TSDOR 2017 CONSTRUCTION PROGRAM - Southwest … · 4' ficus hedge 4' ficus hedge column 2'x2' conc....
10
820 817 4 33 4 26 27 17 20 A1A 1 7 20 23 25 21 22 28 29 30 36 31 32 10 5 858 29 736 595 COOPER CITY DAVIE DANIA P E M BR OK E P I N E S HOLLYWOOD F l o r i d a ' s Broward Blvd. D a v i e B l vd . C OA S T F l a m i ngo R d . D a v i e R d . T a f t S t . S h e r i d a n R d . FT. LAUDERDALE HOLLYWOOD INTERNATIONAL AIRPORT AIRPORT LOCKS Pop. Pop. Pop. Pop. Pop. 822 NORTH PERRY M I R A M A R New River Tunnel 23 34 25 30 36 31 Pop. 75 95 93 91 84 9 9 817 848 842 842 5A 858 95 441 7 S E M I NO LE I ND I AN R E S E R VA T I ON 820 822 A1A 848 Port Everglades E A S T F L O R I DA C . S . X . 818 N o r t h R i v e r C a n a l N . F o r k N e w R i v e r T a r p o n R . C a n a l S n a k e C r . C a n a l Dania Cut-Off S pu r West Lake S-13A N e w C-11 C - 11 C - 10 16 S . W. 124 A v e . S t r ee t Exit 53 G r i ff i n R o a d H o ll y w ood B l vd . HO LL Y W OOD S ti r li ng Rd. 13 24 18 17 19 27 823 822 858 4,933 121,697 13,024 40,663 20,791 47,217 N W 27 823 S W 148 A v e . S W 142 A v e . S W 136 A v e . S W 160A v e . We s t o nR d . S W 160 A v e . O r a ng e D r i v e Stirling Road Nova D r i v e S W 40A v e . Exit 54 R i v e r l a nd R o a d 5 P a l m 858 30 25 24 19 824 P e m b r ok e Road 595 G r i ff i n R d . U n i v e r s it y D r i v e M i r a m a r P a r k w a y M i r a m a r P a r k w a y R e d G o l d e nS ho eR o a d RESET Hollywood Blvd. (Pines Blvd.) Pop. Exit 10 Exit 28 Exit 27 Exit 26A Exit 29 Exit 25 Exit 24 Exit 23 Exit 22 Exit 21 Exit 49 Exit 7 Exit 6 Exit 5 Exit 4 Exit 2 Exit 8 Exit 7 Exit 6 Exit 5 Exit 4 65,452 LENGTH OF PROJECT 1 INDEX OF ROADWAY PLANS GOVERNING STANDARDS AND SPECIFICATIONS: KEY SHEET REVISIONS town of southwest ranches CERTIFICATE OF AUTHORIZATION #25912 VENDOR NO. 20-0930234 PROJECT LOCATION OF Contract Documents. Specifications for Road and Bridge Contruction, as amended by revised Index Drawings as appended herein, and 2015 Standard Florida Department of Transportation, 2016 Design Standards and http://www.dot.state.fl.us/rddesign/ at the following web site: For Design Standards click on the "Design Standards" link http://www.dot.state.fl.us/specificationsoffice/ following web site: Construction click on the "Specifications" link at the For the Standard Specifications for Road and Bridge BROWARD COUNTY HAVE CHANGED DUE TO REPRODUCTION. NOTE: THE SCALE OF THESE PLANS MAY P.E. NO.: ENGINEER OF RECORD: PLANS PREPARED BY: SHEET DESCRIPTION SHEET NO. TO BE SUBMITTED TO: ROD LEY, P.E.,LEED AP, CPEEC NO. SHEET YEAR FISCAL DESCRIPTION DATE ROADWAY SHOP DRAWINGS ROADWAY PLANS JAMES F. NOTH, P.E. 32652 DATED 5/2009 WITH REVISIONS 1 & 2 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FEDERAL HIGHWAY ADMINISTRATION DATED MAY 2011. FOR STREETS AND HIGHWAYS (FLORIDA GREENBOOK) FOR DESIGN, CONSTRUCTION, AND MAINTENANCE MANUAL OF UNIFORM MINIMUM STANDARD DESIGN CRITERIA : THE BASELINE CONTRUCTION STATIONING NOTE: LENGTH OF PROJECT IS BASED ON ROADWAY PLANS COUNCIL S E H C N A R T S E W H T U O S F O N W O T CONTRACT PLANS COMPONENTS OF CONTRACT PLANS SET KEY SHEET OF EACH COMPONENT A DETAILED INDEX APPEARS ON THE LINEAR FEET MILES EXCEPTIONS GROSS LENGTH OF PROJECT NET LENGTH OF PROJECT ROADWAY BRIDGES BEE LINE EXPRESSWAY FLORI DAS TURNPI KE 10 PENSACOLA FORT WALTON BEACH PANAMA CITY CHIPLEY TALLAHASSEE 75 10 LAKE CITY 295 95 JACKSONVILLE ST AUGUSTINE GAINESVILLE OCALA DAYTONA BEACH DELAND 4 NEW PORT RICHEY TAMPA 75 4 LAKELAND MELBOURNE - COCOA ORLANDO BARTOW ST PETERSBURG 275 SARASOTA - BRADENTON 75 95 FT PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST N 0 1 2 Miles 561-753-9723 WEST PALM BEACH, FL. 33417 5405 OKEECHOBEE BLVD., SUITE 200 ERDMAN ANTHONY OF FLORIDA,INC. 561-753-9723 WEST PALM BEACH, FL. 33417 5405 OKEECHOBEE BLVD., SUITE 200 ERDMAN ANTHONY OF FLORIDA,INC. 17 S W 130 t hA v e . S W 127 t hA v e . PO NUMBER 16-0028 TSDOR 2017 CONSTRUCTION PROGRAM TOWN OF SOUTHWEST RANCHES PROJECT MANAGER: 3.030 3.030 3.030 0.00 0.00 15,547.60 15,547.60 15,547.60 0.000 0.000 SW 56th ST SW 130TH AVE SW 128TH ST SW 127th AVE (APPALOOSA TRL) SW 130th AVE (MELALEUCA RD) PROJECT END PROJECT BEGIN (COUNCIL MEMBER) FREDDY FISKELLI (COUNCIL MEMBER) GARY JABLONSKI (COUNCIL MEMBER) DENISE SCHROEDER (VICE MAYOR) STEVE BREITKREUZ (MAYOR) DOUG McKAY 49-50 21-48 7-20 6 -6A 3 -5 2 1 SWPPP CROSS SECTIONS PLANS GENERAL NOTES/DRAINAGE STRUCTURES TYPICAL SECTIONS SUMMARY OF PAY ITEMS KEYSHEET 03/08/2017 Pre-Bid Revision
Transcript of TSDOR 2017 CONSTRUCTION PROGRAM - Southwest … · 4' ficus hedge 4' ficus hedge column 2'x2' conc....
820
817
4
33
4
2627
17
20
A1A
1
7
20
23
25
21 22
2829
30
36
31
32
10
5
858
29
736
595
COOPER CITY
DAVIE
DANIA
PEMBROKE
PINES
HOLLYWOOD
Florida's
Broward Blvd.
DavieBlvd.
CO
AST
Fla
mingo
Rd.
Davie
Rd.
Taft St.
Sheridan
Rd.
FT. LAUDERDALE
HOLLYWOOD
INTERNATIONAL
AIRPORT
AIRPORT
LOCKS
Pop.
Pop.
Pop.
Pop.
Pop.
822
NORTH PERRY
M I R A M A R
NewRiver
Tunnel
23
34
25 30
36
31Pop.
75
95
93
91
84
9
9
817
848
842
842
5A
858
95441
7
SEMINOLEINDIAN
RESERVATION
820
822
A1A
848
Port Everglades
EAST
FLO
RID
A
C.S.
X.
818
NorthRiverCanal
N.
Fork New River
Tarpon
R.
Canal
Sna
keCr.
Canal
Dania
Cut-Off
Spur WestLake
S-13A
New
C-11C-11
C-10
16
S.
W. 124
Ave.
Street
Exit 53Griffin Road
Hollywood Blvd.
HOLLYWOOD
StirlingRd.
13
24
18 17
19
27
823
822
858
4,933
121,697
13,024
40,663
20,791
47,217
NW
27
823
SW 148
Ave.
SW 142
Ave.
SW 136 Ave.
SW 16
0 Ave.
Weston
Rd.
SW
160A
ve.
Orange Drive
Stirling Road
Nova Drive
SW
40 Ave.
Exit 54
RiverlandRoad
5
Pal
m
858
3025
24 19824
PembrokeRoad
595
Griffin Rd.
University
Drive
Miramar Parkway
Miramar Parkway
Red
Golden
Shoe
Road
RESET
Hollywood Blvd. (Pines Blvd.)
Pop.
Exit 10
Exit28
Exit27
Exit 26A
Exit 29
Exit25
Exit 24
Exit 23
Exit 22
Exit 21
Exit 49
Exit 7
Exit 6
Exit5
Exit4
Exit2
Exit 8
Exit 7
Exit 6
Exit 5
Exit 4
65,452
LENGTH OF PROJECT
1
INDEX OF ROADWAY PLANS
GOVERNING STANDARDS AND SPECIFICATIONS:
KEY SHEET REVISIONS
town of southwest ranches
CERTIFICATE OF AUTHORIZATION #25912
VENDOR NO. 20-0930234
PROJECT
LOCATION OF
Contract Documents.
Specifications for Road and Bridge Contruction, as amended by
revised Index Drawings as appended herein, and 2015 Standard
Florida Department of Transportation, 2016 Design Standards and
http://www.dot.state.fl.us/rddesign/
at the following web site:
For Design Standards click on the "Design Standards" link
http://www.dot.state.fl.us/specificationsoffice/
following web site:
Construction click on the "Specifications" link at the
For the Standard Specifications for Road and Bridge
BROWARD COUNTY
HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY
P.E. NO.:
ENGINEER OF RECORD:
PLANS PREPARED BY:
SHEET DESCRIPTIONSHEET NO.
TO BE SUBMITTED TO:
ROD LEY, P.E.,LEED AP, CPEEC
NO.
SHEET
YEAR
FISCAL
DESCRIPTIONDATE
ROADWAY SHOP DRAWINGS
ROADWAY PLANSJAMES F. NOTH, P.E.
32652
DATED 5/2009 WITH REVISIONS 1 & 2
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FEDERAL HIGHWAY ADMINISTRATION
DATED MAY 2011.
FOR STREETS AND HIGHWAYS (FLORIDA GREENBOOK)
FOR DESIGN, CONSTRUCTION, AND MAINTENANCE
MANUAL OF UNIFORM MINIMUM STANDARD
DESIGN CRITERIA :
THE BASELINE CONTRUCTION STATIONING
NOTE: LENGTH OF PROJECT IS BASED ON
ROADWAY PLANS
COUNCIL SE
HC
NAR TSEWHTUOS FO
NW
O
T
CONTRACT PLANS
COMPONENTS OF CONTRACT PLANS SET
KEY SHEET OF EACH COMPONENT
A DETAILED INDEX APPEARS ON THE
LINEAR FEET MILES
EXCEPTIONS
GROSS LENGTH OF PROJECT
NET LENGTH OF PROJECT
ROADWAY
BRIDGES
BEE LINEEXPRESSWAY
FLO
RID
A STU
RNPIK
E
10
PENSACOLA
FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
75
10
LAKE CITY 295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
4
NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON75
95
FT PIERCE
FT MYERS
WEST
PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
N
0 1 2
Miles
561-753-9723
WEST PALM BEACH, FL. 33417
5405 OKEECHOBEE BLVD., SUITE 200
ERDMAN ANTHONY OF FLORIDA,INC.
561-753-9723
WEST PALM BEACH, FL. 33417
5405 OKEECHOBEE BLVD., SUITE 200
ERDMAN ANTHONY OF FLORIDA,INC.
17
SW 130th
Ave.
SW 127th Ave.
PO NUMBER 16-0028
TSDOR 2017 CONSTRUCTION PROGRAM
TOWN OF SOUTHWEST RANCHES PROJECT MANAGER:
3.030
3.030
3.030
0.00
0.00
15,547.60
15,547.60
15,547.60
0.000
0.000
SW 56th ST
SW 130TH AVE
SW 128TH ST
SW 127th AVE (APPALOOSA TRL)
SW 130th AVE (MELALEUCA RD)
PROJECT
END
PROJECT
BEGIN
(COUNCIL MEMBER)
FREDDY FISKELLI
(COUNCIL MEMBER)
GARY JABLONSKI
(COUNCIL MEMBER)
DENISE SCHROEDER
(VICE MAYOR)
STEVE BREITKREUZ
(MAYOR)
DOUG McKAY
49-50
21-48
7-20
6 -6A
3 -5
2
1
SWPPP
CROSS SECTIONS
PLANS
GENERAL NOTES/DRAINAGE STRUCTURES
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
KEYSHEET
03/08/2017 Pre-Bid Revision
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$DATE$$USER$ $FILE$$TIME$
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PHONE 561-753-9723
CERTIFICATE OF AUTHORIZATION 25912
ERDMAN ANTHONY OF FLORIDA, INC.
JAMES F. NOTH, P.E.
TOWN OF
SOUTHWEST RANCHES
ROAD NAME
WEST PALM BEACH, FL 33417
5405 OKEECHOBEE BLVD., SUITE 200
P.E. LICENSE NUMBER 32652
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DATE DESCRIPTION
NO.
SHEET
PHONE 561-753-9723
CERTIFICATE OF AUTHORIZATION 25912
ERDMAN ANTHONY OF FLORIDA, INC.
JAMES F. NOTH, P.E.
TOWN OF
SOUTHWEST RANCHES
ROAD NAME
WEST PALM BEACH, FL 33417
P.E. LICENSE NUMBER 32652
5405 OKEECHOBEE BLVD., SUITE 200
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+00
MA
TC
HLIN
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A. 205
+00
MA
TC
HLIN
E
ST
A.
210
+60
APPALOOSA TRAIL (S.W. 127TH AVENUE) 14
03/08/2017 SWALE GRADING REMOVED
EXISTING SWALE TO REMAIN
PO
T S
TA.
200
+00.0
0
200
201 202 203 204 205
5,222.97
POT STA. 199+20.00
SH
ERID
AN S
TR
EE
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APPALOOSA TRAIL (S.W. 127TH AVENUE)(70' RIGHT OF WAY)
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
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CANAL S-29A
CONNECTION
FIRE
OL
D S
HE
RID
AN S
TR
EE
T (S.W. 72
ND S
TR
EE
T)
(60' RIG
HT O
F W
AY)
M.G.R.
M.G.R.
M.G.R.
3' x 3' CONC. COLUMNS
GATE
ALUMINUM
DRIVE
PAVER
BORDER
LANDSCAPE
BRICK
BORDER
LANDSCAPE
BRICK
4' FICUS HEDGE
4' FIC
US H
ED
GE
4' FICUS HEDGE 4' FICUS HEDGE4' FICUS HEDGE
COLUMN
2'x2' CONC.
TYPICAL
W/ W.I.F.
2' CONC. WALL
W/ W.I.F.
2' CONC. WALL
DRIVE
PAVER
I.E.=2.50
12" H.D.P.E.
M.G.R. M.G.R.
4' C.L.F.
4' C.L.F. 4' C.L.F.4' C.L.F. 4' C.L.F. 4' C.L.F.
02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'
R/W LINE
R/W LINE
EDGE OF WATER
205 206 207 208 209 210
5,222.97
"BECKER PLAT"P.B. 160, PG. 3; B.C.R.
TRACT 'A'
P.B. 160, P
G. 3;
B.C.R.
60' D
RAIN
AG
E E
AS
EM
EN
T
APPALOOSA TRAIL (S.W. 127TH AVENUE)(70' RIGHT OF WAY)
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
CANAL S-29ACANAL S-29A
COLUMN
2'x2' CONC.
TYPICAL
COLUMN
2'x2' CONC.
TYPICAL
W/ W.I.F.
2' CONC. WALL
W/ W.I.F.
2' CONC. WALL
GATE
ALUMINUM
DRIVE
PAVER
COLUMN
2'x2' CONC.
TYPICAL
COLUMN
2'x2' CONC.
TYPICAL
COLUMN
2'x2' CONC.
TYPICAL
COLUMN
2'x2' CONC.
TYPICAL
6' A.F. 6' A.F. 6' A.F. 6' A.F. 6' A.F. 6' A.F.
DRIVE
PAVER
4' A.F.
COLUMN
1.4'x1.4' CONC.
TYPICAL
4' A.F. 4' A.F.
GATE
ALUMINUM
4' W.F.
4'
W.F.
4' B.W.F.
I.E.=2.19
12" H.D.P.E.
I.E.=1.44
18" H.D.P.E.
CANAL S-29A
HEADWALL
1'x9' CONC.
PLA
NTER P
LANTER
02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'
R/W LINE
R/W LINE
EDGE OF WATER
S-01
LEGEND
MILL AND RESURFACE
PROPOSED SWALE
PROPOSED SWALE
PROPOSED SWALE PROPOSED SWALE
MATCH SEAMLINE
CATCH BASIN
EXISTING
EXISTING SWALE TO REMAIN
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DATE DESCRIPTION
NO.
SHEET
PHONE 561-753-9723
CERTIFICATE OF AUTHORIZATION 25912
ERDMAN ANTHONY OF FLORIDA, INC.
JAMES F. NOTH, P.E.
TOWN OF
SOUTHWEST RANCHES
ROAD NAME
WEST PALM BEACH, FL 33417
P.E. LICENSE NUMBER 32652
5405 OKEECHOBEE BLVD., SUITE 200
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MA
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A.
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+80
APPALOOSA TRAIL (S.W. 127TH AVENUE) 15
EXISTING SWALE TO REMAIN
SWALE GRADING REMOVED03/08/2017
211 212 213 214 215 216
5,222.97
CANAL S-29ACANAL S-29A
CA
NA
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9A
P.B. 1
60, P
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R/W P
ER
P.B. 160, P
G. 3;
B.C.R.
60' D
RAIN
AG
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AS
EM
EN
T
(S.W. 69T
H S
TR
EE
T)
MU
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AN
G T
RAIL
APPALOOSA TRAIL (S.W. 127TH AVENUE)(70' RIGHT OF WAY)
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
COLUMN
1.4'x1.4' CONC.
TYPICAL
4' A.F. 4' A.F. 4' A.F. 4' A.F.
COLUMN
1.4'x1.4' CONC.
TYPICAL
COLUMN
1.4'x1.4' CONC.
TYPICAL
CONC. HEADWALL
DRIVE
PAVER
DRIVE
PAVER
CONNECTION
FIRE
GATE
ALUMINUM
GATE
ALUMINUM
COLUMN
2.8'x2.8' CONC.
CONC. WALL
2.5' HIGH
4' W.F.
COLUMN
2'x2' CONC.
4' W.F. 4' W.F.4' W.F.
4' W.F.
CONC. HEADWALL
5' W.F.
5' W.F.
5'
W.F.
5' W.F. 5' W.F.
I.E.=(-)0.92
48" C.M.P.
I.E.=(-)0.68
48" C.M.P.
CO
NC.
HE
AD
WA
LL
DRIVE
ASPHALT
W/ 3' W.I. FENCE
2' HIGH CONC. WALL
ROCK HEADWALL AND
COLUMN
2'x2' CONC.
COLUMN
2.7'x2.7' CONC.
COLUMN
2'x2' CONC.
DRIVE
ASPHALT
W/ 3' W.I. FENCE
1' HIGH BRICK WALL
HEADWALL AND
CONC. / WOODCOLUMN
2.5'x2.5' BRICK
TYPICAL
DRIVE
ROCK
5' W.F. GATE
METAL
CONC. POST
8"x8"x5'
02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'
R/W LINE
R/W LINE
EDGE OF WATER
24" WHITE
6" DBL. YELLOW
S-02
217 218 219 220 221
5,222.97
CANAL S-29A CANAL S-29A
APPALOOSA TRAIL (S.W. 127TH AVENUE)(70' RIGHT OF WAY)
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
5' W.F.
5' W.F.
4' W.W.F.
5' W.F.
ASPHALT
DRIVE
ASPHALT
TILE
WOOD POST
4' HIGH
2' HIGH CONC. WALL
CONC. HEADWALL AND
COLUMN
1.7'x1.7' CONC.
TYPICAL
5' W.F.
4'
W.W.F.
ROCK
GRASS /
GATE
METAL
4' W.F.
CO
NC.
HE
AD
WA
LL
CO
NC.
HE
AD
WA
LL
4' W.W.F.
CANAL S-29A
GATE
METAL
4' W.W.F.
6' ARECA PALM CLUSTER6' ARECA PALM CLUSTER
02-29-16
WATER ELEVATION=1.8'
02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'
R/W LINE
R/W LINEEDGE OF WATER
LEGEND
MILL AND RESURFACE
PROPOSED SWALE
PROPOSED SWALE PROPOSED SWALE
PROPOSED SWALE PROPOSED SWALE
MATCH SEAMLINE
24" (45 LF)
PROPOSED
augustec
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DATE DESCRIPTION
NO.
SHEET
PHONE 561-753-9723
CERTIFICATE OF AUTHORIZATION 25912
ERDMAN ANTHONY OF FLORIDA, INC.
JAMES F. NOTH, P.E.
TOWN OF
SOUTHWEST RANCHES
ROAD NAME
WEST PALM BEACH, FL 33417
P.E. LICENSE NUMBER 32652
5405 OKEECHOBEE BLVD., SUITE 200
TH
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OF
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C.
N
10 40
Feet
0
N
10 40
Feet
0
PLAN
233
MA
TC
HLIN
E
ST
A.
221
+80
MA
TC
HLIN
E
ST
A.
227
+40
MA
TC
HLIN
E
ST
A.
227
+40
MA
TC
HLIN
E
ST
A.
233
+00
APPALOOSA TRAIL (S.W. 127TH AVENUE) 16
03/08/2017 SWALE GRADING REMOVED
EXISTING SWALE TO REMAINEXISTING SWALE TO REMAIN
222 223 224 225 226 227
5,222.97
20' R
OA
D E
AS
EM
EN
T
CANAL S-29ACANAL S-29A
APPALOOSA TRAIL (S.W. 127TH AVENUE)(RIGHT OF WAY VARIES)
(S.W. 66T
H S
TR
EE
T)
LU
RA
Y R
OA
D
O.R.B. 4230, PG. 626; B.C.R.
20' RIGHT OF WAY PER
O.R.B. 4230, PG. 626; B.C.R.
20' RIGHT OF WAY PER
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
CA
NA
L S-1
9
O.R.B. 4230, PG. 626; B.C.R.
80' RIGHT OF WAY PER
P.B. 158, PG. 32; B.C.R.
CANAL EASEMENT
30' DRAINAGE AND
O.R.B. 13814, PG. 882; B.C.R.
ROAD EASEMENT
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
I.E.=(-)1.43
48" C.M.P.
I.E.=(-)1.82
48" R.C.P. I.E.=(-)1.76
48" R.C.P.
I.E.=(-)1.1
1
48"
C.M.P.
4' W.W.F.
DRIVE
CONC.
HEADWALL
RIP-RAP
4' W.W.F. 4' W.W.F.
4'
W.W.F.
4'
W.W.F.
HEADWALL
RIP-RAP
DRIVE
ROCK
ASPHALT
4' W.W.F. 4' W.W.F.
4' W.W.F.
W/ CONC. CAP
RIP-RAP HEADWALL
W/
CO
NC.
CA
P
RIP-R
AP H
EA
DW
ALL
W/
CO
NC.
CA
P
RIP-R
AP H
EA
DW
ALL
6' C.L.F.
CO
NN
EC
TIO
N
FIR
E
6' C.L.F.
6' C.L.F.
CANAL S-29A
6' ARECA PALM CLUSTER 6' ARECA PALM CLUSTER
6' ARECA PALM CLUSTER
02-29-16
WATER ELEVATION=1.8'
02-29-16
WATER ELEVATION=1.8'02-29-16
WATER ELEVATION=1.8'
2' BIK
EW
AY E
AS
EM
EN
T
R/W LINE
R/W LINE
EDGE OF WATER
12' UTILITY EASEMENT
EA
SE
ME
NT
12' U
TILIT
Y
S-03
228 229 230 231 232 233
5,222.97APPALOOSA TRAIL (S.W. 127TH AVENUE)(70' RIGHT OF WAY)
P.B. 158, PG. 32; B.C.R.
CANAL EASEMENT
30' DRAINAGE AND
O.R.B. 4230, P
G. 626;
B.C.R.
70' RIG
HT O
F W
AY P
ER
SCHOTT MEMORIAL PLATP.B. 158, PG. 32; B.C.R.
PARCEL "A"
SCHOTT MEMORIAL PLATP.B. 158, PG. 32; B.C.R.
PARCEL "A"
6' C.L.F.
6' C.L.F. 6' A.F. 6' A.F. 4' B.W.F.6' A.F.6' A.F.6' A.F.6' A.F.
CANAL S-29ACANAL S-29A
DRIV
E
AS
PH
ALT
DRIVE
ASPHALT
02-29-16
WATER ELEVATION=1.8'
02-29-16
WATER ELEVATION=1.8'
R/W LINE
R/W LINE
EDGE OF WATER
12' UTILITY EASEMENT
LEGEND
MILL AND RESURFACE
PROPOSED SWALE
PROPOSED SWALE
YELLOW
50'-6" DBL.
24" WHITE
MATCH SEAMLINE
24" (45 LF)
PROPOSED
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SWALE GRADING REMOVED
37
03/08/2017
$DATE$$USER$ $FILE$$TIME$
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PHONE 561-753-9723
CERTIFICATE OF AUTHORIZATION 25912
ERDMAN ANTHONY OF FLORIDA, INC.
JAMES F. NOTH, P.E.
TOWN OF
SOUTHWEST RANCHES
ROAD NAME
WEST PALM BEACH, FL 33417
P.E. LICENSE NUMBER 32652 CROSS SECTIONS 5405 OKEECHOBEE BLVD., SUITE 200
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
APPALOOSA TRAIL (S.W. 127TH AVENUE)
£
£
£DRIVEWAY
FENCE
FENCE
0
5
10
15
-5
0 10 20 30 40 50 60-10-20-30-40-50-60
220+00
0
5
10
15
-5
0
5
10
15
-5
0 10 20 30 40 50 60-10-20-30-40-50-60
222+00
0
5
10
15
-5
0
5
10
-5
0 10 20 30 40 50 60-10-20-30-40-50-60
224+00
0
5
10
-5
R/
W
LIN
ER/
W
LIN
ER/
W
LIN
E
R/
W
LIN
ER/
W
LIN
E
W
W
W
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TOWN OF SOUTHWEST RANCHES, FLORIDATSDOR 2017 Roadway Improvements
IFB No. 17-00x
BIDDER: _____________________________ BID AND PROPOSAL FORM
*Pay Item101-1
includes
incidental cost such as
Testing, Surveying,and other items
neededto
complete theproject.
Appaloosa Trail / Melaleuca (south) / SW 127th Ave. SW 130th Ave.
101-1* MOBILIZATION LS - - 1
102-1 MAINTENANCE OF TRAFFIC LS - - 1
104-10-3 SEDIMENT BARRIER LF 10450 10410 20,860
110-1-1 CLEARING AND GRUBBING LS - - 1
120-1REGULAR EXCAVATION (swalegrading)
LF 1180 3437 4,617
160-4TYPE B STABILIZATION(Reconstruction)
SY N/A N/A N/A N/A N/A
285-706OPTIONAL BASE GROUP 6(Reconstruction)
SY N/A N/A N/A N/A N/A
285-709OPTIONAL BASE GROUP 9(widening and pavementrepairs)
SY N/A 48 48
327-70-1 MILLING (1") SY 12435 12565 25,000
334-1-13SUPERPAVE ASPHALTICCONCRETE, TRAFFIC C (1"resurfacing)
TN 678.9 645.8 1324.7
334-1-13SUPERPAVE ASPHALTICCONCRETE, TRAFFIC C(Reconstruction)
TN N/A N/A N/A N/A N/A
570-1-2PERFORMANCE TURF, SOD(swales)
SY 1940 1930 3,870
DRAINAGE STRUCTURES
0425 1541 INLETS, DT BOT, TYPE D, <10' EA 5 5 10
430 175 118 18 " CONCRETE PIPE LF 0 45 45
430 175 124 24 " CONCRETE PIPE LF 177 130 307
BASE BID (SOUTH OF STIRLING) page 1 of 2 ITEM DESCRIPTION UNITS QUANTITY TOTALS Unit Cost COST
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TOWN OF SOUTHWEST RANCHES, FLORIDATSDOR 2017 Roadway Improvements
IFB No. 17-00x
*Pay Item 101-1 includes incidental cost such as Testing, Surveying, and other items needed to complete the project.
Appaloosa Trail / Melaleuca (south) / SW 127th Ave. SW 130th Ave.
SIGNING AND PAVEMENT MARKINGS
700-1-11SINGLE POST SIGN, F&I GROUNDMOUNT, UP TO 12 SF
AS N/A N/A N/A N/A N/A
710-11-111PAINTED PAVEMENT MARKINGS,STANDARD, WHITE, SOLID,6"
LF 265 N/A 265
711-11-125PAINTED PAVEMENT MARKINGS,STANDARD, WHITE, SOLID,24"
LF 120 115 235
710-11-211PAINTED PAVEMENT MARKINGS,STANDARD, YELLOW, SOLID,6"
LF 40 1000 1040
BASE BID PRICE TOTAL
QUANTITY TOTALS Unit Cost COST
BASE BID (SOUTH OF STIRLING) page 2 of 2 ITEM DESCRIPTION UNITS
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TOWN OF SOUTHWEST RANCHES, FLORIDATSDOR 2017 Roadway Improvements
IFB No. 17-00x
BIDDER: _____________________________ BID AND PROPOSAL FORM
*Pay Item
Melaleuca (north) / SW 56th Street SW 128Th Ave. SW 130th AveSW 130th Ave. East
101-1* MOBILIZATION LS - - - - 1
102-1 MAINTENANCE OF TRAFFIC LS - - - - 1
104-10-3 SEDIMENT BARRIER LF 4480 2700 2400 660 10240
110-1-1 CLEARING AND GRUBBING LS - - - - 1
120-1REGULAR EXCAVATION (swalegrading)
LF N/A N/A N/A N/A N/A N/A N/A
160-4TYPE B STABILIZATION(Reconstruction)
SY N/A 2500 2380 735 5615
285-706OPTIONAL BASE GROUP 6(Reconstruction)
SY N/A 2500 2380 735 5615
285-709OPTIONAL BASE GROUP 9(widening and pavementrepairs)
SY 14 N/A N/A N/A 14
327-70-1 MILLING (1") SY 5270 N/A N/A N/A 5270
334-1-13SUPERPAVE ASPHALTICCONCRETE, TRAFFIC C (1"resurfacing)
TN 288.9 N/A N/A N/A 288.9
334-1-13SUPERPAVE ASPHALTICCONCRETE, TRAFFIC C(Reconstruction)
TN N/A 174.5 118.7 41.8 335
570-1-2PERFORMANCE TURF, SOD(swales)
SY N/A N/A N/A N/A N/A N/A N/A
DRAINAGE STRUCTURES
0425 1541 INLETS, DT BOT, TYPE D, <10' EA 3 2 N/A N/A 5
430 175 118 18 " CONCRETE PIPE LF 50 0 N/A N/A 50
430 175 124 24 " CONCRETE PIPE LF 90 23 N/A N/A 113
Unit Cost COST
BID ALTERNATE (NORTH OF STIRLING) page 1 of 2 ITEM DESCRIPTION UNITS QUANTITY TOTALS
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TOWN OF SOUTHWEST RANCHES, FLORIDATSDOR 2017 Roadway Improvements
IFB No. 17-00x
101-1 in
*Pay Item 101-1 includes incidental cost such as Testing, Surveying, and other items needed to complete the project.
Melaleuca (north) / SW 56th Street SW 128Th Ave. SW 130th AveSW 130th Ave. East
SIGNING AND PAVEMENT MARKINGS
700-1-11SINGLE POST SIGN, F&I GROUNDMOUNT, UP TO 12 SF
AS N/A 1 1 1 3
710-11-111PAINTED PAVEMENT MARKINGS,STANDARD, WHITE, SOLID,6"
LF N/A N/A N/A N/A N/A N/A N/A
711-11-125PAINTED PAVEMENT MARKINGS,STANDARD, WHITE, SOLID,24"
LF 10 N/A N/A N/A 10
710-11-211PAINTED PAVEMENT MARKINGS,STANDARD, YELLOW, SOLID,6"
LF 100 N/A N/A N/A 100
BID ALTERNATE PRICE TOTAL
BID ALTERNATE (NORTH OF STIRLING) page 2 of 2 ITEM DESCRIPTION UNITS QUANTITY TOTALS Unit Cost COST
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