HomeMy WebLinkAboutConstruction PlansUlvOSSING�.i
PRI1,9.A VISTA
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SECTION 22, TOWNSHIP 36 SOUTH,.,, RANGE 40 EAST
PORT SAINT LUCIE, FLOf'IDA
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ST. LUCIE
.AUDERDALE
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INC
CONSULTING ENGINEERS R LAND SUR'VEN-4'ORS
2980 SOUTH 25TH STREET * FORT PIERCE, FLORIDA 34981 * (772) 484-`}7,37
STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION No 4286
FILE NAME: 20-142 BASE.dwg
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1NDEX TO SHEET
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DESCRIPTION
-COVER
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SHEET
2
I)EMOLITION PLAN
3
PAVING & GRADING PLAN
4-5
PAVING & GRADING DETAILS
100% CONSTRUCTION PLATS
JULY 149 2021
21t�1 _ c.�c7
REVIEWED FOR
CODE COMPLIANCE
S'T. LUCIE COUNTY
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ELIOT BROMNJ, P.E. FL. REG. N0. 8,-92
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PRIMA 'VISTA CROSSINGS ADA COMPLIANCE 20-142
SHEET 1 OF 5
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GENERAL NOTES:
1. Construct sidewalks in accordance with Specification 522. Use 6" concrete for Sidewalks And
Curb Ramps Located within Curb Returns (See Plan View) Install aft other concrete with
thickness as shown, unless otherwise detailed. in the Plans::
2. Include detectable warnings on sidewalk curb ramps in accordance with Index.522-001.
3 For Driveways see Index 522-003.
4. Bond breaker material can be any impermeable coated or sheet membrane or preformed material
having a thickness of: not less than 6 mils and not more than W.
5 Construct sidewalks with Edge Beamthrough the limits of any surface. mounted Pedestrian7Bicycle
Railing or Pipe 6uiderail shown in the plans. (See. RAILING DETAIL)
A (Utility Pole, Ex.)
Back of Sidewalk Variations
See Index 522-002 For Joints —
A (Signal Pole or Controller Base. Ex.) �
Curb or Curb And Gutter J Drainage Inlet -/
PLAN
A B C B C B c B C B A SIDEWALK WITH UTILITY STRIP
Vz s 5 5 5' 1 S' 5' S' S_`_L_5'_�, z'
LLEGEND:
Return Curb 4" Thick Sidewalk
Rigid Structure - 6- Thick Sidewalk
OPEN JOINTS ® Utility Strip
120' Max. 120' Max.
30, Max. 30 Max. 30 Max.
T ti -rV A-(UtNity POIe, Ex.)
A 0 0 D D D E D D F 0 D A
15' 1 s'. i 16Imo,_, 5' 5' y2' A
-I 1`
--)
4_ A G
Return Curb Drainage Inlet
R'Id
g 75th"�
SAWED JOINTS
LONGITUDINAL SECTION
LEGEND:
A %" Expansion Joints (Preformed Joint Filler) between the. sidewalk and,
driveways, sidewalk intersections, and all other fixed objects
(e drafna a lot is and utilit ales)
See Index 522 002 for Joints
A (Signal Pole or Controller Base. Ex.)
A A A
A
A
/
A
Driveway or Side Road
(Full Return Shown)
Drive
--J�
A
G A 13 I G pT Driveway or Side Road
Curb or Curb And Gutter �•,� (Partial Return Shown)
PLAN
SIDEWALK WITHOUT UTILITY STRIP
g 9 y p Utility
B- W Dummy Joints, Tooled Strip Sidewalk
Varies Varies
C- W Formed Open Joints -
0.02 Max
D-'iIir" Saw Cut Joints, 11/2" Deep (within 96 hours) Max. 5' Centers {
E Vie" Saw Cut Joints, IV' Deep (within 12 hours) Max. 30' Centers r i
_ Joint(s) Required When Length Exceeds 30' `O
F- W' Expansion Joint When Run Of Sidewalk Exceeds 12O'. Intermediate
locations when called for in the plans or at locations as directed by SECTION A -A
the Engineer.
Railing (See Index 515-052,
5I5-062, 515-070 or 515-080)
Clear Width
(5' or 6'. 5td_ 4 Min)
Sidewalk
_0.02Max.
G
Varies
45
0.02 Max
g,
Sidewalk
�..
Varies Based on Railing Used
SECTION B-B
RAILING DETAIL —
G- Cold Joint With Bond Breaker, Tooled
SIDEWALK JOINTS
GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS
RELAST
VISION DESCRIPTION: FY 2020-21 INDEX SHEET
17/Ot/]8 1700T'•,j STANDARD PLANS CONCRETE SIDEWALK
522-001 1 of 2
Curb Ramp
Face of Curb
3-6" White
Diagonal 6" While
Equally
Spaced
Per Aisle ^-r
WHITf m WHITI
Sign FTP-21-06
A d FTP 2206 C bR
Sign FTP-21-06
And FTP-22-06
n. ur o„•r Sign FTP-2I-05
And FTP-22-06
Face of Curb Sidewalk Sidewalk.
9� 6" White,p)
1,
.91.I-..9. 9 9' Y it �5•I I .I.- 1'-2-
3-6' White Diagonal w
.Equally Spaced Per Aisle.. �.
w �
WHITE m a�
TYPICAL
.Sign FTP 21-06
And FTP-22-06
Curb Ramp Curb Ramp
Face of Cur a< Sidewalk Sidewalk
1:4110.
"A" 6" White x� $ $ 9
(TJ I
Sign FTP-21-06
And FTP-22-06
Face of Curb
FORWARD -IN PARKING REVERSE -IN PARKING
''FOR ACCESSIBLE MARKINGS- SEE ABOVE.
DIMENSIONS-
6 9
,A•,
"13"
,C"
•Ir
.,E,.
45-
IT-0"
12-9"
7-0"
24'-0"
IT -a'
$ - PAVEMENT MARKING FOR PARKING
V
LAST DESCRIPTION: FY 2020-21
REVISION H
11101119 F� STANDARD PLANS
c -
H
Know what's below.
Call before you dig.
NOTES:
1) ALL ELEVATIONS AND
BENCHMARKS SHOWN HEREON
ARE RELATIVE TO THE NA71ONAL
GEODETIC VERTICAL DATUM
(N.G.V.D.) OF 1929.
2.7 S f
4" (Typ.)
4.53 S.F.
4- (Typ.)
(See Note 6)
=UNIVERSAL SYMBOL OF ACCESSIBILITY
NOTES:
1. Dimensions are to the centerline of markings.
2. An Access Aisle is required for each accessiblespace
when angle. parking is used:...
3. Criteria for pavement markings only, notpublic sidewalk
curb ramp locations. For ramp locations refer to plans.
4. Tint blue pavement markings. to match color 15180 of
Federal Standards 595a.
5. Mount FTP-22-06 sign below the FTP-21-06 sign.
6. Use of the pavement symbol, in accessible parking spaces
is optional. When pavement symbol is used, the symbol: Is
either 3-a' or 5"-0" high and white in color.
PAVEMENT MARKINGS
FIIyF RFF I FIELD BK./PG.I
INDEX SHEET
711-001 12 of 13
_ Iq
I Sr
2-0" Detectable Warnings 4:'£ 2'47 Detectable Warnings wroiiY•,S'' d/.f
V"
ISOMETRIC VIEW ISOMETRIC VIEW.
rnl
n 5-0" Shown
cf 4' 0" Min g ,n
c
w c o _ __ 45". ;
a _ / I °
3 r y
LTI`'it N
C ! tol3 p N p IW O �:
S Y
f in .1 I
utility Strip(Grass Or _ _-' Utility Strip
- —. --'
Pavement)
PLAN VIEW PLAN VIEW
NOTE: For Example of CR-A used in Radial Curb Rettmns, See Sheer S.
CR-A 8". For Type F.Curb CR-B
91' For Type E Curb
(Type F Curb Shown)
.Vanes
Gutter Line
s Varies 7-0— (Std.) 4'-0" Min.
Ramp Landing
Rdwy. PavL 1
! 002 Sidewalk _ 0.02
� Ram nip
q
-- SECTION A -A —
;o
SIDEWALK CURB RAMPS CR-A AND CR-B
LAST DESCRIPTION: FY 2020-21 INDEX SHEET
REVISION 'n FDOT� k�1.+:'3"li,'L.'1'.t�B�! E WARNINGS AND SIDEWALK CURB RAMPS
21107118 a STANDARD PLANS c 522-002 2 Of 7
Future Curb And
Gutter Construction 261 P,.Or As Shown On Plans F--. 9 „{ _ 1 5• __- ,,, 16 _ - ,
/�� $'a R L.—� j Same Slope As
r 6' -`- 4�.�- + g_ / Adjacent Pavement
A \ / \ Vi'. Exp. Joint f � r Joint Seal
Valley Gutter.. Curb And Gutter W' EJoint And
--- ^ U TYPE E Exp. �.
PLAN 16„ Preformed Joint Filler '-- Concrete Pavement
_,
-'I For details depicting usage adjacent
1' _.J.: - to flexible pavement, see Sheet 2.
TYPE A ,
-1r— t/ V i 9
9 R
—c Io — Sti 'I'i`. �•--) Joint Seal
e IN to �m
1
SECTION AA
TYPE F
��.-- ]0" -... i r' -�"'� Cont. Pavt. Slope To Exp. Joint And
P ( fit Driveway * I Preformed Joint Filler
r
TYPE B
lo
2'-0, { �6-� :. Joint Seal
N-0" _ Note: To be paid for as parent curb
SECTION BB DROP CURB
-- Standard Shoulder Line. q L
6" 1'-10" 7 2 Earth Berm 1 6" 2' -.-I.. Shoulder Pavement
-Conc. Pavt
h' Exp. Joint And
sC�/ M1 Preformed Joint Filler
f_ ...TYPE D
Note' For use adjacent to concrete or flexible pavement, concrete J p `t�, ®'.R�
shown Expansion joint, preformed. joint filler and joint seal are to ED F
SHOULDER GUTTER REV OMPLlp►Ie110E
required between curbs and concrete pavement only, see Sheet 2. V VldEr
Iwo
3 6
SECTION CC Truck Apron Surface• 1-" CIE COU14
•$i
Specified In The Plans — q —{ E"y Circulating CURB B®CC
a '- -
VALLEY GUTTER` Roadway Pavement
�k
When used on high side of roadways, the cross slope a` the gutter shall
match the cross slope of the adjacent pavement The thickness of the tip
shall be 6",unless otherwise shown on plans. 1 / \\ \0, yQ /j
V\cENSF ��
Q O. Rotate entire section so that gutter cross slope matches slope of adjacent 2 ?" _
circulating .roadway pavement. - - = * :NNO,TRAFFIC BEARING SECTION FORUSE IN..
For use adjacent to concrete of flexible pavement. For. details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION AO STATE OF r 4f
M1 usage adjacent to flexible pavement, see Sheet 2. Expansion joint, preformed TYPE RA �q,. A, P!(f
a ..joint filler and joint seal are required between curb & gutter and concrete �j �'. 4 RID(';.+G\tom\�
n pavement only, See Sheet z CONCRETE CURB AND GUTTER
c LAST 2 DESCRIPTION:-�
FY 2020-21 INDEX SHEET 1� �-i
REVISION I�iD CURB AND GUTTER El T BROWN, P.E.
11/01/17 w "` STANDARD PLANS 520-0011 1 Of 2 FL. REG. NO. 82232
y
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE a STUART, FLORIDA 34994
PHONE 772-464-3537 a FAX 772-4649497 a w .ct-eng.com
STATE OF FLORIDA CP.HTIFICATION Na LB 4286
BY I DATE
DESIGNED
BY .
Eli—
�DATE
I' 8J28/2C>
CALCS.
-
DRAW.N
LD
8/26/20
DETAILED
--
-
CHECKED
ES
8/26/20
APPROVED
AV N ' GW1 DIN TAIL
DATE:08/29/20 --�
HORIZ. SCALE: N/A
VERT. SCALE: N/A
JOB No. 20-142
SHEET 4 of 5 i
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