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Home My WebLink AboutBUILDING PLANto +� I FI 4r — -a rl t 655' 16' UTILITY EASEMENT _ 1 4l, - , �. i ^iAl _FM FM M FM FM FM FM FM FM FM Lo Lo FM I ——FM FM FM FM FM 7-7 N89057'33"W 1002.63'(C)(M) 999.59'(D) AVENUE D __ -- -- -- - OSECTION A a a_ — .—_._..__— ......_—.. _ ........_ - .._- ._______ _. ___....._ ._..._.__. _ .......... ._ _.. 1 N N U U w w z z J J 0 a 16 N N U U w w z z J J 2 2 � F- Q a r ' I 1 c' LJ l.. r_ !IJ ✓ r ,_) "' Ir ..,. a __ - i_ ,Zli y I GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. UTILITY DATA U 655 LF 4" PVC C900 DR-14 4. 32 LF 4" PVC C900 DR-14Q 4. 2A MJ ADAPTORS FOR TRANSITION PVC 4. e 192.5 LF 4" HDPE DIRECTIONAL DRILL 4. e ® 70 LF 4" PVC C900 DR-14e 4. 5❑ 4" - 90' BEND , 5A 4" - 45' BEND 4 © 43 LF 4" HDPE Q DIRECTIONAL DRILL Q CONNECT TO EXISTING SANITARY MANHOLE @ INV. EL = 16.33' LEGEND WPP WOOD POWER POLE CPP CONCRETE POWER POLE W WATER MAIN FM FORCE MAIN SS SANITARY SEWER OE OVERHEAD ELECTRIC El16' UTILITY EASMENT r UTILITY NOTES U j ;' >;' w CONTRACTOR SHALL VERIFY EXACT ELEVATION OF r,i h :�j »;� E r z ALL EXISTING UTILITIES AT ALL CROSSING AND 6 �' ' `Y _j CONNECTION POINTS PRIOR TO THE COMMENCEMENT —60 —40 —20 0 17:11,1�7 E JI5 i 1 IJ , ,.'i' MJ AIDAP ORS FOR TRANSITI TO PVC 20 1 40 1 60 c 80 100 j ii I 7 18" CLR 4' HDPE 4" HDPE 120 140 160 LIMITS OF "DIRECTIONAL DRILL" E r Ihd� I � III I MJ ADAPTORS', FOR TRANSITION TO PVC 180 F OF ANY CONSTRUCTION RELATED ACTIVITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. CONTRACTOR TO BEGIN SANITARY INSTALLATION AT POINT OF CONNECTION. CONTRACTOR TO MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER MAIN. 24 ALL PROPOSED INFRASTRUCTURE IMPROVEMENTS i I PRIVATE OR PUBLIC MUST BE CONSTRUCTED IN ACCORDANCE WITH. FORT PIERCE UTILITIES AUTHORITY MINIMUM DESIGN CONSTRUCTION EX. AiDNJJUE D h, STANDARDS. I 22 REFER TO SHEET CO.0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND REQUIREMENTS. FPUA REQUIREMENTS TO SUPERCEDE ALL OTHER J COMMENTS & NOTES. I / _....... / 20 EX. SANITARIi MANHOLE) RIM 2FILE COP E. INV.V. 16.33.33 �90' BEND 18 s" PVC C900 5R-1 THESE PLANS AND ALL PROPOSED WORK 4 192.5 LF ARE SUBJECT TO ANY CORRECTIONS _ --- 16 `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN Ut{DLIy TO 0 N. INV. L. 16.33 TO MANHOLE I COMPLY WITH ALL AP LY'I�E CODES N. 14 12 200 220 240 260 280 300 320 SCALE: 1" = 20'(H) 1"=2'(V) i CALL 48 HOURS BEFORE YOU DIG Its the Law! A, 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Stephens- Barrios Retal Brokwage D"opmmt-CIA Englh ing D, rn rh 0 0 rh a ai Q 0 z W !s _ d •WIx CD mom; CD �Q• ~ W z s � U 0A I:1210 5 ENGfNEERING, CLC. C.A. 029108 605 DELANEY AVE ORLANDO, FL 32001 407-286-2610 3'v`•i v V. ✓whl . � IeeLy w V ♦ 41 V'l} e .p. • III TOIL FORCEMMN EXTENSION Project # SB15-004 Date Sheet 09/19/2016 C201 Scale 1"=20' R I LEYI & SCOPE: SUPPLY AND INSTALL ONE COMPLETE H-20 GP PRE-FAB LIFT STATION, PER DESIGN. PUMPS SHALL BE CAPABLE OF GRINDING AND PUMPING DOMESTIC & COMMERCIAL SEWAGE. COMPLETE SYSTEM SHALL BE SUPPLIED BY: RILEY & COMPANY, INC. LONGWOOD, FL 32750 (PH. 407 265-9963) CONTRACT TO BE AWARDED ON THE BASIS OF THE BASE BID H-20 GP LIFT STATION. ALTERNATIVE DEDUCT SYSTEMS WILL ONLY BE CONSIDERED AFTER AWARD OF CONTRACT AND ALTERNATE MUST BE SPECIFIED AT BID TIME. THE DESIGN ENGINEER SHALL BE REIMBURSED FOR ADDITIONAL TIME AND COSTS TO REVIEW ANY ALTERNATE EQUIPMENT OR DESIGN. ANY SAVINGS TO CONTRACTOR SHALL BE SHARED WITH THE OWNER. DUE TO THE STRUCTURAL STRENGTH, CORROSION RESISTANCE, AND THE LEAK -PROOF DESIGN OF THE H-20 GP COMPLETE SYSTEM, CONCRETE WETWELLS WILL NOT BE APPROVED. CERTIFICATION OF THE WETWELL H-20 LOAD RATING MUST BE SUPPLIED WITH SUBMITTALS. PUMPS: SUBMERSIBLE GRINDER PUMPS SHALL BE HOMA MODEL GRP. THE PUMPS SHALL BE INSTALLED IN THE H-20 GP FRP WETWELL UTILIZING A DUAL SLIDE RAIL SYSTEM. THE GRINDER UNIT SHALL BE CAPABLE OF MACERATING ALL MATERIAL IN NORMAL DOMESTIC AND COMMERCIAL SEWAGE, INCLUDING FOREIGN OBJECTS SUCH AS PLASTIC, SANITARY NAPKINS, AND DISPOSABLE DIAPERS INTO A FINE SLURRY WHICH WILL PASS THROUGH THE PUMP AND THE SCH.80 PVC DISCHARGE PIPING. SINGLE PHASE MOTORS SHALL BE OF THE CAPACITOR START, CAPACITOR RUN TYPE FOR HIGH STARTING TORQUE. STATOR WINDING SHALL BE OPEN TYPE WITH CLASS F INSULATION AND SHALL BE HEATSHRINK FITTED INTO THE STATOR HOUSING. THE USE OF PINS, BOLTS, OR OTHER FASTENING DEVICES IS NOT ACCEPTABLE. A HEAT SENSOR THERMOSTAT SHALL BE ATTACHED TO THE TOP END OF THE MOTOR WINDING AND SHALL BE CONNECTED IN SERIES WITH THE MAGNETIC CONTACTOR COIL IN THE CONTROL PANEL TO STOP MOTOR IF WINDING TEMPERATURE EXCEEDS 140° C., BUT SHALL AUTOMATICALLY RESET WHEN THE WINDING TEMPERATURE RETURNS TO NORMAL . TWO HEAT SENSOR THERMOSTATS SHALL BE USED ON THREE PHASE MOTORS. THE PUMP MOTOR GRINDER SHAFT SHALL BE OF ANSI 430E SS THREADED TO TAKE PUMP IMPELLER AND GRINDER IMPELLER. UPPER AND LOWER SEALS SHALL BE SILICON CARBIDE VS SILICON CARBIDE. DUPLEX PUMP CONTROL PANEL: THEENCLOSURE HA 8" DEEP FROM TYPE 304 14 GA STAINLESS STEEL WITH R SHALL BE NEMA 3R, MINIMUM 24" HIGH X 20" WIDE X PADLOCKABLE DRAW LATCHES. THE ENCLOSURE SHALL HAVE EXTERNAL MOUNTING FEET TO ALLOW FOR WALL MOUNTING. ALL HARDWARE SHALL BE STAINLESS STEEL. ALL CONDUIT PENETRATIONS SHALL HAVE APPROVED SEAL OFF FITTINGS AND SHALL BE PROPERLY SEALED TO PREVENT WETWELL GASES FROM ENTERING ENCLOSURE. THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE ENCLOSURE: 1 EA. RED ALARM BEACON 1 EA. ALARM HORN 1 EA. GENERATOR RECEPTACLE WITH WEATHERPROOF COVER 1 EA. SILENCE PUSHBUTTON THE BACKPANEL SHALL BE FABRICATED FROM .125, 5052-H32 MARINE ALLOY ALUMINUM. ALL COMPONENTS SHALL BE MOUNTED BY MACHINE STAINLESS STEEL SCREWS. SELF TAPPING SCREWS ARE NOT ACCEPTABLE. THE FOLLOWING COMPONENTS SHALL BE MOUNTED TO THE BACK PANEL: 2 EA. MOTOR CONTACTORS 2 EA. START CAPACITORS TO MATCH MOTOR REQUIREMENTS, SINGLE PHASE ONLY 2 EA. RUN CAPACITORS TO MATCH MOTOR REQUIREMENTS, SINGLE PHASE ONLY 2 EA. START RELAYS TO MATCH MOTOR REQUIREMENTS, SINGLE PHASE ONLY 1 EA. VOLT METER (SINGLE PHASE) PHASE/MOTOR (THREE PHASE) 1 EA. CONTROL TRANSFORMER WITH PRIMARY AND SECONDARY FUSES, 480 VOLT ONLY 1 EA. SILENCE RELAY 1 EA. INTRINSICALLY SAFE FLOAT INPUT MODULE 1 EA. DUPLEX ALTERNATOR 20 EA. TERMINALS FOR FIELD CONNECTIONS 6 EA. TERMINALS FOR MOTOR CONNECTIONS, SINGLE PHASE ONLY 3 EA. GROUND LUGS 1 EA. SPACE HEATER THE INNER DOOR SHALL BE FABRICATED FROM .080,5052-H32 MARINE ALLOY ALUMINUM. THE INNER DOOR SHALL HAVE A CONTINUOUS ALUMINUM PIANO HINGE, A HANDLE AND CATCH AND SHALL BE INSTALLED BY STAINLESS STEEL SCREWS FOR EASE OF REMOVAL, THE INNER DOOR SHALL OPEN A MINIMUM OF 110 DEGREES TO ALLOW SAFE ACCESS TO BACK PANEL. THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE INNER DOOR: 1 EA. MAIN CIRCUIT BREAKER 1 EA. EMERGENCY CIRCUIT BREAKER 1 EA. MECHANICAL INTERLOCK FOR MAIN BREAKERS 2 EA. MOTOR SHORT CIRCUIT PROTECTORS 1 EA. CONTROL CIRCUIT BREAKER 2 EA. HAND -OFF -AUTO SELECTOR SWITCHES 1 EA. SEQUENCE SELECTOR SWITCH, I-AUTO-2 1 EA. ALTERNATOR TEST SWITCH 2 EA. PUMP RUN PILOT LIGHTS 1 EA, PUMP ON PILOT LIGHT 4 EA. FLOAT INDICATING PILOT LIGHTS 2 EA. SEAL FAILURE PILOT LIGHTS 2 EA. ELAPSED TIME METERS 1 EA. GFI DUPLEX CONVENIENCE OUTLET SWITCH DISCONNECT CONTROL PANEL GENERATOR UNISTRUT (OR EQ.) ELECTRIC METER (CONTRACTOR LOCATE) LIGHTNING _,----FIELD MOUNTED BYR ELECTRICIAN SEAL OFFS - (21 (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS 3 - 2" CONDUITS REQ'D FOR 3 HP AND LARGER PUMPS S.S. HINGES 3/4 " HOSE BIBB —WATER LEVEL CONTROL 3/4" GALV RISER TO PUMP NO. 1 SLEEVE REQUIRED— °p —T0 PUMP N0. 2 VENT _f 2" GAL. PIPE OR EQUIV. GRADE OSTS tV I TO WATER SUPPLY z� CONCRETE AROUND POSTS GROUND ROD 12" A x 24"DEEP NOTE:_ T REDUCED PRESSURE ((RPZ BACKFLOW PRE VENTER TO SERVICE LOCATION TO BE INSTALLED IN VJAT�R SUPPLY LINE TO (VERIFY W/POWER CO.) LIFT STATION "FEBCO WATTS OAE" ELECTRICAL RISER iN COMPANY, NC. (H-20 GP)o COMPONENT PECIFICATIONS: ALL CIRCU BREAKERS SHALL BE MOLDED CASE THERMAL MAGNETIC. CIRCUIT BREAKERS SHALL BE SEALED BY THE MANUFACTU R AFTER CALIBRATION TO PREVENT TAMPERING. EACH BREAKER SHALL BE ADEQUATELY SIZED TO MEET THE EQUIPMENT ERATING CONDITIONS. THE MECH NICAL INTERLOCK SHALL PREVENT THE NORMAL AND EMERGENCY MAIN BREAKERS FROM BEING ENERGIZED AT THE SAME TIME. HE INTERLOCK SHALL BE FABRICATED FROM ALUMINUM OR 'STAINLESS STEEL. AN EMERG NCY GENERATOR RECEPTACLE SHALL BE SUPPLIED IN ACCORDANCE WITH DEP STANDARDS. THE GENERATOR RECEPTACLE SHALL BE ADAQUATELY SIZED TO MEET THE EQUIPMENT OPERATING CONDITIONS. ALL MOTOR SHORT CIRCUIT PROTECTION DEVICES MUST PROVIDE FOR UNDER VOLTAGE RELEASE AND CLASS 10 OVERLOAD PROTECTION ON ALL THREE PHASES. VIS 3LE TRIP INDICATION, TEST, AND RESET CAPABILITY MUST BE PROVIDED WITHOUT OPENING INNER DOOR. OPEN FRA IE, ACROSS THE LINE, CONTACTORS SHALL BE RATED PER IEC STANDARDS AND PROPERLY SIZED PER THE MOTOR REQUIREMEN S. CONTACTORS SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL TERMINALS. CONTACTOR CONTACTS AND COIL SHALL IE EASILY REPLACEABLE WITHOUT REMOVING THE CONTACTOR FROM ITS MOUNTED POSITION. LIGHTNING ARRESTOR TO MEET OR EXCEED THE REQUIREMENTS OF ANSI/IEEE STD. C62.21-1984 SECTION 8.6.1 AND 8.7.3 SHALL BE St PPLIED BY ELECTRICIAN AND MOUNTED ON THE BOTTOM SIDE OF THE SWITCH DISCONNECT AHEAD OF THE PUMP CONTROL PA IEL. VOLTAGE ONITOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE. THE VOLTAGE MONITOR SHALL BE DESIGNED TO SENSE A LOW VOLTAG CONDITION. THE RELAY SHALL DE -ENERGIZE THE MOTORS WHEN THE LINE VOLTAGE DROPS 15% BELOW THE RELAY SETTING. THE VOLTAGE MONITOR SHALL BE PROTECTED BY DUAL ELEMENT FUSES. PHASE MC JITOR SHALL BE SUPPLIED FOR THREE PHASE SERVICE. THE PHASE MONITOR SHALL BE DESIGNED TO SENSE A LOW VOLTAGE, P SE LOSS, POWER FAILURE AND IMPROPER PHASE SEQUENCE CONDITION. THE RELAY SHALL DE -ENERGIZE THE MOTORS UP , A CONDITION FAULT. THE PHASE MONITOR SHALL BE PROTECTED BY DUAL ELEMENT FUSES. THE CONTROL SYSTEM SHALL BE DESIGNED TO OPERATE THE FLOATS AT INTRINSICALLY SAFE VOLTAGE LEVELS (5V @ 100 MICROAMPS). EACH INPUT SHALL CAUSE A CONTACT CLOSURE TO START AND STOP PUMPS AS WELL AS ENERGIZE ALARMS. THE DUPL' ALTERNATOR SHALL BE THE SOLID STATE TYPE, THE ALTERNATOR SHALL SWITCH EACH PUMP TO LEAD UPON A SINGLE COM ETE CYCLE AND SHALL PROVIDE FOR LAG PUMP OPERATION UPON LEVEL RISE. THE DESIGN LOGIC FOR THIS SYSTEM SHALL INCLUDE: FLOAT FAILURE, THE LOGIC SHALL AUTOMATICALLY COMPENSATE FOR THE LOSS BY REMOVING THE FAILED FLOAT FROM THE CIRCUIT AND ELECTRICALLY RE -POSITION THE FLOATS FOR A FAIL SAFE MODE. AS AN EXAMPLE, IF THE "STOP PUMPS" FLOAT FAILED, THE "START LEAD" FLOAT WOULD BECOME THE "STOP PUMPS" FLOAT, THE "START LAG" FLOAT WOULD AUTOMATICALLY BECOME THE "START LEAD" FLOAT AND THE "HIGH LEVEL" FLOAT WOULD BECOME THE "START LAG/HIGH LEVEL" FLOAT. FURTHER, IF HE "STOP PUMPS" AND THE "START LEAD" FLOATS FAILED, THE "START LAG" FLOAT WOULD BECOME THE "STOP PUMPS" FLO T AND THE "HIGH LEVEL" FLOAT WOULD BECOME THE "START LEAD/START LAG/HIGH LEVEL" FLOAT. AN ALTER ATOR SEQUENCE (1-AUTO-2) THREE POSITION TOGGLE TYPE SELECTOR SWITCH SHALL BE SUPPLIED TO MANUALLY OVERIDE TH ALTERNATOR. IN THE 'I' POSITION, MOTOR #1 SHALL ALWAYS BE THE LEAD MOTOR. IN THE 'AUTO' POSITION, THE MOTORS SH L SEQUENCE TO BECOME THE LEAD MOTOR. IN THE '2' POSITION, MOTOR #2 SHALL ALWAYS BE THE LEAD MOTOR. AN ALTER ATOR TEST SWITCH, TOGGLE TYPE, SHALL BE SUPPLIED TO TEST THE ALTERNATOR CIRCUIT. HAND -OFF -AUTO THREE POSIT DN SELECTOR SWITCHES SHALL BE SUPPLIED FOR EACH MOTOR. A RED PIL T LIGHT SHALL BE SUPPLIED FOR EACH MOTOR. THE PILOT LIGHT SHALL ILLUMINATE EACH TIME THE MOTOR IS CALLED TO F JN. A YELLOW PILOT LIGHT SHALL BE SUPPLIED FOR EACH MOTOR. THE PILOT LIGHT SHALL ILLUMINATE UPON DETECTION WATER IN THE SEAL CHAMBER OF THE PUMP. EACH MOT R SHALL HAVE AN ELAPSED TIME METER TO RECORD THE ACCUMULATED RUNNING TIME. THE ETM SHALL BE A 2" DIAMETER, N N-RESETABLE, SIX DIGIT, TOTALLY ENCAPSULATED UNIT. A RED PIL IT LIGHT SHALL BE SUPPLIED FOR EACH FLOAT. THE APPROPRIATE PILOT LIGHT SHALL ILLUMINATE EACH TIME THE FLOAT SWITC I CLOSES. A GREEN PILOT LIGHT SHALL BE SUPPLIED FOR CONTROL POWER. THE PILOT LIGHT SHALL ILLUMINATE WHEN CONT L POWER IS AVAILABLE IN THE PANEL. RELAYS SALL BE ICE -CUBE PLUG IN TYPE. RELAY CONTACTS SHALL BE RATED 10 AMP. MINIMUM, DPDT. TWENTY ( ) TERMINALS SHALL BE SUPPLIED FOR FIELD CONNECTIONS. THE TERMINALS SHALL BE RATED 25 AMPS MINIMUM AND SHALL I E MOUNTED ON A 30 DEGREE ANGLE FOR EASE OF FIELD WIRING. FLOAT CONNECTION TERMINALS SHALL BE ARRANGED S JCH THAT EACH FLOAT IS CONNECTED IN CONSECUTIVE ORDER AND DOES NOT REQUIRE ANY CROSSING OF WIRES. EACH MOT R'S OVER TEMPERATURE CONTACT SHALL BE CONNECTED TO THE TERMINAL STRIP AND SHALL OPEN A CONTACT TO DE-ENER IZE THE APPROPRIATE MOTOR UPON A HIGH TEMPERATURE WITHIN THE MOTOR. A 15A. GFI DUPLEX CONVENIENCE OUTLET SHAI BE SUPPLIED AND MOUNTED ON THE INNER DOOR TO PROVIDE SERVICE TECHNICIANS WITH AN OUTLET FOR SERVICE LIGF S, ETC. GROUND LUGS SHALL BE SUPPLIED AND APPROPRIATELY SIZED FOR EACH MOTOR AND FOR SERVICE ENTRANCE. A SPACE I EATER SHALL BE PROVIDED TO MAINTAIN THE TEMPERATURE WITHIN THE ENCLOSURE A MINIMUM OF 2-3 DEGREES F. ABOVE AN TENT TO PREVENT CONDENSATION BUILDUP. THE HEATER SHALL BE MOUNTED WITH STAINLESS STEEL SCREWS AND PROTECTED I Y A SHIELD. SELF ADHESIVE MEANS OF FASTENING BY GLUE, TAPE, ETC. ARE NOT ACCEPTABLE. "A„ J „C„ NOTE:PUMP CONTROL OPTIONALLY AT ACCESS HATCH (LOCKABLE) F,IB,EOVADS RATED LL 2" PVC DRAIN LINE 'GLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. PVC DISCHARGE LINE 2" SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS NAMEPLATES FOR THE INNER DOOR SHALL BE OF A GRAPHIC DESIGN, SPECIFICALLY DEPICTING THE INTENT FOR EACH DEVICE. ONE NAMEPLATE SHALL BE SUPPLIED FOR ALL CONTROL DEVICES. ONE NAMEPLATE SHALL BE SUPPLIED FOR ALL POWER DEVICES. ALL TEXT AND GRAPHICS ON EACH NAMEPLATE SHALL BE SCRATCH RESISTANT. THE NAMEPLATES SHALL BE FABRICATED FROM LASER -SCREENED LAMINATED MYLAR. NAMEPLATES FOR THE BACK PANEL SHALL BE OF A GRAPHIC DESIGN, SPECIFICALLY DEPICTING THE INTENT FOR EACH COMPONENT. ONE NAMEPLATE SHALL BE SUPPLIED FOR EACH COMPONENT. ALL TEXT AND GRAPHICS ON EACH NAMEPLATE SHALL BE SCRATCH RESISTANT. THE NAMEPLATES SHALL BE FABRICATED FROM LASER -SCREENED LAMINATED MYLAR. MISCELLANEOUS: ALL WIRING ON THE BACK PANEL SHALL BE CONTAINED WITHIN WIRING DUCT. ALL WIRING BETWEEN THE INNER DOOR AND THE BACK PANEL SHALL BE CONTAINED WITHIN A PLASTIC SPIRAL WRAP. EACH WIRE SHALL HAVE A WIRE NUMBER AT EACH END TO CORRESPOND TO THE ASBUILT DRAWING FOR FIELD TROUBLESHOOTING. THE CONTROL PANEL SHALL BE ASSEMBLED BY AN UNDERWRITERS LABORATORIES UL508 LISTED MANUFACTURING FACILITY. FASTENERS & APPURTENANCES: ALL FASTENERS, LIFTING CABLES, FLOAT CABLE BRACKETS AND APPURTENANCES SHALL BE MADE OF ANSI 304SS OR OTHER MATERIAL INERT TO THE HIGHLY CORROSIVE ATMOSPHERE OF A SEWAGE LIFT STATION. HINGES FOR THE WETWELL AND VALVE BOX SHALL BE ANSI 304SS MINIMUM. AN ALUMINUM SIDE/LATCH ASSEMBLY SHALL BE PROVIDED FOR HOLDING THE DOORS OPEN ON BOTH THE WETWELL AND VALVE BOX. SLIDE RAILS SHALL BE SCH 40 ANSI 3304SS PIPE. PUMP LIFTING DEVICES SHALL BE MADE OF ANSI 304SS (MIN.) CABLE (1/4" MIN.) OR 304SS CHAIN OF SUFFICIENT SIZE, WITH SAFETY FACTOR TO SAFELY HANDLE THE SPECIFIC PUMPS. ANSI 304SS (MIN.) PUMP LIFTING BAILS SHALL BE PROVIDED. H-20 LOAD RATED WETWELL WITH LIFTING LUGS: THE FIBERGLASS WETWELL MUST BE H-20 LOAD RATED W/INTEGRAL LIFTING LUGS. AND CERTIFICATION OF THIS RATING MUST BE SUPPLIED AT TIME OF SUBMITTAL. THE WETWELL SHALL BE MANUFACTURED OF FIBERGLASS REINFORCED POLYESTER (FRP) OF DIAMETER AND DEPTH AS SHOWN ON THE LIFT STATION ELEVATION DETAIL. THE WALL THICKNESS SHALL BE ADEQUATE FOR THE DEPTH OF THE WETWELL TO MAINTAIN THE H-20 LOAD RATING. REINFORCING MATERIALS: THE REINFORCING MATERIAL SHALL BE COMMERCIAL GRADE "E" TYPE GLASS IN THE FORM OF MAT, CHOPPED OR ROVING FABRIC, HAVING A COUPLING AGENT THAT WILL PROVIDE A SUITABLE BOND BETWEEN THE GLASS REINFORCEMENT AND THE RESIN . ADDITIVES, SUCH AS THIXOTROPIC AGENTS, CATALYSTS, PROMOTERS, ETC., MAY BE ADDED AS REQUIRED BY THE SPECIFIC MANUFACTURING PROCESS TO BE USED TO MEET THE REQUIREMENTS OF THIS SPECIFICATION. FILLERS AND ADDITIVES: FILLERS OF ANY TYPE SHALL NOT BE UTILIZED. EXECUTION: INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN THE LOCATIONS SHOWN ON THE DRAWING. INSPECTION AND TESTING: A FACTORY REPRESENTATIVE SHALL BE PROVIDED FOR ONE (1) DAY AND SHALL HAVE COMPLETE KNOWLEDGE OF PROPER OPERATION AND MAINTENANCE TO INSPECT THE FINAL INSTALLATION AND SUPERVISE THE TEST RUN OF THE EQUIPMENT. MEGGER THE MOTOR. THE PUMP MOTORS SHALL BE MEGGED OUT PRIOR TO STARTUP TO ENSURE THE INSULATION OF THE PUMP MOTOR/CABAL SYSTEM IS INTACT. THE PUMP CONTROLS AND PUMPS SHALL BE CHECKED FOR MECHANICAL RELIABILITY AND PROPER OPERATION. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 83.90 GPM TOP OF WET WELL 22.50 PRIMARY TDH 13 INLET INVERT 19.50 PUMP MANUFACTURER H 0 M A HIGH LEVEL ALARM 19.00 PUMP MODEL # GRP16 3 2ND PUMP ON 18.50 R.P.M. 3450 1ST PUMP ON 18.00 HORSEPOWER 1.5 PUMPS OFF 16.50 ELECTRICAL-VOLTS/PH ASE 208 3 BOTTOM OF WETWELL 15.00 PUMP DISCHARGE SIZE 2" WETWELL DIAMETER 48" CONTRACTOR SHALL PROVIDE SHOP DRAWI NGS F O R ENGINEER'S APPROVAL P R 1 0 R T O O R D E R I N G LIFT STATION FROM VENDOR t * RILEY & CO./ H-20 GP 12-08-01 r ELECTRICIAN NOTES: 1. DRAWING IS NOT TO SCALE. 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL AND INSIDE OF CONTROL PANEL. 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT. 5. BOTH WETWELL AND VALVE BOX SHALL BE LOCKABLE. 6. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 7. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 8. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. FIBERGLASS VALVE BOX r 2" VENT UTILIZING 316 STAINLESS STEEL (40" X 30" X 24" D) / (S-10) PIPE AND FITTINGS PROVIDE QUICK CONNECT -PLUG VALVE STAINLESS STEEL INSECT SCREEN WITH Y4" PRESSURE GAGE OPENINGS. 2" SCH 80 PVC —7 I INTEGRAL CABLE: I CABLE HOLDING 18" LIFTING LUGS 18" tRAI�KET S.S.) AL GRADE 4" PVC SDR 35 DISCHARGE LINE L 7 VC DISCHARGE 6" INLET FIELD INSTALLED ELEV. 17.40' \\-2" PVC DRAIN INTEGRAL SLOPE ®VFORCE MAIN ('P-TRAP") FOR PROPER DRAINAGE CONNECTION 2 MIN. 2" PLUG VALVE C 48 ----A ALL E LOCATED 3 FEET FROM WET WELL PERIMETER 2" SCH 80 PVC "gam 2" CHECK VALVE "B OR "C" LIFT STATION PLAN SS PUMP SLIDE RAILS (1 2"SCH 40 AISI 304SS PIPE) LIFTING BAIL INTEGRAL THESC PLANS AND ALL PROPOSD WORM( FIBERGLASS PUMP DISCHARGE WITH SEALING FLANGE ,, ARE SUBJECT TO ANY COP,RECTlON., SLOPE CONCRETE GROUT AS REQ'D "REQUIRED BY FIELD INSPECTORS TMA 1 BY ENGINEER TO PREVENT FLOTATION 3.0 YD 3 MAYBE NECESSARY IN ORDER TO 6 MAKE B MONOLITHIC SLAB OUR COMPLY WITH ALL AsPPUCAIXE CODES. NTH j o o v o 0 0 0 EaliE v p p p v p v p> 48" CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18" O,C. LIFT STATION SECTION CALL 48 HOURS, BEFORE YOU DIG ;u It's the Lawl 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W P. LL 0 C?•J� c0 •— ° Q= i co .Ze PQ z `\ lk V) w '�rrrtinl on. � U BARRIOS ENQINEERLNQ, LLC. C.A. #29108 605 DELANEY AVE ORLANDO, n 32801 407-286-2610 =itiy3 N'✓ LIFT STATION DETAIL Proiect # SB15-004 Date Sheet 09/19/2016 C202 Scale NTS C 00 1201 l 11� a �� 2 26.0 i 18 STORMWATER .00 2.00 3 z2.00 z4.00- 5 RETENTION AREA zz. so 4 i 22. 0 21 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. `,78S ` 14 I % 1; U4 78 p DRAINAGE DATA .20 2o.p ` TYPE "F" INLET(2 TYP \ 27.0 3 23.00 TOP = 22.00 C4. ( ) 22.0 22.50 NW INV = 18.50 20.58 20.70 c• 3.0 El 175 LF 15" HDPE ® 0.19% �, Ca. �. 22 ^ \ Cp 2 '9'0 0 "� NN �� 23.00 5 A 2 AP\\9O "• y �3 TYPE .,F.. INLET 2 >. TOP = 21.90 C4. QO 18.50 �/ 22• 2S �9tr\� 23.50 22 SE INV = 18.17 f 01 Y 13 \ 23.20 W INV = 18.17 \/tc� 23.00 22.70 84 LF 15" HDPE ® 0.20% C4. \, �/m a 0 6 /8:,+7 l 3.50 '.¢ `� MES ® INV 18.00 C4.t 21.20 15 A c.-1 • ._ .40 TYPE „F,. INLET y= 22.0 O/ TOP = 21.50 C4. 2 0 C�j�� \bz, W INV = 18.74 21.10 >< �MEG, ```�FAMILY DOLLAR°°� �0 90 LF 15" HDPE CAD 0.19% C4• ,� ;i' �. 21.08 ! 12 2 TYPE „F„ INLET MEG r , O 21.17 ^, \fTOP = 17 23.30 89186 SF �l ��9� t; ❑ W NV 2218057 C4. �j �� FFE: 23.50 FT E INV _ 1" H \ 23.10 22'S �9 135 LF 18" HDPE ®0.19% Ct t ; • 0 22.80 22.50 4 22.30 ", TYPE „I'" INLET EG TOP = 21.90 21.21 2 ° J S INV = 18.31 C4. 22.70 4 0 21 �,.I N INV = 18.31 21.80 ` � 2 5 23.4 �� . 11 113 LF 18° HDPE ®0.18% 1 \ 0.8 Q�QI 2 0 23.40 1 ` 12 TYPE F INLET 2 2 .8 a• 30 ; 00 TOP = 21.90 C4. a. � 22.80 C SE INV = 18.10� y v M 22.50 f Q.i N INV = 18.10 It '' 1 21 13 \ 22 23 \\ QsjO 13 64 LF 24 HDPE ®0.18% e 22.80 3.50 p; \ \ GjOQ�� ❑ 6 I C4. - o • " 2.S h� 14 MES ® INV 18.00 ca. 22.90/ • 23.30 a. �'p�0 15 MES ® INV 18.50 es o / 22.80 (PER FDOT INDEX 273) Ca. ' \ 18 23.00 16 58 LF 18" RCP ® 0.37% t / a C4. ' \ 22.50 d3 c'O 22.90 •'e \ 22.60 \ \ 10 ♦ 22.60 .3 \ \ 22.70 � I \` ` 17 MES ® INV 18.00 e ♦ 22.80 \ 2.70 2 30 2 2 22� (PER FDOT INDEX 273) C4. \ �y 21.90 ♦ f tiL� 22.8 22.20 I 2 0 - 2 0 CONTROL STRUCTURE ♦ TYPE C INLET 60 C4. 22.00 / 23.40 23.20 TOP 21.00 <_ �i• / 22.70 W INV = 20.00 SOIL BORING LOCATION \\. \ 22.70 ` 07' � 22. / .� 22.20 t � 2.25 ORIFICE THE CONTRACTOR IS TO PERFORM ALL " ` \ O ♦ // ro I ��• 22.10 I� ® INV = 20.25 EARTHWORK ACTIVITIES IN ACCORDANCE WITH \ \., \ \ 9' / / ^' 'I CN \ \ / L, wIY 23.30 i�� 22.40 19 35 LF 15" HDPE ® 4.3% THE SPECIFICATIONS AND RECOMMENDATIONS \ \ ' B-8 o1Q 22 80 22.00 s 21.90 N CONTAINED IN THE GEOTECHNICAL \ .h \ \ �Q, 22.50 2 �Im -4- 20 MES ®INV 18.50e INVESTIGATION REPORT PREPARED BY BLUE` ° MARLIN ENGINEERING. GENERAL CONTRACTOR \ I 9 N 21.60 C4. (AND ALL SITE WORK SUBCONTRACTORS) _ ` , ` s 1 23.30 ��9 7 No 6 O 21 SLOPE AT 4:1 TO MEET EXISTING GRADE AT SHALL OBTAIN AND REVIEW A COPY OF THE \:>' \ \ ` \ \ 22'80 2`'s �k �9\�t� �� 2 PROPERTY LINE GEOTECHNICAL INVESTIGATION REPORT. ,, 1 8 �, 22.10" 21 COPIES OF THE REPORT ARE AVAILABLE �-- 22.00 THROUGH THE OWNER/DEVELOPER OR BLUE ` '�j� x' ' ` B-10 2200 GRADE r- " MARLIN ENGINEERING DIRECTLY. �\ \ 2c:a"' t`, 20 3. ,� \ \ �1� r -'e �<`; 22.70 22.70 BREAK 22.00 ..o. �'LE NOTES: x�' ' " • �` ''" 52% ,I 20 31 CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS, AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. 80' X120 3�\ . \� 21.00 20.70 10' \ yq fix` _ 20.65 CONTLL SIDEWALKS, HANDICAP ZONECTOR TO VERIFY OS, RAMPSPES ON AND -J20.70 DRIVEWAY CONNECTIONS FOR COMPLIANCE WITH 27 27 ` ; '.,: �tJ�r + _ , I, _..... NH9°J7'33t'W q 7 �C) MEG ADA REQUIREMENTS AND/OR OPERATIONAL 20.33 2 .6 FUNCTIONABILITY PRIOR TO POURING FINAL s 223 `\ CONCRETE OR ASPHALT. PROPOSED SIDEWALKS 26 _ 26 Ta.0 A20.18 ? J EXCEED 2% ACROSS AND 5% 5 MEG" 0.6MEG 20 0 LONGITUDINAL. 20.58 i.' 25 25 ,0 20.58 ;' ALL PROPOSED GRADES AND CONTOURS ARE TO L ....._ .__._. ,:1" w-- --- ° a'_.,..,__. .. ---- JG `vEDGE OF PAVEMENT UNLESS OTHERWISE NOTED. -AVENUE D THESE PLANS AND ALL PROPOSED WORK M G MEG 24 - 1 - - 24 \ `.\. 20.60 20.56 20.63 CONTRACTOR SHALL CONTACT ENGINEER OF ARE SUBJECT TO AN`I�OMECT'ION9 \ e z' �� RECORD AT LEAST 24 HOURS PRIOR TO POURING < REQUIRED BY FIELD INSPECTORS THR7` 23 23 ,,� CONCRETE OR PLACING ASPHALT 0 AL MAY BE NECESSARY IN OVIDEM TO DRIVEWAY CURB CUT CONNECTIONSFOR - IR/m -, \ \ ENGINEERING INSPECTIONS. 22 - _ _l-... 2 < CQF11t�LY WITH ALL AP€`LL.AE?J E C0t7E3. STORM EVENT: 100 YEARS - 72 HOURS 2 .43 FT. CONTRACTOR IS TO PERFORM ALL EARTHWORK - TH - - / ACTIVITIES IN ACCORDANCE WITH THE _ _ SPECIFICATIONS AND RECOMMENDATIONS CONTAINED 21 I=III - 21 O IN THE GEOTECHNICAL INVESTIGATION REPORT STORM EVENT: 10 YEARS - 2 HOURS 20 99 FT. PREPARED BY BLUE MARLIN ENGINEERING. ✓. 20 - - I - 20 ' F I LE Cw 0 PY GENERAL CONTRACTOR (AND ALL SITE WORK e9,y SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE GEOTECHNICAL INVESTIGATION 19 I -III III, 19 C` REPORT. COPIES OF THE REPORT ARE AVAILABLE THROUGH THE OWNER/DEVELOPER OR BLUE BOTTOM OF POND = 18.0 _ I I I � MARLIN ENGINEERING DIRECTLY CONTRACTOR TO 18 r < *P0 \ ,90 CONFINING LAYER ®15' SEASONAL HIGH WATER ABLE L 17'` 17 17 0 10 20 30 40 50 60 70 = 80 90 A-A POND PROFILE 1„ = 10'(H) 1"=2'(V) INCLUDE ALL NECESSARY SOIL WORK IN THE PROJECT BID. ALL RIGHT-OF-WAY DISTURBED BY THIS WORK SHALL BE RESTORED TO ITS ORIGINAL CONDITION AND IN ACCORDANCE WITH APPLICABLE COUNTY AND FDOT CODES. ALL DISTURBED AREAS MUST BE SODDED TO MATCH EXISTING GRASS TYPE. Stephens- Barrios Retail Brokerage Develepmmt Civil Engineering N 0 0 a z z w w 00 a it o "' 00 MO A C) o O z N W �. 6f LL .d• a w � 0 c• �� Z d t!) W oa U BARRIOS ENGINEERING, LLC. C.A. #29108 605 DELAM AVE ORLANDO, FL 32801 407-286-2610 ura d�ow"ri� va✓wvLt dvN`.i 'Y yr y �✓ r �r W h �VI • F� peeeI e 0 WO v haft„te:.. ". 6rpn•.4� l GRADING AND DRAINAGE PLAN Proiect SB15-004 Date Sheet 09/19/2016 C300 Scale l _20 �ONTROL DETAILS ANCHOR SOCKS H OPTIONAL POST POSITIONS` EROSION PRINCIPLE POST POSITION X 2" X 4' EROSION/POLLUTION yj /-'(CANTED 20TOWARD FLOW) STAKES PERSOCKI2 - 2" SSOCC DICK IN LIEU OF REAL HAY OR STRAW CONSTRUCTION SITE FENCING SIDEWALK CONTROL NOTES _ _ O ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL FILTER FABRIC DITCH COMPLETION OF CONSTRUCTION. DITCH ® D 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM / .,..-SILT FLOW WITH LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT --CURB & GUTTER - SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED LOOSE SOIL PLACED BY SHOVEL AND LOOSE SOIL PLACED BY REFILLED COMPOST FILTER SOCK VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERMITS. LIGHTLY COMPACTED ALONG UPSTREAM SHOVEL AND LIGHTLY REFILLED COMPOST FILTER SOCK SECTION FACE OF SOCKS. ° �)'" COMPACTED ALONG THE 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED POST (OPTIONS: 2" X 4" I UPSTREAM EDGE OF SOCKS Ow O COMPLETED INLET O DITCH BOTTOM INLET PRIOR CONTROL OR AS THE FIRST STEP IE CONSTRUCTION. SEDIMENT 2 1/2"MIN. DIA.WOOD; STEED I Fr- AGAT ANY TRANS OPRACTICES ILL BE RTATIONPOFISDAS A ILT OFF THESITE. DEFENSE 1.33 LBS/FT. MIN.) r 6MAX. r FILTER FABRIC I FLOW \�_ NTS NTS INLET GRADE 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A \ CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS �� \ X;� ILTER FABRIC SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH SILT FLOW x // NOTES' RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND i i \' PEN INLET STRUCTURE z �\\� i •�\ i PROTECTION ` _ NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. o e �. ��\� ISER AROUND INLETS N �a �. +�� r=c\\/ ��\�� OR SIMILAR 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF - TI APRON STRUCTURES ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS ELEVATION -- ^- PLAN URB & GUTTER PRIOR TO CONSTRUCTION. REFILLED COMPOST FILTER SOCK 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE SILT FENCE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL O O SOCKS BACKED BY FENCE O BA ERS FOR SLOPES PARTIAL INLET SPECIFICATIONS. O O EROSION CONTROL SOCK 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS NTS NTS NTS NTS NTS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST j INSIDE OF PROPERTY LINE. j 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER j DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. j% 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION i SHALL BE WATERED TO PREVENT WIND EROSION. �i SILT FENCE 1'2 �• 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX C3. NO. 102. GRAPHIC SCALE 11. BARB ERS.S SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF HAY 30 0 15 30 60 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. IN FEET) 13: ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY \ STORMWATER •�"�`, r6, 1 inch = 30 ft. ENGINEER OR BY REGULATORY AGENCIES. RETENTION AREA C3. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR HAY ;RI y BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. �e. !/ > . 20.0 U --- 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH -- A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE �•o � � � LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 1,2 'low16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE HARD SURFACE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES FENCE C3. ;nye ~ k \ PUBLIC ROAD INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR: ,%� INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION /A �� \ o SO' ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND \ b: 6, �LJ/� INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER". 5 C3• \ 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF C3• " \ TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL w o� PROTECTION UPON THE COMPLETION OF CONSTRUCTION. \ \ FAMILY DOLLAR 1'2 SILT FENCE rr C3. " � 18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF 89186 CS,F R 6MIN. THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. /' FFE: 23.54) FT 19. NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT ;. `. N.S.A. R-2(1.5"-3.5' / a \ COARSE AGGREGATE FLUSHING, ETC SHALL BE DISCHARGED TO EXISTING UNDERGROUND 6, STORMWATER FACILITY OR ON SITE RETENTION POND. ?. C3. C3. NOTES FC 30 GEOTEXTILE UNDERLINER . ,.. 20. ANY POTENTIALLY HA M HAZARDOUS CHEMICALS S BROUGHT ONTO THE e P.S.I. (28 DAYS) D Z JOB SITE WILL BE LIMITED AND KEPT IN ORIGINAL CONTAINER WITH MSDS LABEL. " CRUSHED STONE ,, v � � � � V ;✓., , �%� � Q 21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT j! O CONSTRUCTION EXIT DEPOSITED ON PUBLIC ROADWAYS SHALL BE REMOVED BY THE END OF THE WORK DAY. NTS Ale Cf PIE CALL 48 HOURS BEFORE YOU DIG �- It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, y V 6, HLLLL8 v �\ CONSTRUCTION g ENTRANCE/ EXIT TOTAL AREA DISTURBED UNDISTURBED IMPERVIOUS PERVIOUS (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AREA (AC) 91,814 99,000 0 50,094 41,720 2.11 2.27 0 1.15 0.96 RAIN TYPE DATE LOCATION DATA OF CONTROL INSTALLED CURRENT CONDITION CORRECTIVE ACTION d " i ! 30 Condition Code: G =Good M = Marginal, needs maintenance or replacement soon CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT IMPLEMENT ANY PART OF THE T Sg.6 P = Poor, needs immediate maintenance or replacement C = Needs to be cleaned 0 Other CONTROL MEASURES REQUIRED BY THE NPDES PERMIT 1,2 SILT FENCE C3. ? e,,..` = Control T e Codes SH�L�SIGN BELOION W: _ 102 9 \ � ♦ f C., -VM :- , . , x , JAO, . . Silt Fence 10. Storm drain inlet protection em orce soil retaining 9 system Earth dikes 1. Vegetative buffer strip Structural diversion 12. Vegetative preservation area 20. Gabon Swale 13. Retention Pond edinrent Basin Sediment Trap 4. Construction entrance stabilization 22. Temporary seed sod Check dam 23, Permanent ee sod Subsurface drain 5. Perimeter ditch 4 Mulch Pl a slo a drain 5. Curb and utter Bales L vel spreaders 17. Paved road surface 26, Geotextile 8. Rock outlet protection Ri - I certify under penalty of law that I understand, rstand, and shall comply with the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared thereunder." Av , ..-r'. i A 28. Tree protection 1. Waste disposal Anouselkeeping33. Sand Bag 29, Detention pond B. Dam 134. Other 30. Retention pond \. I Name Title ComDanv Name Address & phone iumber Date t,lq� -.. I r nLar YLANS ANU ALL f HOPOSaD WORK OWNER/AGENT CERTIFICATIONS; AA ARE SUBJECT TO ANY COMECTIONS "REQUIRED BY FIELD INSPECTORS THAT I HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE MAY BE NECESSARY IN ORDSR TO REQUIREMENTS SHOWN HEREON, COMPLY WiTH ALL APPUCABLE CODES. ------ ---- --- OWNER/AUTHORIZED REPRESENTATIVE Date o Stephens Barrios BetaO Brokerage Development CIWI Engineering ui m 114 0 a z 0 U U tY 0 0 la N O 0 z W t 11111/� � Ln Pa" ' Ci off. : z C) a U BARRIOS ENGINEERING. L60. C.A. #29108 606 DELANEY AVE ORLANDO, FL 82801 407-286-2610 r' ..v riVYVVOi ViYr,Y�Y W � /rv'N W -.. - w ... is JJa•`�' �,�/, ,v,Y•, v pry, yJ O a SWPPP Proi ct # SB15-004 Date Sheet 09/19/2016 C3 1 Scale 1"=30' SEE SEPARATE DETAIL FOR SIGNAGE REQUIREMENTS (3) 6" WHITE CHEVRONS EQUALLY SPACED PER AISLE a WHITE a HANDICAP w SYMBOL vwi o1_ ilk 5' HI HIGH)) SINGLE WHITE 12' 512' SEE PLA 6" STRIPE 6, k' J °' I WHITE Im m �_ m 6„ n 12' CO 5' 12' NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP HANDICAP STRIPING SHALL CONFORM TO FDOT INDEX 17346 (LATEST EDITION) HANDICAP STRIPING NTS O 1 NOTE 1: REFERENCE FDOT INDEX NOTE 2: CONSTRUCT RAMP 304, PAGE 1, GENERAL AND TO LEAST POSSIBLE SLOPE DESIGN NOTES (MAX = 1:12). CROSS SLOPE FOR RAMPS IN R.O.W. OF RAMP AND LANDING SHALL NOT EXCEED 1:50. NOTE 3: RAMP GREATER THAN RISE REQUIRES HANDRAILS. 2' DETECTABLE WAR G (REFER TO DETAIL) MIN. 5' S F 6" TRANSITIONSt,/A/ p! 6" CURB (TYP.) RAMP SLOPE 1:12 MAX. 5' X 5' LEVEL LANDING AT TOP OF RAMP O5 DRIVEWAY CORNER RAMP NTS 3000 PSI (MIN.) CONCRETE NOTE: STREET TERMINATION SIGNS ARE TO BE IN ACCORDANCE WITH INDEX 17349 TRAFFIC CONTROL FOR STREET TERMINATIONS OF THE LATEST FDOT DESIGN STANDARDS AND FOR DETERMINATION OF THE NUMBER OF SIGNS AND THE APPROPRIATE REFLECTOR COLOR ALUMINUM POST: 3/8" 0 ALUMINUM BUTTON HEAD BOLT WITH NUT AND LOCKWASHER OR 5/16" 0 STAINLESS STEEL HEX HEAD BOLT WITH FLAT WASHER UNDER HEAD AND LOCKWASHER UNDER NUT N .080" ALUMINUM SIGN PANEL CHANNEL POST: PROVIDE ATTACHMENT IN ACCORDANCE 2" 0 X 1/8" ALUMINUM WITH THE "SIGN ATTACHMENT ROUND POST OR 2.5# / DETAIL" ON INDEX NO. 11865 FT. STEEL FLANGED CHANNEL POST ^� w�/ NO CONCRETE FOOTING IS REQUIRED FOR DELINEAR SUPPORTS. SUPPORTS SHALL •^t\/ BE DRIVEN 3' INTO THE GROUND, �1 61 REFLECTIVE 080" BUTTONS SHALL ALUMINUM <<j HAVE A 3" MIN. SIGN PANEL DIAMETER I NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 12" 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A PARKING BY REFLECTORIZED (ENGINEERING GRADE) WHITE DISABLED BACKGROUND WITH BLACK OPAQUE LEGEND PERMIT & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORDINANCE NUMBER. ONLY 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE --- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE. 8. REFERENCE INDEX 17355 SPECIAL SIGN DETAIL OF THE LATEST FDOT DESIGN STANDARDS. 0 i OHANDICAP SIGN TOOLED EDGES NEW 4" CONC. WALK W/ 6X6 W1.401.4 WWF co a a a _ a� —III— _ -I —III -III—III—III- -I I IIII-III III -III III-III1 NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM. EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1/8" BELOW TOP OF WALK. SCORE MARK (1" DEPTH) SHALL BE 4' (MAX.) O.C. REFERENCE INDEX 310 CONCRETE SIDEWALK OF THE LATEST FDOT DESIGN STANDARDS. O6 CONCRETE SIDEWALK ' (3,500 PSI (MIN)) 2'-6" 2'-9" 00 04 FIN. c RADE i; 7 SOLID WHITE TRAFFIC PAINT (TYPICAL) 10 STREET TERMINATION 11 PAVEMENT MARKING NTS CONT. #4 BAR 8" 001 0 N 6" BOLLARDS c EXPANSION JT. 1/2 c A RING HINGE - SEE WTAIL i 1� — 6" REINFORCED \ — CONCRETE APRON 14' IN 8" CMU BOND BEAM (TYP): NOTES: SLOPE SLAB TO DRIVEWAY SLOPE MIN. 1/4" PER FT. 6" BOLLARDS SPLIT FACE BLOCK TO MATCH BUILDING TRASH ENCLOSURE WALL- SEE STRUCTURAL DETAIL 4" CONCRETE SLAB \�8" SPLIT -FACE BLOCK 6" REINFORCED CONCRETE WALL (FILL ALL CELLS) 3500 PSI MINIMUM 30"SPLI (FIBER REINF.) HOLE IN CONCRETE AT FLUSH BOLT EDGE OF DETECTABLE WARNING e TRUNCATED DOME 2" 2.35" DOME PATTERN SHALL BE IN-LINI§OTE: WITH DIRECTION OF TRAVEL 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER. 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY APPLYING A 0 TRUNCATED DOME TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. DEPARTMENT OF -0 O 0 0 (SEE DETAIL) JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. _0 0 0 0 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER 0 0 0 0 SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER PLAN VIEW IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD ,CLASS I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST PROVIDE' FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. PHONE: (800) 682-2525 6. REFERENCE INDEX #304 DETECTABLE WARNINGS & SIDEWALK CURB RAMPS OF THE LATEST FDOT DESIGN STANDARDS. O DETECTABLE WARNING . RAMP001.DWG . NTS ' NTS' 00 o }� JOINT SEAL (CONC. PVMT.) fPAVEMENTII 4„ 1/2" EXP. JOIN' (CONC. PVMT.)( DINT FILLER NOTES: (CONC. PVMT.) 1. COST OF 2-#4 BARS (CONT.) SHALL BE INCLUDED. 2. PROVIDE 2-#6 SMOOTH BARS W/ EXPANSION CAPS AT EACH EXPANSION JOINT, 20'-0" O.C. MAX. 3. CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. 4. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. PLAN SYMBOL O7 6" VERTICAL CURB ' (3,500 PSI (MIN)) -# 5ARS ®1 ° 2 x LFRAME — CANE BOLT RE 24" x 5" CANE BOLT (5/8"0) 72" ° 3/4"t 0 STEEL GUIDES WELDED TO # 5..IRS 2•0 PLATE (TYP. OF 3) 016 / NTS ' SIDEWALK (SEE PLAN) 1/4" PER FT. SLOPE �1/2"R I 6" I 6" I O MONOLITH ' (3,500 PSI (MIN)) 3'-0" SUBGRADE R1-1, 9GA SHEET METAL BOLTED TO POST ACKGROUND o , RED, LETTERS PAINT ANDBBORDER WHITE. 1h (FDOT INDEX 11860 & 11861) Z X STEEL POST 0 ° ° FINISHED GRADE e � a .�.•e , o-. .' � ll p1°III:... (Q t,1 p 0" N = ° , p°, 1/2" BIT. EXP. JOINT (TYP.) II II CONCRETE BASE 12 STOP SIGN NTS NTS roll Im- -3/8" HOLE FOR TIHiRU BOLT EDGE OF T" STEEL FRAME 4" x 24" x 1/4" PLATE BOLTED TO FRAME & FENCE Q z' 7 CANE BOLT REST LrRA 1/4 FRAME 4-1/2"X3"X1/4" � �� T0A2�'tWFRAMDE s-vr 1-1/2" a 1PLATE THICK THESE GLANS AND ALL PROPOSED PAINTED ARE SUBJECT TO ANY COP�RECjr! NOTE: MOUNT 48" ABOVE FINISHED 'REQUIRED BY FIELD INSPECTORS GRADE TO TOP OF PLATE SWING LATCH BOTTOM OF CANE BOLT MAY BE NECESSARY IN ORDER PLATE 1" BELOW BOTTOM Comm WITH ALL APPLICABLE C OF GATE FRAME STOP PLATE 6" DIA. SCH. 40 HINGE & STOP 3/4"0 X i" DP. SLEEVE t' WELDED TO 6" DIA. x 6" HINGE IfJ PAVEMENT FOR CANE'. �/�& 2" x 2" x 1/4" L FRAME BOLT AT CLOSED & / 2" x 2" x 1/4 AGATE FRAME on^ norm oncrnnnlc / 10 --WI \-TOP OF PAVEMENT U 12" CANE BOLT (1 PER GATE) PLAN VIEW L-3) #5 BARS CONT. �IZ UUMt-AUILU 12" FREE-DRA%IING SUBGRADE TO FC (TYP.) MATERIAL DIR TLY 987 DENSITY ° UNDERNEATH CONCRETE 14 DUMPSTER ENCLOSURE NTS NOTE: CONcR[TE AND SUBGRADE PLACEMENT IS TO SPECIFICATIONS AND RECOMMENDATIONS CONTAINED NETIHEAEOTECHNCALTO INVES11GATION REPORT BY BLUE MARLIN ENGINEERING. CONTRACTOR SHALL COORDINATE TESTING OF (NO LIMEROCK OR STABILIZE SU`t'ASE) COLUMN AT TOP & BOTTOM W/ 1/4" CARRAGE BOLT GATE HINGE DETAIL 15 GATE LATCH DETAIL NTS 5'x5' LEVEL LANDING 2' DETECTABLE AT TOP OF RAMP WARNING 1aP�,`ti GpCVOp� C ��lqX Jsl pq�o F �pP S R,V v? P 0 11 NOTE 1: REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AND DESIGN NOTES FOR RAMPS IN R.O.W. S�OQF NOTE 2: CONSTRUCT RAMP 0 TO LEAST POSSIBLE SLOPE (MAX = 1:12). CROSS SLOPE RAMP AND FLARES SHALL OF RAMP AND LANDING CONTRAST VISUALLY WITH SHALL NOT EXCEED 1:50. ADJOINING SURFACES. NOTE 3: RAMP GREATER THAN A (LIGHT -ON -DARK OR 6 DARK -ON -LIGHT). RISE REQUIRES HANDRAILS. )FLARED HANDICAP RAMP NTS 3000 PSI MIN. CONCRETE 7, NOTE: CONCRETE SHALL BE 3,500 PSI 28 DAY STRENGTH 09 WHEEL STOP 2"X2" TS FRAME FULLY WELDED. ALL OPEN ENDS TO BE CAPPED AND ALL WELDS TO BE GROUND SMOOTH. PAINT PRIOR TO APPLYING VINYL SLATS r—2" VINYL SLATS NO SPACE DIA BOLLARD CANE BOLT - 16" X 3/4" W/WHEEL AT BOTTOM AND ANCHOR SLEEVE EMBEDDED IN CONCRETE 13 DUMPSTER DOOR NTS PAVEMENT I , � - I v q p v I 00 p a' BASE 12" 1 1 12„ STABILIZED SUBGRADE COMPACTED SUBGRADE' 1. LIMEROCK BASE MATERIAL AND THE STABALIZED SUBGRADE SHALL BE COMPACTED AT A MINIMUM OF 98% OF THE MODIFIED PROTOCOL DENSITY AS DETERMINED BY AASHTO T-180. 9(3,500RIBBON CURB PSI (MIN)) NTS ® Stephens- Barrios Retcg Bmkemge, Development DMI Engineering W 6 W q 0 04 z z w 0 0 U U o- 0 m 00 Ca 0 O z W 111111/j/ a �0-0 ��N Q�.• •� • 2 : r d' �1 LL eCO UD - to Q =moo 0 0 ° �W oa » 1�ie�� U 9AIZIZIOS ENGINEEIZING, LLC. C.A. #29106 805 DELANEY AVE ORLANDO, FL 32801 407-266-2610 V 3 , ✓'. " N ii U> WN Y f 1 W n � ✓�.333 FTC 3,4j' v. 33 44: DETAIL SHEET Project # SB15-004 Date Sheet 09/19/2016 C490 Scale N.T.S UNDISTURBED EARTH - UTILITY SERVICE LATERAL 3/4" CHAMFER OR RADIUS ALL 4 SIDES 4'-0' I �= N � 3"CL EYE B T SLOPE 2:1 MIN SEE INDEX 01 g OR SHORING 2"CL 3 r COMPACTED BACKFILL - SEE COMPOSITE UTILITY PLAN, UTILITY SPECIFICATIONS AND PROFILE PLANS ' \/.\V NOTE NOTE 1 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM D-2321, O1 TRENCH DETAIL I� NTS lI 3'-0" 3" 4 BARS 4 BARS # SECTION BB 1 T S. SEC�TIR AA B CTRS. « CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS - SEE INDEX 201 FOR MIN. DIMENSIONS. B `j FOR REBAR LAYOUT REFER T FDOT INDEX 233 TABLE 1. FOR GENERAL NOTES AND GRATE INFORMATION REFERENCE FDOT INDEX 233. r 5 INLET CAPACITY= 6.8 CFS (6" HEAD) RECOMMENDED MAX. PIPE SIG (INSIDE WIDTH) g► 2'-6" WALL = 18" PIPE PLAN 4'-0" WALL = 30" PIPE FOR USE WITH HEAVY WHEEL O2 TYPE "F" INLET LOADS NT (REF: FDOT INDEX 233) (PRECAST DIMENSIONS) Sod 1' Beveled Or Round Corners N RonstRuAc ion Joints erml 1.5 R 1n Grate 0 0 0 0 t o �0 3a ® • • • I • \ Fastener Concrete Slab, 3" Thick, Reiriforced With WWF 6x6-W1.4x; N Sod Slronsttion 2 S9d 9. ope or' As d Deto�s Sep p ernent Sheet 7 itf 1 I `�oncrete o Ipe 2' Unless TOP VIEW -SINGLE PIPE Loc. Ref. C 1 � Mox Grates S B Paced 14 "C to c 1r4 Connector Vot < Than D P muted e �ngmeer O. AAI. -/ Construction Joints Permitted Ditch Grade p H E 3' 2' Sod Paid �ou�ver F Pie To Be Included Under Unit Price For Mitered End Section *Slope: T3 Pipe For Pipes 18" And Smaller 1:2 For Pipes 24" And Larger. SECTION Note: See Sheets Q and 7 for details and general notes. (INDEX # 273) 06 SINGLE ROUND CONCRETE PIPE (FDOT INDEX 273) lJ ASPHALT PAVING & BASE (SEE SOIL REPORT) TOOLED EDGES CONC. APRON WITH 6x6xW1.4xW1.4 W.W.F. (SEE PLOT PLAN) #5 CONT. a a ° z 9 X c X a X. L o Doo d a ^ -III-III I� n4f7n ��-�� 03 CONCRETE APRON 3,500 PSI (MIN.) CONCRETE 3' 4„ A I 5 3/4" PLAN GRATE 2"CL 5 3/4" 1 L 2" 2'4' FRAME & SOLID LID. NEENAH NO R-1974-A (ROUND) OR APPROVED EQUAL. WITH CLEAR CROWN CONCRETE OPENING EQUAL TO PIPE I.D. 6" DIA. STD. PIPE FILL W/ CONC. TO APPROX. WT. FINISHED PAVEMENT TROWEL -FINISH OF 150 LBS. WHERE REQUIRED FINISHED GRADE o PAINT SAFETY YELLOW 7_4\\�/\\��\��\�i , FIN. GRADE OR TOP OF //� /\ PAVEMENT. -III III -I 12" CONCRETE II II° I { III III -II' COLLAR 6" w -III • P THICK a = III=I I, I II -III 45' BEND e I Ia° I= CONCRETE FOOTING 0 SEWER n LJ WYE 45' BEND ° ° 1'-0" DIA. NTS O4 CLEANOUT NTS O5 BOLLARD NTS 2"-1 -I F 1 1/2'" �...� TYPE C2 PAVED AREAS CAST IRON GRATING APPROX. WEIGHT 235 LBS #4 12' O.C. SECTION A -A 3000 PSI CONC ALL STRUCTURES IN PAVEMENT AREAS SHALL CONFORM TO H2O LOADING STANDARDS. FOR REBAR LAYOUT, REFER TO FDOT INDEX 232. �7 TYPE 'C' INLET ' (REF: FDOT INDEX 232) ANGLE SEAT (2 SIDES) W/#3 HOOK ® 8" O.C. NTS ►i FIBERGLASS I YHL U IINLL I ) TYP FIBERGLASS SKIMMER STEEL GRATE 6" ELEV. 21.00 6"x6"x3"LG. ALUMINUM ANGLES (TYP) 15" DISCHARGE PIPE DIMENSIONS & QUANTITIES 1)X A B C E F G M N GRATE SIZES CONCRETE (CY) SODDING (SY) g��1 gee P p D Ible f� pe le IPe c� P d 1 e WS 9rdWd el I e E 9r� p St i e Slagle iPa D�upble i e �jple IPe �upad i e pgle IPe D� p le I e �jple iPe O P d PI e 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.0' 4.63' 7.21' 9,79' 12.37' 1.19' 0.76 1.16 1.54 1.94 8 10 11 12 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.0' 4.92' 7.75' 10.58' 13.42' 1.21' 0.85 1.28 1.71 2.17 9 10 12 13 24" 3'-5" 2.53' 9.71' 11' 1.73' 4.0' 5.50, 8.92' 12.33' 15.75' 1.25' 1.02 1.58 2.15 2.75 10 12 13 15 30" 4'-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 4.0' 6.08, 10.33' 14.58' 18.83' 1.29' 2y2' 3" 1.23 1.98 2.74 3.50 12 14 15 17 36" 5'-1" 2.87' 14.18' 15' 2.24' 4.0' 6.67' 11,75' 16.83' 21.92' 1.33' 2yZ' 3" 1.40 2.38 3.33 4.24 13 15 17 20 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 4.0' 7.25' 13.25' 19.25' 25.25' 1.38' 2Y21' 3Y2" 1.60 2.83 4.04 5.26 14 17 19 22 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 4.0' 7.83' 14.58' 21.33' 28.08' 1.42' 2Y2" 3y" 1.81 3.26 4.70 6.14 15 18 21 24 54" T-8" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 4.0' 8.42' 16.08' 23.75' 31.42' 1.46' 3" 4" 2.03 3.78 5.54 7.28 17 20 23 27 60" 8'-6" 3.59 19.55, 23.1 V 19.03' 23' 3.00' 4.0' 9.00' 17.50' 26.00' 34.50' 1.50' 3" 4" 2.28 4.36 6.43 8.50 18 22 25 29 Dimensions permitted to allow use of 8' standard pipe lengths. Dimensions permitted to allow use of 12' standard pipe lengths. THESE PLANS AND ALL PROPOS50 V'JOR( ARE SUBJECT TO ANY COfDREC'lONS REQUIRED By FIELD INSPECTOFS TIfA7 0AY BE NECESSARY IN OA DM TO COM11)LY WITH ALL APPUC ME COf? S. I�1�I�I�ID %�`� cif" ' • . • • �B n �n�n w w_mom. r +Ico _d• = �' �0 • w Z r A 0a �4 CJ f muF° BA R121oS ENGfNEElZ1NG, LLC. O.A. #29108 605 DELANEY AVE ORLANDO, FL 32801 407-286-2610 DETAIL SHEET Proict # SB15-004 Date Sheet 09/19/2016 Scale C4 • 1 N.T.S 1 Stephens- Barrios MAGNETIC WIRE AFFIXED BY IDENTIFICATION TAPE j/AI � � Retell Brokerage Development Enginawing(TAP) POLYETHYLENE TUBING SERVICE EXISTING WATER MAIN Zy y � = d LIMIT OF UTILInES � AUTHORITY INSTALLATION � APES Ell W CORPORATION DRY -CON /STOP - - 2 _ .',,, , I\�• L r3 CONNECTOR / > -� ..' .. .. _ _._ O o K n TEE 11 1/4•, 22 1/2' \ THHN WIRE `STAINLESS STEEL DOUBLE STRAP \ 7� -I 2 CROSS USED AS TEE 45•, OR 90• BEND SERVICE SADDLE off, �� U y O TEE FOR TESTING 6` NIPPLE R/W7ROMETYPE FINISHED GRADE ¢ a -+ WATER METER APPROVED BACKFLOW ASSEMBLY 6" NIPPLE 8` NIPPLE I L REDUCER Q) W TEE USED AS \ �C\/. - � /\/ �\ •` �\ .\/i W p 90' ELBOW 90' ELBOW CROSS USED AS O EXISTING ETERS TO E INSTAL SEE NOTE *4 BY F..P 1,A WATER MAIN 3• r- g N O CORPORATION 2" CORPORATION 2` LOCKING 29" 90• BEND 90' BEND / I---L ED y N 1 " OR 2" METER FLANGE TEST PORT -.,.CURB Y dY .A/I POLYETHYLENE TUBING SERVICE LOCKABLE METER VALVE STOP TEST PORT FINISHED GRAD SLYm'i311' 1 L CORPORATION STOP (NOTE 5) (CURB STOP FORD PART 4 B41-XXXX-G •= 2 y 1� �F THHN WIRE WITH ONE SHOT LOCK (STERLING SECURITY SYSTEM ��"�T57P�� PROFILE VALVE STAINLESS STEEL DOUBLE JR-05) STRAP SERVICE SADDLE 2` COPPER OFFSET �.�: WITH I.P. 7HRFA0 SERVICE PIPE µ'YE 1. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE. NOTES: NOTES•. _ L 2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE J. 1' & 3/4" METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP) I. WHERE DIRECTIONAL DRILLING LENGTHS EXCEED 750 Lt;gR FEET AND/OR HOPE PIPE DIAMETER EXCEED 12 INCHES, A SECOND LENGTH OF CE WIRE SHALL BE INSTALLED. 2. TRACE WIRE SHALL CONFORM TO THE FOLLOWING SPECIOCATION: I. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18' AROUND METER OR BACKFLOW NO SOLDER JOINTS. L `c� O 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE JO", IN PAVED AREAS OR PLANNED ROADWAYS OR MANUFACTURER - COPPERHEAD INDUSTRIES, LLC PART NUMBER - 1245B-EHS-500 / 1245B-EHS-1000 / 1245B-EHS-2500 2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90• BEND. •� SWALES MIN. COVER SHALL BE 36". PART NUMBER DESCRIPTION - 12 (AWG), 45 (JACKET Mli.), B (JACKET COLOR: B=BLUE, t� 5. FOR 2" COMMERCIAL SERVICE INSTALLATIONS, FPUA WILL INSTALL ABOVE GROUND METER PER G=GREEN, ETC.) - EHS (EXTRA HIGH STRENGTH -HARD DRAWN / 1150f}' BREAKING LOAD STRENGTH) - 500 (WIRE LENGTH IN FEET) WATER METER/BACKFLOW PREVENTER ASSEMBLY DEAD END VERTICAL END HYDRANT RUNOUT Q DETAIL W—B. DOMESTIC SERVICE (COMMERCIALI 0 TYPICAL SINGLE WATER SERVICE CONNECTION MECHANICAL JOINT ANCHORING REDUIRFMFNT4 (N. T.S.) N.T.S. Z PjE TYPICAL SINGLE WATER r� 4 SRUCE CCNNECnON W—L DATE REVISION: BY: APPO: WATER ASTEWATER ENGINEERING //y�y� DESIGNED: COMPUTER FILE g� Pj� DIRECTIONAL BORE ,(;O MIRE ATTACHMENT M-16 ,11 DATE REVISION: B1`. APPO: WATER/WASffWATER ENGINE RING (/\�� D GNEO: CO LE �C c AMSC .DING FT. PIERCE U77LInES MECHANICAL JOINT WCHM G REOUIRDeaS M-3 DMEW DATE REVISION: Y.' APPD• WATER WASTEWATER ENGINEERING (//��'} D £0: COMPUTER FILE JJN M15C DETAILS YOOBOz. FT. PIERCE UTUITIES AUTHORITY Pj � WATER METER/BACKFLOW PREVENTER AsseMal.Y-DOMEN SLww MEIFR sllE z• AIR LESS W—B W 0.•I DATE REVISION.' BY.- APPD: WATER WASTEWATER ENGINEERING DES N COMPUTER FILE DErAqS FT PIERCE UTILITIES AUTHORITY \V/ DRAWN BY. SCALE e02 \O/ ORAwN er. scAfe AUTHORITY KTE. (�y V AILS 2ppgOp,DMp FT. PIERCE UnLInES AUTHORITY 5c . U DRAWN er IMM JJM 1 (f 11 RA DROWN BY. SGA1E SILL �yl i APPR01E0: GATE' SHEET A A APPROVED: DOTE: S ET 2010 1 OF 1 A Su N.iS UATE, A APPROVED: DATE: SHEET JLC 2010 1 OF , \�\ ,1% ° °�'Y/ �/ O lid APPROVED: GA E: SHEE JLC 20f0 of 1 JLC 20f0 1 OF f \\\(��O \ • �2"I {d0 Ir-�-I �nE'-C-lji� e V yy .J�• Co O TYPICAL SINGLE WATER SERVICE CONNECTION O DIRECTIONAL BORE DETAIL O WATER METER AND BACK FLOW PREVENTER O MECHANICAL JOINT er ; o °• e z NTS NTS NTS NTS e� ` o a /��fl1i111 � U SA12R(0S 24'X24' SQUARE PAD X 4" THICK CONCRETE COLLAR IN UNPAVED 24'x24' SQUARE PAD X 8' THICK CONCRETE COLLAR W/ 4 #4 2 P.V.C. SCH. 80 CAP W/ 3/4' INSTALL R.P.M. BESIDE 5 i/4' WEIGHTED VALVE BOX LID & O E.O.P. "WATER" -_-` #2910 E E R 1IU G. L L e C.A. //29ANE 805 DELANL AREAS W/REINFORCED CONCRETE MESH REBAR 3' FROM EDGE OF PAD OUTLET OR APPROVED EQUAL OUTLET LETTERING OR SEWER" ON COVER TYLER/UNION PART 2AVE ORLANDO, FL 32601 80 6" PVC-900 P/PE� �00 3/4" P.V.C. SCH. 40 f OR COPPER CONC. PAD 24' SQUARE 112T-147510 x 4" THICK IN UNPAVED AREAS W/REINFORCED FINISHED GRADE 407-266-2610 MECHANICAL JOINT RESTRAINT NOTES CONCRETE MESH \\\ + � o -` RESILIENT SEATGATE VALVE 6" MJ Z FIRE HYDRANT �� BALL o O Z NOTES; ANCHOR TEE NON -RISING STEM VALVE VALVE OPERATOR SHALL ADJUSTABLE BE NO LONGER THAN 1) THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED LENGTH TO BE RESTRAINED BASED UPON THE PROJECT AREA SOIL TYPE, VARIES ,.—� i� PROPOSED FINISHED VALVE BOX & RISER fo (IF 24" EXTENSION NECESSARY) �` � /1 PROPOSED TRENCH AND DEPTH, PRESSURE OF 15T PSI, AND A GRADE TWOCONDITIONSA SAFELY FACTOR OF 7W0 (2). A DRAWING OF EVERY TYPICAL FITTING ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH REFLECTS 4 1/2' PUMPER NOZZLE % "� '; CA1E VALVE O THHN MAGNETIC WIRE THE RESTRAINT DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE RESTRAINT. FACING ACCESS APPROVED TRAFFIC TYPE HYDRANT R/W AND (2) 2 1/2" WITH 5 1/4' OR 6` VALVE OPENING HOSE NOZZLES P 2) REQUIRED RESTRAINED LENGTH CALCULATIONS SHALL ALSO CONSIDER THE CONDITIONS OTHER BENDS OR FITTINGS THAT WILL BE LOCATED WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF THE BEND OR FITTING GROUND OR PAVEMENT Y" NEOPRENE RUBBER BACTERIOLOGICAL SAMPLING POINT ®FIRE HYDRANT GINGHAM & TAYLOR IN QUESTION. SURFACE AROUND HYDRANT 0° (N.T.S) INSTALL R.P.M. 6' PAST 5 �:" HEAVY DUTY SET BURY LINE TO THE VALVE BOX WITH VALVE LID W/4' THE TRAFFIC FLOW MECHANICAL SKIRT W 3) EVERY JOINT OR FITTING MUST BE RESTRAINED ON BOTH SIDES OF THE BEND AND FOR TEES ALONG THE BEND ALSO. BLUE R.P.M. FINISHED GRADE 2"x 4" TEMPORARY MARKER (PAINTED BLUE). JOINT .: RESTRAINTS (TYP.) 4905-L4 VALVE BOX (SEE DETAIL) TYL.ER/UNION PART f••L� 2 2 RESILIENT SEAT 112T-147510 6' GATE VALVE ;a NON -RISING STEM n n FORD CURB STOP FINISHED GRADE SEE NOTE J2 TRACE WIRE _ -- UNDISTURBED CONDUIT 6` C-900 P.V.C. PIP SOIL UNDISTURBED 1 ROCK (MIN) CY OF PEA SOIL 1" POLYETHYLENE c SERVICE LINE/� � 6" MJ ANCHOR TEE NOTES 1. HYDRANT SHALL BE INSTALLED PLUMB &TRUE. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED. NO 2. HYDRANT SHALL BE PAINTED CARNIVAL RED 8. BLUE LOCATOIP SHALL BE PLACED IN CENTER OF TRAVEL FROM FACTORY. LANE CLOSEST TO HYDRANT. CORPORATION STOP 1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER - - - VALVES AND GREEN RPM FOR WASTEWATER VALVES c - - PAVEMENT EDGE. / / 3. HEEL TO REST IN UNDISTURBED SOIL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED 4. THE ONLY HYDRANTS ACCEPTABLE ARE: CARNIVAL RED. FORD F1102 OR APPROVED EQUAL INSTALL R.P.M. ON THE FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED PAD OF 5 Y" WEIGHTED LOCATEWIRE KENNEDY GUARDIAN, MUELLER CENTURION, 10. LOTE WIRE SHALL TERMINATE AT HYDRANT & AMERICAN AVK, CLOW OR APPROVED EQUAL. ISOLATION VALVE STAINLESS STEEL DOUBLE STRAP AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC VALVE BOX LID & O VALVE WIRE IN 1/2" PVC INSIDE THE VALVE BOX w O 5. HYDRANT ASSEMBLY MUST BE RESTRAINED 11. HYDRANTS SMALL BE NO MORE THAN FIFTEEN FEET TO TEE. (15 FT) FROM THE CURB OF ROADWAYS OR FROM THE SERVICE SADDLE WITH I.P.T.. .P.T SEVEN INCHES V BELOW GRADE. VALVE MARKER INFO: 6. ALL FITTINGS SHALL BE MECHANICAL JOINT. EDGE OF PAVEMENT. CLEARANCES OF SEVEN AND ONE HALF FEET (7W7-61N) IN FRONT OF AND TO THE SIDES BACTERIOLOGICAL SAMPLING POINT (� WATER MAIN SIZE 3. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX /S NOT TYPE OF VALVE MANUFACTURED FOR THAT DEPTH. NO PVC RISERS ��,E THE FIRE HYDRANTS, WITH FOUR FOOT 4 ( (N. T. S.) SHALL BE USED IN ANY CIRCUMSTANCES. LIT OF TURNS CLEARANCE 7T1 THE REAR OF HYDRANTS SHALL BE BE MAINTAINED. TYPICAL FIRE HYDRANT ASSEMBLY NOTE: TYPICAL BATE VALVE & VALVE BOX DETAIL (N.T.S.) AFTER TESTING REMOVE 1" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. N.T.S. PIFr TYPICAL GATE VALVE & PjE MECHANICAL JOINT RESTRAINT M-4 DATE REN5TON: BN APPD: WATER ASTEWAIER ENGINEERING Pj TYPICAL FIRE HYDRANT ASSEMBLY �S�L`� � Irl/-5 �4i Pj�BACTERIOLOG/CALF SAMPLING PONIT W-6 �"`IC') VALUE Bar DETAIL M-6 ,CCO •� MTE RE915IDN: A D: WAT R ASTEWATER ENGINEERING l�, DESIGNED: COMPUTER FllE I'Ar JMI M6C DEINLS z00B02.ONC v DRAWN er scue FT. PIERCE UnL/TlES AUTHORITY DATE.' REVISION: BY.' APPD: WATER/WASTEWATER ENGINE INC DESIGNED: COMPUTER FILE Jtc wATEROETNLOMD DRAWN BY: SCALE FT. PIERCE UTLITIES AUTHORITY DATE REVISION: BY.' APPD: WATER ASS WATER ENGINEERING D VIED: COIN tE AIL FT. PIERCE UnL nES AUTHORITY DESIGNED: COIN R FILE JLC C DETNIS 200802.OWR FT. PIERCE UTILITIES AUTHORITY scue SEE ,4M1 .T.S A A.MU.' DA E: SHEE APPROVED: DRAWN BY. SCALE SLL T.S A APPROVED: DATE: SHEET JLC 20I0 , OF , A DATE SH- JLC "T0 I DF I py PROVED: VAIE� SHEET J C 20f0 OF f Or , DETAIL SHEET OMECHANICAL JOINT RESTRAINT NOTES O TYPICAL FIRE HYDRANT ASSEMBLY BACTERIOLOGICAL SAMPLING POINT O O TYPICAL GATE VALVE AND BOX DETAIL Project # NTS NTS NTS NTS SB15-004 THESE PLANS AND ALL PROPOSED WON( Date Sheet ARE SUBJECT TO ANY CORRECTION$ `REQUIRED BY FIELD INSPECTORS THAT 09/19/2016 MAY BE NECESSARY IN OUR TO ��•COMPLY WITH ALL APPLICABLE CODES. L.T.S AHED MAXIMUM TRENCH WIDTH DE 2 x PIPE DEPTH + W �-- PLACE AND COMPACT _ PER SPECIFICATION o $� rM1j'P:EMAX WIDT11+ H1N.%�g X. MAX % INVERT 112 PIPE •'0,0." HAND PLACED SELECT MATERIAL NOTES•' LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) INITIAL BACKFILL SHALL BE HAND PLACED TO 12' ABOVE THE PIPE. a4CKF7LL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 1OOX OF MAX DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH DETAIL N.T.S. ^, A TYPICAL TRENCH DETAILS M-1 MATE WAT RENGINEERIfG FT. PIERCE UTILITIES AUTHORITY mm RENSION: f APPD: DESIGN®: COAIPUiE flLE DRAWN BY.' SG4E T.S. MPROV£D: INC WT£: 2010 SHEET f OF f 24' FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (RVC) SHALL CONFORM TO AWWA C-900 OR C-905, PRESSURE CLASS 150, OR (18). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PEJ408, PIPE CLASS 200, DIMENSION RATIO (DR) 17 FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SMALL CONFORM TO ANSI/AWWA C151/A21.51 AND SHALL BE PRESSURE CLASS 250 (MINIMUM). 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE 5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C-110/A21.10, CLASS 250 MIN., CEMENT LINED AND FACTORY COATED 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNOY KEN -SEAL, AMERICAN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. 7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFED DENSITY TEST; AS REQUIRED BY FPUA ENGINEERING AND THE CITY, COUNTY, FDOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONS7RUC770N. 10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO dDMMENCEMENT OF CONSTRUCTION. 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCODANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHALL BE J6 INCHES EXCEPT AS APPRI*ED BY THE UTILITIES ENGINEER AND CITY/ COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 39 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING. 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY '.. THE CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. A WATER DISTRIBUTION G- 1 NOTES DATE I ASTSION I BY I APPD; WATERIWASTEWATER ENGINEERING DESIGNED: COMPUTER FlfE °ET'V 2. We FT PIERCE U77LI77ES AUTHORITY DRAWN BY Aw 4IG11.E• N.T.S. APPROVED: JLC DATE: 2010 SHEET 1 OF 2 / FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2, GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM 0-3034. 3, THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL U77LIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSIS177NG OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. Z MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE-CONSTRUC77ON CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITY/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL N071FY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMEENCNNG CONSTRUCTION. 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR-18. 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR. 15. FITTINGS SHALL BE DUCTILE IRON, CONFORMING TO ANSI/AWWA C-11OIA21.10 CLASS 250 MIN. AND INTERIOR EPDXY COATED. 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED "SEWER' ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS. iZ MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTILITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY JM CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. 3.00' I VALVE MARKER- I R/W 14 I� n u, u u. "n ---7- -?u- �4 !I n u •`L -_- -_i3 ___D' -PLAN R/W GREEN R.P.M. FINISHED GRADE 3M BALL 18 MARKER 2'PVC BALL CHECK VALVE 1r2_ E TUBING 2.00' 2" STAINLESS STEEL NIPPLE SECTION NOTES: 1. FORCE MAIN CONNECTION SHALL CONSIST OF A 2' TAPPING SADDLE, 2' STAINLESS STEEL NIPPLE AND 2" THREADED RESILIENT SEAT GATE VALVE 2. GREEN 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE. 3. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE. 4. MINIMUM COVER IN UNPAVED AREAS S14ALL BE 30", IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN. COVER SHALL BE 36". P GRINDER STATION CONNECTION S-16 `� � 04TE ENS BY' AP WATER ASTEWATER ENGINE RING IGNEO: COMPIRER FILE ORAwN Or. sGu.E: FT. PIERCE UTILITIES AUTHORITY SPI N.1:S. SCAIf A APPROVED: MiE: SHEET JLC 10f0 I OE I OTYPICAL TRENCH DETAIL O2 WATER DISTRIBUTION NOTES WASTEWATER DISTRIBUTION NOTES O LIFT STATION CONNECTION NTS NTS NTS NTS 30" -j SIGMA TRAFFIC TYPE METER BOX MB-391 (24 1/4 x 13 5/8) BLUE R.P.M. FINISHED GRADE WIRE NUT 2" LOCKABLE CURB STOP 2" 90' BENDS r2' POLYETHYLENE TUBING SECTION MJ TAP CAP NOT L CAP SHALL BE RESTRAINED PER MANUFACTURER'S RECOMMENDATIONS AND FPUA. REQUIREMENTS. 2. BLUE RPM FOR BLOWOFF ASSEMBLY 3. CONCRETE SLAB TO BE 3000 PSI WITH 6" X 6" WIRE MESH. MANUAL BLOWOFF ASSEMBLY (N.T.S.) MANUAL BLOWOFF ASSEMBLY W-7 DATE: R I BY. APPD: WATERIWASTEWATER ENGINEE G F~ DESIGNED: CONPUi£R IH£ DEl LS FT. PIERCE UTILITIES AUTHORITY � DRAWN 6Y' SEAL su. T.s A APPROVED: DATE SHEET JLC 2010 1 OF f \ ( BLOW -OFF ASSEMBLY N TC FINISHED GRADE r SEE NOTE 1 2'-0"MIN.,.J RAMNECK GASKET OR APPROVED EQUAL „c„ SEE MANHOLE SCHD. NOTES: 3/8' GROUT ON INSIDE & OUTSIDE OF PRECAST RINGS SEE N07E 2 2 LAYERS OF COAL TAR EPDXY OR APPROVED EQUAL •g • PACK WITH NON -SHRINKING GROUT M.H. COUPLING FOR FIELD INSTALLATON NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL SHALL BE USED FOR PRECAST MANHOLES PIPE DIA. A" "B" "C BOT. SLAB 'T" 8'-24' 4'-0" 8" 711 8' 30"-36" 5'-O" 8" 88" 10" 42"-48' 6'-0" 8" 100' 12" TYPICAL MANHOLE DIMENSIONS 1) MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2) ALL CONCRETE MANHOLES TO BE 4000 P.S.I. Td MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TYPE ll ACID RESISTANT. REINFORCING AREA OF 0.02 $0. IN/FT FOR WALL SECTION MIN. TO MEET OR EXCEED ASTM A 18f. 3) A MAXIMUM OF 2 LAYERS OF PRECAST CONCR+E RINGS, IF REQUIRED. 4) RAIN GUARDS SHALL BE INSTALLED IN il THAT HAVE GRAVITY MAINS 12" OR LESS. SHALLOW (MANHOLE DEPTH OF LESS THAN 5'-0" (N.T.S.) PRECAST MANHOLE DEPTH OF S-6 LESS TNAN 51- 01 ~A� T£ REVISION:I BY: I APPD: WATER WASTEWA ER ENGINEERING ; IGN OM FlI£ 'igaJlfry,(•v�sr F7. PIERCE UnunES AUTHORITY DRAWN BY.' SCALE SPI TM A APPROVED: DATE.' J!0 2010 1 OF I ' O PRE -CAST MANHOLE NTS THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY COPAECTIONS 'REQUIRED BY FIELD INSPECTORS TRA71 '. WAY BE NECESSARY IN ORM TO COMPLY WITH ALL A,PIPMABLE, CODES. I i'` o `� Stephens- Barrios rzI ,'ijw',I_ Recall Brokerage OevelopmenL Cidl Engineering w U. T 6 Q0 +NOW O �w C) U cl DETAIL SHEET Project # SB15-004 Date Sheet 09/19/2016 Scale C463 N.T.S Qv _ 3 -. 3 --- --------------------------- G SCALE ° __ _.._ QV ---- Lp ---� _.._. _. _..-.._... 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Registration -LA 6667308 r:r n ✓rY✓Y4'r l r'W-1 v o.•i r:.vzc;�. .. v'rirr ✓ �. r�l V v. u LANDSCAPE PLAN Project # SB15-004 Date Sheet 09/19/2016 L Scale 1 "=20' N EDGE OF PAVEMENT OR CURB EDGE OF BEDLINE TURF NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" -12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GALA TABLETS; 30 GAL./10 TABLETS, 65 GALA5 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120- APART) MINIMUM 3" MULCH AS SPECIFIED AND 12-18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. 2"x4" X Z-6" P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX-113 SAND, 113 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS, 30 GALA TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. PRUNED AND TIED FRONDS. TWO LAYERS OF BURLAP TO PROTECT PALM TRUNK FIVE 2" x 8" x 8" P.T. WOOD BATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE 2" x 4" P.T. WOOD BRACES TOENAIL TO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH. MINIMUM 3" MULCH 6" SOIL BERM PLANTING SOIL MIX-1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOTBALL OF 12" ON ALL SIDES AND 6" ON BOTTOM, PALM PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL./ 2 TABLETS: 1 GALA TABLET, PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 3" MULCH MINIMUM - DO NOT COVER MAIN STEM SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. PLANTING SOIL MIX -1/3 SAND, 113 PEAT, 1/3TOPS0IL, CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE °�� . m ° 0 VI i 00 �� SELECTIVELY PRUNE TO MAINTAIN FORM e 0 II® � m 0 ® � PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS 30 GALA 0 TABLETS, 65 GALA 5 TABLETS, OR ONE TABLET PER EACH 112" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2" x 2"x 8' P.T.P. STAKES MINIMUM 3" MULCH AS SPECIFIED AND 12.18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIX- 1/3 SAND, 1/3 PEAT, 1/3TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. MULTI -TRUNK TREE PLANTING DETAIL NOT TO SCALE LANDSCAPE PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES, 2. ALL PLANTS SHALL BE FLORIDA FANCY, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING AND AFTER INSTALLATION. 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 6. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 3" IN DEPTH, 7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES: 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDiITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. PLANT LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS TREES MG 21 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 14'-16' HT x 5'-6' SPR. 12-1/2" DBH. SPACE AS SHOWN GUY QV 26 QUERCUS VIRGINIANA LIVE OAK 14'-16' HT x 64 SPR. / 2-1/2" DBH. SPACE AS SHOWN GUY TO 22 TAXODIUM DISTICHUM BALD CYPRESS 14'-16' HT x 5'-6' SPR. / 2.1/2" DBH. SPACE AS SHOWN GUY IAE 7 ILEX X ATTENUATA'EAGLESTON' HOLLY EAGLESTON 6' MIN. HT,1.5" DBH, SINGLE TRUNK SPACE AS SHOWN GUY SHRUBS IF 334 ILLICIUMFLORIDANUM FLORIDAANISE 24" HT. x 24" SPRD. / FULL / 3G 30"D.C. IF2 36 ILLICIUMFLORIDANUM FLORIDAANISE 36" HIT. x 30" SPRD. / FULL / 7G 301,O.C. IF3 238 ILLICIUMFLORIDANUM FLORIDAANISE 48"HT. x36"SPRD./FULL /15G 30"D.C. GROUNDCOVERS LEG 195 LIRIOPE MUSCARI "EVERGREEN GIANT" EVERGREEN GIANT LIRIOPE MIN. 6 BIBS / 18" O.A. / 1 GAL. 24" O.C. SOD SEE PLANS PASPALUM NOTATUM 'ARGENTINE' ARGENTINE BAHIA SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY. MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. TREE PROTECTION UNDISTURBED AREA SHALL BE PROVIDED BASED UPON TREE DBH. BARRIER SHALL BE ERECTED PRIOR TO ANY CONSTRUCTION IN GENERAL AREA OF TREES TO BE PROTECTED. PROHIBITED WITHIN THIS AREA: 1. PARKING OR USE OF VEHICLES, EQUIPMENT, OR MACHINERY 2. STORAGE OR DUMPING OF ANY MATERIALS OR LIQUID. 3. CONSTRUCTION, EXCAVATION, OR TRENCHING EXISTING VEGETATION REMAINING AFTER GRUBBING FOR BUILDING PADS, STRUCTURES, RIGHT OF WAY, PARKING AREAS OR SIGNIFICANT GRADE CHANGES SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS. FOR EACH TREE TO BE PRESERVED, ESTABLISH AN UNDISTURBED AREA MEASURED FROM THE CENTER OF EACH TREE. THE MINIMUM UNDISTURBED AREA IS A RADIUS OF 0.75' FOR EACH INCH OF DBH (DIAMETER AT BREAST HEIGHT, 54" HT ABOVE THE SOIL LINE). TREES OF 6" DBH OR LESS SHALL HAVE A MINIMUM UNDISTURBED RADIUS OF 5 FEET. ALSO SEE LANDSCAPE NOTES. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION IS COMPLETED. UPRIGHTS - THE EQUIVALENT OF 4 X 4 LUMBER AT T MINIMUM HEIGHT ON 5' MAX, CENTERS. HORIZONTALS - THE EQUIVALENT OF TWO COURSES OF 1/2" DIA. ROPE WITH YELLOW TAPE FLAGGING. TYPICAL TREE PROTECTION DETAIL NOT TO SCALE ST. LUCIE COUNTY LANDSCAPE CODE NOTES West and South / ROW = 5,845 sq.ft. / 300 (1 O' wide landscape strip) = 19.48 trees required Provided: 19 UA East/Adjacent Property = 2,982 sq.ft. / 200 (10' wide landscape strip) = 14.91 trees required Provided: 15 UA North/Adjacent Property = 3,277 sq.ft. / 200 (Al 0' wide landscape strip) = 16.38 trees required Provided: 16 UA Vehicular Use Area = 38,543 sq.ft. / 15 = 2,570 sq.ft. required Provided: 3,500 sq.ft. provided Vehicular Use Area = 2,570 sq.ft. required / 100 = 25.7 trees required Provided: 26 UA CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 UNDISTURBED AREA VARIES (5' MINIMUM) SUNSHINE STATE ONE CALL OF FLORIDA, INC. I THESE PLANS AND ALL PROPOSED WC+hK ARE SUBJECT TO ANY COPdiECTIQNS R1EQUIRED BY FIELD INSPECTORS THAT III BE NECESSARY IN ORDLPR TO COMPLY WITH ALL APPUCARLE CODES. TOTAL SHEETS LS1.0, LS1.1, LS2.0, AND LS2.1 J � o U Q' Q c? t (D . cn E,.1 L Q CU �: L V Z a)Q 'L +• U m ca m "2 Wv6000 ( J _N CL Q U Q NO op CD U cu'L�Ln o Q N M 1 O N c Q 2: J r� or) LAn 0 o N 0 rye m L -A`cu coo O N f0 0-m Q Uco o� ° �J� O LLCMQ�F 0 m I"Stephens- Barrios Retail Bmkemge Development Civil Engineering C7 rn W H z E U 171 0 U 0 UPW' m FWF_ W a �N .: O�Ow ..-0- tW P4 o� C t` O A O�c�tcv 6 A, DATE: 02/10/17 �p,NDSCAA IDGFFy� 666 308� m W < * n (% FOR F Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 i 'V�r�;yt'U'r23 r✓O � • , I/ rr 11 :,,..., ell . .....Ysj99i V'Vi✓v'N},' AAA .::JvYUY.:.rr F-�i IJ-I 4444 IVY LANDSCAPE DETAILS Project # SB15-004 Date Sheet 09/19/2016 p II s� Scale 1"=20' LL= Vu Vu 1-.. —.. 1� Stephens. 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F--Q " ♦ TOE IN FEET ♦ 1 inch = 20 ft. 3 F ff,, S G G E G G G 314" 314 G G G 'S G N N, G G 1i N\1' S "IN G N G fq N, V I 11 v nr�l I AR 31 " B G 31 17,A I B 3 81186 SF B "i' , B G 3/ \ V G FFE 23.50 FT G B 1B G B G B G AV 0< B A� BG l� 3" EEVE G 31, B 1 4" G G 2"SLEEVE L 2"SLEEVE A G F L 'iA 3 3/4" R F' Q z G 4, G F. , �x, B, 411 B B0 - I �1, THM: PLA 'N$ AND ALL PROpOSM WOW IG B 3/4" B ARE SUBJECT TO ANY COr�REC-InNS 114'iiii I, ,F 314" 'REQUIRED BY FIELD INSPECTORS TIIKF G B 1�"!, v 3 /1- , ��-B,, " I fil 3/4" ;! ,, I MAYBENECESSARYINOMMTO 0� I 1 12 CO2,01i"LY WITH ALL APPLfCAaLE COEf a. F F G " F G 4" G A A G 3/4 3" SLEEVE 52" 2"SLEEVE 2 SLEEVE AVENUE D A 5PHA L I' 19i�l VLF 6 Y fCO—R\vt Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 O < < E J LL- 0 L) ry (D :=tf Laz) E EL) < q-) z a) CU U�= W M 0 = c: u) .2 0) IRRIGATION PLAN s Lf ME In < ---.) < (L) a) oo CD c)-,= Ill,- > m U) LO 0 Project cu L) Q 04 1 0 N U) to cy) 0 Ln 0 SB15-004 -a EM T-- Ln C: n L-Lj cv) 08 -U.'- Date Sheet Q r'llll... 10 , - C=) N 6- 09/19/2016 cc 0- Cu I- Wo 68,0 Scale U -0'= 0 6 LS2,0 0(0 L) 1"=20' TOTAL SHEETS LL Co C) @ L81.0, LS1.1, LS2.0, AND LS2.1 0 IRRIGATION DETAILS I,INTERIOR OR EXTERIOR WALL MINIMUM CLEARANCE FOR DOOR OPENING MODEL IC-XX00-M CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE 1/2" POWER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE UA) I -CORE WALL MOUNT CONTROLLER - RISERS'BLACK' PLASTIC NOZZLE: HUNTER MP ROTATOR SERIES PLASTIC SHRUB ADAPTER: ULTRA -VIOLET PROTECTIVE PVC CLAMPS PLANT MATERIAL FINISH GRADErrOP OF MULCH UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4" ABOVE PLANT MATERIAL PVC SCH 40 ELL PVC SCH 40 STREET ELL 1/2-INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE STEEL ANGLE �g SHRUB RISER DETAIL FINISH GRADE FINISH GRADE BURY ITEM EXCAVATED MATERIAL L�j SHALL BE FINELY SCREENED WITH NO ROCKS LARGER THAN 1". G) TRENCHING DETAILS 12"/16" I13-24" COILED WIRE WATERPROOF CONNECTORS (2) 1 D TAG REMOTE CONTROL VALVE MODEL ICV-(SIZE,SEE EQUIP. SCHEDULE)G WITH FILTER SENTRY ('FS') FINISH GRADE STANDARD VALVE BOX SCH 80 T.O.E. NIPPLE MAIN LINE PIPE t FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL PLACE CONTROL WIRES UNDER MAIN UB ICV-151 OR 201 GLOBE VALVE (: PCN BUBBLER NOZZLE (2)SCH 80 NIPPLE O3 FINISH GRADE ®SCH 40 THREADED COUPLER PRO FLEX SWING JOINT: HUNTER 'PRO -FLEX' TUBING �HSBE-050 ELBOWS (2), ALSO MARLEX STREET ELBOW (I) ©LATERAL TEE OR ELL O LATERAL PIPE ® MODEL HCV-50E-50M CHECK VALVE I(C)PCN BUBBLER MODEL ET S TEM SENSOR (OPTIONAL E WIND NOT SULI KE PO T OR POLE MOUNT. MIN 6ft. ABOVE TURF, MR115ft ARWEA FROM C�NDUIT FRSO ET SYSTEM SENSOR TO SYSTEM MODULE MODEL ET S MOUNT LESS FROM CONTR COMPATIBLE TEM MODULE HAN G' AWAY SRC, PRO-C, I -CORE, ACC COMMUNICATI N WIRE FROM SENSO TO MODULE POWER SOURC (F) HUNTER ET SYSTEM I I 24" CONCRETE SLAB WIRE - SLEEVE 24" 4„ PIPE 4„ 4„ SLEEVE? 4„ 24V WIRE PIPE & WIRE SLEEVING QN TES. 1. BEDDING SHALL BE PLACED AND LEVELED PRIOR TO INSTALLATION OF BURY ITEM. 2. BACKFILL SHALL BE PLACED IN MAXIMUM 6" LIFTS. !' 3. SLEEVE ALL PIPE AND WIRE SEPARATELY. SLEEVE 2 X DIA. OF PIPE (MIN 2"). ONE PIPE PER SLEEVE. SLEEVES TO BE PRIMED AND SOLVENT WELDED. FINAL 4. ALL PIPE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS WITH PIPE LABELING BACKFILL FACING UP FOR INSPECTION PURPOSES. PROVIDE A MINIMUM OF 2" CLEARANCE TO '! SIDE OF TRENCH AND BETWEEN PIPES. 5. ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 6. TAPE AND BUNDLE IRRIGATION CONTROL WIRES EVERY 10'. PROVIDE LOOSE 20" LOOP - AT ALL CHANGES OF DIRECTION OVER 30% COVER 7. ALL REMOTE CONTROL VALVE WIRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE INSTALLED IN A MINIMUM 2" SCHEDULE 40 GREY ELECTRICAL CONDUIT OR AS APPROVED. BEDDING B. "NON -POTABLE" WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12" ABOVE THE PIPE. 9. INSTALL ONE ADDITIONAL SLEEVE SIZED TO MATCH THE LARGEST REQUIRED SLEEVE WITH ENDS TAPED FOR FUTURE USE. ;. BEDDING AND COVER 10. SLEEVES TO EXTEND A MINIMUM OF 12" PAST HARDSCAPE PLANTERS, CURBS, MATERIAL SHALL BE SIDEWALKS, ETC. SLEEVES TO BE STAGGERED/OFFSET SO THAT SLEEVE USE IS NOT TOPSOIL WITH NO OBSTRUCTED BY OTHER PIPES. ROCKS. 11. WHERE PRESSURE SUPPLY PIPING IS INSTALLED WITHOUT CONTROL WIRING, A 14 GA. TRACKING WIRE SHALL BE INSTALLED. D) HEAD DETAIL SPRAY NOZZLE CHART SYM NOZZLE NOZZLE PATTERN GPM A MAROON 90' ADJUSTABLE ARC .19 B MAROON 180" ADJUSTABLE ARC .37 MP1000 C LT. BLUE 210' ADJUSTABLE ARC .43 8'-15'radius D LT. BLUE 270" ADJUSTABLE ARC .57 E OLIVE 360' ARC .75 F BLACK 90" ADJUSTABLE ARC .40 MP2000 G BLACK 180" ADJUSTABLE ARC .74 13'-21'radius H GREEN 210" ADJUSTABLE ARC .86 1 GREEN 270' ADJUSTABLE ARC 1.10 J RED 360" ARC 1.47 K BLUE 90" ADJUSTABLE ARC .86 MP3000 L BLUE 180" ADJUSTABLE ARC 1.82 22'-30'radius M YELLOW 210" ADJUSTABLE ARC 2.12 N YELLOW 270" ADJUSTABLE ARC 2.73 O GRAY 360" ARC 3.64 P TURQOUISE 45°-105° ADJUSTABLE ARC .45 STRIPS 8 0 IVORY 5'x15' LEFT STRIP .22 CORNERS R COPPER 5'x15' RIGHT STRIP .22 S BROWN 5'x30' SIDE STRIP .44 T PCN10 1.00 GPM FLOOD BUBBLER 1.00 BUBBLERS AND U PCN50 .50 GPM FLOOD BUBBLER .50 MICRO- V SR-2Q 90" 2' RADIUS .11 SPRAYS w SR-2H 180' 2' RADIUS .16 X MS-F 360" 5' RADIUS .50 IRRIGATION NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. FINISH GRADEITOP OF MULCH 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY LOCATE HEADS 6" FROM WALKS PIPE. OR CURBS SPRINKLER BODY ASSEMBLY 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. SEE NOZZLE CHART 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED BLACK. PVC STREET ELL 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA -VIOLET LIGHT PROTECTED P.V.C. CLAMPS. FLEX /2" ON SPRAY LENGTH: USE 1/2" ON SPRAY HEADS g ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT. ) 9) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL PVC SCH 40 TEE OR ELL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. STREET ELL 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. PVC LATERAL PIPE 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. 13) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) CONTRACTOR TO USE MIN, OF 12 GAUGE WIRE FOR ALL COMMON WIRES AND 14 GAUGE WIRE FOR ALL CONTROL WIRES. CONTRACTOR ALSO TO PROVIDE 3 SPARE CONTROL WIRES FOR ANY FUTURE USE. 17) CONCRETE THRUST BLOCKS ARE TO BE UTULIZED AT ALL MAINLINE DIRECTION CHANGES. 18) ALL IRRIGATION SHOWN ON PLANS IS SCHEMATIC AND DOES NOT REFLECT ALL FITTINGS AND APPURTENANCES WHICH SHALL BE INCLUDED TO PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENT OVERLAP. EQUIPMENT LIST SYMBOL DESCRIPTION QUANTITY O 6" POP-UP SPRAY - HUNTER INDUSTRIES MPR40 WIMP2000 NOZZELS 116 12" POP-UP SPRAY - HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 0 0 SPRAY ON RISER - HUNTER INDUSTRIES INST-00-CV-MP2000 115 HUNTER INDUSTRIES - 4" POP-UP PGP ROTORS- PART RADIUS 30 ® HUNTER INDUSTRIES -4" POP-UP PGP ROTORS- FULL RADIUS 0 HUNTER 'ICV SERIES ELECTRIC VALVE WITH 3 ACCU-SET PRESSURE REGULATOR 1.5" HUNTER 'ICV SERIES ELECTRIC VALVE WITH 2 ACCU-SET PRESSURE REGULATOR 1" HUNTER ACC 8 STATION CONTROLLER, 120VOLT 1 © INSTALL WITH A RAIN SENSOR AND BY-PASS BOX. GROUND WITH AN 8' COPPER CLAD ROD, © 1.5" IRRIGATION METER TO PROVIDE 60 GPM AT 40 PSI 1 H 1.5" DOUBLE CHECK VALVE BACKFLOW PREVENTOR 0 LATERAL LINE SIZE PER PLAN SEE PLAN ------ -' ASSUMED LOCATION OF EXISTING 1 1/4" MAINLINE CLASS 200 P.V.C. SIZE PER SEE PLAN PREVIOUSLY APPROVED IRRIGATION PLAN FOR PREVIOUS DEVELOPMENT CONTRACTOR TO FIELD VERIFY SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24" SEE PLAN (ALL 3" SLEEVES FOR MAINLINE TO HAVE ACCOMPANYING 2" SLEEVE FOR WIRES) THESE PLr^4tNS AND ALL PROPOSCD tRdOm AIE SUBJECT TO ANY CORRECTICN5 REOUIRED BY FIELD 114SPECTORS TOA"i MAY BE N[CESSA3Y IN ORDER TO CC;.":PLY WITH ALL APPLICABLE CC)UfS. TOTAL SHEETS LS1.0, LS1.1, LS2.0, AND LS2.1 Q 0 nUn,, L U)� 0) U�� QU) CU D • U TCD U/) 00 (U :2 W V� (6 o (niO oti ^ LL QJ � LL � toit Q QOCfl Ur^ M'L I-- L VJ in� cco O N � ti Qom !_ J BLOC M o v (� L J(0 LL O N O C V U `o 0 Q0 = O LL Co Q O i.: Stephens. Barrios - Retail Brokerage Development Civil Engineering A IE22 C7 rn W Etiti r-) O Z O W 93 U U .� >.,, F y. E A O>ow 4J it 07 CV2 O A O � N C\2 z ��HIt DATE: 02/10/17 �pSCAPF / yyC,ti d <U Oa SSOF * FLO�X�P Jason P. Bridgewater Registered Landscape Architect FL. 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AL 22.00 , 1 3.2 5.3 7.5 7.0 .3, 5.3 .1 5.3 8.1 14.2 .2 AL 0.3 0.8 1.9 3.7 7.6 13. 15.7 12.6 6.6 3. 1.4 2.7 5.3 12.2 3. .9 1 0.,6.3 7.8 8.6 9.2 .9 6Z 0.6 1.5 3.2 6.5 10.3 11.8 10.2 6.1 3.2 1.8 1.1 0.8 0.7 0.9 1 1.6 2.2 3.6 8. .9 6.0 ° 4.8 4.9 5.2 4.0 .5 b.4 0.9 2.2 4.5 6.8 7.3 6.2 3.9 2.3 1.4 1.2 1.1 1.4 2.0 30 3.3 2.3 1 3.1 3.0 2.3 1.5 0.8 Q„6 1.4 2.9 4. 4.4 3.8 2.5 1.3 1.5 - 2.0 2.7: �.8 , 1 10. 4 2.4 1.6 0.9 0.6 0.4 Al,t . • ' 9 1.7 \\12.2.1 1.6 1.31.6.5 3.5 4.45.8 1C11A, 9 4. 2.4 1.0 0.6 0.6 0.8O� FAMILY DOLLAR >0.8 1.3 1.3 1.7 2.6 6.2 8. 3 15.7 4. 1.3 0.8 1.0 1.7 2.7 `� 89186 SF 9� '"10.4 11 30 1.® ■ .3 3.3 1. 1.1 1.7 2.7 4.7 0. 1.3 2.2 3.7 65 AL F F E. 23.50 FT ' 2 2 1. 2.1 3.5 6.4 10. 0.4 0.7 1. 2.3 4.0 7.3 13. .0, 3. 1 AL 3.3 2� 3.5 5.9 11.4 1 �/ ' / 0.7 1.2 2. 3.6 6.8 11.9 12. 11.0 /8 ® AL f 0 O.H 6.6 7.5 6.8 55 6.3 1 �3 3:� 2.0 2.1 1 5.6 ®8.8 9.7 0.9 1.6\72. 2 3.7 0,' 3.3 4:9 1 7 .4 3. Z� . 4.6 2.9 1.8 1.6 2. 1.0 13 2.1 6 1.7 2.7 4.9 4 8" 7.9xi 6.1 4.6 3.2 1,9 1.3 .4 2.3 3 3.6 3.3 2.5 5 °. / 12 1.1 1 0 1.1 1.7 3.0 4.7 4 9 6:Q 6.5 6.8 6.1 4.6 2.7 1.4 1. 1.7 2.3 8 2.8 2.3 1.9 6 i/ `0.6 0.6 .6 I.9 8.19 1.5 5.5 � � �' ffi '� � 6. 5.8 ' 6.3 8.7 9,8 9.4 6.9 3.8 2.1 \T, 1.5 2.1 2.8 3.5 3.7 3.4 2.8 Q.3 0.5 3 2.6 4.8 7.8 12y1 11 13 n 4�7 6.2\, 8.5 14.1 16.5 15.1 '1,0.7 5i3 2 1.7 1.5 2.3 3.4 4.7 6.4 6.4 4.3 3.1 1.9 1 O GENERAL �� 41 2 .5 4.7 7.7 12.0 15 .7 6. 4.5\ 5.8 9.6 15.6 2 . 1. 11.5 3.2 L9 1.7 2.5 4.4 7.3 10. 10.5 7.1 4.3 3 Ir- @ AL �- � o \\. A �'� �'Q. ]v J/ ��' i .. PHOTOMETRIC V AL 0 / ; 0 21 3,8 5.9 9 4 6. 4.1 4.4 8.9 14.3 19 A 8.2 9. 5.3 3.2 1.9 1.6 2.6 5.0 9.4 1 9 9.6 5.1 2 4 SCHEDULE �; ,- , .; ;' r- AL �� \ �' �< � 001' 1.3 2.2 .9 5.4 4.9 3.8 2.8 2.7 6.2 9.4 10 9.4 7.7 4.3 2.6 1.7 1.6 2.5 4.6 7.9 11.7 1 .2 8.4 4.7 2.4 AVERAGE 4.63 �'�� '/i , N FOOTCANDLES V � ��` ��' �,�\ ��/� 1 .6 2.5 2.9 2.9 2.5 1.8 1.5 3.5 4.7 5.2 4.7 4.0 2.5 1.6 1.3 1.4 2.1 3.4 5.0 7 7 5.3 3.6 2.0 O MAXIMUM 23.4 �' � /® O FOOTCANDLES �� , `,, `S6> `� a MINIMUM FOOTCANDLES 0.1 J✓/,' 1.2 0.9 1.9 2.5 2.8 2.8 2.3 1.4 0.9 0.8, 1.0 2 3.4 2.5 1.4 MINIMUM TO MAXIMUM 0:01 \`,. \ /0.8 0.8 0.8 f.7 0.5 l 1.0 1.3 1.5 1.5 1.3 ( 0.9 0.6 0.5 0.7 1.0 1.5 1.8 1. 19 1.8 1.5 9 I / r FC RATIO �5 MAXIMUM TO `MINIMUM 169.66 ` �� '� l 0.6 0.8 0. �i� �> ' �� 9 0. 8 0 9 0 8 5 FC RATIO'' r� r > ✓ F � AVERAGE TO MINIMUM FC RA110 33.55 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL VOLTS QUANTITY AL 0 0 `'--L (1) 209W 3030-2D-4070-Ppp AL150W27V50KDT3 ELECTRONIC POLE N - AL150 120V 1P 2W 16 Wp (1) 74W PH1205 5070, WP170W27V50KD NEL-WP170 ELECTRONIC WALL N -WP170 120V 1P 2W 9 X1 (1) 18 ZY-T8-18W1200 BIXX ELECTRONIC CEILING JA GFfUP 4ES INDUSTRY CO LTD 120V 1P 2W 6 NOTES: 1. READINGS ARE SHOWN IN UNITS OF MAINTAINED FOOTCANDLES. 2. TOTAL LIGHT LOSS FACTOR (LLF) = 0.95 LLF FOR LED 3. TEST PLANE = 0' AFF 4. AL FIXTURE MOUNTING HEIGHT = 24'-0" AFF FOR POLE -MOUNT (4 FT BASE AND 20 POLE) 5. WP FIXTURE MOUNTING HEIGHT = 14'-2" AFF FOR WALL MOUNT ON FRONT AND SIDES, 11'-6" ON REAR ELEVATION 6. X1 FIXTURE MOUNTING HEIGHT = 10'-0" AFF FOR CANOPY CEILING MOUNT 7. THIS PHOTOMETRIC LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA. ANY DEVIATION FROM STATED PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. 8. THESE .LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE FOR ENGINEERING ANALYSIS OF [IGHTING SYSTEM SUITABILITY AND SAFETY. AVENUE D GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 Pt. RECEIVED SEP 2 6 2017 PERM1171NG St. Lucie County, FL CALL 48 HOURS BEFORE YOU DIG It's the Law! 1=800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. )Stephens- Barrios \\1 I --- Retail Brg arage.0eveloM Mt Civil Engineering W Ln �• ,.. .N�.,� o ` -Z• w o i0 ti z CO W U BA12RIOS ENGe108 EKING. LLC. 605 DELANEY AVE ORLANDO, FL 32801 407-286-2610 ?40 SITE LIGHTING PLAN Project # SB15-004 Date Sheet 09/19/2016 Scale SLIM 1 =20' LEGAL DESI~R/PTION.' PARENT TRACT PER ORB 3019, PG 944: A PORTION OF LAND LYLNG IN THE NOPTH HALF OF THE NORTHWEST QUARTER OF SECT/ON 8, TOWNSHIP 35 SOUTH, RANGE 40 EAST Sr LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY IESCRISEO AS FOLLOWS., COMMENCING AT TIIE END OF SURVEY 7ASE LINE STATION 135 + 71,38 FOR S.R. 607A (ANGLE ROAD) AT THE NORTH LINE OF SAID SEr,T/ON 8; THENCE AL ///��INSPS / A /\ /DT/T / ES / / (�`JI E� /ALONG UT NOR1Fl OF SAID SECTION ;] SOUTH 8T OF W" EAST TO THE EAST RIGHT O4 WAY EE S.R. NCE' FOR 68.44 FEET, THENCE ALONG SAID EAST RIGHT OFT / IL \V/ l l L U l�,`/ V (/�/WAY, SOUTH 43'O11D9" WEST TO THE : 7UTH RIGHT OF WAY LINE OF AVENUE E' FOR 47.91 PEEP THENCE PARAfLEL WITH THE NORTH UNE OF SAID SECTION 8, l /�{I SEE DETAIL BELOW FOR SOUTH 89'5703" FAST FOR 897.0 FE!' TO THE POINT OF BEGINNING; THENCE, FROM THE POINT OF BEGINNING,�SCONTINUING TIN I G SO DO 1223'OWESTSTOTO 7HE NORTH EAST LINE OF THE WEST HALF OF SAT, SECTION 8 FOR 659.74 FEET; THENCE ALONG THE EAST LINE OF THE {{yyi� POINT OF COMMENCEMENT RIGHT OF WAY OF AVENUE D' FOR 59 :33 FEET; THENCE ALONG S41D NORTH RIGHT OF WAY, NOR7H 895733" WEST TO THE EAST RIGHT OF WAY OF S.R. NO. 607A FOR 999.69 FEET • THENCE ALONG THE EAST RIGHT OF WAY OF S.R. 607A, NON -RADIAL CURVE CONCAVE 10 THE SOUTHWEST, HAVING A RADIUS OF 192Z08 FEET AN ARC LENGTH OF 75.90 FEET :A CENTRAL ANGLE OF 02'1523, A CHORD BEARING OF NORTH-4P5327" WEST AND A CHORD DISTANCE OF 75.89 FEET TO A TANGENT LINE; THENCE NORTH 430109" WEST FOR 34B.33 FEET,• THENCE PARALLEL WITH THE NORTH LINE OF SAID SECTION 8, SOUTH 89'5703" EAST FOR 628.47 FEET- THENCE NORTH 00-22'17" EAST T SAID SECTION LINE FOR 285.56 FEET TO THE PLACE AND POINT OF BEGINNING. GRAPHIC SCALE CORRECTIVE PARENT TRACT.,M TZGER ROA (A VENUE 'E� A PARCEL OF LAND LYING IN THE N 1/2 OF THE NW 1/4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 40 EAST ST.. LUCIE COUNTY, FLORIDA. BEING MORE W so a zs so 0o zoo \ PARTICULARLY DESCRIBED AS FOLLOWS. F/ AF Nrabvr a DIRT A7E7tR DIRT DIRT DIRT DIRT WA7ER METF 1FA AIE7FB RPP A. NPP DR/ 17 R/ WATER METER E3 DRA£ WATER HEIFER O OR/LE OR/1£ 0 \ A�AF ry R A COMMENCE AT THE END OF SURVEY BASE LINE STATION 135 + 71.38 FOR STATE ROAD 607A (ANGLE ROAD), AS RECORDED IN PLAT BOOK 22 PAGE 4 OF THE + RPP ANOYM - PUBLIC RECORDS OF ST.. LUCIE COUNTY, FLORIDA, AT THE NORTH LINE OF SAID SECT/ON 8• THENCE ALONG T1+ NORTH LINE OF SAID SECT/ON B, SOUTH M1 ,� 0$ a'3 ,$ 5'` t' 3M1 3 h 5 µpp ., 11' b5 ry� { IN FEET ) B9'5703" EAST TO THE EAST RIGHT OF WAY OF STATE ROAD 607A FOR 68.44 FEET, THENCE ALONG SAID EAST RIGHT OF WAY, SOUTH 43'O7 09" EAST TO THE ,q' 0. +9 +4 . q +9 • q ,q ' 4 ' 00 1 inch - 50 ft. SOUTH RIGHT OF WAY LINE OF AVENUE E' FOR 47.91 FEET THENCE PARALLEL WITH THE NORTH LINE OF SAID SECTION 8, SOUTH 89'5763" EAST FOR 897.0 b b� FEET TO THE POINT OF BEGINNING, • THENCE, FROM THE POINT OF BEGINNING, CONTINUING SOUTH 895703" EA.SIT TO THE EAST LINE OF THE WEST HALF OF SAID , SECTION 8 FOR 610.24 FEET THENCE ALONG THE EAST LINE OF THE WEST HALF SOUTH 00'1223 WEST 7-07T i NORTH RIGHT OF WAY OF AVENUE D' FOR +q'. m ,q' m q' N R7Tf LINE OF S@0770N 8 I 596.34 FEET,' THENCE NORTH 89'5733" WEST, ALONG SAID NORTH RIGHT OF WAY LINE, FOR 953. 13 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF _ - ANGLE ROAD, SAID POINT ALSO BEING ON THE ARC Of A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST TO CH A RADIAL LINE BEARS SOUTH 50'3027" 9• - 99. , MP n N WEST, HAVING A RADIUS OF >960.OB FEET, AN ARC LENGTH OF 120.65 FEET, A CENTRAL ANGLE OF 03'31'36'� CHORD BEARING OF NORTH 41-15:21" WEST e as 7. + B �. *, +ye AND A CHORD DISTANCE OF 120.63 FEET TO A TANGENT LINE; THENCE NORTH 4X01 09" WEST FOR 301.56 FE THENCE PARALLEL WITH THE NORTH LINE of - SAID - - 17T ` SECTION 8, SOUTH 6957'03" EAST FOR 628.47 FEET- THENCE NORTH 0022'17" EAST, FOR 285.56 FEET THE PLACE AND POINT OF BEGINNING. m m w +• R \49.5'(M) NOT ND(Da9cJSET IE(B//NUS UNXNO T u t 1 I FAMILY DOLLAR STORE' / A PARCEL OF LAND LYING IN THE N 1/2 OF THE NW 1/4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 40 FA ST. LUCIE COUNTY, F'I.ORIDA. BEING MORE - - - _ 21 PARTICULARLY DESCRIBED AS FOLLOWS.,M1f r / COMMENCE AT THE END OF SURVEY BASE LINE STATION 135 + 71.38 FOR STATE ROAD 607A (ANGLE ROAD), A RECORDED /N PLAT BOOK 22 PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ON THE NORTH LINE OF SAID SECTION 8,• ]HEN5. CE 8957' E, FOR 68.44 FEET,' THENCE S.48'O1 09 E, ALONG THE NORTHERLY EXTENSION OF THE EASTERLY RIGHT OF WAY LINE OF ANGLE ROAD & THE EASTERLY R/ T OF WAY LINE OF ANGLE ROAD FOR 438.79 I I POINT OF BEG/N G (PARENT TRACT) I FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL, THENCE CON77NUE S89'57 03 E F 34200 FEET THENCE S.43'O7 09'E, FOR I I FOUND 5/B' IRON ROD h CAP wEN "is) (a+2•4 a17E) 273.61 FEET' THENCE S.00'022W. 7"FOR 111.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF NUE D" THENCE N.895733'W., ALONG SAID ` I 19,50' } 50' NORTH RIGHT OF WAY LINE FOR 243.31 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE CONCAVE 7HE UTHWEST NTRATO WHICH A RADIAL LINE BEARS I I S.50'3027`W, TO THE CENTER OF SAID CURVE, HAVING FOR l7S ELEMENT A RADIUS OF 1960.08 FEET AND A L ANGLE OF 3'3136'; THENCE j $I j d j $ i °e °$ 5 ; °'i• 'l ,'1 I I y`+ NORTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 120.65 FEET T A POINT OF TANGENC THENCE N.43'O7 09'W, A DISTANCE OF 301.56 TO THE POINT OF BEGINNING. I I I I FAMILY DOLLAR SITE, LESS THE PROPOSED RIGHT OF WAY TAKING.' I I a A PARCEL OF LAND LYING /N THE N 1/2 OF THE NW 1/4 OF SEC77ON 8 TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 I I I I COMMENCE AT THE END OF SURVEY BASE LINE STA77ON I35 + 71.38 FOR STATE ROAD 607A (ANGLE ROAD) A RECORDED IN PLAT BOOK 22 PAGE 4 OF THE d j PUBLIC RECORDS OF Sr LUCIE COUNTEXY, FLORIDA, ON THE NORTH LINE OF SAID SECTION 8; 7HENCE S89.57' E, FOR 68.44 FEET )HENCE S43'O7 09E, M1°' y k° ,4' ,q' 4' +°' F 9 M1+' 99, M1° �' 0 M1 )M1y + + + + + + + + + + `ram• ALONG THE NORTHERLY TENSION OF THE EASTERLY RIGHT OF WAY LINE OF ANGLE ROAD & THE EASTERLY RI T OF WAY LINE OF ANGLE ROAD FOR 438.79 >: + e3 FEET- THENCE S89'5703 £ FOR 25.32 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PA EL; THENCE CONTINUE S89'5703 E FOR bYI I� I r9a 316.68 FEET THENCE 5.43'0109'£, FOR 273.61 FEET; THENCE 5.00'0227'W FOR 106.00 FEET,• THENCE 9'5733 W, FOR 223.47 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE CONCAVE THE SOUTHWEST TO WHICH A RADIAL LINE BEARS S50'45'41"W., TO E CENTER OF SAID CURVE, HAVING FOR ITS I I I I I ti 4 ELEMENT A RADIUS OF 1978.58 FEET AND A CENTRAL ANGLE OF 3'46 50" THENCE NORTH ESTERL AL NG TN ARC OF SAID CURVE AN ARC DISTANCE OF I $ I I I v za1 Q•'. �, 130.56 FEET TO A POINT OF TANGENCY; THENCE N.43'0109W, A DISTANCE OF 28 7 TO Hf POl T BEGINNING. 01 M1° °y `y { o•( j +j +p •I �• d I ys 21. 10.8 7. SM1' 9A I I +M1 I o. Ri I b +7',C• 1B5B' zaB a w 21. x .5• + +ry,. +,'�. +qq• +,r� +4+• + to ++a + & M M1 � fi M1] d 01 I I '� 0° � y, 5 l � 1M1 $ ; 19 h ` +� I DIY$ �' I� PARRS lD: -212- q aM1' M1' + 'L+• + �' M1' M1' �'M1 W A[lc v2aB RUBBLE & 21Bt 7EAV RCCE DIRT PILE 1,4 2, x .5• lNT OF BEGINA G (PARCEL 1 21 �° 'I r LAT/DE7mALe R .zzn2 I j p 5• R9*5703 E 2S32' I I 21. _ PO/N7' OF BEGINNING M1 +� j A + n /� j ,v 7Gl ,q' $ SET ,/q��. I � �?Qz 24 , M1 +9 S rs p M1. 0M1°h �\ f '� 1 /r \ $ $ $ / 'L I h✓ 5 4 �O py_,@, 110 (LESS it DED7CA770N) M1 . P Tlz,\�\v` J_ \ + b U -4 � �t�. O'�, �'2��N� 21. SET SIB' IRaV RDD , - �zLN - - I +49 ,q k +9d ` 'P$ M1° ` N� M1° M1° M1, d M1 4 a M1 �M1y •'I?.: •M1' \GP (LB 501B) M1 M1M M1w �F n y _ N\(�t� M1+• n y / / -+- - - -+ L8 C ryK -BERMM1 � " M1 I P\\ \ �� tto erry I� W 3 � o m -~ sEr siB• /Rav RM + . , I N W p 2�1 / tr CAP (LB 601B) 71l .•c, ,�.r,. / PROPOSE 18.5' RIGHT OF WAY DEO1CA770N P �2r. , d 30 $ M1 i $ �� G 2l.le' D . '., a +• ,. ,• ,• a +• k• o• : 9. q. +q. q. 0• 0• `/`,1G`a o+• ro s>` � � 2 +� +M1 +� +M1 +� ��® + +� y + +M1 +'l%' +M1 'aa"as + ++ +�.+{� +M1 +M1 ` +M1 +M1 +M1 +� +M1 + M1 ary O p1�2 Iq 21. ,tz)' T" $ 1p, $ 1V 0� �(,•-,SDI � ?L7 B '1b 62• !� O+tfl a, '+ M1 / ( I l III -O � zr.3 'e• ( $ j i i i M1 d 4 ; +ti �� o` \ � a O / Y 0 0• \ 141 � 2127 J � + +M1 +'r' +fi• +M1,' +M1 M1°' +M1°' +M1°" + }M1 Cn M1+' + +,' +, + + `M1 +M1 +M1 +M1 '� +M1 M1 �M1 � O LEGEND I� ' PROPOSED FAM L Y DOLL R SI TE $ $ -1j $ ,98 PAR EL lR 2tOB-212-0001-000 3 I I rn, POMW PGLE M1,• 759 &Z AWG WMY 51E 200 I I ' _ S MANHOLE + + + L 80CA RA74% M487 27R mo /� aV/7M "� +a9 RUBBLE & DIRT PILE DIRT PILE q �...,.:^: ••. o d $ $ .11h M1 LY3fLAR, ❑® ` fL L , RUBBLE & I I ' �h � # UGNr vosr + / cA 9 $ $ $ li A 3 ✓ i w $ 4 $ $ $ $ $ $ WATER DRAT 213 a �'•' o� o� a a , + �+j' , 9 9 9 ° + I + , I �I' � f1RE HYDRANT M1 M1 M1 M1 ti`' M1• q. M1. M1. '�' ,' ,' ,' M1a M1' M1' M1' M1' 'D' ;tX + + + + + + + + + + + + + + + + + d + :,.•. ��.`,%T; zt.J 1 9}. ,B 91814.4� SO ARE ,!"EFT �. M1°' n ) f I } SPOT ELEYA710N5 DETAIL :: ' zL3 z r // 2. R08 ACRES M G LESS. + ° M1+ - N 9 aj pa Od 0A $ •P $ o °$ j +j 1i +a y q I I /Nu. EIEVA INVERT M1°' M1 M1 M1' M1,' M1 M1 M1 a I I I fL. RADIUS N + + + + + + + + + + + + `n SET AP IRON 18) \ I I I L ARC LENGTH R RADIUS EAS7ERLY RIGHT OF WAY UNE \ e CAP Zg Bae) +qd 68.44' NORTH LINE OF SECTION 8 & 2/.OB' D' �, + E . 0 DELTA B CENTRAL ANGLE „ \ '7}.x $ 0 q( { d $ CHB CHORD BEARING _S895703 E_. BASELINE OF SURVEY (PR 22, PG 4) 2L2 0= // +g q0• q0• 10 M1O• M1O j 19 M1a M10 M1° M1O• 19• ,�9� q' �M1O. M1°' M1°' M1+' M1+' M1+' ry5 . qT' 7i' 2' 1 x + + + + + F,\rC� + + + + + + + •( + + + + + + + + + + I CH CHORD DISTANCE - - - - - - \�•.-- - - - � ' ' m . / 5/B• IRaV ROD (� ,4• I (C) -CALCULATED �0 210 " x id /v & P (LB 607B) a.] o� ) I I D DEED \ A VENUE E 21.2 /a / d $ a (Y\) o od S o of 6� d I I ( ) MEASURED °' 'A• M1• M1• 'k°' M1' h' M1• M1' M1.• q+' u l LB UGEN5ED BUSINESS \ " 2a9 / + M1 + + + + + + + ® + + k lam. , $ 7A� t0 ❑ , 9 0 vv CPP CONCRETE POYkX POLE \� SOUTH R/W LINE yt 21 _ �1 ❑® ' IB I I NPP MOD PONEA POLE „ z,. oM1 trd 4 ; Of OVERHEAD ELECTRIC sT O \SG� S895703 E 8970 ...• .� x 1 / `4a M1+' M1°' M1a M1' M1 ,q' ry°' q0' ,9. .� �4• M1a ,q +4 �9• q0• M1' M1' M1 M1M1' 'C' M1' q+ M1 I'tM1• .c� / / + + + + + + + +'S + + + + + + n 2� Q 'o s' �c s (TO POINT OF BEGINNING -� \ 11'2 roe '\ + + + + + + + RCP REINFORCED CONCRETE PIPE m q+� ' P CUP NISH OC METAL aV 11 / // PROPOSED 5 RIGH OF WAY DEDICA 1\ N ; 5 • / ON ROD( FrE ANLSYf FLOOR ELEUAnav $ d { d d $ j i nvcEfi NORTH) YOE r / o o� '`' ,o O "9s, o OF PARENT TRACT) _ !B9 N ,N DLD ME7EF POLE ,< �`' • tr DAP BOt) +• PB PLAT BOOK '2/ S O O L Q ' 79, ' M1°• °• h° M1°• ,q' ,°' +9' ,9' , \9• t-BARB HIRm fENCf o ae '-�'-+ A X (,',��j, u9.- 'p O- /f + , p + , + t + N } ORA/NACE STRUCTURE fEN (1RB' NaP7H) lE o� I fENCE (.I4' N097HI PCS PAGE(S) '7 (1) PANl5 W / K wer UNDER 57RU07K GA q • ,-y 5• o A F <� ' x , 897 IN 243, 31 g7 5/B' /RaV R00 " ' D) 1BIH GUARDRAIL / ORA/NA S UCNRE w. 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NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS TO: FAMILY DOLLAR STORES OF FLORIDA, INC.; SO FORT PIERCE ANGLE OR FENCES ON OR ADJACENT TO THIS SITE. ROAD FDS, LLC.; DEAN, MEAD, EGERTON, BLOODWORTH, CAPOUANO & J.LANDS SHOWN HEREON WERE SURVEYED IN ACCORDANCE WITH FIRST AMER/CAN TITLE INSURANCE GUtFS7T-1 P.A.; FIRST AMERICAN TITLE INSURANCE COMPANY, AND ULFSTREAM FUNDING LLC. ✓ NUARY 14 2016 9 8:00 AM. P FILE NUMBER. 2037 3333414 EFFECTIVE DATE- A COMPANY , SURVEYORS REPORT;T THIS M OR PL T AND THE SURVEY ON WHICH THIS !S TO CERTIFY THAT AP A 9 4 F 7HE PUBLIC -- O IN O.R. BOOK 30>9 PAGE 4 0 SECTION l! 1. THERE IS A DISCREPANCY IN THE LEGAL DESCRIPTION SCHEDULE B /T /S BASED WERE MADE IN ACCORDANCE W17H THE 2016 MINIMUM RECORDS OF ST.. LUCIE COUNTY, FLORIDA. THE RADIUS OF THE CURVE ON ANGLE Rt)AD IN LEGAL DESCRIPTION NO EXCEP77ONS PROVIDED STANDARD DETAIL REQUIREMENTS FOR ALT4/N5PS LAND TIRE SURVEYS, IS 1927.08 FEET. THE RADIUS AS SHOWN IN PLAT BOOK 21, PAGES 2, 2A, 28, ST.. LUCIE COUNTY RECORDS IS 4. BEARINGS SHOWN HEREON REFER T AN ASSUMED MERIL,AN OF N.43'01 09'W. ALONG THE JOINTLY ESTABLISHED AND ADOP70 BY ALTA AND NSPS, AND INCLUDES 1960.08 FEET: ALSO, THERE lS A DESCREPANCY IN THE SECOND CALL IN 7HE LEGA4 DESCRIPTION WITH A CALL EA57ERLY RIGHT OF WAY LINE OF ANGLE ROAD. OF SOUTH 43"01 09 WEST, IT SHOULD BE SOUTH 43'01'09" EAST. (AFFECTS BOTH *MILY DOLLAR AND FIELDWORK 1, 2, 3, 4, 5, 7(a), 8, R3 AND 16 OF TABLE i1 THEREOF. THE 5. ALL ELEVATIONS ARE BASED ON NORTH AMER/CAN VERT/CAL DATUM OF R988. F/ELDWORK WAS COMPL£1ED ONN FEBRUARY 26, 2016. REMAINING PARCEL) 2. THERE ARE POWER POLES AND ANCHORS ALONG ANGLE ROAD RIGHT OF WAY AN�7 ENCROACHES INTO ST.. LUCIE COUNTY BENCHMARK.' NAME SLOAN (ELEVATION 18.779, NAVD 88) SURVEY MAP AND REPORT OR THE COPIES )HEREOF ARE NOT VALID U PROPERTY WITH NO EASEMENT. THIS WOULD NOT AFFECT SITE WITH PROPERTY RIGHT OF WAY DONAT/ON. 6. LEGAL DESCRIPTION FURNISHED BY CLIENT. WITHOUT 1SIGNATURE AND 7H£ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. (PERTAINS TO BOTH FAMILY DOLLAR AND REMAINING PARCEL) 7 SITE AREA (PARENT TRACT): 505634.08 SQUARE FEET OR 11.60 ACRES MORE OR LESS J. PORTIONS OF THE SIDEWALK ALONG AVENUE D' ENCROACHES ONTO SITE. THIS WOULD NOT AFFECT SITE PARCEL 1: 100723.94 SQUARE FEET OR 2.31 ACRES MORE OR LESS WITH PROPOSED RIGHT OF WAY DONATION, (PERTAINS TO REMAINING PARCEL ONLY) PARCEL 1 (AFTER DEDICATION): 91814.41 SQUARE FEET OR 2.1 ACRES MORE OR LESS 4. THERE WAS NO VISIBLE EVIDENCE OF SEPTIC SYSTEMS ON SITE. (PERTAINS TO BOTH FAMILY DOLLAR AND PARCEL 2: 413819.67 SQUARE FEET OR 9.5 ACRES MORE OR LESS REMAINING PARCEL) 8. THIS SITE LIES IN FLOOD ZONE :VAS SCALED AND INTERPOLATED FROM FEMA MAP PANEL ROBERT BLOOMSIER JR. 5. STREET INFORMA770N SIGNS ALONG AVENUE D' ENCROACH ONTO SITE WITH NO MSEMENT. THIS WOULD NOT N0.12111C-0178-✓, DATED: FEBRUARY 16, 2012. PROFESSIONAL LAND SURVEYOR AFFECT SITE WITH RIGHT OF WAY DONATION, (PERTAINS TO BOTH FAMILY DOLLAR A REMAINING PARCEL) 9. LIMITS OF JURISDIC770NAL WETLANDS, DITCHES, DRAINAGE WAYS, WATER FLOWS, AND/OR BODIES NO. 4134 STA7E OF FLORIDA COMMITMENT O CANAL RIGHT OF W SURVEY CLIENT lS ADVISED TO CONTACT 6. THERE IS NO MENTION !N THE LEGAL DESCRIPTION OR THE TITLE COMM A AY. OF WATER, 1f ANY, ARE NOT DETERMINED BY THIS RVEY ACCORDING TO ST.. LUCIE COUNTY PROPERTY APPRAISER MAP, THERE IS A 49.5 FO T RIGHT OF WAY FOR CANAL APPROPRIATE GOVERNING AGENCIES FOR POSSIBLE LIMITS OF JURISDICTION. NO. 2 AS PER CITY OF FORT PIERCE ASSISTANT CITY ENGINEER TRACY S. TELLE, T NORTH ST. LUCIE RIVER 10. ADDITIONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY WATER CONTROL DISTRICT OWNS THE CANAL AND CITY OF FORT PIERCE MAINTAINS 10 CANAL, THERE ARE OR PARTIES IS ,PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. DRAINAGE STRUCTURES ENCROACHING ONTO SITE IF ]HERE IS NO CANAL RIGHT OF WAY. (AFFECTS REMAINING PARCEL ONLY) + 3' CY/A/N LINK fENCE ��r�� .83E MA RIMEL 19�. CONCRE/E 59 * HEADDWALL 1 I t i I "BL O OMS T.E.R PROFESSIONAL LAND SURVEYORS,INC. L.B. #6018 641 NORTHEAST SPENCER STREET JENSEN BEACH, FLORIDA 34957 PHONE 772-334-0868 'VERB h CU]"/ER a RCP - CA MH BASIN GRATE EL. 2a,77' W INV. EL lab' E /NY. EL IBB' SHEET 1 OF 1 DRAWN BY: DPK SCALE: 1" = 50 FIELD WORK COMPLETED: 2 26 2016 FIELD BOOK: SKETCH JOB NO. 13411 REVISIONS DATE: DESCRIPTION: BY: 4/12/16 5/23/16 8/25/16 1/11/17 ATTORNEY COMMENTS SLC COMMENTS SLC COMMENTS COR. BNDY & LEGAL DPK DPK DPK DPK FA MIL )' DOLLAR STORES OF FL ORIDA INC. ANGLE ROAD AND A VENUE 'D' FORT PIERCE, ST. LUCIE COUNTY, FLORIDA