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<br />Equally Spaced
<br />Per Aisle
<br />CNI
<br />FOR SIGN DETAILS SEE
<br />DETAIL THIS SHEET
<br />MAX. MAX.
<br />z, 1
<br />1:12
<br />1:12
<br />f
<br />MIN.
<br />C=:=====
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<br />6'
<br />- 0'
<br />17-0
<br />6" white
<br />Face of curb or
<br />edae Of Daveme
<br />U-)
<br />0
<br />39 or 5' squ
<br />MANDATORY
<br />6"
<br />Symbol to be Painted White
<br />blue
<br />HANDICAP STRIPING DETAILN.T.S.
<br />SIDEWALK
<br />TYPICAL NOTES:
<br />SEE SITE PLAN
<br />1. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED,
<br />I, PARKING I OT
<br />SEALED AND DATED BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY
<br />DEPARTURES FROM THE APPROVAL FROM THE APPROVED PLANS DURING CONSTRUCTION SHALL
<br />BE SUPPLIED BY THE CONTRACTOR. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA
<br />RAMP SLOPES NOT
<br />LICENSED SURVEYOR.
<br />TO EXCEED 1: 12 PER
<br />ADA REQUIREMENTS
<br />2. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW
<br />THE LIMEROCK BASE.
<br />'?
<br />LL
<br />0-
<br />VARIABLE -HEIGHT
<br />(0
<br />0
<br />CURB, MATCH
<br />3. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN
<br />cn,
<br />I
<br />PAVEMENT HEIGHT
<br />STANDARD SPECIFICATIONS, LAST EDITION.
<br />AT DEPRESSED
<br />RAMP
<br />4. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE NTH STATE OF FLORIDA, DEPARTMENT
<br />C?
<br />OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION.
<br />�0
<br />5. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN
<br />-3
<br />DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY. GEODETIC INFORMATION CENTER ATTN:
<br />CURBEDGE
<br />MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND
<br />0
<br />Uj
<br />a-
<br />SIDEWALK
<br />20852 TELEPHONE NO. 301/443-8319
<br />cc
<br />0
<br />-j
<br />U)
<br />CONCRL IF CURB (3,18" LIP)
<br />6. THE LOCA11ON OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE
<br />j
<br />EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN
<br />r
<br />ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF -OTHER UTILITIES (NOT
<br />SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY
<br />CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE
<br />UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED.
<br />TYPICAL H.C. RAMP DETAL
<br />7. THE APPROPRIATE U11UTY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN
<br />ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY
<br />REPRESENTA71VE CAN BE PRESENT.
<br />STD. 6" CURB
<br />8. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE
<br />OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES.
<br />b
<br />-1
<br />T-�
<br />9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
<br />TYPE 1
<br />PLACE.
<br />6-0"
<br />10. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (811) FOR FIELD
<br />LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.
<br />11. KNOWN UTILITIES:
<br />TYPE 2
<br />STD. 61' CURB
<br />WATER: CITY OF ZEPHYRHILLS
<br />NOSE DOWN TO FINISH
<br />SEWER: CITY OF ZEPHYRHILLS
<br />GRADE
<br />ELECTRIC: PROGRESS ENERGY
<br />PHONE: VERIZON
<br />DRIVEWAY SURFACE
<br />12. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA.
<br />1 i
<br />STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. I
<br />1 TYPICAL ELEVATION
<br />13. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS.
<br />CURB TRANSITION DETAIL
<br />14. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE
<br />COMPACTED NTH NO LESS THAN 95X DENSITY. A COPY OF TEST REPORT SHALL BE
<br />SUBMITTED TO THE COUNTY ENGINEER.
<br />15. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY
<br />SYSTEM, SUCH AS MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED "THIN AN
<br />EXISTING OR PROPOSED PAVEMENT SUCH AS A ROADWAY OR SIDEWALK, SHALL BE AT GRADE
<br />WITH THE FINAL PAVEMENT. ACCEPTABLE TOLERANCE IS 3/8 INCH. A DEFICIENCY IN ASPHALT
<br />ROADWAY SHALL BE CORRECTED EITHER BY ADJUSTING THE APPURTENANCE OR THE PLACEMENT 4" MIN.
<br />OF ASPHALT FOR A LENGTH EXTENDING FROM THE APPURTENANCE AT A SLOPE OF 50: 1. 51, MAX.
<br />5/8" OR 3/4" HOLES
<br />12"
<br />M
<br />2 IN. A
<br />31, MAX
<br />PITCH
<br />#4 BARS, 18" LONG
<br />OPTIONAL
<br />8" MIN. R=2" (TWO PER GUARD)
<br />9" MAX.
<br />CAST OR
<br />RUBBED
<br />4' DIA. VERT. WOF CONCRETE BUMPTER GUARD
<br />DRAIN LEADER. HOLD
<br />AS TIGHT AS POSSIBUE----�,,, CONCRETE WHEELSTOP PER FDOT INDEX 300
<br />TO EXTERIOR WALL
<br />-7-
<br />CONCRETE CURB
<br />EXTERIOR INTERIOR
<br />CL
<br />1/2" EXPANSION
<br />Lx JOINT WITH JOINT
<br />%C
<br />FILLER MATERIAL- 2" MIN.
<br />4- 2-
<br />CONCREIIE WALKWAY OR GRADE -71
<br />CM r
<br />'a. .1.
<br />A - -AZ 4: : , , .
<br />6'
<br />A.
<br />" DIA
<br />HUB DRAIN
<br />6' STEEL PIPE FIU.ED W/
<br />CONCRETE. PRIMED & PAINTED
<br />MIN. 4" DIA. CONCRETE FILLED SAFETY YELLOW
<br />STEEL PIPE PRIMED AND PAINTED
<br />SAFETY YELLOW
<br />in ,-UNE OF PAMNG - 0
<br />SEE SPECInCATIONS
<br />4N 29
<br />7 -7111- 6" CURB HEIGHT
<br />Irr. 7
<br />-\,,-PAVEMENT THICKNESS
<br />z
<br />CID (D
<br />CONCRETE PAVEMENT T�IICKNESS
<br />NOTE: REFER TO LOCAL z
<br />L4 2-
<br />1. ONCI
<br />J.
<br />CODE FOR REQUIRED DEPT I
<br />OF FOOTING
<br />PO . -, L. -j
<br />l'-6*W x 3'-O*D x l'-6*L FOOTING
<br />-------POURED CONCRETE FOOTING
<br />SEE SITE P
<br />TO BE USED BEHIND DUMPSTER
<br />IFOR LOCATIONS
<br />SEE SHEET C04 FOR LOCATIONS
<br />BOLLARD DETAIL
<br />N.T.S.
<br />1/2- EXPANSION JOIN
<br />IT
<br />(MAX. SPACING 30 1)
<br />NOTE
<br />SM PLAN FOR
<br />TYP. LE14GTH BETWEEN CENTER
<br />LINES OF DOURE PAYER BANDS.
<br />VARIES (SEE PI
<br />P
<br />ARKING SLOPE AS PER PLAN
<br />2" TYPE S-I OR SP-1 2.5 ASPHALT SURFACE COURSE
<br />8` LIMEROCK BASE (LBR 100) COMPACTED TO 98
<br />PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY
<br />DENSITY (ASTM-1 557)
<br />TACK COAT
<br />-BASE (LBR 40) COMPACTED TO
<br />12" COMPACTED SUB
<br />98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM
<br />DRY DENSITY (ASTM-1 557)
<br />COMPACTED SUBGRADE
<br />ASPHALT
<br />PAVING DETAIL
<br />CONCRETE PAVERS SOLDIER COURSE BAND WIT14 FLUSHED
<br />FLOOR ELEVATION OF EXISTING BULIDINGS AND DOOR OPENINGS N.T.S.
<br />ADJUST GRADE AS NECESSARY TO CREATE A
<br />SMOOT14 TRANSITION, MAX. CROSS SLOP OF 2% TYP.
<br />BRICK PAVERS PER
<br />1 LEVELING SAND CITY REQUIREMENTS
<br />F
<br />s lkwlrAd "W4.
<br />0
<br />in
<br />INI
<br />'IV
<br />EVA
<br />W
<br />IV%
<br />W
<br />N.T.S.
<br />.
<br />.
<br />4" DIA. PVC SLEEVE. SLOPE
<br />1/4" PER FT. MIN,
<br />4 ASPHALT OR
<br />A.
<br />4:
<br />4 CONCRETE PAVING
<br />HUB DRAIN CONNECTED M 4' DIA. 4
<br />-A
<br />UNDERGROUND STORM WATER PIPE 0. .. A. 40
<br />...
<br />INDIRECT STORMWATER DRAIN DETAIL
<br />N.T.S.
<br />PIPE PENETRATION AT CONCRETE CURB
<br />-
<br />N.T.S.
<br />6-0"
<br />611 L &TYPICAL
<br />.611
<br />1 RA DL) 11 UU So I I
<br />Lj "j T
<br />JOINT SEAL f . I
<br />it I I I I I Ir I L
<br />SP 40,
<br />A HALT
<br />4" CONC PIS
<br />EXISTI RETE BASE - 300n
<br />MITERM PAVER BAND INTERSECTION ALL CUTS NG
<br />045 DEG. FLUSH WITH ALL ADJ. PAVERS. ADJUST
<br />GRADES AS NECESSARY FOR SMOOTH TRANSITION 00 COMPACTED SUBGRADE
<br />98% MAX. DENSITY
<br />�,'EXP. JOINT AND . . ;1 -
<br />PREFORMED JOINT_/' ..a..
<br />S' X 10' CONCRETE HEADER WUH SMOOTH FINISH FILLER ADJACENT TO CONCRETE VERTICAL CURB
<br />(3000 PSI 0 28 DAYS) SEE DETAIL I/D- I
<br />ASPHALT
<br />NOTE: ALL CURB AND PAVER DETAILS FOR THIS SIDEWALK SHALL
<br />(4) 6- X 8- INTERLOCKING PAVER SQUARES DIAGONALLY BE PER THE CITY OF ZEPHYRHILLS PAVER DETAIL AND/OR AS
<br />CENTERED BETWEEN DOUBLE PAVERS SANDS AND FLUSH WITH
<br />ADJACENT HERRINGBONE PATTERN PAVERS IN EACH -PANEL. DIRECTED BY CITY STAFF. ANY DISCREPANCIES SHALL BE BROUGHT
<br />ADJUST GRADES AS NECESSARY FOR SMOOTH TRANSITION.
<br />TO THE ENGINEER'S ATTENTION IMMEDIATELY
<br />COLOR GREEN.
<br />CURBS SHALL BE PER FDOT STANDARD SPECIFICATIONS FOR ROAD
<br />AND BRIDGE CONSTRUCTION (2010) - SECTION 520.
<br />4' X 8" CONCRETE PAVERS. HERRINGBONE FIELD. FLUSH WITH ADJ.
<br />PAVER BANDS AND CENTER PAVERS. ADJUST GRADE AS NECESSARY
<br />TO CREATE SMOOTH TRANSITION, MAX. CROSS SLOP OF 2% TYP.
<br />DOLOR TERRA COTA.
<br />CONCRETE PAVERS SOLDIER COURSE BAND FLUSH WITH
<br />ADJ. PAVRES AND CONC. CURB TO CREATE A
<br />SMOOTH TRANSITION TYP.
<br />1/2* TOOLED JOINT (TYP.)
<br />V X 8- CONCRETE PAVERS, SINGLE SOLDIER COURSE OORDER
<br />1USH WITH ADJUST PAVERS, CONCRETE EDGES, AND/OR
<br />IURBS. RAMP TRANSITION AREA, 112 MAX. SLOPE.
<br />ADJUST GRADES AS NECESSARY FOR
<br />SMOOTH TRANSITION TYP.
<br />--------------- . ...... N - 15W. CURB ----- -----
<br />. ... ....
<br />TYPE-F
<br />AND GUTTER
<br />FOOT (SEE jP;LA
<br />D
<br />TYPE: CUOR'B'
<br />(SEE PLAN) DOUBLE CONCRETE I
<br />FLUSH WITH ADJACE
<br />PLAN & TYPICAL SIDEWALK EXISTING CONCRETnE -PVRB
<br />AND/OR CURBS. AD
<br />NOT TO SCALE ... TO. CREATE A SMOO
<br />SLOPE 0 29 TYP.--
<br />VIEW
<br />"P VIDr NEAT SAW CUT WRLSCALE
<br />ZEPHYRHILLS SIDEWALK PAVER DETAIL AND TIE TO EXISTING
<br />CURB (TYP.) CURB R"P/WDEWAkX_MME__
<br />NOT
<br />N.T.S. TYPICAL AT ATLOL 1EIEURSECTIONS
<br />IFTP-21-06) SIGN PER
<br />'4DOT INDEX 17355
<br />2" MIN.
<br />3" MAX.
<br />1-06) SIGN PER
<br />PARKING BY OT INDEX 17355
<br />DISABLED
<br />PERMIT (FTP-22-06) SIGN PER
<br />-rDOT INDEX 17355
<br />ONLY
<br />3/8" HOLES
<br />WITH HOLES DRILLED ON 1"
<br />HNE
<br />CENTERS FULL LENGTH IN
<br />1250.00 MAX ,,--FULL LENGTH IN METAL
<br />POST. (MOUNT WITH 5/16-
<br />7-- x 2 1/4'- BOLTS, TOP
<br />AND BOTTOM OF SIGN)
<br />0 3 1/8
<br />1
<br />5/8-
<br />-
<br />1 1/2-
<br />FA A
<br />1/4-
<br />-#/Fr.
<br />Wr. OF BLANK POST SHALL BE 2-2 1/2
<br />8907M A -A
<br />-on SIGN DETAIL-
<br />N.T.S
<br />ckwx F001IN
<br />NCTW
<br />1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE
<br />RUSTPROOF.
<br />2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH OF 3,000 P.S.I.
<br />3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND
<br />BORDER APPLIED TO A SHEET ALUMINUM 13ACKING (.080) IN THICKNESS.
<br />HIGH IN ACCORDANCE
<br />4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5
<br />WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED WITHIN MUTCD
<br />5. THE SYMBOL IS COMPOSED A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT)
<br />6. SIGN POST SHALL BE MIN. 2'-Om CLEAR FROM BACK OF CURB OR WHEELSTOP.
<br />7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE
<br />SUBSTITUTES FOR REGULAR BUMPER GUARD.
<br />8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY
<br />CODE.
<br />DISABLED PARKING MARKING TYPICAL DETAILS
<br />N.T.S.
<br />A,
<br />',MEDIUM BROOM FINISH
<br />12 SUBGRADE IN -SITU SANDS COMPACTED TO
<br />MIN 98% OF THE MODIFIED PROCTOR MAX. DRY
<br />DENSITY (ASTM D 1557)
<br />8" CONCRETE PAVEMENT, 28 DAY MIN
<br />COMPRESSION STRENGTH OF 4,000 PSI
<br />W/ 6 X 6 10-10 WWM
<br />DUMPSTER PAD
<br />CONCRETE PAVEMENT DETAIL
<br />NTS
<br />NOTE: THIS DETAIL TO BE UTILIZED IN DUMPSTER PAD ONLY
<br />1 1/2- CLEAR #4 BARS 12"
<br />MEDIUM BROOM FINISH
<br />O.C. EA WAY
<br />F
<br />8" CONCRETE PAVEMENT, 28 DAY MIN
<br />4" -1.
<br />COMPRESSION STRENGTH OF 4,000 PSI
<br />L#5 BARS 12-
<br />W/ 6 X 6 10-10 WWM
<br />1 CL O-C. EA WAY
<br />EAR
<br />12" SUBGRADE IN -SITU SANDS COMPACTED TO
<br />I,
<br />, 9
<br />IN 98% OF THE MODIFIED PROCTOR MAX. DRY
<br />D ID
<br />DENSITY (ASTM D 1557)
<br />HEAVY DUTY
<br />CONCRETE CONCRETE PAVEMENT DETAIL
<br />HEADER CURB NTS
<br />CONC. FILLER
<br />CUT
<br />CONC. FILLER
<br />VULKEM 116 OR 245 (NON SAG) JOINT
<br />MATERIAL TO BE INSTALLED PER
<br />MANUFACTURERS SPECIFICATIONS. PROVIDE
<br />LIGHT GRAY COLOR TO MATCH CONIC.
<br />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 />NOMI NOTE*
<br />FORM 24' X 24' NOM.
<br />X 6-
<br />W/ FULL 1
<br />EXPANSION
<br />JOINT
<br />(TYP-)
<br />FINISH GRADE
<br />1" X 2" X 1
<br />STAKE TO B
<br />REMOVED
<br />0
<br />z
<br />C* SAW CUT
<br />M
<br />1/4" WIDE b T z ur-tr
<br />CAULK SAW CUT
<br />PENETRATION FULLY.
<br />(SEE DETAIL THIS SHEET)
<br />1/4- RADIUS /2- CAULKING
<br />HAND TOOLEDA 1/2- MASTIC
<br />2' LONG #4 SMOOTH
<br />DOWEL 0 18" O.C.
<br />1" RADIUS BOTH SIDES
<br />PAVEMENT
<br />ELEVATIONS REFER
<br />PARKING LOT
<br />SURFACE AS
<br />SPECIFIED
<br />(2) #4 BARS CONT.
<br />TOP & BOTTOM
<br />F 6-
<br />H I
<br />11
<br />6 a
<br />A
<br />4" CONCRETE CURB EDGE WALK
<br />6"x6"-1.4x1.4 W.W,F.
<br />1" RADIUS
<br />2 - #4 BARS CONT.
<br />PARKING AS SPECIFIED
<br />- INTEGRAL CURB AND
<br />6" VERTICAL CURB DETAIL SIDEWALK DETAIL
<br />N.T.S.
<br />N.T.S.
<br />NOTES:
<br />1. ALL CURBING TO BE 3000 P.S.I. (c-D 28 DAY P.C.C. TYP.
<br />2. PROVIDE EXPANSION JOINTS @ 20'-0" O.C.
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