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<br />REPLACEMENT SURFACE TO BE
<br />TYPE S-1 OR 5P--12.5, TO
<br />MATCH EXISTING (2" THICK, MIN)
<br />(W/2)+2' SURFACE JOINT TO BE
<br />6" STEEL PIPE FILLED W/
<br />MECHANICALLY SAW CUT.
<br />CONCRETE. PRIMED &
<br />10"
<br />PAINTED SAFETY YELLOW PER
<br />EXISTING ASPHALT SURFACE
<br />o
<br />SHEET A4.0
<br />`r
<br />IL
<br />1/2" RADIUS, TYPICAL
<br />..
<br />o Z
<br />�. EXISTING BASE MATERIAL
<br />PAVEMENT SURFACE
<br />2" MIN.
<br />U)
<br />(TYP.)
<br />(W) REPLACEMENT BASE MATERIAL
<br />TO BE 3000 PSI HIGH EARLY
<br />STRENGTH CONCRETE.
<br />LI AlTRENCH
<br />WALL
<br />n a
<br />°
<br />2
<br />I' I
<br />1'-6"W x 3-0"D x V-61
<br />M
<br />FOOTING
<br />�o
<br />0
<br />UTILITY PIPE
<br />NOTE:
<br />TRENCH WIDTH (W) = PIPE DIA. + 2'
<br />BOLLARD IN CURB
<br />OPEN CUT AND PATCH DETAIL
<br />(N.T.S.)
<br />`-MEDIUM BROOM FINISH
<br />12" COMPACTED SUBGRADE MIN.
<br />COMPACTED TO MIN 98X OF
<br />MAX. DRY DENSITY (ASTM D-1557)
<br />6" CONCRETE PAVEMENT, 28 DAY MIN
<br />COMPRESSION STRENGTH OF 4,000 PSI
<br />W/ 6 X 6 10-10 WWM
<br />TYPICAL CONCRETE PAVEMENT DETAIL
<br />NTS
<br />PARKING SLOPE AS PER PLAN
<br />(D2" TYPE S-I OR SP-12.5 ASPHALT SURFACE COURSE
<br />8" UMEROCK BASE (LBR 100) COMPACTED TO 98
<br />PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY
<br />DENSITY (ASTM-1557)
<br />TACK COAT
<br />12" COMPACTED SUB -BASE (LBR 40) COMPACTED TO
<br />98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM
<br />DRY DENSITY (ASTM-1557)
<br />COMPACTED SUBGRADE
<br />ASPHALT
<br />PAVING DETAIL
<br />N.T.S.
<br />CONC. FILLER -,
<br />1/4" WIDE SAW CUT
<br />2" MIN.
<br />a
<br />CONIC. FILLER
<br />VULKEM 116 OR 245 (NON SAG) JOINT
<br />MATERIAL TO BE INSTALLED PER
<br />MANUFACTURERS SPECIFICATIONS. PROVIDE
<br />UGHT GRAY COLOR TO MATCH CONC.
<br />MP �BAS
<br />.ct SAW CUT MUST BE COMPLETED
<br />WITHIN 24 HOURS OF POUR.
<br />NOTE:
<br />THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE
<br />ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS.
<br />APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL
<br />LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1/3 DEPTH OF THE CONCRETE.
<br />TYPICAL SAW CUT JOINT DETAIL
<br />N.T.S.
<br />24't NOMINAL NOTE:
<br />FORM 24' X 24' NOM.
<br />W/ FULL 1" X 6"
<br />Q 1"X2"X1
<br />z STAKE TO B
<br />o REMOVED
<br />z
<br />`r SAW CUT
<br />N
<br />_ I 1/4" WIDE b r ,c veer
<br />CAULK SAW CUT
<br />PENETRATION FULLY.
<br />(SEE DETAIL THIS SHEET)
<br />EXPANSION I
<br />JOINT
<br />(rn'•) 1/4" RADIUS 1/2" CAULKING
<br />HAND TOOLED 1/2" MASTIC
<br />2' LONG #4 SMOOTH
<br />DOWEL 0 18" O.C.
<br />VISQUEEN WRAP
<br />OVER ONE END
<br />OF DOWEL
<br />PRESSURE
<br />TREATED 1 x WOOD COMPACTED BASE
<br />EXPANSION JOINT
<br />TYP. EXPANSION JOINT & REBAR LAYOUT DETAIL
<br />N.T.S.
<br />PARKING AS SPECIFIED
<br />\�\ \ \ \ EXP. JOINT AND
<br />6„ PREFORMED JOINT FILLER
<br />RIBBON CURB DETAIL
<br />N.T.S.
<br />STD. 6" CURB
<br />9
<br />T
<br />TYPE 1
<br />STD. 6" CURB
<br />NOSE DOWN TO FINISH
<br />GRADE
<br />DRIVEWAY SURFACE
<br />CURB TRANSITION DETAIL
<br />i
<br />SIDEWALK
<br />SEE SITE PLAN
<br />PARKING LOT
<br />RAMP SLOPES NOT
<br />TO EXCEED 1: 12 PER
<br />ADA REQUIREMENTS
<br />w
<br />-
<br />VARIABLE -HEIGHT
<br />-0
<br />::7.
<br />CURB. MATCH
<br />PAVEMENT HEIGHT
<br />AT DEPRESSED
<br />RAMP
<br />w
<br />O
<br />C7
<br />CURB EDGE
<br />SIDEWALK
<br />CONCRETE CURB (318" LIP)
<br />TYPICAL H.C. RAMP DETAIL
<br />NTS
<br />GAURD POST
<br />(TYP)
<br />(SEE DETAIL THIS
<br />SHEET)
<br />..
<br />I
<br />I
<br />- W dia. Steel bolkwft I
<br />1
<br />I
<br />• I o
<br />cone. FMod (typ)CL
<br />48" 1
<br />Max I
<br />dearcnos min.
<br />I ��
<br />OQ
<br />•1
<br />I
<br />1
<br />I ewIng gate (typ.)
<br />4•
<br />Mi1n.
<br />I
<br />L_
<br />ELM
<br />O
<br />drop pin hole
<br />NJIL (typ.)
<br />8'
<br />14"
<br />IUAVL I UN
<br />ICRETE SURFACE
<br />rEEL PIPE FILLED
<br />;ONCRETE.4.
<br />AED AND PAINTED
<br />ETY YELLOW PER
<br />6" 0 STEEL POST FILLED
<br />WITH CONCRETE
<br />1'-3"
<br />CV
<br />6" WIDE x 24" DEEP
<br />CONCRETE CURB
<br />gISH SURFACE
<br />SURFACE OF
<br />DRIVE THRU
<br />FINISH SURFACE
<br />LANE
<br />44 .. _- 18" Q1 CONCRETE
<br />FOOTING
<br />- . -. i
<br />III''
<br />18" DIA. CONCRETE
<br />FOOTING
<br />GUARD POST DETAIL
<br />FINISH GRADE
<br />3"
<br />ly
<br />6" VERTICAL CURB DETAIL
<br />' L-k
<br />c") °
<br />BOLLARD DETAIL
<br />4" CONCRETE CURB EDGE WALK
<br />1" RADIUS BOTH SIDES 6"xW-1.41.4 W.W.F.
<br />PAVEMENT PER PLAN 1" RADIUS
<br />ELEVATIONS REFER
<br />TO THIS POINT 2 - #4 BARS CONT.
<br />PARKING AS SPECIFIED
<br />PARKING LOT /\\ co
<br />SURFA' a
<br />E AS
<br />SPECIFIED
<br />CONT.
<br />TOP & BOTTOM
<br />6"
<br />INTEGRAL CURB AND
<br />NOTES:
<br />1. ALL CURBING TO BE 3000 P.S.I. @ 28 DAY P.C.C. TYP.
<br />2. PROVIDE EXPANSION JOINTS @ 2U-0" O.C.
<br />4" MIN.
<br />5" MAX.
<br />2" MIN. I
<br />3" MAX. I 1
<br />111
<br />9" MAX.
<br />TIs boom with
<br />1-l5 rebor continuous
<br />127
<br />cwcmncs min.
<br />-drop pin
<br />(typ.)
<br />OR 3/4" BOLES
<br />11 i
<br />g 1
<br />II
<br />- PITCH
<br />OPTIONAL
<br />- R=2"
<br />CAST OR
<br />RUBBED
<br />gate (typ.)
<br />i-/5 at V conter
<br />8
<br />- e"x 16" concrete footing
<br />3000 p.s.L concrete slab with
<br />fiber mesh n>hfoming -
<br />mondRhic, min 6 thicknom
<br />w/ 2- �5 rebar (typ.)
<br />6"x6"/ 10x10 W.W.F.
<br />N.T.S..
<br />CITY OF ZEPHYRHILLS DUMPSTER DETAIL
<br />SEE CITY STANDARD DUMPSTER DETAIL FOR SPECIFICATIONS
<br />NOTE: DUMPSTER WALL/DOORS NOT REQUIRED
<br />SIDEWALK DETAIL
<br />N.T.S.
<br />W-0"
<br />#4 BARS, 18" LONG
<br />(TWO PER GUARD)
<br />CONCRETE BUMPTER GUARD
<br />CONCRETE WHEELSTOP PER FDOT INDEX 300
<br />N.T.S.
<br />2" MIN.
<br />3" MAX.
<br />wisuf
<br />1. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT" CONDITIONS
<br />OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS,
<br />ELEVATIONS, GRADING ETC. SIGNED AND SEALED AS -BUILT DRAWINGS PREPARED BY A REGISTERED FLORIDA LAND
<br />SURVEYOR SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION.
<br />2. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED, SEALED AND DATED
<br />BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS
<br />DURING CONSTRUCTION. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA LICENSED SURVEYOR.
<br />3. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW THE LIMEROCK
<br />BASE.
<br />4. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN STANDARD
<br />SPECIFICATIONS, LAST EDITION.
<br />5. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF
<br />TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION.
<br />6. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF
<br />DAMAGE, THE CONTRACTOR SHALL NOTIFY. GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION
<br />N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 TELEPHONE NO. 301/443-8319
<br />7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE EXACT LOCATIONS
<br />SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL
<br />BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF
<br />CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY
<br />OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED.
<br />8. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF
<br />ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT.
<br />9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE OVERHEAD
<br />TRANSMISSION LINES OR UNDERGROUND UTILITIES.
<br />10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
<br />11. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (811) FOR FIELD LOCATIONS 48
<br />HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.
<br />12. KNOWN UTILITIES:
<br />WATER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />SEWER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />ELECTRIC: DUKE ENERGY
<br />GAS: TECO/PEOPLES GAS
<br />PHONE: VERIZON
<br />13. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA. STATUTE
<br />553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES.
<br />14. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS.
<br />15. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE COMPACTED WITH NO
<br />LESS THAN 95% DENSITY. A COPY OF TEST REPORT SHALL BE SUBMITTED TO THE COUNTY ENGINEER.
<br />16. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY SYSTEM, SUCH AS
<br />MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED WITHIN AN EXISTING OR PROPOSED
<br />PAVEMENT SUCH AS A ROADWAY OR SIDEWALK, SHALL BE AT GRADE WITH THE FINAL PAVEMENT.
<br />ACCEPTABLE TOLERANCE IS 3/8 INCH. A DEFICIENCY IN ASPHALT ROADWAY SHALL BE CORRECTED EITHER
<br />BY ADJUSTING THE APPURTENANCE OR THE PLACEMENT OF ASPHALT FOR A LENGTH EXTENDING FROM THE
<br />APPURTENANCE AT A SLOPE OF 50:1.
<br />1. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL
<br />SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL
<br />MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION.
<br />2. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH,
<br />HYDROSEED AND/OR SOD.
<br />3. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE ROUTED TO CARRY ALL STORMWATER TO
<br />EXISTING INLETS.
<br />4. NOTIFY SUNSHINE UTILITIES (FLORIDA ONE CALL) 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; 811.
<br />5. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE DEVELOPER/CONTRACTOR PRIOR
<br />TO FINAL AS --BUILT SIGN OFF FROM THE COUNTY.
<br />6. IN ALL HANDICAP AREAS (PARKING SPACES AND ACCESS AISLE) MAXIMUM SLOPE/GRADE IS 2% IN ALL DIRECTIONS. IN
<br />ADDITION, ALL RAMPS HAVE A MAXIMUM SLOPE OF 1 TO 12.
<br />7. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.0% CROSS SLOPE. ALL CROSS WALKS SHALL
<br />HAVE A MAXIMUM 2.0% CROSS SLOPE.
<br />8. AS INDICATED ON THE SURVEY, THE ELEVATIONS ARE BASED ON AN ASSUMED DATUM, AND ARE NOT BASED ON
<br />ANY STANDARD DATUM.
<br />9. ALL PAVEMENT CROSS SLOPES AT CROSS WALKS (SLOPES PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL)
<br />SHALL BE A MAXIMUM OF 2%. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND
<br />RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (ALL DIRECTIONS). ALL WALKWAYS SHALL HAVE A MAXIMUM SLOPE LESS
<br />THAN 5% IN THE DIRECTION OF TRAVEL. ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION
<br />TOLERANCES STATED IN THE PROJECT SPECIFICATION. THE CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO
<br />ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN 1% SLOPE. THE CONTRACTOR
<br />SHALL CONTACT THE ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF THE PAVEMENT
<br />AREAS. THE PAVEMENT SLOPES SHALL BE REVIEWED AFTER CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES
<br />SPECIFIED ABOVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
<br />10. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE
<br />IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS.
<br />11. TO MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING
<br />VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING
<br />AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED
<br />BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES.
<br />12. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT SHALL, WITHIN A
<br />REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR
<br />STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE
<br />GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED.
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<br />1306001
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