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Construction Plans-1
SHEET INDEX - NO. TITLE REV. NO. 1. COVER SHEET 0 2. SPECIFICATIONS, NOTES & KEY LEGEND 0 3. DEMOLITION / SITE PREPARATION PLAN 0 4. SITE GEOMETRY PLAN 0 5, PAVING, GRADING AND DRAINAGE PLAN 0 6. UTILITY PLAN 0 7, STRIPING & SIGNAGE DETAILS 0 8, PAVING AND DRAINAGE DETAILS 0 9. WATER & SEWER DETAILS 0 10. MISCELLANEOUS DETAILS 0 Ll LANDSCAPE PLAN 0 S 1. SURVEY 0 REF. ARCHITECTURAL FLOOR & ROOFING PLANS 0 REF. SITE LIGHTING & PHOTOMETRIC PLAN 0 CONSULTANTS CADJAZZ LAND SURWYOR: PO BOX 450006 ALD II, INC. KISSIMMEE, FLORIDA 34745 1507 S. HIAWASEE ROAD, SUITE 211 PH: (407) 738-1979 FAX:(407) 348-7552 ORLANDO, F, ORIDA 32835 HERB GREEN, P.E. PH: (407) 352 7181 GARY BURDPN, P.S.M. ARCHITECT: FWH ARCHIlECTs, INC. 3336 GRAND BLVD; SUITE 4-02- HOLIDAY, FLORIDA 34690 PH: (727) 815-•3336 FAX (727) 815-3337 BRENDA ROONEY UT ILITIES LI T IE S CIVI CONSTRUCTION ANS � Seba I= WATER: IES INDIAN RIVERCOUNTY UTILITIES POWER: FLORIDA POW ER & LIGHT TELEPHONE: AT&T FLORIDA 1801 27TH STREET 3301 ORANGE AVENUE 3300 OKEECHOB EE ROAD VERO BEACH, FLORIDA 32960 FT. PIERCE, FLORIDA 34947 ROOM 237 772.567.8000 x1636 PH:772.489-6231 9 FT.PIERCE 3447 JESSE ROLAND PATRICIA BL ARDINELLI PH:772.460-4510 ' 'a Blar dinell i 1 .com atncl . P @�P DALE HILL SEWER: INDIAN RIVER COUNTY UTILITIES G AS: CABLE: 1801 27TH STREET AMERIGAS COMCAST VERO BEACH, FLORIDA 32960 425 US HWY 1 4152 OKEECHOBEE ROAD 772.567.8000 x1636 VERO BEACH, FLORIDA 32962 FT. PIERCE, FLORIDA 34947 JESSE ROLAND WATER MANAGEMENT DISTRICT: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PO BOX 1429 PALATKA, FLORIDA 3217 8-1429 940 LM BAY SERVICE CENTER) 321.984 4 (PA CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VEFITY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CADJAZZ, AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM CADJAZZ. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING CADJAZZ, LLC AT (407) 738-1979 DO AR GENE.,,RA stian Crossings Commercial Lot 4 in Sebastian, Florida NOVEMBER 2012 PARCEL I.D. 31-38-22-000030-00000004 9200 SEBASTIAN BOULEVARD PREPARED FOR: G�3oG�ol�10 [DEWELOp 1[�v1lC�[��i CGRP)o 147 SECOND AVENUE S, SUITE 400 ST. PETERSBURG, FLORIDA 33701-4399 PH. 727.895.2150 FX. 727.821.5461 PREPARED BY: LOCATION MAP : .:........:.. ............ .. ................ .......:.: .......... ...... ........... .......... ............. .............. ............. .......... .........: ............. . ....;.... . S Q:. a: y..a. v..: ry< ....................... : .......... .. .....:.. .......... FEMA MAP FLOOD ZONE: ZONE X PER MAP# 12061 C0078 E (MAY4, 1989) • hngmeerllig t_;onsuirants - P.O. BOX 450006i• Kissimmee, Fl. 34745 Phone: (407) 738-1979 Fax: (407) 348-7552 1 NTS SECTION: 22 TW ONSHIP: 31S RANGE: 38 E AEMIAL MAP SOILS MAP SOIL TYPES: 10 - RIVIERA FINE SAND NTS SI TE DATA SUMMARY PROJECT INTENT: THE INTENT OF THIS PROJECT IS THE CONSTRUCTION OF 9,100 S.F. DOLLAR GENERAL STORE PROPERTY LOCATION: NW CORNER OF SEBASTIAN BOULEVARD & SEBASTIAN CROSSINGS BOULEVARD OWNER OF RECORD: APPLICANT: WHITE FAMILY ENTERPRISES, LLC R.K.M. DEVELOPMENT CORP. 9360 90TH AVE. #150 147 SECOND AVE. S.. SUITE 400 SEBASTIAN, FL 32958 ST. PETERSBURG, FL 33701 A399 PROPERTY ZONING: COMMERCIAL GENERAL (CR 512 OVERLAY DISTRICT) PROPERTY LAND USE: COMMERCIAL MAXIMUM BUILDING HEIGHT: 35 FEET PROPOSED BUILDING HEIGHT: Less Than 30 feet BUILDING SETBACKS: REQUIRED PROPOSED FRONT = 0'- 6' MIN. FRONT = 90.5' SIDE = 5' SIDE = 40.5' WEST & 101.4' EAST REAR = 10' REAR = 63.2' FLOOR AREA RATIO CALCULATIONS: 1.40AC x 43,560 x 0.30 = 18,295 MAX SQ. FT. ALLOWABLE 9,100 S.F. BLDG AREA < 18,295 S.F. (OKAY) FIRE PROTECTION METHOD: CLASS IV NO SPRINKLER REQUIRED Hydrant Located @ SW Comer of Lot 4 EXISTING LOT COVERAGE CALCULATIONS: DESCRIPTION SOUAREFOOTAGE ACREAGE PERCENTAGE EKISTING DRIVE AISLE 6,526.4 S.F. 0.149 AC. 10.73 % EXISTING PERVIOUS AREA 54,?84.60 S.F. 1.246 AC. 89.27 % TOTAL AREA 60,8 10.99 S.F. 1.395 AC. 100 % PROPOSED LOT COVERAGE CALCULATIONS: DESCRIPTION SQUARE FOOTAGE ACREAGE PERCENTAGE BUILDING AREA 9,100.00 S.F. 0.209 AC. 14.96 % FAVEMENT/CONCRETE AREA 37,754.44 S.F. 0.867 AC. 62.14 SUBTOTAL IMPERVIOUS AREA 46,854.44 S.F. 1.076 AC. 77.10 % ---LESS THAN 80% OKAY PERVIOUS/GREENSPACE 13;756.55 S.F. 0.319 AC. 22.90% TOTAL AREA 60,810.99 S.F. 1.395 AC. 100 % PAI .RUNG SPACES REQUIRED: I SPACE PER 200 G.S.F FOR BLDG > 5,000 S.F 9,100 S.F. / 200 S.F. = 46 SPACES REQUIRED PARKING SPACES PROVIDED: STANDARD SPACES (9.5'x20') MINIAJUM=44 SPACES PROVIDED IIANDICAP SPACES (12'x20') MINIMUM = 2 SPACES PROVIDED DOTAL SPACES PROVIDED = 46 SPACES PROVIDED LANDSCAPE BUFFER FRONT =10' ME = 10' (Request reduction to 5' for western boundary because of platted cross access easement and required truck delivery to rear of store) r EAR =10' I: Sebastian Planning & �� Zo ning -�-� o � ���-� gCo rnISS10n P kAviD C " S Z S 5 � 7Y t t � r � � Quad .Date �. a Approved 1 u et D Fk I to 5 � APProv 1 To 9 Si natur —1 4 f'2av`. � (0491nal3temP Red au.c� ilrt t� 2�tx�rn.tr `- o C� Co 3l S: s� .� ,Zo u I a � �rc,b �-¢� ( -� � � � C iz�s � c� �-�s�t v�rs ._ c � o LEGAL DESCRIPTION i Lot 4 of Sebastian Crossings Commercial, as per plat recorded in Plat Book 22, Pages 73 through 76, inclusive of the Public Record of Indian River County, Florida. HERBERT LEE GREEN b � ra THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN , PERMISSION FROM CADJAZZ. ope 0 � m NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER •O CADJAZZ, CERTIFICATE OF AUTHORIZATION #28509 ®✓,,O ^ �Q��t ,� �`��� ..��ttlB@�®9as�• _ SHEET NUMBER DATE: DESCRIPTION: ( BY: CDJ.14.01.12.DG.SEB (DOLLAR GENERAL @ SEBASTIAN) I SPECIFICATIONS & NOTES FIELD ENGINEERING 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SURVEYING SERVICES REQUIRED. THIS SHALL INCLUDE ALL STAKEOUT BOTH HORIZONTAL AND VERTICAL. 2. MAINTAIN A COMPLETE, ACCURATE LOG OF ALL FIELD NOTES. 3. ON COMPLETION OF PROJECT, ,PREPARE A RECORD DRAWING SHOWING LOCATION AND ELEVATION FOR ALL IMPROVEMENTS. 4. TESTING LABORATORY TO MEET RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATIONS, LATEST EDITION AS PUBLISHED BY AMERICAN COUNCIL OF INDEPENDENT LABORATORIES AND MEET BASIC REQUIREMENTS OF ASTM E 320 STANDARDS FOR TESTING FOR CONCRETE AND STEEL AS USED IN CONSTRUCTION. 5. TESTING REQUIREMENTS SHALL BE IN ACCORDANCE WITH ACCEPTABLE STANDARDS; ASTM, FDOT, OR OTHER RECOGNIZED AUTHORITIES AND AS SPECIFIED. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED TEMPORARY ELECTRICAL SERVICE, AND PROVIDING WATER AS REQUIRED FOR CONSTRUCTION AND LANDSCAPING MAINTENANCE UNTIL SUCH TIME THE OWNER ACCEPTS THE PROJECT AS COMPLETE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 7. CONTRACTOR TO PROVIDE BARRIERS AS REQUIRED TO PREVENT PUBLIC ENTRY TO CONSTRUCTION AREAS AND PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS_ THE REQUIRED BARRIERS AND DEVICES SHALL BE ERECTED PRIOR TO CREATION OF ANY HAZARDOUS CONDITION. CONTRACTORS SHALL PAY ALL COSTS OF BARRIERS AND SAFETY CONTROL DEVICES. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S ENGINEER SHOP DRAWINGS AND ENGINEER SHALL BE GIVEN ONE WEEK FOR RETURN OF REVIEWED SHOP DRAWINGS TO CONTRACTOR. 9. CONTRACTOR SHALL COORDINATE AND GIVE PROPER NOTIFICATIONS TO ALL INSPECTION AGENCIES PRIOR TO START OF CONSTRUCTION. 10. UPON SUBSTANTIAL COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE DIGITAL CONSTRUCTION AS BUILT DRAWINGS IN AUTOCADD FORMAT UNLESS OTHERWISE INSTRUCTED BY ENGINEER THAT ARE LEGIBLY MARKED SHOWING ACTUAL CONSTRUCTED FACILITIES INCLUDING PIPE HORIZONTAL LOCATIONS SHOWING ANY DEVIATIONS FROM THE PLANS AND ALL FITTINGS INCLUDING VALVES AND FITTINGS BASED ON TWO MEASUREMENTS FROM A PERMANENT SURFACE REFERENCE SUCH AS MANHOLES, CATCH BASINS, POWER POLES, CURBS, OR SIDEWALKS. 11. AS PART OF THE CLOSE OUT DOCUMENTS, CONTRACTOR SHALL PROVIDE TO OWNER ALL MANUALS, WARRANTIES, AND MAINTENANCE MANUALS. SITEWORK 1. CONTRACTOR WILL LOCATE AND VERIFY EXISTING CABLES, DUCTS, CONDUIT, PIPELINE, ETC. IN ADVANCE OF ANY PROPOSED CONSTRUCTION. CONTRACTOR WILL NOTIFY ALL AFFECTED UTILITIES, ENGINEER, AND OWNER AT LEAST 48 HOURS IN ADVANCE OF THE CONSTRUCTION NEAR THESE EXISTING UTILITIES. 2. CONTRACTOR WILL NOTIFY ENGINEER OF ANY SUBSTANTIAL CHANGES THAT WOULD REQUIRE A DEVIATION IN THE PLANS. 3. CONTRACTOR WILL REPAIR ANY DAMAGE DONE TO EXISTING UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER OR ENGINEER. 4. CONTRACTOR TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM OWNER OR ENGINEER TO CONSTRUCT EARTHWORKS IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 5. CONTRACTOR SHALL PROVIDE FILL MATERIAL THAT CONSIST OF CLEAN GRANULAR MATERIAL FREE OF ROOTS, TIMBERS, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. FILL WILL BE TAKEN FROM ON -SITE PILES FIRST; AND IF REQUIRED, ADDITIONAL FILL WILL BE SUPPLIED FROM AN OFF -SITE DORROW. 6. CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION FOR TRENCHING AND EARTHWORK ACTIVITIES BY PROVIDING . PROPER SHORING AND BRACING TO PREVENT DAMAGE OR SHIFTING OF EARTHWORKS. 7. CONTRACTOR SHALL PROVIDE GRADING THAT IS CONSISTENT OF BRINGING THE GROUND ELEVATIONS TO THE LEVELS, GRADES, AND ELEVATIONS CALLED FOR IN THE PLANS. THIS MAY INCLUDE TAPERING OR TRANSITIONING EXISTING GROUND ELEVATIONS OUTSIDE OF THE PROJECT LIMITS SHOWN ON THE PLANS. 8. FINE GRADING SHALL CONSIST OF ELIMINATING UNEVEN AREAS AqD LOW SPOTS, REMOVING DEBRIS, ROOTS, BRANCHES, STONES IN EXCESS OF . HALF INCH IN SIZE SUCH THAT THE FINE GRADING HAS A FINISHED APPEARANCE THAT IS PLEASING TO THE EYE. 9. WHEN ACCEPTABLE MATERIAL IS ENCOUNTERED IN THE TRENCH, THE BOTTOM SHALL BE EXCAVATED AND GRADED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE ON SOLID AND UNDISTURBED GROUND AT EVERY POINT BETWEEN BELL HOLES; EXCEPT THAT IT WILL BE P!_RMISSIBLE TO DISTURB AND OTHERWISE DAMAGE THE FINISHED SURFACE OVER A MAX LENGTH OF 18" NEAR THE MIDDLE OF EACH LENGTH OF PIPE BY THE WITHDRAWAL OF PIPE SLINGS OR OTHER LIFTING TACKLE. 10. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT THE JOINT TO BE MADE PROPERLY. 11. IF MUCK OR OTHER DELETERIOUS MATERIAL IS ENCOUNTERED IN THE TRENCH, IT SHALL BE COMPLETELY REMOVED FOR THE WIDTH OF THE TRENCH AT THE PIPE AND TO A DEPTH WHERE ACCEPTABLE MATERIAL IS ENCOUNTERED. AFTER REMOVAL OF ALL MUCK OR DELETERIOUS MATERIAL, THE TRENCH SHALL BE BACKFILLED WITH BEDDING MATERIAL TO THE BOTTOM OF PIPE GRADE. 12. EXCAVATION FOR FOUNDATIONS SHALL BE TO THE BOTTOM ELEVATIONS SHOWN ON THE PLANS, AND 12" . BEYOND THE HORIZONTAL LIMITS OF THE FOUNDATIONS IN ALL DIRECTIONS. EXCAVATION SIDE SLOPES SHALL BE SUCH THAT THE SOIL WILL BE SELF SUPPORTING BUT SHALL NOT BE STEEPER THAN 1:1 . 13. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 1,500 PSI IS ACHIEVED. 14. STOCKPILE AND/OR REMOVAL OF EXCESS EXCAVATED MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. TRENCH BACKFILL UNDER PAVEMENT AREAS WITH SELECT MATERIAL AROUND AND UNDER HAUNCHES OF PIPE AND UP TO THE BOTTOM OF THE PAVEMENT SUBBASE MATERIAL PLACED IN 6" LIFTS AND COMPACTED TO NOT LESS THAN 98% OF THE MAXIMUM DENSITY AS DETERMINED BY FM 1-T 180. 16. TRENCH BACKFILL IN AREAS OUTSIDE PAVEMENT TO ONE FOOT ABOVE THE CROWN OF THE PIPE. TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS DETERMINED BY FM 1-T 180. ABOVE THE ONE FOOT OF PIPE CROWN, CONTRACTOR TO PROVIDE DENSITY EQUAL TO OR GREATER THAN THE SOIL ADJACENT TO THE PIPE TRENCH TO FINAL GRADE. 17. COMPACTION REQUIREMENTS FOR DITCHES AND SWALES TO BE FILLED SHALL BE CLEAN GRANULAR FILL PLACED AND COMPACTED IN 12" LIFTS TO 98% MAXIMUM FM 1-T 180 DENSITY. 18. CONTRACTOR WILL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS ASSOCIATED, WITH DEWATERING. 19. LIMEROCK BASE MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 911 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION LATEST EDITION AVERAGE LBR VALUE OF NOT LESS THAN 100. 20. ASPHALTIC CONCRETE MATERIALS S-1, S-2, AND S-3 SHALL .MEET THE REQUIREMENTS OF SECTION 331 OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION LATEST EDITION. 21. SUBGRADE SHALL BE PREPARED, STABILIZED, GRADED, AND COMPACTED TO AN AVERAGE LBR OF 40 WITH A 98% MAXIMUM DENSITY PER FM 1-T 180. 22. PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH SECTIONS 71 D AND 971 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION LATEST EDITION. 23. CONCRETE UNLESS OTHERWISE SPECIFIED SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI SHALL BE PLACED IN ACCORDANCE WITH ACI 301, ACI 318, AND ACI 347 LATEST EDITIONS, 24. CONCRETE REINFORCEMENT SHALL BE DEFORMED BILLET STEEL GRADE 60 IN ACCORDANCE WITH THE ASTM A615-A LATEST EDITION. WELDED FABRIC STEEL SHALL BE IN A ACCORDANCE WITH ASTM A185 LATEST EDITION, AND WELDING ELECTRODES SHALL BE LOW HYDROGEN, E70 SERIES. 25. REINFORCED UNIT MASONRY SYSTEM SHALL BE ASTM C90, GRADE N-1 TYPE I NORMAL WITH COMPRESSIVE STRENGTH OF F'M = 1,800 PSI WITH TYPE S 1,800 PSI MORTARS ABOVE GRADE AND TYPE M (2,500 PSI BELOW GRADES). REINFORCED MASONRY WILL BE LAID IN A RUNNING BOND CONFIGURATION UNLESS OTHERWISE NOTED. 26. GROUT FILL FOR MASONRY SHALL BE 3,000 PSI AT 28 DAYS .PREMIXED IN ACCORDANCE WITH ASTM C476 OR ASTM C94. SITE CONSTRUCTION NOTES. 1. ALL CURB RADII TO BE 3 FEET AND AT BACK OF CURB, UNLESS 07HERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. THIS SHALL INCLUDE, BUT NOT LIMITED TO, THE INSTALLATION OF DETECTABLE WARNING SURFACES. COLOR REQUIREMENTS FOR THE DETECTABLE WARNING SURFACES SHALL PROVIDE A DARK -ON -LIGHT OR. LIGHT -ON -DARK CONTRAST BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE PER F.D.O.T. AND A.D.A. STANDARDS. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. UTILITIES NOTES WATER AND SEWER LINES 1. CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY INCONSISTENCIES WITH THE PLANS PRIOR TO START OF CONSTRUCTION. 2. WATER LINE DUCTILE IRON PIPES SHALL BE CLASS 50 CONFORMING TO ANSI/AWWA C150/A21.5 LATEST EDITION AND ANSI AWWA C151/A21.51 LATEST EDITION WITH PUSH ON JOINTS CONFORMING TO ANSI/AWWA C111/A21.11 LATEST EDITION AND CEMENT MORTAR LINING CONFORMING TO ANSI/AWWA C104/A21.4 LATEST EDITION. ALL FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10 AND CEMENT LINED WHICH CONFORMS TO ANSI/AWWA C104/A21.4, ALL FITTING SHALL BE RATED TO 250 PSI, ALL RETAINER GLANDS SHALL BE DUCTILE IRON CONSTRUCTION. 3. RESTRAINED JOINTS SHALL BE DUCTILE IRON CLASS 51 AMERICAN CAST IRON PIPE CO. LOK-FAST OR APPROVED EQUAL. 4. ALL VALVES 4" THROUGH 10" SHALL BE IRON BODY, RESILIENT SEAT GATE VALVES CONFORMING TO AWWA C-509, NON RISING STEM TYPE, WITH INTERIOR PARTS COATED WITH THERMOSETTING EPDXY. THEY SHALL MECHANICAL JOINT ENDS, AND SHALL OPEN LEFT (COUNTERCLOCKWISE) WITH 2 INCH SQUARE NUT. VALVES 12" AND LARGER SHALL BE BUTTERFLY TYPE CONFORMING TO AWWA C-504 SUITABLE FOR BURIED SERVICE, WITH "0" RING SHAFT SEALS, CAST IRON BODY AND DISC. 5. FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA 502 AS REQUIRED BY THE LOCAL UTILITY, CONTRACTOR TO CONFIRM THE REQUIRED LOCAL FIRE_ HYDRANT REQUIREMENT PRIOR TO INSTALLATION. 6. TAPPING TEES SHALL BE FULL-BODIED MECHANICAL JOINT, DUCTILE IRON; TAPPING SADDLES SHALL BE EPDXY COATED WITH STEEL BANDS. 7. UNLESS OTHERWISE NOTED PVC LINES 4" TO 12" SHALL BE CONSISTENT WITH AWWA C900 AND MEET THE MINIMUM REQUIREMENTS FOR SDR 18 CLASS 150 PER ASTM D-2241. 8. WATER PVC LINES BETWEEN 2" AND 4" SHALL MEET THE, MINIMUM REQUIREMENTS FOR SDR 21 PER ASTM. D2241 UNLESS OTHERWISE NOTED. 9. ALL PVC PIPES SMALLER THAN 2" SHALL BE SCHEDULE 40 PER ASTM WITH SOLVENT WELDED JOINTS. 10. UNLESS OTHERWISE NOTED ON THE PLANS, ALL UTILITIES WILL HAVE A MINIMUM OF 36" COVER. 11. WATER LINES SHALL BE COLOR CODED. PER THE PVC INDUSTRY STANDARDS. 12. CONTRACTOR WILL PROVIDE WATER LINE LOCATING WIRE PER LOCAL REQUIREMENTS. 13_ SEWER DUCTILE IRON PIPE SHALL BE CLASS 350 PER ANSI A21.51 (AWWA C151) AND SHALL BE EXTERIOR COATED WITH BITUMINUOUS COATING, PER ANSI A21.51 (AWWA C151) AND .SHALL BE EPDXY LINED PER LOCAL STANDARDS AND PER ANSI A21.4 (AWWA C 104). 14. ALL RIMS, VALVE COVERS, AND CLEAN OUTS IN TRAFFIC AREAS SHALL BE HS-20 LOAD RATED. 15. SEWER PVC LINES AND FITTINGS SHALL BE IN ACCORDANCE WITH THE ASTM D-3034, AND THE JOINTS SHALL BE IN ACCORDANCE WITH ASTM D-3212. 16. ALL SEWER PIPING SHALL BE COLOR CODED PER THE PVC INDUSTRY STANDARDS. 17. CONTRACTOR SHALL LOCATE MAGNETIC TAPE IDENTIFYING AS "FORCEMAIN" PRINTED ON THE TAPE COLOR GREEN, LOCATED PER LOCAL STANDARDS. 18. CONTRACTOR SHALL PROVIDE SANITARY SEWER LINE LOCATING WIRE PER LOCAL REQUIREMENTS. UTILITY SEPARATION -VERTICAL cL.EARANCE 1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH LESS THAN 12 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SANITARY SEWER WILL BE 20 FEET OR EITHER: A. DUCTILE IRON PIPE, CENTERED ON THE POINT OF CROSSING, OR; B. CONCRETE ENCASED VITRIFIED CLAY; OR C. PVC PIPE UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED. 2. WHERE WATER MAINS AND STORM SEWER PIPES CROSS WITH LESS THAN 12 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE .CENTERED ON THE POINT OF CROSSING. FDOT NOTES: 1. MOT SETUP MUST BE SUPERVISED BY A CERTIFIED PERSON. 2. TEST RESULTS ARE REQUIRED UPON REQUEST. 3. THE ENGINEER'S CERTIFICATION ALONG WITH AS-BUILTS, IF REQUIRED, MUST BE SUBMITTED WITHIN 30 DAYS FROM COMPLETION OF THE PROJECT. 4. FDOT OFFICE TO BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY OR LAME CLOSURES. 5. ALL DISTURBED AREAS TO BE SODDED. 6. CONCRETE SIDEWALKS AND RAMPS WITHIN THE RIGHT-OF-WAY SHALL BE INSTALL PER F_D.O.T. INDEXES 304 AND 310_ THIS SHALL INCLUDE, BUT NOT LIMITED TO, THE INSTALLATION OF DETECTABLE WARNING SURFACES AT RAMPS. COLOR REQUIREMENTS FOR THE DETECTABLE WARNING SURFACES SHALL PROVIDE A DARK -ON -LIGHT OR LIGHT -ON -DARK CONTRAST BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE PER F_D.0-T. AND A.D.A. STANDARDS. ASPHALTIC CONCRETE QUALITY CONTROL SPECIFICATIONS SPECIFIC REQUIREMENTS FOR ASPHALTIC CONCRETE WEARING SURFACES ARE OUTLINED IN SECTIONS 330 AND 334 IN THE FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2004 EDITION. REQUIREMENTS SHALL MEET OR EXCEED THE FOLLOWING; 1. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO FURNISH A 15 FOOT MANUAL AND A 15 FOOT ROLLING STRAIGHTEDGE. MAKE THEM AVAILABLE AT THE JOB SITE AT ALL TIMES DURING THE PAVING OPERATIONS FOR CHECKING JOINTS AND SURFACE IRREGULARIES. 2. OBTAIN A SMOOTH SURFACE ON ALL PAVEMENT COURSES PLACED, AND THEN STRAIGHTEDGE ALL INTERMEDIATE AND FINAL COURSES WITH A 15 FOOT ROLLING STRAIGHTEDGE. 3. CONSTRUCT A PAVEMENT SURFACE WITH CROSS SL_)PE IN COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT PLANS. FURNISH A LEVEL WITH A MINIMUM LENGTH OF 4 FEET, OR A DIGITAL MEASURING DEVICE APPROVED BY THE ENGINEER, FOR THE CONTROL OF CROSS SLOPE. MAKE THE LEVEL OR MEASURING DEVICE AVAILABLE AT THE JOB SITE AT ALL TIMES FOR THE MEASUREMENT OF CROSS SLOPE DURING PAVING OPERATIONS. 4. PRODUCE A FINISHED SURFACE OF UNIFORM TEXTURE AND COMPACTION WITH NO PULLED, TORN, CRUSHED OR LOOSENED PORTIONS AND FREE FROM SEGREGATION, SAND STREAKS, SAND SPOTS, OR RIPPLES. CORRECT ANY AREA THAT DOES NOT MEET THE REQUIRMENTS. 5. UPON COMPLETION OF THE FINAL SURFACE OR FRICTION COURSE, PERFORM ACCEPTANCE TESTING FOR SURFACE TOLERANCE ON THE FINISHED SURFACE WITH A 15 FOOT ROLLING STRAIGHTEDGE. CORRECT ALL DEFICIENCIES IN EXCESS OF 3/16 INCH. INSPECTION AND TESTING 1. CONTRACTOR SHALL COORDINATE TIE INS TO EXISTING LINES FOR MOST APPROPRIATE TIME. 2. AFTER THE MAINS HAVE BEEN LAID AND BEFORE PRESSURE TESTING, EACH RUN OF PIPE SHALL BE THOROUGHLY FLUSHED SO AS TO REMOVE ALL DEBRIS AND FOREIGN MATTER FROM THE LINES. WHERE FIRE HYDRANTS OR BLOWOFFS ARE NOT AVAILABLE OR ARE OF INSUFFICIENT CAPACITY TO PERMIT ADEQUATE FLUSHING, THE WATER LINE SHALL BE OPENED AND FLUMES OR PIPING SHALL BE PROVIDED BY THE CONTRACTOR TO WASTE THE WATER TO THE NEAREST APPROVED DISPOSAL OR CONTAINMENT POINT. SUFFICIENT FLUSHING OF WATER SHALL BE INTRODUCED INTO THE MAINS TO PRODUCE A VELOCITY OF NOT LESS THAN 5 FEET PER SECOND, AND THIS RATE OF FLOW SHALL BE CONTINUED UNTIL THE DISCHARGE IS CLEAR AND NO EVIDENCE OF SILT OR FOREIGN MATTER IS VISIBLE. 3. CONTRACTOR SHALL OBTAIN A COPY OF FDEP WATER AND SEWER PERMITS IN ORDER TO SATISFY THE PERMIT REQUIREMENTS FOR TESTING AND CLEARANCE. 4. CONTRACTOR SHALL USE DISINFECTING AGENT SUCH AS LIQUID CHLORINE OR SODIUM HYPOCHLORITE SOLUTION. DRY HYPOCHLORITE, SIMILAR OR EQUAL TO "HTH" MAY ALSO BE USED AS THE DISINFECTING AGENT. THE DISINFECTING AGENT SHALL BE PUMPED INTO THE PIPING IN SUCH A MANNER THAT THE ENTIRE SYSTEM WILL BE FILLED WITH WATER CONTAINING A MINIMUM CHLORINE CONCENTRATION OF 50 PPM AT ANY POINT IN THE PIPING. THIS WATER SHALL BE ALLOWED TO REMAIN IN THE SYSTEM FOR A MINIMUM CONTACT PERIOD OF EIGHT HOURS BEFORE THE SYSTEM IS FLUSHED OUT. 5. AFTER THE DISINFECTING AGENTS HAVE BEEN PERMITTED TO REMAIN FOR THE SPECIFIED CONTACT PERIODS; THE WATER LINES AND VALVES SHALL BE THOROUGHLY FLUSHED WITH POTABLE WATER UNTIL RESIDUAL CHLORINES TESTS ARE LESS THAN 2 PPM IN EACH INSTANCE. 6. FORCE MAINS SHALL BE TESTED WITH HYDROSTATIC PRESSURE CONSISTENT WITH THE WATER LINE TESTING PROCEDURES. 7_ GRAVITY SEWERS SHALL BE TESTED BY MEANS OF EXFILTRATION/INFILTRATION OR VACUUM PRESSURE TESTING. CONTRACTOR SHALL COORDINATE THE REQUIRED TESTING OF THE GRAVITY LINE PER LOCAL REQUIREMENTS. CONTRACTOR SHALL CONFIRM THE VIDEO REQUIREMENTS OF THE LOCAL CODE PRIOR TO CONSTRUCTION AND SHALL PROVIDE VIDEO AS REQUIRED WITHOUT ADDITIONAL COST TO OWNER. STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE_ 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. UNLESS OTHERWISE NOTED 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. 5. ALL OFF -SITE PAVEMENT MARKING SHALL BE WHITE THERMOPLASTIC STYLE PAINT. 6. ALL ON -SITE PAVEMENT MARKING SHALL BE WHITE REFLECTIVE PAINT. 7. ALL PAVEMENT MARKING, STRIPING, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION NOTES 1. CONTRACTOR TO TIE INTO EXISTING WATER AND SEWER SERVICES AS SPECIFIED ON PLANS. 2. CONTRACTOR TO COORDINATE WITH ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. ON -SITE WASTEWATER COLLECTION SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED. 4. ON -SITE POTABLE WATER DISTRIBUTION SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED. NOTE TO CONTRACTORS: 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITIES OWNER'S RECORD DRAWINGS. BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE UTILITY OWNERS RECORD DRAWINGS. THE SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS. 2. CONTRACTOR TO COORDINATE WITH LOCAL WATER PROVIDER FOR INSTALLATION OF WATER METER. SLOPE CRITERIA FOR WALKWAYS AND PLAZA SURFACES: ARCHITECTURAL REQUIREMENTS FOR PLAZA ELEVATIONS ARE BASED UPON POSITIVE DRAINAGE, AND ACCESSIBLE ROUTE REQUIREMENTS, INCLUDING THE FOLLOWING: 01 ALL PAVED AREAS SURFACE SHALL BE CONTINUOUSLY SLOPED TOWARD DRAINAGE COLLECTION DEVICES, SO THAT ALL WALKING SURFACES DRY OUT UNIFORMLY, WITHOUT BIRDBATHS OR TRAPPED PUDDLES. PROVIDE MIN. 1 % POSITIVE SLOPE FOR DRAINAGE IN 02 ALL AREAS (NO DEAD LEVEL REGIONS). DETECTABLE WARNINGS: WHERE WALKWAYS MEET VEHICULAR WAYS AND NO RAISED CURB EXISTS, PROVIDE A DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE 11.4-29-2 AND ICC/ANSI A-117.3, SECTION 705. ALSO PROVIDE DETECTABLE WARNING SURFACE AT ALL CURB RAMPS, PER FLORIDA BUILDING CODE SECTION 11-4.7.7 AND SECTION 11-4.29.2. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP. DETECTABLE WARNING SURFACES SHALL HAVE CONTRASTING COLOR PER ICC/ANSI A-117.1 SECTION 705.3, AND SHALL UTILIZE TRUNCATED DOMES COMPLYING WITH ICC/ANSI 03 A117.1 SECTION 705.5_ SLOPE IN DIREC'_TION OF TRAVEL SHALL BE 1 IN 20 OR LESS, UNLESS THE SURFACE IS 04 TREATED AS A RAMP. SLOPE IN DIRE[ TION OF TRAVEL ON RAMPS MAY VARY FROM 1 IN 20 TO 1 IN 12. THERE 05 SHALL BE NO PAVED SURFACES SLOPED MORE 1 IN 12. TRAVEL DISTANCE ALONG RAMPS SHALL NOT EXCEED 6' HORIZONTALLY, NOR SHALL IT RISE MORE THAN 6" VERTICALLY, UNLESS THE RAMP IS EQUIPPED WITH GRASPING RAILS ON 06 BOTH SIDES. NO SUCH CONDITIONS ARE ANTICIPATED. CROSS SLOPE (PERPENDICULAR TO DIRECTION OF TRAVEL) ON WALKWAYS AND RAMPS 07 SHALL NOT EXCEED 1 IN 50 (I.E. 2% MAX). CHANGE IN DIRECTION ALONG A RAMP OR WALKING SERFACE: PROVIDE A 5'X5' TURNING SPACE WITH A CROSS SLOPE IN BOTH DIRECTIONS LESS THAN 1 IN 20. PROVIDE 1% MIN TO 2% MAX SURFACE SLOPE FOR DRAINAGE. SLOPE IN GENERAL DIRECTION OF SURROUNDING 08 PAVEMENT. WALKWAYS ALONG THE FRONT OF STOREFRONT ENTRANCES SHALL HAVE A CROSS SLOPE -..- (PERPENDICULAR TO THE DIRECTION OF TRAVEL - PARALLEL TO STOREFRONT) THAT IS 1 IN 50 OR LESS (I•E. 2% MAX). A 6'-0" WIDE REGION ALONG ALL STOREFRONT ENTRY SYSTEMS HAS BEEN DEFINED AS THE WALKWAY, WITH A MAX FALL IN THE CROSS SLOPE 09 DIRECTION OF 0.11 FEET IN 6'-0" (I.E. 01.83%) CHANGES IN LEVEL: CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICAL TO 2 HORIZONTAL. LEVEL CHANGES GREATER THAN 1/2" 10 SHALL BE TREATED AS A RAMP. (FL. BLDG. CODE 11-4.5.2) CHANGES IN LEVEL AT DOOR THRESHOLDS: ALL DOORS SHALL HAVE ROLL -THROUGH THRESHOLDS THAT MEET THE ABOVE REQUIREMENT FOR CHANGES IN LEVEL. DOOR THRESHOLDS SHALL BE RECESSED 1/4" MAX. INTO CONCRETE SLAB (FOR WATERPROOFING). ALL THRESHOLC}S SHALL TAPER DOWN AT THE OUTSIDE EDGE, TO MEET THE EXTERIOR SLAB WITH LESS THAN A 1/4" HIGH BUMP. THE HIGHEST BUMP IN THE THRESHOLD SHALL NOT EXCEED 1/2", AND SHALL SLOPE 1 VERTICAL TO 2 HORIZONTAL. THE ABOVE SLOPE REQUIREMENTS SHALL BE MET IN ALL WALKWAY AREAS, REGARDLESS OF WHETHER ARCHITECTURAL SPOT ELEVATIONS ARE PROVIDED THAT INDICATE THE REQUIRED ELEVATIONS. WHERE ERRORS OR DISCREPENCIES IN DESIGN DATA EXIST (WHETHER SUCH INFORMATION IS OBTAINED FROM ARCHITECTURAL OR CIVIL DRAWINGS), THE ABOVE CRITERIA SHALL BE MET, TO ENSURE CODE COMPLIANCE. ALL DISCREPENCIES SHALL BE COORDINATED WITH THE ARCHTIECT OR CIVIL ENGINEER PRIOR TO CONSTRUCTION. LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 (N.T.S.) m m o - u I U oo 0 E:i .- F- o zo w x _ x = x - - x 0 o 0 0 -a x o m Z O 0 ••-� N f�l C} ul Z W O Z Z -O F_ 0 U. 0 W a �1 N W) M 00 cd M 7 v �, o CO ta. od E ass 00 Ll a 'Joint Spacing @ Crossings Other Pie p Horizontal Separation p Crossings (1) I (Full Joint Centered) 1 Water Main I 01 Water Main ( Alternate 3 ft. minimumIva/ I POT BE C�� NF,J& Y�dTHOUT �,` `"M Storm Sewer, Storm water Force Main, 3 ft. minimum 12 inches is the minimum, except for storm sewer, then 6 inches Is the ' ' a Water Main Q l®E, R'o,I� m U, Reclaimed Water (2) minimum and 12 Inches is preferred >> 117 Water Main I Water Main Alternate 3 ft. minimum e a F 10 ft. a Water Main 1 Y ! Vacuum Sanitary Sewer preferred = 3 ft. minimum 121nches preferred 6 Inches minimum ` ,1 ��� ' SOD L%%, L & A R bkns&�I1� NCi1NEER CADJAZZ,LLC CERTIFICATION OF AUTHORIZATION n 28509 Water Main I I Water Main Alternate 6 ft. minimum I� _-• Gravity or Pressure Sanitary Sewer, I10 ft. preferred 2 Inches Is the minimum, xcept for gravity sewer, then Tti Water Main Sanitary Sewer Force Main, 6 ft. minimum (3) Inches Is the minimum and SHEET NUMBER Reclaimed Water (4) 2 Inches Is preferred ite Sewage Treatment I On -Site ft. m inimum _ ._ NERBERT. & Disposal System (1) Water main should cross above other pipe. When water main must Reclaimed water regulated under Part III of Chapter 62-610, F.A.C. be below other pipe, the minimum separation is 12 Inches. MY (2) (3) 3 ft. for gravity sanitary sewer where the bottom of the water main Is laid at least 6 Inches above the top of the gravity sanitary sewer. (4) Reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. 2 SITE DEMOLITION NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL DELETERIOUS MATERIAL INCLUDING TOPSOIL & ORGANIC VEGETATION, (I.E. GRASS, WEEDS AND SHRUBS) WITHIN LIMITS OF THE PROJECT SITE AS SHOWN UNLESS OTHERWISE NOTED. THE CONTRACTOR IS RESPONSIBLE FOR THE D18POSAL OF ALL DEMOLIT10N DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED DEMOLITION AND CONTRACTOR PERMITS PRIOR TO COMMENCING DEMOLITION. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE CLEARING & EROSION CONTROL NOTES ON DETAIL SHEET. 4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL/RELOCATION OF EXISTING N: UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, . . ....... SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 5. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION SANITARY MH AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE TOP ELEV=17.24 N INV=8.31 ___U JI ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED E INV=8.42 D. us SW INV=8.46 yl - F_z� N A, SANITARY MH tip THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER FND 1/2" IR Lo TOP ELEV=19.75 (p) ...... qPRRENT FDOT TRAFFIC CONTROL STANDARDS. CONTRACTOR TO COORDINATE S 89*39'26" E 271.76' W INV=8.73 WITH OWNER/DEVELOPER FOR ANY REQUIREMENTS OF MAINTAINING ACCESS NO :11) ... ....... ....... ....... ..... . . ...... . NE INV=8.60 613"'T 00, TIONS. ................ ..... ................... START OF DEMOLITION/SITE PREPARA ........... . ................ . ........ I . ............ . . ............. ......... ...... ..... "a 89',39'26" E 2 71 M) ...... ... 6' PVC THRU EXISTING DRIVEWAY AND PHASE CONSTRUC11ON ACCORDINGLY PRIOR TO .......................... . ..... . . . . ............ L.. 7. CONTRACTOR SHALL PROVIDE SUFFICIENT SITE WATERING/IRRIGATION DURING S BWzW12fl7_�. 280176' (P) ... . ....... .. .. . ...... .... .. — . ...... ....... ...... TIVITIES TO PREVENT FUGITIVE DUST/DEBRIS FROM ...... ...... EARTHWORK AC . .......... . . . . . . .... ..... . . . ........... . .... ... . .... ... ... . . . ....... .... ...... . . ...................... ............ ...... f 77 LEAVING/BLOWING FROM THE SITE. M 268 6 ,:)r( 8" PVC 0 (._27 SANITARY .... ...... -4-L. TOP ELEV=19.98 ...... ...... ....... .... ............. 8. EXISTING DRIVEWAY ENTRANCES TO BE MODIFIED PER PROPOSED SI PLAN TE S :NV=9.65 1710 1/2" !R ..... . . . . . . . ... ....... ....... ....... ....... . 1 - . I IMPROVEMENTS. E NV=9.58 -.Naj.n ::: . . ... ....... . . ....... ....... ....... ...... ...... . . . ....... ....... .. ... .. .... ...... ....... . ....... . . . ...... ....... . . . ....... ....... .......... ....... ... . ....... . ..... . . . ....... .. . . ....... . .... . . ....... ....... ....... .... 9. CONTRACTOR TO PROVIDE SURFACE DRAINAGE TOWARD EXISTING INLET DURING ...... .... .. i P: ALL CONSTRUCTION OPERATIONS. CONTRACTOR SHALL PROVIDE BEST MANAGEMENT PRACTICEES FOR EROSION CONTROL. SEE DETAIL SHEET FOR EROSION CONTROL REQUIREMENTS. SAWCUT & REMOVE EX. DRO CURB, MAKE WAY FOR NEW FND 4".X4" CM r Ell 11 05 CURB. 'o SILT FENCING, SEE INSTALLATION DETAIL c: N z < :1 U'l Lo 0 C.-I - H 50' NIGPIESS-EGRE755 EASEEIMEENT LEGEND o.. .... ....... . - Ar, :i o 1 ORB PC 387-404 zo 10' PUBLIC UTILII%:y EASEMENT 0: C-i R V) VW 5' U'TILI-*;,y LAS-EMENT .......... ORB 22.2.3 I�G 2473A ................ M 'k CONSTRUCTION ENTRANCE ORGLCLEAR & GRUB WITHIN PROPERTY LINES (REMOVE EXISTING SURFACE VEGETATION & TOPSOIL) o- 1 1 -, I i:� 0 Cy CONTRACTOR TO PROTECT EXISTING S R STUB DURING ....... ....... ....... ...... .... SILT FENCE EWE DEMOLITION /CLEARING, CONTRACTOR RELOCATE EX. WOOD POWER POLE Ljj bi SHALL CONFIRM THIS STUB OUT IS CONTRACTOR TO COORDI NATE NTH PER MANENTLY CAP/PLUGGED, SEWER CONSTRUCTION ENTRY, SEE INSTALLA11ON DETAIL FP&L ON RELOCATION AND INCLUDE' 0 00 SERVICE CONNECTION WILL BE WITHIN CONSTRUCTION BUDPE-r. ki A i un py tr)KjT0Ar1TnP AT REFER To PAVING & DRAINAGE DETAIL SHEET n o' 20' 40' 1 SCALE: 1 20' > z LIMITS OF REMOVAL OF EXIST. SURFACE ASPHALT ALTERNATE LOCATION SEE UTILITY N 119'42*1," Yj 1011*130' (P` r ................... :> z 00 PLAN. w 00 X 3 i SANITARY M. 1"TUF.30LjT 0 ......... ...... ....... ....... .... Ld z on, - - ......... g Z z < w C., cy) 1h < 1IMITS OF SAWCUT— w w ...... .... z LL LU Ld REMOVE BASE WITHIN 0 i CONSTRUCTION NOTES *ft, I --o �s:l, LANDSCAPE AREAS bi Lj 4"", cl) m . . . . . . . cy_ MODIFY EXISTING INLET TOP MATCH PROPOSED ELEVATION. If 0) F, ! 6 (D SEE SHEET 5 FrR DETAILED CONSTRUCTION INFORMATION. 0 LIMITS OF EXISTING ASPHALT TO BE DEMOLISHED/REMOVED 1 0 0 . ............. . . . . . . . CONTRACTOR SHOULD SALVAGE EXISTING BASE MATERIAL PERMANENTLY PLUG EX. PIPE & FILL _jO BE REUSED AS PART OF THE NEW PAVEMENT SECTION NON-S RIN W K GROUT SOLID -0 !` - - ---- - ---- .94,4 "P ........... ........... EROSION PR ... ...... .... .. ....... ....... ...... ...... A..... .. ...... STING INLE . . .......... 0) g, 8 0) a. ... . . .. . .. . . ............. TE SIGW TO-----,,� E Fft .......... .................... .......... DRIVEWAY N co N. 4. EXISTING ... . ..... . MOO (p) tA I ..... SAN . .......... &�mq iAN ---S-AN1TAR1A 4AH . .... SAN .............. SAIN - - ---- Ict ....... ...... . ....... -ELEv=j-g' V EXISTI� SIGN TO BE RELqC)NTED W INV=10.54 N e.9'42'12' W N INV=10.20 ip) SAWCUT & REMOVE'�jil DkOP_ Uj CURB, MAKE WAY FQR- NE 01 CURB & SIDEWALK �§,cTl LIMTT5- QE SAWCU N VTIN:26�- W 39�65, 25' SI(:'NAG:. /LANDSCAPE EASEMENT—, 0 E N W28 32 W 59.60 ORB 210-5 PG 1619 16 3 0 . . . . . . . . . . . . . . . . ::: . . .......... ............. ....................... ............ . ............. . ......... (P) -Z5,84t (V) EXIST CONC. S.W. TO REMAIN '42"2" F G, ....... ....... L FND 4'X,." CM FND NA0 41 . . ..... ... ............ .... LB 4644 ....... ..... . . .......................... ....... ...... ....... ....... ....... 1,13 4644 ................... i ...- __ . : M ... . .. ....... ....... ....... ....... ....... ...... FMD 1/2' N 89*41'59" W 271-99, ILITY EASEIVIENT P 0 iL . ...... NO 0 3 - , ' N N.30. E ao6ocr (p) ORB 222.3 P9 242.3 .......... ... .. ... N 89*39'26" W 271.76 ..... ....... ....... ...... ....... ....... .. . .. . . ....... ...... ....... . . ...... .......... . ....... ....... ....... ....... ....... ...... ..... . ...... .... . .. ....... ....... . ....... ...... ....... ....... ...... ........... ....... ....... ...... . . . . .. ....... ........... 4w E 40�W OA) .... ....... ....... ....... .......... ... . . ....... ...... . . ....... ...... ...... . ........ ....... ...... ........ ....... ...... ....... ....... . . . . . . . .......... ....... ...... ....... ....... ...... . ....... .. . .. . .. ..... ....... ....... ... .... . . . ........ ....... . ..... . .. .... ............ ...... ....... ....... . . .. ...... ....... ....... ............ ...... .. .... ....... . ...... ....... ....... ......... .... . .......................... . ..... ..... ........ .... .. .. ...................... .. ............. ............. ....... . .............................................. . ....................... ...... . . .......... .......................... CD U R'. < Z x 0 z 2 z C/I m 0 0 j a. U z cc C) w ZI CL 'd LU > cf) pq Z .." 2! 0 Z .j 0 12 W kn o G E rn 00 CU 0 0 p 0 0. iHESE P!J�aAIW VVE 0 )P1F0,ftW 10Pffiffl) MS w -1 05RmItsIdI4 V L NOTIV, e B 7 3 A IWAP011111010JER CADJAZZ, LLC CERTIFTCATION OF AU T HOR IZA T ION 0 28509 48 HOURS BEFORE DIGGING CALL TOLL -FREE -1-800-452-4770 SHEET NUMBER SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOT'IFICATION CENTER I OF Revised: July, 2007 PZ & 4bB67 N u.in In b C? a: o a< >� E i G G �C v 0. 0 - ( I I\V VIVL nV VI IIVIV/1L /-IV VLJJ Lr1JLIY1Lly 1 r� 1 rvv vL�J �J VI\1 YL11/7 1 W JIVLtt /'�LI\ / --252 ACCESS EprE`YEN' — I 20 EASEMENT AT THE CORNER CLIP. EASEMENTS WILL BE RECORDED PRIOR TO CERTIFICATE OF OCCUPANCY. .:�...��:<.::<:.w« .��.»»»»».,..�.».P „.»,.�.:�..�.:..». .<::� ..��.< >.,.�...w,r_«��, ..��:�:_�w. ,.x.»...., .......r:,.......-r- �..H...,.�.��._. »�._.�u.a...,,.,..,� ._.»..».._.»_.... o.�,.n»....... _....>.......:....... .n.N...:....:....._. A<�,.<....a»..... :��....�.........� ,..»..., ..»: _............_... .........._............ _..........� :._..r-......:...:.. .......:.��.....�:... .....»».»,.....�..... �� _:.. _�. �_. -- .............. ......:_... ....:. ,....�...: ...... ..,.�._.�.._ .............. ......:........... .. __.... ,.:::_.....:::...»,..:. __._._._�.__...w. ::L�:. ...:,<..,�.�....:.. 3 � 4 THICK CONC. SIDEWALK PER FDOT INDE # 10 33 1 CONSTRUCT 4' WIDE — MINIMUM X 3 �._ SEE SIDEWALK DETAIL SHEET 8. _ THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM CADJ e�iRING 37 o T VAM LINE SIGHAZZ AUV-t,7gvN -og SHEET NUMBER 1 u �' x. s867 TRAFFIC CONTROL SIGNS , l , ''.I . i doll.. 1 .1 .1 ii i i i 1 ii NO, TEXT OR SYMBOL R1-1 STOP W11-2 PEDESTRIAN CROSSING AHEAD REFER TO SIGNING AND MARKING DETAIL SHEET FOR HANDICAP PARKING SPACE SIGNING AND MARKING ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT INDEX 17346, LATEST EDITION CONTRACTORS NOTES 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITIES OWNER'S RECORD DRAWINGS. BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE UTILITY OWNERS RECORD DRAWINGS. THE SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS. LOT 1 SEBASTIAN CROSSINGS COMMERCIAL PB 22 PG 73-76 I x 170.06 x, ? wI paint x,s`�it xTs'�i I x x r ' I x 301 € SANITARY MH TOP EE= � 0 ? N NV L8`3117.24 N xX., SWINVg8.46 pEN AVE s \ - � :.: \ � - SANITARY MH P TOP ELEV=19.75 () _�--- / / \ » `� W INV=8.73 A ..� S 89'39 26 E 271.76 (��� x.. NE INV=8.60 \ IGHT-OF-W i [ ss 1 _ 1 ..... .". x:..... . . .�89'39 26 1 7� E 27�M) x - - - 6- ,z, < 00 / > 1 1 �D 61 •s i 11 - _ 9 10 i o _ - ' w .. :w..,,o, ,,,.,",:...:^ ;s ma..:," ..aa... ,,. '.:-•:�^ram "a� . ...... paid �... � x::;�:� �,. �� � ,� ._tea»} ��:�- �.:� � ,...�><,,�., ."...." �:ast .�'�'»..:... ••� s�� �>xs� �n.> �'� _�..< �s SANITARY MH4. 18 - - - _.__ ....... ..........". �S - - - - .... " TOP ELEV=19.98 I 2io o . a'.D Btr-.....- 9 x. .... �................._ �._..- S INV=9.65 ',:.''" ` oil --------------- �s----•9'- B-LI- r E INV=9.58 ^ -- - - rLt- - - - ...... ....... .. - x-o o .............. .............. .... # .. 89 .:.:+... "• •4; '�� J..» ..... ...... ...... �j ,r.. ... ...... ...•.,,. ........ x� tk < '� I ?p�0 ` 19:38 gy p • � � - 18.8 0 m ` >> \ DS-1 00 x xJ,�s - -- -�� Q�� - � � \ \ � �o x� xm q - - 9� �,L �� -, \ \ _ _ _ ^ • �L sX 1 TOP ( + N rA• 0 `L 19.52 - S 1 % TYP. 19.58 / 19.12 ,�g. I � PVMT19.68 19.78/ 19.73 I w: M. 4. • 4- a �' 19.68 9 1. � 19.23 r� Owl - ti I .f9.98 / l x� 0.5% C �; I w s 7% TYP 19.98 - 19.9.$, Ek)MV � ON ) s� g 3 �'� / Ia• 1 98 04"' 4 4 4 °• ° 9. < i. �V . • 19.98 �� t' \`bQ �� ( ; - - :xl - P I yry _ 19: O 4 -_ q' / �-HIGH POINT < _ ii7 O 7 C 4e\ q9 > 9, a,lg 19 .5fA I to 19. I � s 19.71: I�j 19.74 III I 8A < • to I 0 2 MA 2 MEG x I I / ', 8 <Z_.. DOLLAR GENERAL �4. N N I I I I0 X130 PROTOTYPE C W MODIFIED DF'LIVERY DOOR Bo `1 19' x" .� WE Og91 I 5AX.°' 9,100 SQ. FT. 4'p E D • 4I'ti1T w w ( o� 46 PARKING SP. `�s 19 FFE = 20.0' I O 00 C) I 9� 1g 4 �x i 12 iA i mI I Ld - to ,; I I s� ,,,1�.-.. �,.•• .,Z ' . w� � s CV N_ c:l 0.$% TYP 0.5%) " a ? ° o I O p]...I r ;1 r I Q 5� MAX. 0,11 lb 19.4= `1 0 �j' I �� ' a III p� Dc x g88.. 1g/ I ti' `g/ 1/ 4 ✓�/ ► _LLJ G 4 : q : 4 a : g$��-..4 • . 1g 9 `1 • 1� g4 aq . 4q 1 >-\, .� ot.dq9 4 ,/q)� SIGN 1 1 a q• • 4 4 ' I •Q .. .� 4 . 4 . !,� I ! 7� ,9 J c: Its 9 \°'9 �` �5$ �� j '`9 ���9S9� - - 9�.41- - -Lt- - - - -- _ - "i��s 1g 40jx'�� 90 150 .9A .r �, s?„� �a• - - - 1'�� O,� - - - - - - / %f _ _ _ •�9 � -. f / x''z9 x 231// ---------9t--- 79.45dj I xwl�aint -- 19---- ---- r kt,.. 5 / ,8 { ..... ....' ...x x, Q x,, x, s� T OQ x'8> > ...... ....... . x x- R' 2 7 9 8 8 at 1 6 \ 5 '0 2 �F - EX-1 - 8A D S-2 9 9 0 �� o„ 15" HOPE STORM PIPE _ 1 k, ..: ,.::�,. r.'m>.-,^,%t:.. X^,^-�:tc.,:<.:�2s-.:a:. :<... > ;:::;. .1i vr,::.., "�...:.y[-'. ,:^�.<s:tsv�x:< !� .7�'� m:,:�•:.�:�e .`^'�>'�:� .. ... �;.s.:..a, »x---... ...................<... ....... .,-.-. ................ ., , >,• ,c,„ n:tt: :. :^x ... 't^? .�:..::... ::.....,. ...%b` : m >u., "-"";�•i:„,,zi�:x;: �`: .M...... .a>_�< ...... <... ..«.._ i ,,, „ ,• M�wa, s „., ,.;:,„ : : , .,...^,. cv.,, � ex� " rz'", .»:2:.,..� n,:.c:,n ...«...��.��.13^s�:i/. ._?Yv�••t�...... .�. .�;. O .S � •� =;:z ':, �:m"� •�.;>m :<;x>�a.� �•�.� �r.:�:-- :»�:s�,>, ... :,<�... �" � 0:5%. '"; � ..^..0.5% o� •s ->:> »<..m.�«..•k:... ...... .. .� •? •,Iz<e ,.. '".. ,. ''•4'f ::..'''•?•.":'i',._., <?iY 1°J' .p t9 8S ,\"� ;.,�: 4�S x ? •' %!: .%�' SAS ,f,� i \ j trj Q) �O '� -- SAN; _...... SA"1....---- Sal ..'SAN}TNRY. M .....r� 1 �1 EXISTING 9 \ Dc^J 1 9 60 �� x x� s? 1g 40 j l x �s................... rWi Nv�io 2� so ........ N..9:: 1 g12 '� ->t-- �,(0!7 ; 9 �9? 10 �s�19.60 �s�`�gxx 1A - 119.62 f c� 1 A� 19.12 19.1a i��-lam z 1`,s 01 > > m �BSB dssxl 19 TA ass �96a8 z• rL° �g299 �°� 9 n i90 n 1 18 I 101.01 ' cb ,, -0 �I U rz 0 W J LC t••� v x 8j 8 6 M.,4 4x4 cm Ib 3608 i;j r/� I.:_-f- 2 N cV `t.rts' R/W OR RW TYP S/W OR SW LF SD EL EX INV MEG FFE PVMT 10.52 T° SD-50 I'M O DESCRIPTION PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY CONTOURS STORM DRAIN PIPES SAWCUT LINE RIGHT-OF-WAY TYPICAL SIDEWALK LINEAR FEET STORM DRAIN ELEVATION EXISTING INVERT ELEVATION MATCH EXISTING GRADE FINISH FLOOR ELEVATION PAVEMENT GRADE ELEVATION SLOPE DRAINAGE INLET SURFACE STORMWATER FLOW DIRECTION STORM SEWER STRUCTURE NUMBER CONCRETE PAVEMENT TREES SILT FENCE EROSION CONTROL SANITARY MANHOLE - MH 0' 20' 40' SCALE: 1" = 20' ODS-3 1 CONSTRUCT NEW TYPE C /W H.D. GRATE BY CUT -IN TO EXISTING O 24" HDPE. PROVIDE SPOOLS (IF REQUIRED) & WATERTIGHT SEAL W/ NON -SHRINK GROUT EX-1 O MODIFY EXISTING INLET TOP MATCH PROPOSED ELEVATION NEW INLET TOP SHALL INCLUDE HEAVY DUTY TRAFFIC RATED CAST IRON GRATE CORE NEW HOLE EAST INVERT 14_20' SUFFICIENT TO ACCOMMODATE NEW HDPE 15" STORM PIPE O3 ALL INLETS WITHIN THE PAVED AREAS SHALL BE TO H-20 LOAD STANDARDS DRAINAGE STRUCTURES ........................... . 1. .., . .1-111 �,L EXISTING GRATE INLET 7 ° a= 8 - - r G i - sx...... 1.. �, �r 's �� '8 ss -`��r ...5.. WIDE BER%+1.5 ABOVE P.L. ELEV.)�� Kt� j �«... � „� , . � 1 � V . �• .. >:.".»,�_.._ ::. M: a^,,. ^z.:...�x ...._.... .. : :2...." tea: »>. .. �:.. ,� t;� �g�.,:.. �u�a} �>;.::: 9 ^.:1.::�NI Y�,r.:t.".,, B.:,.A .>� BCE, _$> _^, . x _�h=ems...= =^... }=;^, �.._ - - ®18.Z7 37 . - - - - • : , - -_ x I 4iijjj ...... 2 I}Z.......... ...... ....... ...... ..x.. ....... ... ...... ....... ...... ...... ....... ...... ..... ._ .... ....... i��..•.. r • ..... •:s ,z d-nold� � ib 4644 4x4 cm t'M��� x.... x - X-d wv S� '8 '�� N 89'41'59" W 271.99'-mp -'9 9� is..:...• .�j uS , S) ! 6S s:• :. � !� ? '�� , r » ,, OF _ OW MF C'"L;%::::'. •t 8s 8A "'`''' SS �k. ��I 89 39 26 W 271.76 q.- 'c� ,, f 8 N 89'3926� E 50.00` �P) :.:, c9 ., .................................................... ............. . _ _ ....... x ... .... ... .. ..::•.ac�::. ............. ...-...... ... _ - .3� 18.62 49 95' (M) ?,t �C..... x... ............. ............. ... _ ------------_................................................................................... oh I , x...... x........... x A x x..... O -- - "- -9 L--. :.^ 0 ai - � O117 M O- N 18 44 c� :».:.,::... 8 ..... :...... .... ....... ...... .......... ...... ....... .._.. ...... ....... ...... ....... ...... ...... ......-....r.. ....... ..... ....... ...... . _ . _ ....... ...... ...... ....... ...... ....... ............ ...... .............. ...... ....... ...... ...... ....... ...... . ........_.... ...... ....... ...... ...... ...... x..... ......................... .......................... ..... ....... ....x...... ....... .. x x ...... ...... ..x� . .x� .. .x� 184 :�:'�x- .,":::.` x w9.3 x� I v, cn --- 9 9 9 3 9 8 - -6t- -. - 9 O 2 x19.36 1r 9 A`; J - - x O irrigation cx x, zo _-"-_-6t_----------- BASTIAN BOULEVARD(CR-512)°x?`SE xl,x, All, 90 - - 9j- x� n" d pcp RIGHT-OF-WAY WIDTH VARIES (P) 9s, III III H, FDOT TYPE "C" INLET W/ TRAFFIC RATED GRATE DS-J GRATE ELEVATION = 18.70f EX -I TOP OF GRATE = 18.58f INVERT ELEVATION (SSE)= 14.30' (SEE PLAN FOR INLET ROTATION) INVERT ELEVATION (W)= 12.78' INVERT ELEVATION (N)= 13.78' DS-2 FDOT TYPE "C" INLET W/ TRAFFIC RATED GRATE MODIFY GRATE INLET GRATE ELEVATION = 18.70f RAISE TOP OF GRATE TO = 19.Of INVERT ELEVATION (N) = 14.20- INVERT ELEVATION (W)= 12.78' INVERT ELEVATION (W) = 14.20' INVERT ELEVATION (N)= 13.78'(PERM. PLUG) INVERT ELEVATION (E)= 14.20'(NEW INVERT) FDOT TYPE "C" INLET W/ TRAFFIC RATED GRATE DS-3 GRATE ELEVATION = 19.02f INVERT ELEVATION (W) = 12.34f (FIELD VERIFY) INVERT ELEVATION (E) = 12.34f (FIELD VERIFY) FDOT TYPE "C" INLET W/ TRAFFIC RATED GRATE DS 4O GRATE ELEVATION N = 18.70t INVERT ELEVATION (N) = 14.25f INVERT ELEVATION (S) = 14.25f DRAINAGE PIPE DATA I I 1 11 DS-1 TO DS-4 58 LF OF 15" HDPE ` DS-4 TO DS-2 75 LF OF 15" HDPE DS-2 TO EX-1 61 LF OF 15" HDPE 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITIES OWNER'S RECORD DRAWINGS. BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE UTILITY OWNERS RECORD DRAWINGS. THE SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REWIRED, OTHER THAN SHOWN ON PLANS. 2. CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS OF UTILITY AND STORM DRAINAGE FROM BUILDING. IF ANY SUBSTANTIAL DEVIATIONS FROM THIS PLAN, NOTIFY ENGINEER AND OBTAIN WRITTEN INSTRUCTIONS PRIOR TO START OF CONSTRUCTION. 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER 1 "dam% -�DI Iv [ FiO.�IT PER?MPIis F e n [.J s 1 e ° 9 IDo �^ N D & A REGISTERED ENGINE%R CADJA.ZZ• LLC CERTIFICATION OF AUTHORIZATION # 28509 SHEET NUMBER mw5fft- GREEN Revised: July, 2007 IS"m FND 1/2" NO ID i LEGEND / ABBREVIATIONS EXISTING PROPOSED DESCRIPTION ,S Y� FIRE HYDRANT WATER VALVE -WV BLOWOFF - BO LOT 1 LJ r® WATER METER - WM SEBASTIAN CROSSINGS COMMERCIAL I PB 22 PG 73-76 I I ® SANITARY MANHOLE - MH SANITARY CLEANOUT - CO O 20 40 ' ® BACKFLOW PREVENTER - BFP OR PRESSURE ASSEMBLY - RPZ SCALE: 1" = 20' _ -WM- - W►vi WATERREDUCED 3AIN SAI'1 SANITARY MAIN I I - as--- - - 9 GAS LINE G - - - - EASEMENT LINE LF LINEAR FEET PVC POLYVINYL CHLORIDE :>? SD STORM DRAIN N`; INV INVERT El PROPOSED SITE LIGHTING (SEE PHOTOMETRIC PLAN) SANITARY MH TOp ELEV=17.24 i N INV=8.31 v n PROPOSED SITE ELECTRICAL TRANSFORMER E INV=8.42 SW INV=8 46 S 89'39'26" E 271.76' (P) S 89'39'26" E 271.76' (M) SANITARY MH - TOP ELEV=19.75 W INV=8.73 NE INV=8.60 - --- --- --- --- --- --- --- --- --- ------ - -1 _....... __.._...._............_.._..._.. _-__ _.._...._...._....-----__...._..-------• - r..............32--._.._� .�._------------------.......................... . .-------...............--- SANITARY MH----� 20$ LT 0 ?" ?''' C % TOP ELEV=19.98' D q S INV=9.65 ,.. E INV=9.58 u� ; ...•.• •: ° ° FND 1/2" IR NO ID � •F FT H 0. I ° ° 00 07 I) [C w r) rr o I `V n J r Q 0 U Of. Z Ela S I LLJ 4 �p v <? Il) c cn ! ° C 4 •a Of C4 t? zm CL V) :.. (W <i' ( PROPOSED NEW DOLLAR GENERAL LOCATION FOR woo0 17 I°i ;ry 4'd " P')WER POLE, N N I44 70'X130' PROTOTYPE "C" W/ MODIFIED DELIVERY DOORCONFIRM C6±ORDINATE & WITH FP&L PRIORNTO 9,100 SQ. FT. w w ° 46 PARKING SP. INSTALLAnoN a, O 00 I PLUG LATERAL FFE = 20.0' r 00 in CV04 > �` lib's . { 0 o 5A.1I1T'ARY I / O O STUBOU •:' 4' z Z L, v R1- �, -4 n Q' 0. 24 ! 'I� V . v 4 • 4q d q •4 4 O •' • a _• ' ' +I v - . Q - 4 !Q 4 3 I/ h O. 4 -A 4• 4 .' 9 V• ,/' ,^\ - .44, q. PROPOSED SEWER LATERAL V INV. 15.8' a 111 �ii SERVICE CONNECTION, INV. R1-1 10.09- (FIELD VERIFY) SEE i \ 6" PVC SAN, ® 1R WATER &SEWER DETAIL SF+_ET I 6" PVC SAN. 019t 2 0 PROVIDE 6"X4" FOR LATERAL SERVICE s SERVICE LATERALw REDUCER COUPLING DETAILS/SPECS I SG INV. 16.3' JUST DOWNSTREAM I �4� OF BLDG. DBL rn�Q CLEANOUT MATCH W11-2 R 1 1 NO.:: E :•:, *y........................................................... }........ ::..:.:.....: ^.::,s "' .'."�.�: s...:,.., zs„„, c.,, r,�;a::� ?,;;;,,,:..t „::.�.s .>.,_.:,.. :t: N�crx;.,^.,:x ss,:,..;;.:� .>»„ �k+, �.,»:,,� ,0..�:s.,.:., .`�,..a�ss.�t .:.<,�<.yx, ,..;...r :u,... .: M. :........:..'1 c..�! »tfi:a �t<..: �'ff i:;;c'1:,{s:�:; .«r..:.;x Sny�ix�:".. ,,..> M- 7a.:s �Y � ....�_.. " ,� xw: ,. :.w�.� ,..,» 1f3t:mwJ2 �.,.::tts>t� :ams S:`:;w�:ssx .: x`^,.,rz ..» ,.xy. .�.c», }T}}� ....: .� ED % %.,:` ±_F :F. s''5... ins I'Sf''T 1 i""%v:c>•(t;. ?,.P�f .. -.i-......- EXISTING AN -------•-- SS............... _ SAN -- ` 4iv---SANITARY, MH lal ...... ...... ......±vw• nLEV=,y.Ov ...... .. . .... ...... ..... . W INV=10.54 I �r N INV=10.20 W11-: EXISTI4RED HYDRANT I • �� PAINTEXISTING UTILITY EASEMENT '* EXISTING1 � ORB 2223 PG 2423 .�•�".) -- -- ' � --- --� n n EXISTING 4" PIt- 1� ° n A: �� - IJ L] FND 4"X4" E7kI5TING 2" BLOW -OFF WM wA.B_46- �f61 f,1Y1 ,11,1 „1YI���{t�` „IY� �, .._..'11M�-�'YIMVrM ±.:.. e;:.. sa „'FND N&D witFND 1/2" IR 8s Ti '�� N 89'41'59' W 271.99' M '°ow=±;s^ ,.< NO ID CONSTRUCT 1" WAIE? " NO ID SE RVICE CONNECTIONN 89'39 26 W 271.76 P Tfl. AI r:SHEET..:..:: .....: :.:.:.: :::: ::::: ::: :::::: :::::::....:.. ...::: •::::..-:. :..:- .-::::. •:.::: ...... ....... ...... .............. ...... ...... .... ....... .... .::• .-:::........... ::::::::REFER •_ DET L ':: � ':..... ....................... .... _- ........ ...... ...... 7.... ...... ...... .............. ...... ... --DETAILS-: ...... ...... _.. .... ...... ...... ....... ...... ....... ...... .......... ...... ...... - - - . ...... ....... ...... ...... ...... ........ ...... ....... ....... ...... ....... ...... ...... ... __ .. ...... ... .... ....... .............. .... ..... FOR REQUIRED............................. AND SPECIFICATIONS EXISTING 4" GV EXISTING B" DIP WM RIGHT-OF-WAY WIDTH VARIES (P) -- ......... _-yj DR - I _----"" OF_WAY (P) i - - p0, WIDE RIGH _ -33 LF 6' OR r" P'Vc 3 % I ii i I 4 �. CONSTRUCTION NOTES WATER �1 5/8" WATER METER WITH 1" BFP POLY LINE VALVE ASSEMBLY FOR BLDG CONNECTION SEWER 1 DOUBLE CLEANOUT INVERT EL. 16.5' INCLUDING 6" TO 4" REDUCER SEE UTILITY DETAILS FOR SPECIFICATIONS OCLEANOUT SEE PLAN FOR INVERT SEE UTILITY DETAILS FOR SPECIFICATIONS _ 1. CONTRACTOR TO COORDINATE WITH INDIAN RIVER COUNTY UTILITIES PH.#772.226.1636 FND 4"X4" CM ON REQUIRED PERMIT FEE, 5/8" METER COST/FEE, & ANY INSPECTION/INSTALLATION FEE. LB 3608 2. CONTRACTOR SHALL PROVIDE A BV P CONSISTENT IRC UTILITIES APPROVED EQUIPMENT. C? 3. Ud ELECTRICAL 50' INGRESS -EGRESS EAS 1. CONTRACTOR TO COORDINATE W SIGN PROVIDER & INSTALL CONDUIT AND WIRING FOR SIGN POWER, ORB 1933 PG 387-40 COORDINATE WITH ELECTRICAL PLANS AND PROVIDE POWER TO SIGN. 3$ 2. ELECTRICAL CONDUIT PER ARCHITECTURAL PLANS & COORDINATE WITH POWER PROVIDER & CONFIRM WITH OWNER ON PLACEMENT OF ELECTRIC TRANSFORMER PRIOR TO INSTALLATION. R.. ® I 3. CONTRACTOR TO PROVIDE ALL ELECTRICAL CONDUITS AND WIRING FOR SITE POWER AND LIGHTING COORDINATE WITH ARCHITECTURAL PLANS FOR POLE HEIGHT AND LIGHTING P S ECIFICATIONS 4. CONTRACTOR TO COORDINATE WITH LOCAL SERVICE PROVIDERS FOR INSTALLING CONDUIT FOR CABLE, PHONE AND INTERNET SERVICE. rV€ }' 5. CONTRACTOR SHALL PROVIDE POWER SUPPLY TO THE IRRIGATION WELL THROUGH THE HOUSE PANEL ±' s. M,..,....,,.. x,..<.,..,v.<...................... < . 6. CONTRACTOR TO PROVIDE S_EEVING UNDER PAVED AREAS FOR IRRIGATION WATER TO ISLANDS AND WITH < POWER TO WELL. COORDINATE PHONE AND CABLE ON CONDUIT REQUIREMENTS PRIOR TO PAVING. is O r� 0- I M 7. CONTRACTOR TO PROVIDE 4" SLEEVING UNDER PAVED AREAS TO ACCOMMODATE IRRIGATION & o COORDINATE WITH LANDSCAPE ARCHITECT. 1N Pj 0,: LLJ ,€ I w f O ml'tw -0 tf c ♦ �y cV p 0 W O ) a <s co �J z: r z t HE a k i> 3 FND N&D LB 4644 N 89 3 9'26" E 50.00 P I N 89'57'45E 49.95' M -25' ACCESS EASEMENT- ,/ I '• / a - o o a, ai M � 00 00 In V) I FND N&D PCP, INDIAN RIVER COUNTY WELL SPECIFICATIONS 1.1 THE CONTRACTOR SHALL DRIVE OR DRILL ONE DEEP WELL WITH PVC CASING FOR THE OPERATION OF THE IRRIGATION SYSTEM. THE WELL SHALL PRODUCE SUFFICIENT GALLONS PER MINUTE WITH NOT MORE THEN A 5 FT. PUMPING DRAWDOWN TO SUPPORT THE DEMAND OF THE IRRIGATION SYSTEM AS DESIGNED BY IRRIGATION INSTALLER. 1.2 THE WELL SHALL BE INSTALLED AS PER STATE AND LOCAL CODE REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED TO DRILL THE WELL OR WELLS. 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ONE SUBMERSIBLE PUMP IN THE WELL THAT IS SUFFICIENT CAPACITY TO PROVIDE THE ABOVE REQUIRED WATER DEMAND. THE PUMP SHALL BE CAPABLE OF PRODUCING THE REQUIRED GALLONS PER MINUTE AT 140 T.D.H. (TOTAL DYNAMIC HEAD) THE T.D.H. IS AT GROUND LEVEL THE PUMP OR PUMPS SHALL BE INSTALLED USING THE FOLLOWING EQUIPMENT AND MATERIALS. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL NECESSARY EQUIPMENT FOR THE OPERATION OF THE WELL PUMP AND ITS CONNECTION TO THE IRRIGATION SYSTEM.. A) SANITARY WELL SEAL B) DROP PIPE C SUBMERSIBLE PUMP CABLE SIZE AS REQUIRED D) ALL NECESSARY GALVANIZED FITTINGS THAT ARE REQUIRED FOR THE CONNECTION OF THE SYSTEM. ALL ABOVE GROUND PIPE SHALL BE C90D PVC PIPE AND PAINTED BLACK. SAME SIZE AS THE MAINLINE. E) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT F) ISOLATION VALVE G) SILENT CHECK VALVE H) PUMP START AS REQUIRED 1) ABOVE GROUND CHECK VALVE, WHERE REQUIRED BY CODE 3.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND CONNECTION OF ALL THE ABOVE EQUIPMENT AND THE CONNECTION TO THE IRRIGATION SYSTEM. 3.2 POWER FOR THE OPERATION OF THE WELL PUMP SHALL BE SUPPLIED TO A JUNCTION BOX AT THE WELL LOCATION AS PART OF THE ELECTRICAL PLANS OR BY OWNER. COORDINATE ALL POWER REQUIREMENTS WITH THE OWNER OR THE GENERAL CONTRACTOR. 4.1 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. AT THE LANDSCAPE CONTRACTOR'S EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE FAILURE T REPORT SHALL P CONTRACTOR. THE SYSTEM IS IN OPERATION. LU E 0 LL LACE LIABILITY ON THE A ARCHITECT OF TH 4. BEFORE SETTING THE PUMP THE WELL DRILLER SHALL NOTIFY THE LANDSCAPE AR E 2BEOES D E STATIC WATER LEVEL TO DETERMINE IF THE PUMP CAN PROVIDE THE PROPER GPM AND PSI FOR THE OPERATION OF THE IRRIGATION SYSTEM. R SHALL B RESPONSIBLE TO VISIT THE SITE AN FAMILIAR WITH THE ON 5.1 THE WELL DRILLER S L E D BECOME SITE LOCATION OF THE WELL. IT SHALL BE HIS RESPONSIBILITY TO NOTIFY THE OWNER IF HE FEELS THE LOCATION SHOULD BE MOVED. THE OWNER SHALL NOT BE RESPONSIBLE TO PAY FOR ANY WELL OR PART OF A WELL THAT DOES NOT MEET THE FULL INTI dT OF THESE SPECIFICATIONS. 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER Revised: July, 2007 a - x � A UvUi - o Im o U LU rt. z zz O 0 qw ua - - x X - X - 0 0 C7 0 a1 w A m z . A0 z- c`i rn y to rL* Z 8 Lz W � llpp"�11��11 0 I� THESE PLANS MAY NOT BE COPIED OR MQVWd9I?.W1TTIOUT N.1 imp, tmu a� ® = 0 /q O ® Ai O G' IISS�j,, `E�SL'S16NEIZi'&✓ ;� ATEA)5AJN EI�p,��c > CERTI 1 r T10N�OF0 AUTHORIZATION il 28509 SHEET NUMBER HERBS' GREEN 1 4n - 71 n71011 1- - n * When sidewalk width is S 7' ramp width will equal sidewalk width; [V Ramp Curb Of Ramp Curb o Q E v) 2� a x � i Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown) 12" Crosswalk _ (6' Min.) 12" Drop Curb Crosswalk (For Payment See Line (T;p.) General Note 6) ON RAMPS TAHT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN, -LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS do INTERSECTING WITH CURBS ON A RADIUS, THE DOME 1.6" MIN. PATTERN SHALL BE IN -LINE WITH THE DIRECTION EDGE OF < 2" 2.4" MAX OT TRAVEE TO THE EXTENT PRACTICAL. DETECTABLE WARNING - 0.9" MIN. 1.4" MAX. lV t vi 0.2"f 0.02" 0 0 O O TRUNCATED DOME zQ 0000 N 0 0 0 0 THE TOP WIDTH OF THE DOME SHAL BE A MINIMUN OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. O O O O -� ✓ TRUNCATED DOME TRUNCATED DOME PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL HAVE DECTECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24" (6" MIN) FROM THE BACK OF CURB. CURB RAMP DETECTABLE WARNING DETAIL Util. Sidewalk Strip_ Width In Feet Width Varies -� Curb Type D Or Curb & Gutter ype F (Curb &Gutter Type F /—T own). 0- U5 r- a- cV E X Ramp Curb, GJ R� 12" Crosswalk Line (Typ.) 12' Crosswalk (6' Min.) FDOT CURB RAMP CR 21 SCALE = NTS PICTORIAL VIEW PER FDOT INDEX 304 TACTILE SURFACE MAX SLOPE = 12:1 EXPkiSION JOINT CONST 4" THICK \(ALL PREFORMED CONCRETE RAMP FILLER DETECTABLE --� • • • \ROUND) A WARNINGA SURFACESIDEWALK 6'MIN. I �5 MIN .= •� j5'MIN. �j PAVEMENT SEE SITE PLAN FOR DIMENSIONS SECTION AA HANDICAPPED RAMP SCALE = NTS NOTES: 1.TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING SURFACE SHALL PROVIDE A DARK -ON -LIGHT OR LIGHT -ON -DARK CONTRAST BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE, TEDGE OF TRAVEL WAY 4, "STOP" BAR TO BE PLACED 4' FROM EDGE OF TRAVELED WAY, UNLESS OTHERWISE SHOWN. T SIGNAGE "STOP" BAR SHALL BE 24" WIDE, 12' FOOT LONG (OR AS SHOWN) WHITE REFLECTORIZED PAINT. SEE PLAN VIEW FOR LOCATIONS. STOP BAR DETAIL WITH SIGNAGE SCALE = NTS POP R1-1 REFLECTIVE ALUMINUM GALVANIZED "U" CHANNEL POST PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE g N it I I I (�q,. ,� • ,4 :1 Z I) III—IIi`II�I( • .�-. •,- � Il4lI I F-TT ILL V-6" STOP SIGN DETAIL SCALE = NTS 0. C1 Q a H/C SIGN 6" WHITE ,\ 2" � 2" � m U cn o 6" BLUE o 0 9 _ W � M 0 , W ' A x ~i X x c - 0 C7 0 x o 6" BLUE 6" BLUE Ell w z m 60 o � °z 6" WHITE 6" WHITE V o � 12' W U JVHITE o W Q 0 U UNIVERSAL HANDICAP PARKING PAVEMENT MARKING < cn 0 1 SCALE = NTS � 1� W Z - C] �ci�Q Q W 1.25' DIM. Z W 7� r 4" o 12" WHITE PAINT PAINT co 115' g" co(1.4 1.5'R 0 HANDICAP PAVEMENT SYMBOL DETAIL SCALE = NTS 12" I A9 1� llT THIS SIGN TYPICAL AT ALL - AccVEA=H8M "VAN ACCESSIBLE" PARKING SPACES 1>9rE colc 777" CONTRACTOR SHALL IDENTIFY THE APPROPRIATE LOCAL STATUTE THAT GOVERNS FINES LEVIED, AND FURNISH - SAID SIGNAGE. N LL z GALVANIZED "U" CHANNEL POS 6"DIA.X VHIGH SCH 40 GALVANIZED STEEL PIPE YELLOW :20 O W BOLLARD PAINTED OSHA FILLED WITH CONCRETE m w oIr _ ` w `0 00 -. 0 a PA A i� HANDICAP SIGN DETAIL SCALE = NTS e N M00 � � cis 7'•7 a � • r; L) 00 o O v cu 0 C_ e CL THESE PLANS NIAY NOT BE coPfF1bbiR1 1 )YiTHOUT a` zz a nr • T 0 ® ( AL°IDdcINUESS SLGIt 6D* ! ISTi= D Fltlpp��,I,R CERTIFICATION OF +„ •w AUTHORIZATION A128509 SHEET NUMBER L HERBS EE GREEN P.E, # 48867 I #4 - REBAR CONTINUOUS � STOP @ EACH SIDE OF CONTROL JOINTS 6" ROUND EDGE 3" STRUCK JOINT 2% _SLOPE PAVEMENT ► .:► .I SURFACE ;. `: /;D •• s..';• .. CONCRETE SIDEWALK WITH 6x6 W1.4xW1,4 INTEGRAL CURB & SIDEWALK. SCALE = NTS 10" 1'-2" , SLOPE TO �* Frr DRIVEWAY y � 7-1" Std. A� 1utK 64 6" Min. 2'-0" DROP CURB 8" _ 6" / Joint Seal I 00 Conc. Pdv't. 1" -= 2 Exp. Joint And Preformed Joint Filler PC OR PT OF RADIUS RETURN j 1.5' co, S pip I EDGE OF �G THRU-LANE 0,0' p\ SAW CUT FULL DEPTt \ -,,,,--OF EXISTING ASPHAU PC OR PT OF RADIUS RETURN EXISTING PAVEMENT TYPE D PER FOOT INDEX 300-1 CONCRETE CURBS. SCALE = NTS SAW CUT CLEAN EDGE, 12" MIN. STRIP BACK EXISTING PROPOSED ASPHALT PROPOSED •_ PAVEMENT & ROCK BASE PAVEMENT ASPHALT ! AS SHOWN & MATCH —\ PAVEMENT I EXISTING PAVEMENT EXISTING BASE ......POSED::COMPACTED : SUBGRA..... . I CONNECTION DETAIL AT EXISTING ACCESS DRIVES SCALE = NTS CONCRETE PAVEMENT -� ` �- ASPHALT e• ' '° = / -•-- 6" BASE SUB -GRADE ASPHALT ADJACENT TO CONCRETE CONNECTION SCALE = NTS r- POST (OPTIONS: 2"x4" OR /` F�ow- r 2 1 /2 MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 5' CENTERS MAX z��-- � GEOTEXTILE CRITERIA --� GRAB TENSILE STRENGTH 90 LBS z TRAPEZOIDAL TEAR 35 LBS - MIN�� MULLEN BURST 180 PSI SEE FDOT INDEX NO 199 BURY FABRIC 8" . � PREASSEMBLED SILT FENCE NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK W EXPANSION JOINT i STRUCK JOINT 4" x 6" GUTTER 6MAX DO'18NSPOOT i 1 /2" EXPANSION JOINT P H 4t; K 4-'r BROOM FINISH FULL DE T -� 2"x2". WOOD STAKES WIRE OR NYLON 1 ti ° 2 PER BALE BOUND BALES •°• - - l 1 ' '•.. • .".••'• •- -'• EXISTING GRADEFLOW • . i ` STORMWATER INLET ��,�---- • : ,. 4' ' = FLOW FLOW 2 (MIN.) STRUCK JOINT EXPANSION JOINT SECTION "+i- + t-"-t=+=r �+ NOTES: BALES BUTTED TIGHTLY 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER PLAN DOWNS!_OPE TOGETHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED Y. ILL rIP44, PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. ILI , + ANGLE FIRST STAKE —II it n it n It II it TOWARD PREVIOUSLY u u u U u U u U TYPICAL SIDEWALK LAID BALE ELEVATION SCALE = NTS STRAWBALE SILT BARRIER EROSION CONTROL/WATER QUALITY MANAGEMENT PRACTICES SUBGRADE SOILS MUST BE ° "CC MNCRET'E a.'. _ < 1. THE CONTRACTOR MUST SELECT, IMPLEMENT, AND OPERATE ALL EROSION AND SEDIMENT CONTROL DENSIFIED TO AT LEAST 95% �� d j MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS OF WATER QUALITY OF MODIFIED PROCTOR TEST STANDARD AS SPECIFIED IN CHAPTERS 17-301, 17-302, 17-4, F.A.C.. THE CONTRACTOR IS MAXIMUM DRY DENSITY (ASTM O ENCOURAGE TO USE APPROPRIATE BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT D 1557 FOR A DEPTH OF AT LEAST 1 FOOT, OR THE CONTROLS AS DESCRIBED IN THE FLORIDA LAND DEVELOPEMENT MANUAL: A GUIDE TO SOUND LAND ) i '` ,C AND WATER MANAGEMENT (DER, 1988) FULL DEPTH OF FILL, .�r:�i\�/\�,\�i\�r\/\�r\�i\�/\�i\�i\�i\�/\�/\^i\�/\�, WHICHEVER IS GREATER, 2. THE CONTRACTOR SHALL CONTROL TURBID RUNOFF FROM THE PROJECT BY ROUGH EXCAVATING PRIOR TO PLACEMENT OF `r THE PROPOSED RETENTION AREAS IMMEDIATELY FOLLOWING CLEARING AND GRUBBING OPERATIONS. CONCRETE. SUB -GRADE ALL DEWATERING DISCHARGE SHALL BE DIRECTED TO THESE AREA(S) FOR SETTLING PRIOR TO DISCHARGE OFF -SITE. 3. THE CONTRACTOR SHALL INSTALL WATER QUALITY CONTROL DEVICES ALONG THE SITE PERIMETER,AS DESIGNATED ON THESE PLANS. THE CONTRACTOR SHALL RECEIVE THE ENGINEERS APPROVAL OF THE INSTALLATION PRIOR TO ANY OTHER SITE CONSTRUCTION. 4. ALL EROSION CONTROL/ WATER QUALITY DEVICES SHALL BE IN ACCORDANCE WITH INDEXES 102 AND 103 OF THE LATEST EDITION OF THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". SILT FENCES, HAY BALES, AND/OR TURBIDITY BARRIERS SHALL BE INSTALLED AT ALL OFF -SITE DISCHARGE POINTS. ALL EROSION CONTROL/WATER QUALITY DEVICES SHALL BE LEFT IN PLACE UNTIL THE DISTURBED AREAS ARE COMPLETELY STABILIZED AND/ OR VEGETATED. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SOIL MOISTURE TO PREVENT WIND GENERATED SOIL EROSION. ALL SURFACES 30 QR MORE DAYS SHALL BE VEGETATED WITH A TEMPORARY OR PERMANENT COVER. 6. REFER TO FDOT INDEX 102 FOR EROSION, CONTROL STANDARDS. EROSION CONTROL DETAIL SCALE = NTS SEE PLANS FOR ASPHALT LOCATION OF SURFACE f TREATMENT OF STAMPED ASPHALT/CONCRETE AREAS. �/ BASE CONTRACTOR SHALL PROVIDE SURFACE TREATMENT PER \ t \ MANUFACTURER'S RECOMMENDATIONS. SUB -GRADE ASPHALT 1.5" TYPE 8-1 (FDOT SP 12.5) ASPHALTIC CONCRETE SURFACE COURSE BASE 6" LIMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180 SUB --GRADE 12" COMPACTED SUB -GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 TYPICAL ASPHALT PAVEMENT DETAIL SCALE = NTS 31-01, 2'-4" 2" 11 11" 2" A • :. c 4'20-01' N T - r ^� r _ I 14 12 CAST IRON GRATE H-20 LOADING PLAN k__'j Of Grate 3'-0" 3 3/4" 1 �+ N1 L!,r�` 2 -"'GRATE':f HALF SECTION CAST IRON GRATES .a NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 a, & 232. J. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS 0 2'-0" 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" 12' X 1Y CONCRETE PIPE. OPENING MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. FT ALL EXPOSED CORNERS AND EDGES OF CONCRETE I SUMP ARE TO BE CHAMFERED 3/4". SECTION CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. 18' X 18' X 12" 3/40 ROCK OR FOOT f5 STONE WRAPPED BY FILTER FABRIC FOR SUMP AREA. FDOT INLET TYPE '"C" SCALE = NTS GENERAL CONTRACTOR SHALL PROVIDE CONCRETE AT DRIVE-THRU LANE AND TRASH ENCLOSURES AS FOLLOWS: . MINIMUM 4,000 PSI COMPRESSIVE STRENGTH CONCRETE WITH BLACK ADDITIVE. . TYPE 'F' POZZOLONIC SHALL 6E SUBSTITUTED FOR UP TO 207 OF THE PORTLAND CEMENT TO REDUCE EFFLORESCENCE AND MAINTAIN THE BLACK FINISH. . CALCIUM STEARATE SHALL BE ADDED PER MANUFACTURER'S RECOMMENDATIONS TO SEAL AND WATERPROOF THE BLACK CONCRETE. WATER REDUCER SHALL BE USED PER MANUFACTURER'S RECOMMENDATIONS. TYPICAL CONCRETE PAVEMENT DETAIL. SCALE = NTS PLANSSEE OASPHALT LOCATION OF SURFACE TREATMENT OF STAMPED\��\ ASPHALT/CONCRETE AREAS. BASE CONTRACTOR SHALL PROVIDE SURFACE TREATMENT PER MANUFACTURER'S RECOMMENDATIONS.\\ \\\J SUB-G\\\RADE ASPHALT 2.5" TYPE S-1 (FDOT SP 12.5) ASPHALTIC CONCRETE SURFACE COURSE BASE 8" LIMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180 SUB -GRADE 12" COMPACTED SUB -GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 HEAVY DUTY ASPHALT PAVEMENT DETAIL SCALE = NTS in 04 100 ' MIN. z EXISTING FILTER -•J GROUND CLOTH SIDE ELEVATION 100' MIN. OR 4X CIRCUMFERENCE OF LARGEST TIRE. WHICHEVER IS GREATER _ PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 2" - 3" CLEAN STONE PLAN VIEW 6 1M()E1jV"ALI% x C,=URB (TYR) STEEL PLATE t v7 IN DOWNSPOUT THRU SIDEWALK DETAIL SCALE = NTS CONSTRUCTION SPECIFICATIONS EXISTING PAVEMENT 1. STONE - USE COARSE AGGREGATE (2 - 3 INCH STONE) 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET. 3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, o GRAVEL, BOARDS OR OTHER APPROVED METHODS. z < 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC --o"to RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, EXISTING DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE PAVEMENT REMOVED IMMEDIATELY. 7. 12' X 24' METAL GRATE MAY BE USED. GRATE SHALL BE 25' AWAY FROM En PAVEMENT AND APPROPRIATE SEDIMENT CONTROL TRAPPING DEVICE SHALL BE 0 USED AT GRATE OUTLET POINT. z� �_oN STABILIZED CONSTRUCTION ENTRANCE THESE PLANS MAY NOT BE� COPIED OR MODIFIED WITHOUT t��fb7 T0Pu"iD I SIN.FROM ® ®1G0�ts jj Y uP. IEZ: ^. r� m o �AE3t�S,iorll� & I-EMBO S a T °o {!VEER yea® 1h�o�lI r�1OF AUTHORIZATION # 28509 SHEET NUMBER HERBER CREErd P.E, �8867 Lt:60 - ZLOZ/9/I-L -8 BrJVd AON -IVNI=l SEJNiS:i l06,i Ndt i o d� OG' .......... ......_......... ...._. .. .. ....................I.I.... ... ..... ........................_........................... . .. .. ... .. ... ... ..: , .• . N::fl:.::: S::CAN::N�T.:S :LiCATEi3..'..'::""'.: ':..:;.::;.;>::: WHE i ER .. E.. .:_:;::%;":_`;::.' ... . ..... . ..., . .... . ,. . I. .i: T.... ' .::13J :,:.:. R{(�HT> dF;:"WAY. '':._ '::.:.'" tM E . 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BE FLUSH SURROUNDING rLC.3CJR ,URF {' s R-Ok"Y Q:j h. f J 6"x4" REDUCER t_. ._ ETIe HEt<}_` DUTY CAST it ON1 ADJUS€INSLE SCORIPO'ED S ECUF -PLO COVER, VE:I~R, BRxldZl T'tt L.P't.F':.PtL1 I-LCJ N -��JLS Lhi-AG _ti. da .a a FLANGE ,-I= '.- WASTE LINE LENGTH TO SI_IIT 4„ 1 / 4" i I T-• t _ »» DOUBLE U LE CLEANO UT DETAIL I BU LDING CONNECTION 14z- C ON SCALE = NTS EXISTING PAVEMENT CONCRETE 2" ABOVE PAVEMENT �.__� \� . TO 18" CAST IRON I r _ VALVE COVER BOX 4" CAST IRON RISER TRAFFIC BEARING CLEANOUT SCALE = NTS rq, L$m=�� ?.... Yt. M. FLOt*l REC[UCED =RESSUR ... ...... -............-1-N PLAN VIEW. BACKFLOW PREVE>NTER WITH GATE VALVES ` w.M._- r I r�4_}Y.. _ :� } v�-1''w......- ` - UNION I I W,M. 5 I ... M, Z. r FINIS4EL I 1:R % GRADE i r::. .....:-. ... [ .. .. .. i E_LLVIAT;C U NOTES I: ALL BUILDINGS -MYH FIRE. SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESIDENTIAL ARE REOJIRED TO INSTALL. DMISLE CHECK BACKFLCIW PREVENTER MTH REDWIM PRUSURE ZONE FEATURE AS DET` ?riP RI D BY UTILITY, 2. ALL F4UUil-STOF.Y, MUL11--FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ SACKFLOW PREVENTORS. 3. APPRO:'ED ELIUALS HAVING FULL ULy U50, AND AWWA CFRTIAQVIONS %fA.Y B INSTALLF0 ONLY AFTERSPECIFIC APPROVAL BY #RCOUS. 4. SUPPORT 13ACItrLOW PRFVENT'ER 7110.4 WALL OR APPPOVEC PIPE: SUPPORT SYSTESf. PIPE SUPPORT SYSTE).<. SHALL BE BRASS, COPPER OR D.I.P„ AS APPROVED SY RCDUS, 5, BELOW GROUND INSTALLATION IN A VAULT #fAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF `•'AULT IS AT LEAST V--O" ABOVE THE I<:IGH WATER LEVc`L. 6. PIPINO 2-1f2" a:? W,A7E'R SHAI,.:, RF FLI�VGED MJCTILF [Raq PIK,'. ALL MATERIALS ART TD pC ?ER IRCDUS APPRt)VED FdAutfFACTUT?ER3' PRODUCT CISr, 8, ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EOUAL), S. ALL RPZ BACK FLOW PREVENTS SHALL, BE CERTIFIED BY APPIsOVE(3 TESTER An APPROPRIATt' CERTIFIED FORM SUBMITTED TO IRCvLiS. }' DRA"NG yI I � .i FN TiIV1:'`.'? COI;Iv`I°Y ``' NO. Dr,PAIc'€"MENT' OP :_= BAC"KF�.a4�'�' PREVE •1TEP t "`.li.I`i'tT S f::i?i'IC l.<> 1 , I - ;1 CAST IRON FRAME & SOLID LID (ROUND) WITH CLEAR OPENING FINISH GRADE EQUAL TO PIPE I.D. (Twl 6+� I I-,6" r 45- P.V.C. BEND 6� �se CONCRETE COLLAR P.V.C. PIPE P.V.C. WYE TYP F LOW FLow - FLOW 45' P.V.C. BEN D PIP E A I S INDICATED TED ON PLANS TERMINAL CLEANOUT IN -LINE CLEANOUT CLEANOUT DETAIL IN UNPAVED AREA SCALE= NTS <--_ NATI IPAI rant IF.In nD c1 IDf-DAnr ELEVATION 2'-O" ABOVE TOP OF PIPE. CUT-OFF SHEETING lZ i IF RE QUIRED. UIRED. Q ELEVATIO N TOP 0 PI PE P i E OR HYDRAULIC STRUCTURE BEDDINGN AN D BA KF C ILL WIT H SELECTED E ED MATERIALS E ALS TO BE PLACED AND COMPACTED IN 6" LIFTS UTILIZING METHODS AND EQUIPMENT APPROVED E THE ENGINE ER. - - - - - -1 .-4--.---- - PIPE BEDDING TAMPED =- `- - - - AND COMPACTED UNSUITABLt - - MATERIAL _ `\� / L -�- //, - - - __l .' , , I yi . BOTTOM OF EXCAVATION BACKFILL TO BE COMPACTED ET - t�i..J(�CI`l� �! D MP � ACTIO THICKNESS MAY VARY DEPENDENT UPON MATERIAL, METHODS USED,. BUT IN NO CASE SHALL EXCEED 2". DENSITY DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE. REQUIRED BY THE ENGINEER. - 6 - ,. MIN 1 2 MAX 12" 2 DIA AND UNDER E 12" MIN - 18" MAX OVER 12" DIA NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION SCALE = NTS SEWER MAIN _ 5 ` PROPERTY S/W LINE 6 s 4" OR 6" SERVICE LATERAL ( 4 b i. f INSPECTED BY E -s INSPECTED BY PLAN VIEW ENGINEERING BUILDING DEPARTMENT DEPARTMENT � PROPERTY LINE DOUBLE E MAX, a- CLEANOUT 6 CLEANOUT -A g = CAP FINISHED GRADE m 1 • CLEANOUT -1" N1z � -�, ._- USE BENDS AS NEEDED - �_ - � TEE -' "FERNCO" COUPLING OR EQUAL SEWER MAIN � PVC PROFILE GENERAL NOTES: 1. LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED BACK TO THE BUILDING AT A SLOPE SUFFICIENT TO YIELD A FLOW VELOCITY OF 2 FEET PER SECOND. 2. STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND. TWO-WAY CLEANOUTS ARE ACCEPTABLE.NO WYE CONNECTIONS WILL BE ALLOWED. 3. BUILDING -SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FEET OF THE BUILDING. 4. THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED WITH AS FEW BENDS AS POSSIBLE. 90 DEG. BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS, REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT. 5. LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS. TRANSITION GASKETS AND/OR FERNCO ADAPTERS ARE ACCEPTABLE. 6. LATERAL CONNECTION OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC. 7. FIELD SOLVENT JOINTS ARE ACCEPTABLE. 8. CLEANOUT CAPS LOCATED IN DRIVEWAYS AND OTHER PAVED AREAS SHALL' BE CAST -IN -PLACE RINGS WITH METAL COVERS STAMPED WITH THE WORD "SEWER", ALL OTHERS SHALL BE PVC WITH AN INVERTED HEX -NUT, 9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM THE SANITARY SYSTEM AT THE TIME OF INSPECTION, ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER/CITY. 10. REFERENCE ARTICLE 27 "GRAVITY SANITARY SEWERS" OF THE ENGINEERING STANDARDS MANUAL FOR SPECIFIC CODE REQUIREMENTS. 11. USE 4" OR 6" PVC (SDR35) PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS. - INSTALLATION OF LATERAL CONNECTIONS SCALE = NTS -- . e _ a � . -I x � '. - - -m _a x U cn 0 0 0 0 0 0 w . ,. F. GO z x 0 - - z 4 3 -" 9 w a c1 K X - x O O - r.1 C . 0 -x o a W . - -_ -! z --- N W 0 0 - A Q z N e� Y �u1 _� N ' H . v) -- V� . - - v/ - ..1 P4 - . - Q . - W c� M.", - r t -4 _ � I� w- r, .vim. :. _0.. W �. �( > - r ►-4 cn 06 g -,!� z - w '21 .W - C.")' P4 :4 I.-4 .. I.-4 0 . Q ,. , ,.,, .:.� f•V '' `� 0ct to ,�,o 6'.j cc n 4 ro - L. CD � ui :� ® 0 co E [a. E bQ .cn C. rl- r i; oll ;.4"o co 'I p U es w, , P-4 rr W o r m 4) 00 o A, SeC�. li e_o.. �u,�..,:.a,r 1. �.. I'll", THESE PLANS MAY NOT BE . COPIED OR MODIFIED WI77TOUT WRITTFF�VF�flftillIGPDgi OM . vv, �`• �o �" Er E e q io / e ' ye a - ' V e J, e per �. 1 3 .0, A �S �&�� vim® ENiDO66d+D93YI r��' ��a �. � I E ®C A vlu�IPIuI►0 p AUTHORIZATION Y 28509 SHEET NUMBER HERBE GREEN Iloklf 0 ,If zol P.E. 0 48F . a< axz� EXTERIOR 8 O n� 5 ---- 3O x 5"x5"x 1/4" STEEL TUBE W/ 5"x5"xl/4" CAP 3-PR. McKINNEY T4B3781 HINGES EA. GATE 3"x4"x 1/4" METAL ANGLE - 4 SIDES EA. GATE O5 O O8 1/2"DIA. x12"CANE BOLT ONE GATE Vx 18 GA. METAL DECK 1 1/2"x 1 1/2" x 3/16"METAL ANGLE DIAGONAL BRACE EXISTING WALL ENCLOSURE PROJECT SITE .� . ; EX. SEBASTIAN BLVD. EX. 8' CONCRETE VARIES - 10' MIN. 20' PARKING PUBLIC SIDEWALK LANDSCAPE BUFFFRAME 3:1 MAX. 1/2"°x8" BARREL BOLT LOCK (ONE GATE) O9 PROVIDE POST FOOTING t 1.5' HIGH TO STEEL BOLLARD DETAIL IL BERM I 1/A1.1 IR 5/A1.1 g O VARIES roo INTERIOR — — — — — TRASH ENCLOSURE GATE SCALE = NTS — — — - - J F.D.O.T. INDEX No. 300- TYPE "D" CURB 3 2 T O 18 GA. CLEANED, PRIMED & PAINTED METAL GATE, .% (BOX RIB, 2-COATED ENAMEL SPRAYS) PAINT MAIN EXTERIOR N. �% BUILDING COLOR P-3 O2 STEEL TUBE EMBEDED ,i INTO FOOTING (TYP ) \ 0 PVC SHADOW BOX FENCING u O4 FINISH CONCRETE PER SITE PLAN O SPRING LOADED WHEEL SUPPORT 5 4 TRASH ENCLOSURE ARCHITECTURAL ELEVATION SCALE = NTS 18' WIDE I) - 6" DIA, BOLLARD TYP. II II II 12' DEEP II II II II �I �14 � 1 A_ PLAN 5" X 5" X 1/4" STEEL TUBE WITH 5" X 5" 1/4' CAP PLATE. 0 CO 6" CONC SLAB W/6X6 W1.4xW1.4-\ f1 I 45' CHAMPFER PAVEMENT N 1.8» 6' DEEP CONC. APRON 18" 3" SECTION .17 n_ TOP VIEW r,..�,,,,.rao REAR VIEW FRONT VIEW 18'x12' TRASH ENCLOSURE/SHALL BE SCREENED ON 3--9DES BY A 6-FOOT SHADOW BOX PVC FENCING. NUMBER OF PVC PANELS WILL VARY DEPENDING ON SPACE BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS. TYPICAL 18'x12' TRASH ENCLOSURE WITH MONOLITHIC FOOTER AND SLAB DESIGN SCALE = NTS TN", 4 r d . a 1O RED PLASTIC BUMPER COVER. 2O (2) 1" WHITE REFLECTIVE TAPE O3 6" DIA. STANDARD STEEL PIPE - CONCRETE FILLED 4O TOP OF PAVEMENT/CONCRETE O5 EMBED PIPE IN 16" DIA. CONCRETE FOUNDATION NOTES: RED BUMPER POST SLEEVE: BPD-RD-6-52-S OR APPROVED EQUAL SUPPLED AND INSTALLED BY GENERAL CONTRACTOR TRAFFIC BOLLARD SCALE = NTS VARIES I F.D.O.T. INDEX No. 300 EXISTING TYPE "F" CURB — SECTION A - A SCALE = NTS _ 30' ON -SITE _ DRIVE AISLE/X-ACCESS TYPICAL ON -SITE PAVEMENT SECTION. SEE DETAIL SHEET FOR SECTION VARIES PROJECT SITE L _ 32' ON -SITE 20' PARKING _ 10' EX. SEBASTIAN CROSSINGS BLVD. DRIVE AISLE/X-ACCESS LANDSCAPE ROADWAY SECTION BUFFER - 1.5' HIGH BERM LIMITS OF SAWCUT @ EXIST. EDGE OF PAVEMENT MEG VARIES VARIES '. s .. ..x . ... •.1 ice`*'',•\`'. t` \~4.• + - • - - - - - - - - - - - TYPICAL ON -SITE - PAVEMENT SECTION. SEE DETAIL PROJECT SITE � s 5' LANDSCAPE BUFFER txl�) I ING TYPE "I"' CURB PROJECT SITE L s PROPOSED VARIES (SEE PLAN) SEBASTIAN CROSSINGS BLVD. DOLLAR GENERAL VARIES (SEE PLAN) � _ g.8' - � 4.5% - 5% GRADE BRK 27. GRADE BRK� e' x-wa . ROADWAY SECTION 2% MAX -LIMITS OF SAWCUT SEE CONNECTION DETAIL AT DRIVEWAY SHEET 8 FFE 20.0' 2% MAX. 59--M� i2% MAX- •`�/,r - ��.� rig;,., ` .. � �� �\\,'ti'�.`.\ �.~�j�`�. y�•y•.��.�''�\— — — — — — — — — /' /, r" •, r '.l%%i rt'j'� /% �%/l</r/ilii�f r%%%i l.!�/%f ji�'!;/!/ li — — — — — — — — — SECTION E - E SCALE = NTS INTERGRAL CURB & SIDEWALK - REFER TO DETAIL SHEET 12.50' - F.D.O.T. INDEX No. 300 TYPE "D" CURB SECTION C - C SCALE = NTS 25' REAR DRIVE AISLE 12.50' I TI'IUAL UN—JI It PAVEMENT SECTION. SEE PLAN & DETAIL SHEET FOR SECTION SECTION B - B SCALE = NTS 20' PARKING SEE GRADING PLAN t FOR ELEVATIONS - 12" THICKENED EDGE SECTIOND - D SCALE = NTS —REMOVE EX. DROP CURB & CONST. NEW TYPE F CURB PER FDOT INDEX 300 HVAC & MECH CONC. PAD AREA 6' HIGH PVC PRIVACY/SCREEN FENCING LL ALL AROUND HVAC AREA. )INATE WITH OWNER/ELECTRICAL PLAN FOR GATE LOCATION THICKENED EDGE G FOUNDATION PER MANUF. RECOMMENDATION 30' ON -SITE t DRIVE AISLE/X-ACCESS — TYPICAL ON -SITE PAVEMENT SECTION. SEE PLAN & DETAIL SHEET FOR SECTION THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WV ON FROM � ��`Ftl� 1009Q . on— 3 . . � � o g !$PIT, ��,fl(7lif OF AUTHORIZATION If 28509 SHEET NUMBER HERBER N RE 048,867 Fidelity National l'itle Insurance Company Commitment # 4019930 ` LEGAL DESCRIPTION: Schedule B Section 11 Items that effect site 6. Ordinance recorded in ORB. 1808, Pg. 687 is blanket in nature ,\1 GRAPHIC SCALE LOT 4 OF SEBASTIAN CROSSINGS COMMERCIAL, AS PER PLAT RECORDED IN and can not be depicted ' 7. Declaration of Covenant and Restriction recorded in ORB. 1827, Pg. r , zo o ,o zo 40 B0 PLAT BOOK 22, PAGES 73 THROUGH 78, INCLUSIVE, OF THE PUBLIC 1834 is blanket in nature and can not be depicted. RECORDS OF INDIAN RIVER COUNTY, FLORIDA. 8. Drainage easement recorded in ORB.1864, Pg. 383 is north of the property and can not be depicted. ' `1 9. Easement recorded in ORB. 1933, Pg. 387 is now within a right 9 `� ( IN FEET) of way and can not be depicted. 1 inch = 20 ft. 10. Easement recorded in ORB. 2047, Pg. 555 is north of the sites , and can not be depicted. 11 11. Easement recorded in ORB. 2105, Pg. 1619 is depicted. 12. Easements shown on plot recorded in Plot Book 22, Pages 73-76' are depicted. 13. Restrictions and conditions recorded in ORB. 2177, Pg, 330 are P�. blanket in nature and can not be depicted.i 14. Easement recorded in ORB. 2223, Pg. 2423 is depicted. �! All items recorded in the Public Records of Indian River County, Florida. �! 3s �6 LOT 1 59 SEBASTIAN CROSSINGS COMMERCIAL PB 22 PG 73-76 I i X? '1 I LLJ WSJ ' > 3 S F •,I 9,90M .?� Lam' /'� , ' J LA w I UE -SANITARY MH I TOP ELEV=t7.24 _, Y (p) � DE„V WA _18� NV=8.42®IOYDt - �• m 04 I , SW INV=8.46 - a ,> '> :D i m a- ` _ SANITARY MH 1 / O o u-) O \ TOP ELEV=19.75 M S 89'39'26" E 271.76' (P) \ FND 1/2" IR / \ TOE J S W Ih1 V= 8 6 S1 89°39'26" E 271.76' (Ivt j IJE tNV=8.60 No ID - - _ 8 F 6 OR 8 PVC 0 37% LEGEND: en _ S $939-26_E 280.76' (P) 8 r - _ - - - - - - - / 8,), JOB f S9 - - - - - - - -at- - - -TUB - - - - fir` �TOB '�� ) "Af / (P) -- PER PLAT _y '�' '' (M) AS MEASURED G " BERM °8S 268 LF 6" OR 8" PVC @ 0.32%� - - -BERM - - _ TOB Sa , / I 3 S I 9� FND - FOUND N D SANITARY MH �Fi� - -_T - - - - _ - - - - _ �Vo - TOP ELEV=19.9B 6-T- S c9 �TOB ~'> % T FND 1/2" IR ,,� S INV=9.65 �' �B °s - - - - - - - - - - - - - - - - - - �53 - - - - -54= - - - - - - - - - - - - - - - o E INV=9.58 ?� _ _�t-'> 1R IRON ROD -�t- - '6 CM - CONCRETE MONUMENT >_ TOE / J" , •\ i y �St� o r � ° / TOE '6 e 8 > a - 8�s I S ,� 6 / s ys I 7 N&D NAIL & DISK �� ",> �, ( q, TOE ss / PCP PERMANENT CONTROL POINT .00 CR - COUN-1'Y ROAD a / ' l I a6 ;> ROW - RIGHT-OF-WAY ORB - OFFICIAL RECORDS BOOK > d a \ { FND 4"X4" CM ---- - - -- - _-.- ,-- m I x,, LB 3608 PB - PLAT BOOK , ; ?, PG - PAGE { ` { , nl r \ I � ELEV - ELEVATION o ` Ir INV - INVERT ELEVATION v i 0 �'I I { (r I W LF - LINEAR FEET t-=? LO II s° / ( I MH - MANHOLE k =� I III TUB - TOP OF BANK 1.00 I •� { / o - v i � l � �' 6's ' _ 50' INGRESS -EGRESS EASEMENT TOE - TOE OF SLOPE t I 9.00' ORB 1933 PG 387-404 -SAN- - BURIED SANITARY PIPE ~ �= LL I I-�� 10' PUBLIC UTIL1 Y EASEMENT 'I° "� / I a -WM- - BURIED WATERMAIN y oue -OHW- - OVERHEAD WIRES ss N L v'`l In �, I - WOOD UTILITY POLE c� 5' UTILITY CASEMENT I - I a z a ORB 2223 �G 2423 I I I M NI \ I N N m( o �-- - TRAFFIC SIGN ) Q SUBJECT PARCEL 6 I '� / u ►1 WATER VALVE t.,1 w ' s I (I I w wl LOT 4 °, I v u1 R SEBASTIAN CROSSINGS COMMERCIAL � - FIRE HYDRANT I ( 1 0 �I ° PB 22 PG 73- 76 I I I I N� ,, CONTAINS 1.40 ACRES ± o N cv m I I O 61 0 O { I 0 C'4 o �' v Uj N 89'42'12" W 100.00 (P) 6O O6 ( ' ' I I I ''j SURVEYORS NOTES: 0-1 . ( i I > y F {{ I c I NITARY Z) STUBOUT I 1 o �a Cn Li i o { I ( I `� I IM 0 1. ELEVATIONS SHOWN HEREON ARE BASED ON CPS 24, ELEVA.TIOI\1=17. 24, w { .i i I a / /'L a ` r RELATIVE TO NAVD 1988 DATUM. Q w III I � i / / W 2. THE LAND DESCRIPTION AND EASEMENTS SHOWN HEREON ARE IN ACCORD f Q S6 ,i G J ' p, 'z/� 0 N � WITH THE DESCRIPTION PROVIDED BY THE CLIENT. oo / I " ZZ 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR I� ! I RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP'. - I- a 4. BEARINGS SHOWN HEREON ARE BASED ON NORTH LINE OF SUBJECT- 9-1s- - - - - - - - - - - - - - - - - - - - - l - I '3 ° 1 / PROPERTY, THAT BEARING BEING S 89°39'26' E, AND IS .ASSUMED. ! 1 i } I-------------a1-- � l ° I Z i! - �r,� N 89'42'12" W 694.48' (P) / `> - - - - - - - �- ENOT pDETETRMWED , ° `�� f y' �'6 � 5. ACCORDING TO FIRM PANEL NUNIBER 12061 C 0078 E, DATED MAY 04, � � - 1 -I-19---------- 8 ' I - 7 - j 1989 THE S BJECT PRO 6> �? I J L1 PERT`r LIES iN 70NE "X" I I I �. r -F-,B '6 - INLET - -- - - - - --679.---- ------ --- -- - EOP. 9 i 'S> 'O '�v .9--- co TOP ELEV=18.53 \ 8 I ` E INV=11.95 9 9 @ I 6. UNDERGROUND PIPING SHOWN HEREON IS APPROXIMATE AND IS BASED °, a .>S %> SANITARY MH d INLET 22.5't ASPHALT ROAD YF T TOP ELEV=19.14 v4 �y 265 LF 24'• PLASTIC PIPE @ 0,31% \'o '6S TOP ELEV=18.58 ° . 8°j ca UPON BEST AVAILABLE EVIDENCE PY UTILITY MAP.I�If�IGS FRCtivl OTHERS AND W IDIV=11.12 E INV=11.07N 89'42'12" W 376.83' (P) CROSS ACCESS EASEMENT W INV=12.78 �S / N 89'39'26" t to ABOVE GROUND FEATURES. N INV=13.18 ?y / 25.00' (p) ----L)-- 1 EDP 7. ONLY'VISIBLE IMPROVEMENTS LOCATED. s� „ - ' y �,y / 146 LF 6° OR 8" PVC @ 0.367 f' lTS S ;i` SANITARY MH SS Av O� S? 65 i OS p S N 89'42'12" W TOP ELEV=19.60 S -6t-- �, I 386.85' (P) W INV=10.54 a N INV=10.20 - -19- u, 7 25' SlGraaGEiLANDSCAPE EASEI4EIVT- � = - `?8 N 89'39'26" W 39.65' (P) o� �� CURB 2105 Ph 1619-1630 8y N 89"28'32" W 39.60' M) Sd 0 8 rn '82 N 89'42'12" W 3�18.58' (P) . ,y � I a J�0 'cp �y I �� - - - / --__ 1 'y S 89'42'12" E 35.84' (D) i 8y - - -SL- - - - - 3 ° ° S2 t vi c FND i i&D 11 t LB 4644 i - d ? ? y a'y o o' FND 4"X4" CM _ S _ 14.99' op �9 NORTH ROW \ `r� f f'8 7 LB 4644 � �� f ? j CURB INLET '�U �p FND 1j2' IR83, ? �6s �� N 89°41_59 W 271.99 (f\1) O - -t9- _ _ _ - - - -,y '9'6 ?5° P �`/ NO ID N 89'39'26 E 50.00 (P) 1 UTILITY EASEMENT ? S NO ID 8' WALK 8 f y EOP ELEV=17.84 83 8Q SSA, N 89'S9 6" W 271.76' (P) �8� "F" CURB _�6e` ' s _ a=� N 89'ST45" E 49.95' (M) ORB 2223 PG 2423 - - -.- - L EOP 1 � I - - - - -gt- �25' ACCESS EASE P�IErdT r o ,o -19=�r 9 o Certificate- Ln - - - This is to certify that this mop of plot and the survey on which it is bused ,at'_r'e made (i) in accordance I with "Minimum Standard Detoil Requirements for ALTAjACSM Land Title Surveys, h�intly established and adopted by I - - IALTA and NSPS in 2011, and Z - - - d LTA an NSPS and in effect on +he date of this - n Pursuant to the Accuracy Standards as adopted CY A d a i EOP - - - - - - _ - - ,9 s =,9 -- Epp { °, I v, n l certification, undersigned further certifies that in my Professional opinion, as a land surveyor registered in the State `\ °>'? ' S�, of Florida, the Relative Positional Accuracy of thiis survey does not exceed that which is specified therein. 9 v ° ,& 61.------------ �. I Dote: - ` SEBASTIAN BOULEVARD (CR-512) 's 5° - �?9 1" �'S tt'S RIGHT-OF-WAY WIDTH VARIES (P) g'ss 's FND N&D S, PCP, INDIAN GARY A. BURDEN RIVER COUNTY FLORIDA REGISTRATION NO, 3591 LB#6529 UNLESS 11 BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VALID. IRRIGATION NOTES PER CITY LDC SEC. 54-3-14.13 I Img4tion system shall b'edesig»iato.ax7oid sutfac ruff overspray or similar ctmditions fl 'd' "t rt - . ated areas walks riadra or, structures where water.. aws :©nto a �aeen ,prope y;: non ung ,.. ; ... '. Y , 32" CINCH TIES t2 Irri ati(�n s: stems _shall use dri #rckl; low<f1Qws miler heads:oi an..ottier reco n2ed"' g...: y.. Pi. l Y g ; method oflow volume hi4h efficiency tmgation.and shalt be designed to apply water :uniformly `"� 2'DIA LGDGEPOLE STAKE: LL_ DRIVEN3 MIN. J over the irrigated area:. 3" EARTH SAUCER wo v 3" MULCH INTO SUBGRADE A R _ .� TO HOLD W Ln - 3" EARTH SAUCE (3) Irrigation:systems design.fl.. sha11 meet pe l£;:irrlgation requli-ernents-af the plant material: EXISTING TO HOLD WATER a. PLANT GRADE BACKFlLL 1" ABOVE U 4 S nnkler jp Should n OR IMPORTED Ex. GRADE (: � p sp..-.. g , Qt exceed manufacturer's: reeommendaiions BACKFlLL Q - _ OR IMPORTED W ff l.. ... SOIL GRADE (5) Special attention .shall be .given to avoid:erosion: duc to runo on s opes:. - N l 2 x BALL DIA. x W 0 6 Rain sensing override devices shall be r: ; uired an 111 'automatic:ir»gat on systems: of �} SHRUB PLANTING DETAIL moisture sensing devices are encouraged_. •.., • . �:.:`, 3. NOTE: PROVIDE 3 STAKES LL_ MAND CINCH TIES PER TREE SANITARY MH SAUCER BERM A © 272 LF PERIMETER LANDSCAPE STRIP: 8 CANOPY TREES REQUIRED @ 1 PER EACH 35 LF 0 N°N -8.31 M E INV- . Q 3' HEIGHT SOLID VISUAL SCREEN HEDGE PROVIDED PER SEC. 54-3-14.11.D.2 SW'"�®e''� BACKFlLL J W �I SANITARY MH J OR IMPORTED ,�'1 . b: ; :' %-SOD ((� FND 1/2" IR S 89.39•26" E 271.76' (P) TOP ELEV=19.75 W INV=8.73 Q'� c,-t�►' "ti' NE INV=8.60 U P7 IDE RIG! LIMIT OF MULCH*-' *- ` Cl No ID S 89'39'26" E 271.76' (M) - -- �00' W .. -M8 LF 6 OR 8" PVC 0 0.37Y. ° b �; • • r •'<< , r :b. ` •e 32" CINCH TIE W U Z W _ L 1 1 . ..�. / . / 1 / ✓/ // ////✓/✓//// /� y /.� �' Q STAKES . . \ %9k 268 LF 6' OR 8• PV 2� ++ _ - « W M �._. : _ .. _ \V► W SANITARY MH _ r _ 1• _ :.t '• W TOP ELEV=19.98: ,-a ''' : [..�u S ❑ O D W S INV=9.65 • •;:•.:�,. o r O O "1'� (� ;. N` LL E INV=9.58 :. ,�.•. ;.*�" t- _+� ,'. • i CO y0� O ° ° S ❑ D O ID 1 , f- o SOD ._m-. Ln u / z o �- Q r P LIGHT POLE TYP. W o 3' SOD STRIP LLI Z W W ` d W UU- - - .- - V '. 0 J v Z�- Q = (O r- J \�N C4 li e N PLUG LATERAL I W J Q 00 �� 0 MAIN O -P a W QO m `. SANITARY ^ STUBOUT L1 0 . S ZZ - 0 a J LiJ _ o O) 2 C.D. PROPOSED SEWER LATERAL \ INV. 15.8' SERVICE CONNECTION, INV. 10.09' (FIELD VERIFY) SEE :a 6" PVC SAN. 0 1 WATER &SEWER DETAIL 5hEET FOR LATERAL SERVICE RACE LATERAL DETAILS/SPECS EXISTING FIRE HYDRANT PAINTED RED EXISTING 8" GV EXISTI NG 4" PVC WM FND 4"X4" CM :,9 d ^4A CURB INLET EDP ELEV=17.84 DOLLAR GENERAL 70130' PROTOTYPE to W/ MODIFIED DELIVERY DOOR 9.100 SQ. FT. 46 PARKING SP. FFE = 20.0' 6" PVC SAN. 0 1 X C.O. I PROVIDE 6"X4" REDUCER COUPLING IN%P. 16.3- JUST DOWNSTREAM S OD F DF OF BLDG. DBL_ CLEANOUT MATCH SLID ,,4 - 15-RA Sol (2' OC IN 3W LOW BED BELOW BELOW FACADE WN[DW 1REA7MEI 250-FS - (2' 00) PROPOSED NEW LOCATION FO^ WOOD POWER PQLE, COORDINATE & CONFIRM LOCATION WITH FP&L PRIOR TO i3:STALLA1ION - 100=}S a oc). 18" ff IGHT BERM MULCH AT �R OVERHANG =- 265 LF 24" PLASTIC PIPE 0 0.31% (EXISTING} EX. INLET 22.5' ASPHALT ROAD - CANOPY TREES TO ' BE PLANTED BETWEEN -, TOP ELEV=18.58 W INV=12.78 EXISTING STALLS 3 FROM BACK OF CURB TYP. N INV=13.18 CANOPY TREES PLANTED BETWEEN STALLS 3,%Nffikff--MH--(S) SETBACK 3' FROM BACK OF CURB TYP. W INV=10.54 EDP 61-FS N INV=1.0.20 MULCH AT CAR OVERHANG ' (2. MULCH AT CAR OVERHANG on 24-FS -O PG 2423 18".HEIGHT BERM FUTY EASEMEN 1 L `._��e�A`�i'3� �y.1,:.I:Irk.�.��.r►.�t,ri.�.��%Jyria;;�R:1`t.!?.►.L1_.�.r.[:�':>•�•',�.1�•;'%;tl�'�J�i• �,�1•:� A.I.`! � !.+/.i.► �;*!,�/w,�i.Gi► rn►�.�n_ .► ---- i.,,�ii � �ii �I.1:.ii., �,r t � � F/i%_.a. � s. J .- :�--,; - ii _ail ►��� �� • -;• • ` « SERVICE t "F" CURB rN rcfl Tt.1t-rilr{z F3R-REeUIREB-BEWj/...'3 0 AND SPECIFICATIONS EDP 1.4 GV 247 LF R-O=-W BUFFER: 11 CANOPY TREES REQUIRED @ 4.5 PER EACH 100 LF 14 UNDERSTORY TREES REQUIRED @ 5.5 PER EACH 100 LF. 4' HEIGHT SCREEN PROVIDED BY 18" BERM AND 30" SHRUBS AS PER DISTRICT OVERLAY SEC. 54-4-21.13.5 EDP. SEBA S TIA N BOULEVARD (CR 512). RIGHT-OF-WAY WIDTH VARIES (P) EOP FND N&D NO ID .0 LO ®L W U W FND 4" LB 360 O W W i- Q V) < a W �- W Li J 1 O y .. W C- F- U I✓ a v / o z Q 7 - = W a" W U J 00 � va � LLJ o_ . LL_ LL_ N 0 OLL 3 m p 1W U- '_. I 0) " s _ O w Z _ ++ = Q i/ 0_' CV W Q I LL_U 00 00 d' Z co LAJ W FND W- LB 464 -25' ACCESS EASEMENT NM J FND N&; PCP, IN RIVER C" T TREE PLANTING DETAIL CITY LDC SEC. 54- 3-14.10 AND SEC. 54- 3-14.11 (SEE PLAN FOR PERIMETER BUFFER AND LANDSCAPE STRIP REQUIREMENTS) TREES REQUIRED AND PROVIDED ® 1 PER 5 PARKING SPACES AS PER SEC. 54-3-14.10(3) 1 TREE REQUIRED AND PROVIDED 0 1 TREE PER 2,000 SF OF OPEN SPACE AS PER SEC. 54-3-14.10(4) 75% COVERAGE OF LANDSCAPE AREAS WITH LIVING PLANT MATERIAL REQUIRED AND PROVIDED PER SEC. 54-3-14.11(a)(9) 020' 40' SCALE: 1" = 20' J. SCOTT LIBERTY, LANDSCAPE ARCHITECT FLORIDA REGISTRATION NO. LA00001476 5621 REVELWOOD LOOP, WINTER PARK, FL 32792 PHONE: 407-719-2124 FAX: 407-671-6904 a a ti ' A rn on N N � q O A � 0 o o � AQ Z •-+ N en "t v, V V1 I� U Z Q Q o Q. cn O W P a. QO V �_4 PLANT NOTES A 1). ALL LANDSCAPED, SODDED AND BUFFER AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED BY A CENTRAL AUTOMATIC SYSTEM. THE IRRIGATION SYSTEM SHALL DELIVER Z 100% HEAD -TO -HEAD COVERAGE. SEE CIVIL PLANS FOR WELL, SLEEVING AND POWER INFO.a 2). ALL LANDSCAPED BEDS SHALL TOP DRESSED WITH 3" OF J F-+ BE SHREDDED MULCH. w 3). ALL TREE SAUCERS SHALL BE, TOP DRESSED WITH 3" SHREDDED MULCH. 4). IT IS 11-IE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE . UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION a OF THE LANDSCAPE MATERIAL. a 5). STAKING OF TREES AND PALMS IS REQUIRED BY THE LANDSCAPE CONTRACTOR: O IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL ^ TREES, PALMS AND SHRUBS IN AN UPRIGHT PLUM CONDITION. Q 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. 7). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" (DBH) ABOVE THE TOP OF THE ROOT BALL . 9). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR PERIOD NO SHORTER THAN 90 DAYS FROM THE DATE OF THE " FINAL ACCEPTANCE" BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR • N WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR. M +,d M 10). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS.,, 11). CONTRACTOR IS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE -OFF. IN CASE OF O �' w DISCREPANCIES, THE PLAN QUANTITIES RULE OVER LIST QUANTITIES. U bA A c PLANT LIST o M SYMBOL/QTY./LABEL COMMON NAME/BOTANICAL NAME o SPECIFICATIONS bq o CANOPY TREES: 0 c w a "q 0 10 JS SOUTHERN RED CEDAR JUNIPERUS SILiCICOLA) a 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN, 25 PE SLASH PINE (PINUS ELLIOTTII) . 45 GAL. MIN., 12' HT. MIN., 2.0" DIAMETER DBH MIN., 4' CT . 0 13 QV LIVE OAK (QUERCUS VIRGINIANA) 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER. DBH MIN., 5' CT THESE PLANS MAY NOT BE UNDERSTORY TREES: COPIED ORMODIFTEDWITHOUT WZSENINGM 12 LI CRAPE MYRTLE (LAGERSTROEMIAINDICA.'TUSKARORA') CADAzENGINRIN 15 GAL.. MIN.; 6' HT. MIN., MULTI -TRUNK.; 3' CT SEAL 0 10 MC WAX MYRTLE (MYRICA CERIFERA) 20 GAL. MIN., 6' HT. MIN., 5' SPREAD, MULTI -TRUNK.,. 2' CT SCREEN SHRUBS: ® 435 FS PINEAPPLE GUAVA (FEIJOA SELLOWIANA) 7 GAL. MIN-, 36" HT. MIN., FULL TO BASE, 24" OC. FACADE SIIRUBS: 15 RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALGA') SHEET NUMBER 7 GAL. MIN., 18" HT. / SPREAD MIN., FULL„ 24" OC. SOD: ST AUGUSTINE (STENOTAPHRUM SECUNDATUM 'FLORATAM') . REPAIR OFF -SITE AREAS DISTURBED BY CONSTRUCTION •