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<br />EDGE OF
<br />DETECTABLE
<br />WARNING
<br />PLAN VIEW
<br />FACE OF CURB OR
<br />EDGE OF PAVEMENT
<br />)OME PATTERN SHALL BE IN -LINE
<br />VITH DIRECTION OF TRAVEL
<br />TRUNCATED DOME
<br />(SEE DETAIL)
<br />SLOPE FLARE 1:12 MAX
<br />0.9' -{ IF X IS LESS THAN 48"
<br />INTEGRAL DOME DETECTABLE WARNING
<br />SURFACE
<br />RAMP CURB
<br />J _L.
<br />FLARED RAMP DETAIL
<br />SEE NOTE
<br />TRUNCATED DOME
<br />DETECTABLE WARNING
<br />SYMBOL TO BE
<br />WHITE IN COLOR
<br />NOTE:
<br />RAMPS AND FLARES SHALL HAVE A DETECTABLE
<br />WARNING SURFACE USING RAISED TRUNCATED DOMES
<br />AS DEPICTED IN THE FLORIDA ACCESSIBILITY CODE
<br />FOR BUILDING CONSTRUCTION (CHAPTER 11),
<br />LATEST EDITION. CONTRACTOR TO VERIFY
<br />REQUIREMENT WITH LOCAL BUILDING DEPARTMENT
<br />PRIOR TO CONSTRUCTION.
<br />1 1/4'
<br />METAL POST
<br />WT. OF BLANK POST SHALL BE 2 -2 1 1YI -1-F
<br />3 - 6" WHITE CHEVRONS
<br />EQUALLY SPACED PER AISLE
<br />Q
<br />'Y WHITE REFLECTIVE SYMBOL
<br />AND BORDER
<br />UNIVERSAL SYMBOL OF
<br />ACCESSIBILITY (SEE NOTE 5)
<br />BLUE REFLECTIVE BACKGROUND
<br />1' SERIES 'C' (SEE NOTE 4)
<br />WHITE REFLECTIVE BACKGROUND
<br />`-BLACK OPAQUE BORDER
<br />WHITE REFLECTIVE BACKGROUND
<br />1' SERIES 'C' (SEE NOTE 4)
<br />BLACK OPAQUE BORDER
<br />FTP -22 -04
<br />METAL POST (ASTM A -499 GRADE 60
<br />STEEL WITH ASTM A -123 FINISH)
<br />FAI
<br />CONCRETE FOOTING
<br />NOTES:
<br />1 METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS
<br />AND SCREWS MUST BE RUSTPROOF.
<br />2. CONCRETE FOR FOOTING SHALL BE POR71MO CEMENT AND HAVE
<br />A MINIMUM COMPRESSNE STRENGTH OF 3,000 p.s.i.
<br />3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE
<br />SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM
<br />BACKING (.080) IN THICKNESS.
<br />4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C)
<br />I' HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES.
<br />5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR
<br />FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A BACKGROUND,
<br />6 "H 1--16" 6"• -j [� 6" UNIVERSAL BLUE (SHADE 15180 OF FED. STD. 595A) IN COLOR.
<br />3' TO 5' SQUARE 4 1'-'2" 6 6" - 4 1--2� 6. SIGN POST SHALL BE MIN. 2' -0' CLEAR FROM BACK OF CURB.
<br />�2.
<br />ACCESSIBLE SYMBOL DIMENSIONS TYPICAL ACCESSIBLE SPACE LAYOUT ACCESSIBLE SIGN 8c POST DETAIL
<br />PER FDOT ACCESSIBLE ��
<br />BLEPAR
<br />KING / RAMPS SETUP
<br />N.T.S.
<br />5"
<br />DR
<br />4 OP ATE E °
<br />ALL DRIVES//
<br />r\
<br />18-(ROADWAY) % o
<br />16 "(PARKING LOT) j
<br />1/2"
<br />1 t$
<br />-R1 -Y2"
<br />BASE
<br />COMPACTED
<br />SUBGRADE
<br />STRAIGHT CURB
<br />SCALE: TS
<br />WEARING
<br />SURFACE
<br />9" 6' 9"
<br />2' -0"
<br />CEMENT WASH
<br />6 "0 1/4" STEEL PIPE
<br />FILLED W /CONC. GROUT
<br />PAINT COLOR PER ARCH
<br />PAVING
<br />CONC. BASE
<br />HAIR PIN ANCHOR
<br />TYPICAL BOLLARD
<br />N. T. S.
<br />0
<br />6 x 6 - W1.4 x W1.4 W.W.F.
<br />SLOPE 1:50 OR 29 MAX
<br />NOTES:
<br />1. ALL CONCRETE IS TO BE 3000 P.S.I.
<br />2. GROUND IS TO BE COMPACTED PRIOR TO
<br />POURING (TOP 6' ® 9591 MOD. PROCTOR).
<br />3. ALL EXPOSED EDGES TO BE CHAMFERED.
<br />4. WHERE SIDEWALK ABUTS PAVEMENT
<br />THICKEN TO 1' OVER 8'.
<br />5. FIBER MESH REINFORCEMENT MAY BE
<br />USED IN LIEU OF WIRE MESH. USE 1.5
<br />POUNDS PER CUBIC YARD TYPE 111
<br />SYNTHETIC FIBER (ASTM C1176 -95)
<br />TYP. SIDEWALK SECTION
<br />N. T, S.
<br />8' FOOT CERTIFIED LIMEROCK BASE COURSE
<br />(MIN 989 MODIFIED PROCTOR /LBR 100) -
<br />1 112' BITUMINOUS CONC. SURFACE
<br />FOOT TYPE S -I
<br />6" 6' 6"
<br />FIN. GRADE --�
<br />817TUMINOUS TACK &
<br />PRIME COAT
<br />12' SUBGRADE
<br />(MIN 959 MODIFIED
<br />PROCTOR /LBR 40)
<br />CONSTRUCTED AS PER FDOT SPECIFICATIONS
<br />TYP. ASPHALT PAVING SECTION
<br />N. T. S.
<br />50' MAX. SPACING
<br />BACK OF CURB _BETWEEN EXP. JT.
<br />����T
<br />CONTRACTION
<br />JT. (TYP.)
<br />O B' `°
<br />R
<br />'TYP. o
<br />rll""2 (TYP.)
<br />(TYP,)
<br />NEW BUILDING PAD
<br />NOTES:
<br />1. ALL SIDEWALKS SHALL BE 4" THICK, 3000 PSI, FIBER MESH REINFORCEMENT
<br />MAY BE USED IN LIEU OF WIRE MESH. USE 1.5 POUNDS PER CUBIC YARD
<br />TYPE 111 SYNTHETIC FIBER (ASTM C1116 -95).
<br />2. CONTRACTION JOINTS SHALL BE SPACED ® 4' INTERVALS FOR 4' SIDEWALKS, 5'
<br />INTERVALS FOR 5' SIDEWALKS AND 6' INTERVALS FOR 6' -0" SIDEWALKS.
<br />3. FOR 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT 5'- O'?NTERVALS AND
<br />A LONGITUDINAL CONTRACTION JOINT IN THE CENTERLINE OF SIDEWALK,
<br />4. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS,
<br />5. 1/2" EXPANSION MATERIAL REQUIRED WHERE CONCRETE SIDEWALK ABUT
<br />CONCRETE STRUCTURE, CURB OR PAVEMENT.
<br />6. A LAYER OF 151 FELT IS REQUIRED BETWEEN WALK AND ADJACENT
<br />PARALLELING CONCRETE CURB,
<br />7. ALL ACCESSIBLE ROUTES ARE TO BE IN STRICT ACCORDANCE WITH STATE
<br />OR FEDERAL ADA REQUIREMENTS, WHICHEVER IS STRICTER,
<br />TYPICAL SIDEWALK LAYOUT
<br />N. T. S.
<br />6 x 6 - W1.4 x W1.4 W.W.F.
<br />SLOPE 1:50 OR 27 MAX SLOPE 1:50 OR 27 MAX
<br />-x -x- ','o -- x -x -x- ,
<br />x- a. X.
<br />45' �% �� �% ro�
<br />ASPHALT PAVEMENT
<br />(SEE TYP. SECTION)
<br />NOTES: B"
<br />1. ALL CONCRETE IS TO BE 3000 P.S.I. 4. WHERE SIDEWALK ABUTS PAVEMENT
<br />2. GROUND IS TO BE COMPACTED PRIOR TO THICKEN TO 1' OVER 8" AS SHOWN.
<br />POURING (TOP 6" (9 959. MOD. PROCTOR). 5. FIBER MESH REINFORCEMENT MAY BE
<br />USED IN LIEU OF WIRE MESH. USE 1.5
<br />3. ALL EXPOSED EDGES TO BE CHAMFERED. POUNDS PER CUBIC YARD TYPE 111
<br />SYNTHETIC FIBER (ASTM C1116 -95).
<br />6. PROVIDE 4" MINIMUM BASE COURSE UNDER
<br />THICKENED SIDEWALK EDGE.
<br />TYP. INTEGRAL SIDEWALK /CURB SECTION
<br />N.T.S.
<br />MINIMUM TESTING (PRIVATE SYSTEMS ONLY)
<br />L�HTHWOffl_QMPACTION:
<br />GRAVITY SANITARY SEWER:
<br />QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW TESTING SERVICE TO INSPECT AND APPROVE EACH SUBGRADE AND TESTING: PERFORM TESTING OF COMPLETED PIPING IN ACCORDANCE WITH LOCAL AUTHORITIES HAVING
<br />FILL LAYER BEFORE FURTHER BACKFILL OR CONSTRUCTION WORK IS PERFORMED, RECOMMENDED TESTING IS AS FOLLOWS: PIPES SHALL BE CLEANED BY FLUSHING WITH WATER PRIOR R TESTING. CE W I A HIGH VELOCITY JET OR OTHER ALL
<br />ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED PER 5,000 SQUARE FEET FOR ASPHALT NECESSARY. ER METHODS MAY BE
<br />OR CONCRETE PARKING /LOADING AREAS AND DRIVES. VISUAL TESTING OF GRAVITY LINES SHALL BE PERFORMED BY CAMPING TO VERIFY ACCURACY OF ALIGNMENT PIP
<br />ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED AROUND EACH MANHOLE OR INLET BETYVEEN CONSECUTNEEMANHOLES. OBANY FAILOED PIPE SECTION LOCATIONS SHALL BE REPORTEDETVISIBLE WHEN VI DEFLECTION
<br />ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D 1556, WILL BE PERFORMED PER 100 FEET OF TRENCHED UTILITIES PIPE SECTIONS SHALL BE REPAIRED OR REPLACED AND RETESTED UNTIL WITHIN SPECIFIED ALLOWANCES AS GD RECTEDFBYETHE
<br />FOR EACH LIFT. THERE SHALL BE A MINIMUM OF ONE TEST BETWEEN STRUCTURES,
<br />FILL MATERIAL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2,000 SQUARE FEET OF FILL MATERIAL, BUT IN NO CASE THE AT 1LOWEST TEND AND FI LINES S�ALL BE PERFORMED
<br />SEWER WITH CLEAR WATEBR �NT LH INWA ER S P AUNDER TEST AT
<br />LESS THAN FOUR TESTS. TESTS SHALL BE PERFORMED FOR EACH LIFT OF FILL FEET ABOVE THE CLEANOUT AT THE HIGHEST POINT IN THE SYSTEM, EA TO THE CROWN OF THE MANHOLE AT MINIMUM OF TWO
<br />IF IN OPINION OF ENGINEER, BASED ON TESTING SERVICE REPORTS AND INSPECTION, SUBGRADE OF FILLS WHICH HAVE BEEN END STRUCTURE. N T HE SYSTEM, LEAKAGE
<br />SHALL BE CARRIED ON A MINIMUM AMOUNT FD OF R HOURS ADD READINGS MAINTAIN THE
<br />M1N�L VIN THE HIGHEST
<br />PLACED ARE BELOW SPECIFIED DENSITY, PROVIDE ADDITIONAL COMPACTION AND TESTING AT NO ADDITIONAL CHARGE TO THE QUANTITY OF LEAKAGE FOR ANY SECTION OF THE SEWER SHALL NOT IXCEED 50 GALLONS MILE OF PIPE
<br />OWNER. ACS. THE
<br />DIAMETER. / /DAY /INCH PIPE
<br />INFILTRATION TESTING OF GRAVITY LINES SHALL BE PERFORMED WHEN THE GROUNDWATER LEVEL IS A MINIMUM OF TWO FEET
<br />ABOVE THE CROWN OF THE SEWER AT THE HIGHEST POINT IN THE TEST SECTION. INFILTRATION TESTS WILL BE MADE BY
<br />MEASURING THE INFILTRATED AMOUNT OF WATER AT A TEMPORARY BULKHEAD SET UP 1N THE LAST INVERT OF THE SEWER
<br />SYSTEM. THE BULKHEAD SHALL BE PULLED AND THE INFILTRATED WATER COLLECTED AND MEASURED. TESTS SHALL BE
<br />CARRIED ON A MINIMUM OF FOUR HOURS. THE QUANTITY OF INFILTRATED WATER FOR ANY SECTION OF THE SEWER SHALL
<br />NOT IXCEED 50 GALLONS /MILE OF PIPE /DAY /INCH plpF T)IA,uF rcp
<br />WATER /FORCE MAIN SYSTEMS:
<br />WATER DISTRIBUTION SYSTEM AND WASTEWATER FORCE MAIN PIPE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL BE
<br />TESTED IN ACCORDANCE WITH FOLLOWING PROCEDURES:
<br />PERFORM THE TESTING OF PIPE MATERIALS, JOINTS, AND /OR OTHER MATERIALS INCORPORATED INTO THE CONSTRUCTION OF
<br />WATER MAINS AND FORCE MAINS TO DETERMINE LEAKACE AND WATERTIGHTNESS. ALL PRESSURE PIPELINE SHALL BE TESTED
<br />IN ACCORDANCE WITH SECTION 4 OF AWWA C600 LATEST EDITION, IN THE EVENT ANY STATE OR LOCAL CODE REQUIRES A
<br />MORE STRINGENT TEST, THE MORE STRINGENT SHALL APPLY.
<br />PRESSURE TEST: AFTER THE PIPE HAS BEEN LAID, ALL NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF SHALL BE
<br />SUBJECTED TO A HYDROSTATIC PRESSURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE AT THE POINT OF TESTING AND
<br />NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION.
<br />LEAKAGE TEST.• THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE PRESSURE TEST. LEAKAGE IS DEFINED
<br />AS THE QUANTITY OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPELINE, OR ANY VALVED SECTION THEREOF, TO
<br />MAINTAIN PRESSURE WITHIN 5 PSI OF THE SPECIFIED TEST PRESSURE AFTER THE AIR IN THE PIPELINE HAS BEEN EXPELLED
<br />AND THE PIPELINE HAS BEEN FILLED WITH WATER. LEAKAGE SHALL NOT BE MEASURED BY A DROP 1N PRESSURE IN A TEST
<br />SECTION OVER A PERIOD OF TIME. NO PIPELINE INSTALLATION WILL BE ACCEPTED IF THE LEAKAGE IS GREATER THAN THAT
<br />DETERMINED BY THE FOLLOWING FORMULA:
<br />SOP
<br />L = 133,200
<br />L = ALLOWABLE LEAKAGE, (GALLONS PER HOUR)
<br />S = LENGTH OF PIPE TESTED, (FEET)
<br />D = NOMINAL DIAMETER OF PIPE, (INCHES)
<br />P = AVERAGE TEST PRESSURE DURING TEST, (PSIG)
<br />VISIBLE LEAKAGE: ALL VISIBLE LEAKS SHALL BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE
<br />ACCEPTANCE OF INSTALLATION: IF ANY TEST OF PIPE LAID IN PLACE DISCLOSES LEAKAGE GREATER THAN THA T SPECIFIED,
<br />THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE THE LEAK AND MAKE REPAIRS AS NECESSARY UNTIL THE LEAKAGE IS
<br />WITHIN THE SPECIFIED ALLOWANCE. CONTRACTOR SHALL SUPPLY ALL WATER FOR TESTING AT NO ADDITIONAL COST TO THE
<br />OWNER.
<br />PROVIDE ONE COPY OF RESULTS OF HYDROSTATIC PRESSURE TEST TO ENGINEER (AND UTILITY COMPANY AS NECESSARY)
<br />UPON COMPLETION OF WATER DISTRIBUTION/WASTEWATER FORCE MAIN B4CKFILLING OPERATIONS,
<br />ADJUSTING AND CLEANING (WATER DISTRIBUTATION ONLY): DISINFECT DISTRIBUTION SYSTEM WITH CHLORINE BEFORE
<br />ACCEPTANCE FOR DOMESTIC OPERATION. AMOUNT OF CHLORINE SHALL BE SUCH AS TO PROVIDE DOSAGE OF NOT LESS THAN
<br />50 PARTS /MILLION. THOROUGHLY FLUSH LINES BEFORE INTRODUCTION OF CHLORINATING MATERIALS AND AFTER CONTACT
<br />PERIOD OF NOT LESS THAN 24 HOURS, SYSTEM SHALL BE FLUSHED WITH CLEAN WATER UNTIL RESIDUAL CHLORINE CONTENT
<br />CONTACT PERIOD. NOT GREATER THAN 1.0 PART /MILLION. OPEN AND CLOSE VALVES IN LINES BEING DISINFECTED SEVERAL TIMES DURING
<br />C AFTER DISINFECTION, TAKE TWO CONSECUTIVE DAYS OF WATER SAMPLES AND BACTERIOLOGICAL TESTS IN
<br />ACCORDANCE WITH AWWA SPECIFICATIONS. PROVIDE ONE COPY OF RESULTS OF BACTERIOLOGICAL TESTS (W /RESIDUAL
<br />CHLORINE LEVELS) TO ENGINEER (AND UTILITY COMPANY AS NECESSARY) UPON COMPLETION. DO NOT PLACE DISTRIBUTION
<br />SYSTEM IN SERVICE UNTIL APPROVAL IS OBTAINED FROM APPLICABLE GOVERNING AUTHORITIES (AS NECESSARY),
<br />STORMWATER SYSTEMS:
<br />TESTING: PERFORM VISUAL TESTING OF COMPLETED PIPING ONLY. ALL PIPES SHALL BE CLEANED BY FLUSHING WITH WATER
<br />PRIOR TO TESTING. A HIGH VELOCITY JET OR OTHER METHODS MAY BE NECESSARY. VISUAL TESTING BY CAMPING SHALL BE
<br />PERFORMED TO VERIFY ACCURACY OF ALIGNMENT, PIPE DEFLECTION AND FREEDOM FROM DEBRIS AND OBSTRUCTION. THE FULL
<br />DIAMETER OF THE PIPE SHOULD BE VISIBLE WHEN VIEWED BETWEEN CONSECUTIVE STRUCTURES. ANY FAILED PIPE SECTION
<br />LOCATIONS SHALL BE REPORTED TO THE ENGINEER. FAILED PIPE SECTIONS SHALL BE REPAIRED OR REPLACED AND RETESTED
<br />UNTIL WITHIN SPECIFIED ALLOWANCES AS DIRECTED BY THE ENGINEER.
<br />ASPHALT PAVEMENT:
<br />MINIMUM ONE TEST FOR EVERY 20,000 SQUARE FEET (OR AS RECOMMENDED BY THE PRIVATE TESTING COMPANY),
<br />TEST IN -PLACE ASPHALT CONCRETE COURSES FOR COMPLIANCE WITH REQUIREMENTS FOR THICKNESS, COMPACTION AND
<br />TEST EACH SOURCE OF ASPHALT CONCRETE MATERIAL FOR COMPLIANCE WITH FOOT SPECIFICATIONS.
<br />SURFACE SMOOTHNESS, REPAIR OR REMOVE AND REPLACE UNACCEPTABLE PAVING AS RECOMMENDED BY DESIGN ENGINEER,
<br />COMPACTION TEST PER FM 5 -511.
<br />THICKNESS TEST PER ASTM D 3549, IN -PLACE COMPACTED THICKNESS WILL NOT BE ACCEPTABLE !F
<br />FOLLOWING ALLOWABLE VARL47ION FROM REQUIRED THICKNESS: EXCEEDING
<br />BASE COURSE' 112', PLUS OR MINUS.
<br />SURFACE COURSE: 1/47, PLUS OR MINUS.
<br />SURFACE SMOOTHNESS: TEST FINISHED SURFACE OF EACH ASPHALT CONCRETE COURSE FOR SMOOTHNESS, USING 10'
<br />STRAIGHT EDGE APPLIED PARALLEL WITH, AND AT RIGHT ANGLES TO CENTERLINE OF PAVED AREA SURFACES WILL NOT BE
<br />ACCEPTABLE IF EXCEEDING THE FOLLOWING TOLERANCES FOR SMOOTHNESS.
<br />BASE COURSE SURFACE: 114' '
<br />WEARING COURSE SURFACE: 3116'.
<br />PAVING BASE COURSE: PERFORM TESTING OF IN -PLACE BASE COURSES FOR COMPLIANCE WITH REQUIREMENTS FOR
<br />MOISTURE, THICKNESS AND DENSITY. TEST EACH SOURCE OF BASE MATERIAL FOR COMPLIANCE WITH FDOT SPECIFICATIONS,
<br />REPAIR OR REMOVE AND REPLACE UNACCEPTABLE PAVING AS RECOMMENDED BY DESIGN ENGINEER.
<br />MOISTURE CONTENT TEST PER ASTM D 698.
<br />MECHANICAL ANALYSIS TEST PER AASHTO T -88,
<br />PLASTICITY INDEX TEST PER ASTM D 4318.
<br />BASE MATERIAL THICKNESS TEST PER FOOT SPECIFICATIONS,
<br />FIELD DENSITY TEST PER ASTM D 1557.
<br />CONCRETE PAVEMENT
<br />TEST CONCRETE IN ACCORDANCE WITH AC1 318 TO VERIFY COMPLIANCE WITH MINIMUM DESIGN STRENGTHS, TAKE ONE
<br />SLUMP TEST, AIR TEST AND STRENGTH TEST FOR E4CH DAYS POUR.
<br />TEST SHALL CONSIST OF 3 CYLINDERS, OF WHICH ONE WILL BE TESTED AT 7 DAYS AND THE OTHER AT 28 DAYS. THE
<br />SPECIFICATIONS.
<br />THIRD CYLINDER SHALL BE TESTED SHALL BE TESTED IN THE EVENT ANY OF THE OTHER TWO FAIL TO MEET THE
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<br />LAWN BY: CHECKED BY:
<br />_ JLB I KMB
<br />B:
<br />01718.0002
<br />C TNP RNG:
<br />02 -26S -2 I E
<br />TE:
<br />0.9-07-10
<br />
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