Roberts Road Temporary Sidewalk - Construction Plans - 07-11-1990CONSTRUCTION PLANS
FOR THE
CITY OF EDGEWATER, FLORIDA
ROBERTS ROATO
TEMPORARY S/DE WA LK
Ar"
SY}RNA BEACH
PREPARED FOR:
/' �-�-- � Avimc occw
CITY OF EDGEWATE R., FLORIDA s""
CITY OF v>'' \� � ` � ` INDIAN FVVVt
� EDGE WA TER � �N� �
MAYOR �\�. 'Alp" \ ,
INDEX OF SHEETS DAVID L. MITCHUM
/
COUNCIL MEMBERS G �� �• \�'
1. COVER SHEET. GIGI BENNINGTDN RUSSELL A. GOLD
2 -8. PLAN & PROFILES. THOMAS A. FISH DANNY K. HAYFIELD
9. DETAILS &SPECIFICATION. UTILITIES DIRECTOR
CARL R. OVERSTREET `;`, rxorscr cocArrov-
TO rrrusvure y
PREPARED BY: PROJECT 87=400.29
MAY 1990
0010
ENGINEERS SURVEYORS SCIENTISTS PLANNERS
ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA
JUL 11 199r,
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ORLANDO - 1505 EAST COLONIAL DRIVE - P 0 BOX 538505 4 ORLANDO FLORIDA 32853-8505 1
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CADD NAME DATE
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME
25+00
26+00
ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS
ORLANDO •1505 EAST COLONIAL DRIVE • P O BOX 538505 • ORLANDO FLORIDA 32853-8505
JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 JACKSONVILLE, FLORIDA 32256
27+00 28+00
PLAN & PROFILE PROJECT NO.
87— 400.29
DATE MAR 1990
30TH ST. - ROBERTS ROAD SCALEHORIZ. : 1•-30'
STA. 19+40 TO STA., 28+80 ART.. 1 "-2'
CITY OF EDGEWATER, FLORIDA SHEET 7 OF 9
JOL 11 1996
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EDGE .S 7Xh4'er
4'
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7r !o'
/ " TYPE,g ;tZZ �4C SC
Exis r/NG
ENSURE 6 "sNEZZ
BASE(,SEE .va T-- BEi-dk/)
SECTION "A -A"
PLAN
ND TE : EX197-11 /6 .q//�LL ROOD MY PIWC /S
T YP/LAL L Y 6- 1 THlekl 4 RE-E T9 OR
DF�V-
S'ITY. CON71VA('7"DIC TD EN544CE rNAT
911-1Z1L RV(2k //V PEACE PICVR Ta A9 -
Ph;9LT 4PPLI'CWVAI 1JEET,- 6'' NIIN.
T#AI-XI1/E95 7-3 q6 % VPIF7ED Plf4C'T4R
.P1W 1 rY ATM P- /55- 7
PAVED APRON DETAIL
PAVEMENT AT INTERSECTIONS
- *A
PLAN COS.
5' 5/0EWA1- K S1,48
EO.P. ,zA
PROFILE - 51
—„�
G
.S
SECTION "A -A" ---� - -- -
CONCRETE CURB TRANSITION PC.
9 /0' 6 '
1{6 'C L . FEivcE
i�
,-3 "PVC ,
oRA�N-�
A
- -� R�CZO ATE ey R/W
S'eave. COR5
(SEE 1tE7,fl/L)
- WING {-C,4N,4L E,45E,1f,..,4/T
FOar rve -
UL,4 ---
trYP. 3 f'LS) _--- --- --
CULlet r
CANAL
3"�!Q• PyC OR,q�n/ \ 6 " /M1rV. l x 25 ' �'O�tr�'- S/vEWgLK
_ �-- -- - -
W/I/8
S SYvEwXtK CD,V ST C0�1/C. S/Il�/.4L K
8' W/OE 1,✓NE"R£' FOSS/BEE
RELOCATE 1,./1rAlOa T OV&r- 9 f1,4NG/A1G
— "L :4NAC " MAKKER rNP VAL L
- -$ - --I-
ROBERTS ROAD PLAN AT CANAL
FL A T
L
-� /11A TCg EXIST.
CRADF, CREArE
YZ , yA A10 R/OGE OR
x ~"� OfOP-OFF
CROSS -SLOPE OPTIONS
MARKING ACCROSS EXISTING PAVEMENT
OPr/ONAL; _ I I PEA✓ETRAT/ON TYPE
- A 3PNAL T lt// SAW
4 "-gHELL 9A SE SEALER SURFACE,
CONSTRUCTION
TYPICAL SECTION OF 5' SIDEWALK
�08ERTS ROAO R/w
3D' l
/r� r . r
_� - 2
jA wig - CONC. 9/oE11ALK
C
TU9VLI4R rAUR,KIrl'
.�_AT CANAL CH0551AA*
S'OL/17 W1-1/TE 4 '1 \
EDGE TH 4FF1C STR r PE _
at FPO 7- WOEX W. 600
SIDEWALK SECTION
�PLAST/C
SLEEVE /N
CONC.
FENCE
POST �
'\,EPoXY GROUT
e
ONC. SIPEWAI K
4"syEzZ 9A W/x6 -10x10WWAI
E.Y/97' CUL i/ERT 0VC. BQG ENOWAL L
c
CAWA L BOTTOM
NOTE. TD EIV SURE- IN72T 6,i 'I T Y OF W9LL rUR111l(3 CM( TRI�� T/Q�V ,4S Y
�' 1 /�9C3E✓ 1CZ75l/Z-i7Wq �79iU9T4�L/C' TVN..
FENCE INSTALLATION DETAIL
Ch2ln Llnt foOrk No. 9 CogW. Z'
- Mean. Twts!oj Ard Bort,*J Top A
A.-d Bo rh;.m S orry d
Tor►tion WIrW ' !z'CWnlers Roll r,p r Olv, yen
To . •?r� �tc11 ' :;:'
Tres o I 8 ocel Truss Rod 6 ' �i}, {,;'t,•';,"�,
TurrOLctlo
"
of
h x : .:
\ �>•ro�► kale<aroal
TWrulgc� w1re i i `Corner. Eno Or
Lena Poll Pare F..a r
Tlos Al teCenle✓s
ii. Concre/e 9ase
CfLAwroj I'
• Nv ru r ul G r ua.,nd
TUBULAR POST ILLUSTRATED � � At
LE T p J LS OF TYPE B FEPCE
NoTEs
Atiba'rrw U b be us a! my ~ ell d for In tAW props.
At QU&D'&-ts to allasl in ::rc.'' .. rssfra:rd. 04-isj.s o:l3,r0'14e w70d
for In ;L.au. dlydct : of rootr,;l;d orll Go os lc.Am4:
too Outward on 11w)rra1 0"0--t riylta of .,y lrr.*.
(OJ OulOrd a') aA-drCWVj 'L"4-j rherd of ., . -hw.
lcJ 0.,nrord frc.n olllltlos ,(, ::i:,7t., !„"l;rrol kr.;rlal wlMrn
tl,1r.,� r ! ► 4; w uy ,
lulor,afatl,;,al.outfolrs. relor-,;looU Cabs.
;,,.,;4jrl lx,%' /o6.
(WJ bwrJ on yoctlrl�,.� r;�rs.
TAW APorft ak0be Om.orW to prarfde C drhp fIl ever !r►e ko of P.Ws
ati A, o.•cA c x.+.:.,re v);�L,.ts.r(a
A/roCc-eds to w ;)kj4 %)r odor rra c4;.wtc0 Ljil prk.a for F,r.;lfq.
)ype tl ( With 6,jib *lee All..,i...-.I )Lf.
ROBERTS ROAD SIDEWALK
CONSTIZUCTIOlN SPECIFICATIONS
01010 SU`►IMAR1' OF \VOF�K
A. GENERAL
I. Work includes, but is not limited to, construction of a temporary
sidewalk on Roberts Road from Silver Palm Drive to Hibiscus Drive,
and a permanent sidewalk crossing the railroad to the "%I" school
presently (06/90) under construction.
2. Sidewalk is provided primarily as a transportation link between new
school "M" and the Florida Shores neighborhood, and is intended as a
mixed use facility for bicycles and pedestrians visibly separate but
parallel to Roberts Road.
B. LAYOUT
I. Contractor shall layout and mark location of sidewalk on the site.
Before starting construction, obtain approval of layout from City
Engineer. `lake adjustments as required.
C. VAINTENANCE OF TRAFFIC
I. Contractor small maintain vehicular and pedestrian traffic during the
contract time in accordance with 11UTCD for construction zones.
2. Contractor shall provide adequate detours for side street apron
construction to be coordinated with City Engineer.
3. Contractor shall not prohibit dri-veway access to private property.
4. Contractor shall use flagman and temporary traffic control devices in
accordance with M.U.T.C.D. for construction of canal crossings.
5. Contractor shall coordinate all construction activities affecting the
Florida East Coast (FEC) Railroad crossing with the FEC and in
accordance with the permit.
�2200 EAI:THl1ORK
A. CLE-Al"1NC
l . Contractor shall clear and haul a%vay grass .and vegetation from
sidewalk area. Clear no more than necessary for construction.
?. Contractor sh:,11 remove and relocate uarninf, signs, ;card
posts, stop signs and other traffic control fcat ures.
\VA ri-,)N
I. Contractor s:iall ')a\ xit a ccroi s,-ctiori for c--onstr-icti.)n of sidc•tiL'111:. A
nixed -in -place '),ise may 5c ��ccr'ptable using; on-.;ite rnatnrills with
.,dditF/cs if c,t,al to shell 5a-w. Pro'✓:,1:, tndcPcn(:cent Florida ;:cf;ist^rcd
Professional Engineers soil tests for city Crzginccr's approval of
proposed pa✓ernent section. The City of Ld-cwatcr will proiide its 0%vn
soils tests for duality control cluring construction if deemed necessary
by the City Engineer.
SHELL 13,�S1✓
1. The base course shall meet r equircmcrits of F,,)OT Section 25!J - Shell Base.
FULL 0E7PT -1 4 5P�1gL T 1`W yi1V6,
A4*1
-72— EX/ S T/lV< CO/VC• T/E" -
r. _
5/OAJ J0AV T r T Y,
�- No 4 B,4Rs
S "X ice'' CONCRETE
h/E,4DE�7 CURB.
SECTION T'HRU CROSSING
(LOOKING SOUTH)
A%E47 E.- is Tmzt/ 7 gz�9CE TO f a 6 / S/DEWAI-✓< — -�
BaNO 1V&W,45PN,g1-r TO
ODD.
--- 7,4FFR 4- f
ze-J1,57/i1/G T
FL/LL ,DE,PrfH IW5j` WXLT lz::A�/it/G
BE-T`VEFAI
ZL/RB S .
SECTION A -A
CROSSING DETAILS,
02600 SURFACE TEE:1T',iENT AND PAVING
A. The prune shell lase shall he primed in accordance with FDOT Section 355.
using:
I. Emulsified asphalt applied at a rate not less than 0.15 gallons pc, -
square yard.
2. Sand -bituminous hot mix containing ;our percent asphalt cernent
ap�llcd at the rate of ten pounds per square yard, FDOT 300-6.5.
B. The asphalt surface course shall meet the requirements of FDOT Section 333
- T�-pe III Asphalt Concrete.
�2S�� TI-1 �FFIC STRIPES
A. Traffic stripes s'Aall be applied along the southern edge of Roberts Road, and
double bik-c trail lane delineators at all intersecting streets and paved
drivc%vays as des: rued lelov.:
1. Provide 4-inch (along southern edge of Roberts i.oad) and 12-inch wide
w'-lite painted traffic stripes (at all intersecting streets and paved
driveways), wit'l �1ass spheres meeting require.rients of i-DOT Section
715 - Painting Traffic Stripes for reflective traffic paint.
2. .alternate 31(-.' 1: Provide theNnoplastic traffic stripes meeting FDOT
Section 711 - Thcr-noplastic Traffic Stripes and %larkings, in lieu of
painte:l stripes.
�2' 5 ROADSIDE TF2.'1FFIC Sl(j'�S
A. Contractor s;iall move stop suns zis required Lnc1 replace dr;im,,t,c
components and install tu!)u!ar narkcrs all in acCordaricc LL•ith applicablr,
portions of FOOT Section 7 ') - liilvv ay Si�,ning.
I. kj-'e alulr1inu•n :,ancls.
CHAIN Ll\il: FE C:Iti`i
:1. Con t,'.lctor s�1-1i1 pro li,J-: sh0 p dra :L inl ;S to Cl ty i_rlMeer for approval prlJ( :J
construction. In addition, tiie fence shall le constructed as described bel�jw:
I. 1=encing shall iiect rc �uirc;nents �f I -DOT Section 966 - Ictal Fencing
Materials (`)66-1 T� pc 13 Fence).
2. Framcworl; slia!l be 2-rail, top, and Jotto.-n.
3. Fabric shall be minimu im 9-baugc, 2" x 2".
4. Cement concrete sidewalk construction shall 5c coordinated to include
the mounting .sleeves in the concrete slab.
033"0 CAST -ICI -PLACE CO`'C ",ETE
A. Contractor shall construct concrete in a fixed form as a cap over existing
headwalls, extending to the pavement as shown on the drawings. Three
(3)-inch diameter PVC trans -verse ,vccp drains shall be provided at the lov.,
points. Steel fabric and fence frarne sockets shall be provided as detailed.
In addition, the concrete shall:
I. Be in accordance with FDOT Section 359 - Ce-nent Concrete Pavemment,
with Class I cement concrete minimum 3,000 psi, 25-day' compressive
strength;
2. Be broom finished.
B. Transition Curb: Cast -in -place transition curb shall be constructed in
accordance with FDOT Section 523.
�- =-� � �,ti1Et1 T CONCRETE
I
� SMELL ,BASE
TYPICAL SECTION
PERMANENT SIDEWALK
J1l I I 10.�