|
T
<br />O
<br />2
<br />2
<br />>
<br />2
<br />}
<br />1'-0"
<br />ROLLING RACK
<br />o
<br />MODEL RR3H OR
<br />I-
<br />6 "
<br />H/C SIGN
<br />H/C
<br />WHITE
<br />PER FDOT INDEX 13355
<br />STRIPING PER FDOT INDEX 17346
<br />APPROVED EQUAL 24°
<br />....
<br />..
<br />--9 —� '
<br />—--- ----------
<br />(" —�—' — `�
<br />I I
<br />Tie boom with
<br />1- re4or continuous
<br />1 ' swing gate (typ.)
<br />a
<br />O
<br />Q
<br />w
<br />Ir
<br />u,
<br />o
<br />X
<br />O
<br />V)
<br />w
<br />�
<br />U)
<br />w
<br />�
<br />R—
<br />2
<br />2
<br />( „ (
<br />8 din. Steel bollards
<br />C ' � o conic. ;=Hied (tyA)
<br />ciecrance min.
<br />¢
<br />v
<br />O
<br />uJ
<br />F=
<br />cc
<br />O
<br />U
<br />O
<br />}
<br />CL.
<br />—
<br />U
<br />_
<br />_
<br />CD
<br />. , r„ ., .....s
<br />day.. .r
<br />r
<br />,....,._.__...._ :..z..
<br />r,,.,,,. ....._.., r .<..........
<br />r.
<br />,:.,In
<br />( v I
<br />I I}
<br />!�5 t center
<br />drop
<br />LL
<br />uJ
<br />z
<br />O
<br />F
<br />PARKING BY
<br />DISABLED
<br />n
<br />4s" I( 1z ( I
<br />Max ! Gearal7ce min. (
<br />`s
<br />Grade
<br />c��
<br />m
<br />a
<br />o
<br />a
<br />Z
<br />>
<br />Z
<br />z
<br />>
<br />.I
<br />PERMIT
<br />co
<br />I
<br />s"
<br />o�rnvc�
<br />o
<br />w
<br />w
<br />ONLY
<br />6" BLUE
<br />s,
<br />I ( I swing gate (typ.)
<br />s' concrete
<br />tslab with
<br />cc
<br />Cr
<br />(L
<br />a_
<br />�
<br />oo
<br />u>
<br />co
<br />r�
<br />W
<br />1-
<br />3/8" HOLES WITH HOLES
<br />DRILLED ON 1" CENTERS FULL
<br />€
<br />.,
<br />fiber
<br />(mesh
<br />Min. ( I 8'x 16" concrete footing -
<br />L — — — — = — — _ monolithic, rein 6 thickness,
<br />I I w/ 2 .#5 re#rar {typ,) t 4 / 10x10 W.W.F'
<br />LENGTH IN FULL LENGTH IN
<br />'""
<br />ELAN
<br />r
<br />o
<br />o
<br />0
<br />r
<br />r
<br />o
<br />_ $250 FINE METAL POST. MOUNT WITH
<br />3:
<br />dropIrl t,al
<br />F.S. 318.18 5/16 x 2 1/4 BOLTS, TOP AND
<br />Et
<br />N.T.S.
<br />•—
<br />,-
<br />O
<br />,-
<br />04
<br />n
<br />CO
<br />t7
<br />d
<br />C7
<br />N
<br />,—
<br />O
<br />z
<br />BOTTOM OF SIGN)
<br />IN -GROUND
<br />auJ>- cn -OZco
<br />¢ Q
<br />CITY Of ZEPHYRHILLS, FLORIDA
<br />® Ch
<br />Z
<br />SURFACE
<br />T
<br />o ANCHOR
<br />T
<br />PusL�c vraR►cs nDnAIrIlsrRnxloni
<br />Q
<br />o c3 m Lu z a
<br />Q W° m
<br />w W
<br />t`
<br />o
<br />,-
<br />C?
<br />ONEMOUNT
<br />12
<br />4 CONCRETE
<br />NOTE: SIDEWALK "'EE
<br />MOUNT
<br />eY o,,x
<br />OtUMPSTER ENCLOSURE
<br />o c o
<br />' w
<br />a
<br />? O
<br />r
<br />A A
<br />y ; 6„
<br />BLUE 6" BLUE
<br />z
<br />„ -'
<br />w
<br />ASTA A53 SCHEDULE 40
<br />STEEL PIPE AND
<br />HOT -DIPPED GALVANIZED
<br />-" i—i�- 2375"
<br />� em N,
<br />rw o�1> ,nil APP, eY of a
<br />o Z a cc o <t
<br />�, a a
<br />o U
<br />Cr
<br />M
<br />o
<br />i
<br />Q
<br />O
<br />Q
<br />U)
<br />Al
<br />WWW.DERO.COM OR BICYCLE
<br />EQUIVALENT
<br />RACK DETAILS
<br />I — — — - - — _
<br />r-------
<br />— — . (
<br />-o---I
<br />q�u,tui+u,IaDlnnrr„p/
<br />NTS
<br />( 8" die bollards
<br />( . Steel b
<br />conic. Riled t
<br />' {
<br />�
<br />r * ( 6 d Steel Pe
<br />I •
<br />a % ed
<br />° 2
<br />,.
<br />I yP-)
<br />U d
<br />ii ( w can e, painted
<br />° traffic towto
<br />•'$ s�
<br />1111-7
<br />3 1/8
<br />I I I "
<br />5 8°sLZ
<br />�'
<br />s s ,l
<br />WHITE
<br />�y
<br />FILL WITH
<br />CONCRETE
<br />( 8" conic, ;lab
<br />(
<br />' I 12' 12`(
<br />�-{
<br />maxmin—,I
<br />Clearance min. cieorarloe
<br />I !(
<br />O
<br />I ( 3'—S' i
<br />3'cone. ftg
<br />crown top of ftg.
<br />* r• NO. 84516
<br />x
<br />s 10 STATE OF
<br />p '; i• �RF
<br />- p 05/21/2018
<br />''a� W1•`•.:
<br />',, ". `
<br />1 1/2�
<br />1'-0„
<br />_
<br />ti
<br />shy°,
<br />„
<br />x 6 WHITE
<br />6" DIA GALV STEEL PIPE °
<br />PAINT YELLOW
<br />S eke 0
<br />( I}} jt
<br />! si') . ( 1 p
<br />j
<br />4. OR
<br />©R 1
<br />'%� S-•
<br />.,///S� ...,.
<br />CONCRETE1.3
<br />,.
<br />y
<br />s :
<br />CU
<br />min.
<br />I '�—Q�
<br />:..'
<br />1
<br />7llf(1tpgltlAllfl N{iNttt�
<br />FOOTING?
<br />1 1/4"
<br />SIGN DETAIL
<br />x. £
<br />°a.
<br />FINISH
<br />Drop
<br />,
<br />prcs hole
<br />N.T.S..
<br />f h."Bi
<br />PAVEMENT SURFACE
<br />GRADE
<br />(t.) BOLLARD DETAIL
<br />METAL POST
<br />,xi.:
<br />-
<br />N.T.s.
<br />Me beam with
<br />2- mbar continuous
<br />T. S.
<br />�
<br />WT. OF BLANK POST SHALL BE 2 2 1/2"#/FT.
<br />(
<br />I
<br />12'
<br />5'
<br />T
<br />I
<br />VARIES ° d a Q°
<br />d
<br />1'1` ^learance m1n.
<br />cieara<+ce min
<br />T
<br />O
<br />N
<br />SECTION A - A
<br />\/\\�\
<br />Q
<br />w
<br />� o
<br />6' drop pin
<br />1-0 at 4' center
<br />■
<br />0
<br />¢ O rn N
<br />g gate {tyP,)
<br />H/C SIGN PER FDOT INDEX 17355, FTP-20-06
<br />`Q ° (ea 1
<br />N
<br />Grasfa
<br />Crude
<br />w m c
<br />& FTP-21-06
<br />° (
<br />4
<br />14"nff
<br />•
<br />-' oc
<br />¢ — r O
<br />12" DIA ° 4° ° �° aI
<br />8' 3000 p.s.L Concrete slab with fiber mesh reinforcing — monolithic, min
<br />�' 6' thickness, 6"x8'/ 10x10 w.W.F.
<br />i
<br />Z
<br />U 7 w r CC
<br />co Z
<br />CONCRETE L J`
<br />°
<br />d
<br />6"x1V concrete footing w/ '2— # continuous rebar
<br />CITY Of ZEFHYx}NIiS, FLORIDA
<br />�
<br />co Q� < Q
<br />a °4
<br />n (�
<br />(typ ELE Y A t ILlIY
<br />liRA711�� FUS£IC WDRK8 ADMINISTRATION
<br />CD 0 Z (3 Ci
<br />HANDICAP PARKING SIGN DETAIL
<br />HANDICAP
<br />HANDICAP PARKING PAVEMENT MARKING
<br />N.T.S.
<br />rimeY DUMPSTER N RE rWiW
<br />�,B,�
<br />(,,�
<br />Cc z I— 5--
<br />W Z a w
<br />DAZE DE PFION APR ° 2 Oi 3
<br />Z J � >
<br />NTS
<br />NTS
<br />TYPICAL BOLLARD
<br />NOTES:
<br />o =
<br />w z z
<br />NTS
<br />1.)
<br />WALLS
<br />New construction: maximum 6'-0" high and constructed
<br />CONCRETE MASONRY WALL CONSTRUCTION
<br />—u � tr
<br />� 1---
<br />of concrete block (8"x8"x16"). Materials used should be
<br />Materials, construction and quality control of masonry shall be in accordance
<br />U U
<br />consistent with those used in the construction of and
<br />architectural style of the principal building.
<br />with applicable Florida Building Code / Local Code Minimum Standards.
<br />Q
<br />LL_
<br />1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
<br />$"
<br />2.)
<br />FOOTINGS
<br />Grade 60. Vertical reinforcement shall be placed in the center of the masonry
<br />be held in
<br />1
<br />W
<br />i-
<br />6"
<br />3.)
<br />8"X16" concrete w/ 2 - #5 continuous rebar embedded.
<br />CONCRETE SLAB
<br />cell, and shall position at the top and bottom.
<br />2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
<br />2"R
<br />° 4
<br />Monolithic, min. 6" thickness w/ imbedded 6"x6" / 10x10 welded
<br />wire fabric (W.W.F.), 3000 p.s.i. with fiber mesh reinforcing.
<br />more than one horizontal in six verticals (1:6).
<br />3. Horizontal wall reinforcement shall be standard truss type DUR-O Wail (or
<br />° . PAVEMENT SURFACE
<br />°
<br />�p
<br />4.)
<br />CONCRETE FILLED CELLS
<br />With I - #5 vertical rebar tied to footer steel at each corner and
<br />every 4' o.c.
<br />equivalent) at 16" o.c,
<br />4. Hollow Load —baring Concrete Masonry Units shall be normal weight
<br />O
<br />""'° y,
<br />.44 .,
<br />°
<br />5.)
<br />GATES
<br />Constructed of min. 1-1/2" diameter galvanized tubular steel
<br />conforming to ASTM C-90, with a minimum compressive strength of 1,900 p.s.i.
<br />5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all
<br />cc
<br />g. ° ,
<br />° Q a c ° a
<br />°,
<br />c0
<br />8 a °
<br />w/privacy-type slats inserted in galvanized steel mesh fabric,
<br />hinge mounted on min. 3"diameter steel
<br />masonry in running bond with 3/8" mortar joints. Provide complete coverage
<br />face shell mortar bedding, horizontal and vertical.
<br />O
<br />d ° ° ° ° . ° 9 ° ° e
<br />° a ° ° °
<br />a
<br />galvanized post.
<br />(Gates and post constructed and installed per applicable building
<br />code by licensed fence constructor),
<br />6. Coarse rout shall conform to ASTM C 476, with a maximum aggregate size
<br />9
<br />a ° . s a
<br />- -
<br />a ° °
<br />6.)
<br />DROP PIN
<br />of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 p.s.i. at
<br />28 days.
<br />U.
<br />- 0 .: 1'4
<br />° $
<br />-4 c °
<br />�' EXPANS ON JOINT °°
<br />.° ° I
<br />a.
<br />° a
<br />° °°
<br />1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole
<br />s ��
<br />In asphalt provide a /4 p v.c.
<br />to rq ash t r
<br />" into concrete for
<br />3 an
<br />7 Minimum 3" x " clean -out course
<br />s
<br />� , „
<br />DETECTAbLI;,° � 1 /2 PRE FORMED °
<br />°a
<br />s
<br />sleeve, 6" long, ore ual.
<br />equal,
<br />of all cells to verify grout p masonry
<br />placement. Clean -outs be seated on
<br />inspection — provided in accordance with ACI 531-4,6, and before grouting.
<br />WARNING SURFACE. or °° JOINT FILLER (ALL a
<br />°
<br />a Tr e AROUND)
<br />T) SOIL
<br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 Soil bearing capacity to be at least 2,500 ps.f. S. Prior to grouting, the grout space shall be clean, with no mortar projections
<br />4
<br />A CONST 4" THICK < 4 ogo°n 0 6060°0°0 ° ° . A ° < A
<br />CONCRETE RAMP a °m°°o�®°6°°0°0°0°�°0°°°° n
<br />,4 ° °0 -.0 o0(0pq0�0 ° P
<br />4 ° °0--° U°6°6°O-O°O°° 4
<br />° °° °°°°°°�°Q°°°° ° SIDEWALK
<br />a° o0Qoo0°Oo0o0°0°a° a
<br />11 11
<br />TYPE D CURB
<br />8.)
<br />BOLLARD
<br />3' 6' high, 6"diameter steel pipe bollard with concrete,
<br />9 P p
<br />painted traffic yellow, imbedded 3'-0" deep in 18" concrete
<br />foundation, (See Detail)
<br />greater than /2", mortar droppings or other foreign material. All cells shall be in
<br />vertical alignment, and shall solidly be filled with coarse grout as specified.
<br />9. During placing,
<br />g p 9 grout shall be consolidated with flexible cable vibrator. First
<br />grout pour shall be stopped a minimum of i-1/2" below the top of the middle
<br />on beam masonry.
<br />6' I 5' STD 6' I PAVEMENT
<br />5
<br />NOTE:
<br />Page 3 of 3
<br />0
<br />44" MIN
<br />-0
<br />/<
<br />. COLORS OF STRIPES SHALL BE WHITE AND
<br />RED REFLECTORIZED WITH A MATERIAL THAT
<br />;:;:::. ::..
<br />=::
<br />;:::::: :.;;:
<br />SMOOTH, SEALED TER SURFACE.
<br />HAS O OUTER SU CE
<br />a. ° a.
<br />6„ -
<br />;:
<br />2 ALL WOOD SHALL BE PRESSURE TREATED
<br />°
<br />3/4"R
<br />Cn
<br />a °
<br />TYP .:;:...
<br />=
<br />::::.::::::;
<br />=
<br />3. ALL HARDWARE SHOWN TO BE
<br />- °
<br />°.
<br />06
<br />EXISTING
<br />iD �r
<br />GALVANIZED COATED
<br />T 4° °
<br />4
<br />SECTION AA
<br />GROUND .-
<br />r
<br />:..
<br />°
<br />M
<br />TYPE CR-A HANDICAPPED RAMP
<br />- _ . :>;:::>-
<br />-:_;;; .
<br />_ .x.. ::._
<br />°
<br />° °a
<br />PER FDOT IINDEX 304
<br />A
<br />$"
<br />Z
<br />W
<br />NTS
<br />(�
<br />2"X4"X7' 11
<br />O
<br />Q
<br />uu
<br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300
<br />W
<br />ELEVATION
<br />� �
<br />~
<br />TYPE "F" CURB
<br />Ud
<br />a
<br />NTS
<br />SIDEWALK BARRICADE
<br />1/4" R PAVEMENT 1
<br />NTS
<br />1' SURFACE
<br />°
<br />q
<br />N G'
<br />a
<br />u
<br />°
<br />S
<br />H
<br />RIBBON CURB
<br />E
<br />NTS
<br />T
<br />N
<br />0
<br />
|