HomeMy WebLinkAboutConstruction Details1 MODIFIED 'D1' CONCRETE
CD -1 SCALE: N.T.S.
SURFACE ON LOW SIDE OF
PAVEMENT TO BE 1/4" ABOVE LIP
OF GUTTER -SURFACE ON HIGH
SIDE TO BE FLUSH WITH GUTTER
ASPHALT
PAVEMENT
/ R=314"
Typ
8, 8..
6"
a
- T-0"
ASPHALT
PAVEMENT
NOTES:
1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAXIMIUM) AND AT ALL POINTS
OF TANGENT OF CURVES WHERE R<20'.
2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE.
3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES.
4 MIAMI CURB
CD -1 SCALE: N.T.S.
10'
TRUNCATED DOMES
PER FDOT INDEX 304
SEE SHEETS 3 & 4
FOR PLACEMENT
4" SOLID WHITE LINE
THERMOPLASTIC
}�-
)o I ( I I I I I I I I oC
o I I I I ( I I I I I I �o
4' MIN.
R1-1
24" THERMOPLASTIC
/
WHITE STOP BAR
6" x 4-1/2" OR 6" x 12"
SIDEWALK CURB
2 SIDEWALK CURB RAMP
CD -1 SCALE: N.T.S. FDOT INDEX#:304
Is
72 Std.
6" Min.
Z -oil
*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE
GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT
THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN
ON PLANS.
DTYPE 'F' CURB CONSTRUCTION
SCALE: N.T.S. FDOT INDEX#:300
5' SIDEWALK
9 STOP BAR & SIGN LOCATION DETAIL
CD -1 SCALE: N.T.S.
r 5'-
4" THICK FIBER
2" R �—�67 �S%.71REINFORCED
o CONCRETE SIDEWALK
PARKING
THICKENED 6" THICK
TYPED' CURB EDGE COMPACTED BASE
LBR 40, COMPACTED
TO 98% AASHTO T180
10 CONCRETE SIDEWALK
CD -1 SCALE: N.T.S.
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC„ HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT, ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
1 10/18/12 LG/MS
REVISIONS
DESCRIPTION
OFFICE QA/QC
40
6" WHITE
STRIPES (PAINT)
3 60 DEGREE ANGLED PARKING SPACES
CD -1 SCALE: N.T.S.
s CURB RAMP WITH DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDCT MARKING INDEX#:17346
SAWCUT EXISTING PAVEMENT TO FORM
A SMOOTH AND STRAIGHT JOINT
MATCH NEW PAVEMENT TO EXISTING
MATCH NEW TYPE SP -9.5 ASPHALT
TO EXISTING PAVEMENT
EXISTING PAVEMENT
2" TYPE SP -9.5 ASPHALT
8" LIMEROCK BASE, COMPACTED TO 98%
OF MAXIMUM DRY DENSITY, AASHTO T-180
COMPACT 11" SUBGRADE TO 98%
OF MAXIMUM DRY DENSITY, AASHTO T-180
11 EXISTING TO NEW PAVEMENT SURFACE
CD -1 SCALE: N.T.S.
DRAWING INFORMATION I�L
FILENAME: PRESIDENT STREETS NEEL-SCHAFFER
SCALE: NTS
_
SURVEYED BY: SOLUTIONS YOU CAN BU/LD UPON
DSGN: FTW DATE: 05/02/2011 2925B 20th Street, Vero Beach,
DRWN: MDS/LGMDATE: 11/21/2013 Florida 32960 PH: (772) 770-4707
CHKD: FTW DATE: 11/21/2013
QA/QC: FTW DATE: 11/21/2013 FAX: (772) 770-4640 CA00008556
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7'
HIGH GRADE SHEETING
HIGH INTENSITY, SIGN R1-1
30"
- I REFLECTIVE MATERIAL
STOP 30"
6' TO 8'
NATURAL GROUND
_
/
1LIt
.
BETWEEN POLES
4' \
FOUR Y," X 20" X 3" ELL GS ANCHOR
BOLTS, NUTS AND WASHERS
7 STOP SIGN DETAIL
CD -1 SCALE: N.T.S. MUTCD 903.5.4 SECTION 2B.04
14'
)Nox LIGHT FIXTURES TO
MATCH EXISTING CITY
RIVER FRONT LIGHTS
ON RAMPS THAT ARE PERPENDUCULAR
WITH THE CURB LINE, THE DOME
PATTERN SHALL BE IN-LINE WITH THE
DIRECTION OF TRAVEL. ON THE RAMPS
INTERSECTING CURBS ON A RADIUS,
1.6" MIN. THE DOME PATTERN SHALL BE IN-LINE
< 2" 2.4" MIN. WITH THE DIRECTION CF TRAVEL TO
EDGE OF DETECTABLE 1 THE EXTENT PRACTICAL.
WARNING
0.9" MIN. 0.2" t 0.02"
vl O 1-1.4" MIN. INTEGRAL
/TRUNCATED DOME
O O � DOME
THE TOP WIDTH OF THE DOME SHALL BE A (MINIMUM
O O O OF 50% AND A MAXIMUM OF 65% OF THE BASE
DIAMETER.
TRUNCATED DOME
O O O O
BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES
PLAN VIEW
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABE WARNING CES THAT EXTEND THE
FULL WIDTH OF THE RAMP AND INTHE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE
BACK OF CURB
12 CURB RAMP DETECTABLE WARNING 1A I'///,
CD -1 SCALE: N.T.S. FDOT INDEX#:304 �����
`�. 1OEN % o
n r)
STATE
OF 'Q��
CONSTRUCTION DETAILS
PRESIDENTIAL STREET IMPROVEMENTS S'0^,`A
7
SEBASTIAN, FLORIDA
FRAgK T. WATANABE, P.E.
FL. REG. NO. 66735 `f
WORKING NUMBER:
NS.08024.017
SHEET NUMBER:
CD -1
EXISTING GROUND
/
2" SCHEDULED 40 PVC CONDUIT
.
BETWEEN POLES
4' \
FOUR Y," X 20" X 3" ELL GS ANCHOR
BOLTS, NUTS AND WASHERS
,.
TO
CONDUIT AND WIRE TO CONNECT
THE NEXT LIGHT POLE
COPPERWELD GROUND ROD Y" X 8' - 0" CONNECT
WIRE
TO GROUND LUG IN POLE WITH #6 COPPER
INSTALL WIRING PER EXISTING GAUGE WIRE
BETWEEN LIGHT POLES
PEDESTRIAN
LIGHT
SCALE: N.T.S.
ON RAMPS THAT ARE PERPENDUCULAR
WITH THE CURB LINE, THE DOME
PATTERN SHALL BE IN-LINE WITH THE
DIRECTION OF TRAVEL. ON THE RAMPS
INTERSECTING CURBS ON A RADIUS,
1.6" MIN. THE DOME PATTERN SHALL BE IN-LINE
< 2" 2.4" MIN. WITH THE DIRECTION CF TRAVEL TO
EDGE OF DETECTABLE 1 THE EXTENT PRACTICAL.
WARNING
0.9" MIN. 0.2" t 0.02"
vl O 1-1.4" MIN. INTEGRAL
/TRUNCATED DOME
O O � DOME
THE TOP WIDTH OF THE DOME SHALL BE A (MINIMUM
O O O OF 50% AND A MAXIMUM OF 65% OF THE BASE
DIAMETER.
TRUNCATED DOME
O O O O
BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES
PLAN VIEW
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABE WARNING CES THAT EXTEND THE
FULL WIDTH OF THE RAMP AND INTHE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE
BACK OF CURB
12 CURB RAMP DETECTABLE WARNING 1A I'///,
CD -1 SCALE: N.T.S. FDOT INDEX#:304 �����
`�. 1OEN % o
n r)
STATE
OF 'Q��
CONSTRUCTION DETAILS
PRESIDENTIAL STREET IMPROVEMENTS S'0^,`A
7
SEBASTIAN, FLORIDA
FRAgK T. WATANABE, P.E.
FL. REG. NO. 66735 `f
WORKING NUMBER:
NS.08024.017
SHEET NUMBER:
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