HomeMy WebLinkAboutA - 24-07-RFP Attachment C - Alternative Pipe Final Plans2524
2627
15
28
14
11
19
18
7
25
30
26
22
27
21
P
r
o
ng
23
CP
Fleming Grant
River
Bridge
28
Wabasso
Fellsmere
Brookside
Cem.
510
SEBASTIAN
Pop. 16,151
SEBASTIAN MUN.
AIRPORT
W
P
512
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CONTRACT PLANS
NO.
SHEET
YEAR
FISCAL
EXPRESSWAY
T
U
R
NPI
KE
10
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND 4
NEW PORT RICHEY
TAMPA
75
4
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
FLORIDA'S
BEACH LINE
SHEET DESCRIPTIONSHEET NO.
GOVERNING STANDARD SPECIFICATIONS:
ENGINEER OF RECORD:
ROADWAY PLANS
GOVERNING STANDARD PLANS:
INDEX OF DRAINAGE PLANS
1
CITY OF SEBASTIAN
STORMWATER UTILITIES DIVISION
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY 22/23 Standard Plans for Road and
STATE OF
���
R
E
ENIGNE LANO
I
S
S
EFO
R
P
ES
NECIL
ADIROL
F
No 89038 II REG
N
I
DE .R NEVET
S
N
LOCATION
PROJECT
CONTRACT NO.: RFQ 21-01
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. NO.: 89038
STEVEN R. EDINGER II, P.E.
E 817,711.09
N 1,253,769.38
STA. 22+60.42
END PROJECT
E 817,099.27
N 1,252,459.19
STA. 9+50.00
BEGIN PROJECT
23
CITY MANAGER:
NOT FOR CONSTRUCTION
INITIAL ENGINEERING PLANS
SEBASTIAN, FL 32958
1225 MAIN STREET
SEBASTIAN CITY HALL
PAUL CARLISLE
IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
RESPONSIBLE FOR THE FOLLOWING SHEETS
THE ABOVE NAMED PROFESSIONAL IS
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
for Road and Bridge Construction at the following website:
Florida Department of Transportation, January 2023 Standard Specifications
SUMMARY OF QUANTITIES
CROSS SECTIONS
DRAINAGE DETAILS
DRAINAGE STRUCTURES
PLAN AND PROFILE
SUMMARY OF DRAINAGE STRUCTURES
GENERAL NOTES
PROJECT LOCATION MAP
COVER SHEET
14
11-13
9-10
7-8
5-6
4
3
2
1
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DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
PROJECT LOCATION MAP 2
S E B A S T IA N
B LV
D
G
A
R
D
E
N
I
A
S
T
E
V
E
R
N
I
A
S
T P
H
E
L
P
S
S
T
G
U
A
V
A
S
T
C
O
L
E
T
E
R
R
C
R
O
S
S
C
R
E
E
K
C
I
R
C
R
O
S
S
C
R
E
E
K
C
I
R
B
L
U
E
I
S
L
A
N
D
S
T
RIVIERA AVE
FLAMINGO AVE
BERMUDA AVE
JAMICA AVE
B
L
O
S
S
O
M
D
R
R
O
S
E
L
A
N
D
L
N
LANCO AVE
CHELSEA AVE
S
C
A
L
E
:
1"
=
4
0
0
'
N
DEVON AVE
CLAIRE AVE
CROSS
CREEK
DR
PROJECT
END
PROJECT
BEGIN
TRA
D
E W
IN
D
S W A
Y
R
OS
E
L
A
N
D
L
N
L
A
C
O
N
I
A
S
T
C
L
E
A
R
M
O
N
T
S
T
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\GNNTRD01.DGNZSchmidt3/15/2023 1:54:02 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
GENERAL NOTES 3
ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE
ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF
DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;
DIRECTOR, NATIONAL GEODETIC SURVEY
1315 EAST-WEST HIGHWAY
SILVER SPRING, MARYLAND 20910-3282
PHONE: (301) 713-3242
1.COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE
REQUIRED PRIOR TO CONSTRUCTION.
2.LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE
SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF
THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND
DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.
3.
CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT".
4.
5.
6.
ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND
REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION
CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS,
7.
8.
9.
10.
11.
SHOWN ON THE PLANS AS TO BE REMOVED.
PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED ON THE
PLANS.
ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING
PRIOR TO BACKFILLING.
PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO), AND THE CITY OF SEBASTIAN,
IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO
AND AS DIRECTED BY THE CITY'S ENGINEER.
REPAIRED TO THE SATISFACTION OF THE CITY'S ENGINEER AT THE CONTRACTOR’S EXPENSE.
ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF SURVEY, UNLESS OTHERWISE NOTED.
12.
ALL EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS MUST REMAIN UNLESS
THAT ARE LOCATED WITHIN THE PROJECT LIMITS.
COORDINATE WITH PROPERTY OWNERS FOR THE REMOVAL/RESETTING OF FENCE AND TREES
13.
14.
SOD ALL DISTURBED AREAS WITH MATCHING SOD.
COUNTY, FLORIDA.
A. PLAT OF SEBASTIAN HIGHLANDS UNIT 5, PLAT BOOK 5, PAGE 102, PUBLIC RECORDS OF INDIAN RIVER
REFERENCE DOCUMENTS:
TBM8 1252672.0793 817108.2923 17.18 SCIR 5/8 LB8146
TBM7 1252749.4109 817103.2353 14.43 SCIR 5/8 LB8146
TBM6 1253338.0144 817107.7679 18.09 SCIR 5/8 LB8146
TBM5 1252989.1482 817105.0814 16.35 SCIR 5/8 LB8146
TBM4 1252319.7186 817246.7321 18.72 FND NO ID
TBM3 1252509.1419 817101.3851 16.56 SCIR 5/8 LB8146
TBM2 1253545.5264 817109.3659 18.41 SCIR 5/8 LB8146
TBM1 1253734.9324 816969.3484 17.37 FIR 1/2 NO ID
POINTNO. NORTHING EASTING ELEV DESCRIPTION
PROJECT CONTROL POINTS
B. "BM 367002", HAVING A PUBLISHED ELEVATION OF 20.69
A. "BM 321011", HAVING A PUBLISHED ELEVATION OF 16.74
IS TIED TO INDIAN RIVER COUNTY SURVEY BENCHMARKS:
ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AND
REFERENCE NETWORK" (FPRN).
ZONE, NORTH AMERICAN DATUM OF 1983 (NSRS 2011), AND REFERENCED TO THE "FLORIDA PERMANENT
CONTROL COORDINATES SHOWN HEREON ARE TIED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
SATISFACTION OF THE CITY ENGINEER AT THE CONTRACTOR'S EXPENSE.
ANY DAMAGE TO EXISTING UTILITIES OR IRRIGATION SYSTEMS MUST BE RESTORED TO THE
15.
1014 EVERNIA ST1050 EVERNIA ST1086 EVERNIA ST1031 GARDENIA ST1067 GARDENIA ST
1020 EVERNIA ST1056 EVERNIA ST1092 EVERNIA ST1037 GARDENIA ST1073 GARDENIA ST
1026 EVERNIA ST1062 EVERNIA ST997 GARDENIA ST1043 GARDENIA ST1079 GARDENIA ST
1032 EVERNIA ST1068 EVERNIA ST1013 GARDENIA ST1049 GARDENIA ST1085 GARDENIA ST
1038 EVERNIA ST1074 EVERNIA ST1019 GARDENIA ST1055 GARDENIA ST1091 GARDENIA ST
1044 EVERNIA ST1080 EVERNIA ST1025 GARDENIA ST1061 GARDENIA ST1097 GARDENIA ST
EXISTING STRUCTURES - INSPECTION AND SETTLEMENT MONITORING:
THE FOLLOWING STRUCTURES ARE RECCOMMENDED TO BE MONITORED UNDER PAY ITEM 108-1, MONITOR
16.
EXCLUDING HOLIDAYS.
17.STORAGE SITES ARE TO BE COORDINATED WITH THE CITY BY THE CONTRACTOR AND MUST BE PRE-APPROVED
18.
19.UTILITY COORDINATION IS TO BE PROVIDED BY THE CITY.
20.PRE-CONSTRUCTION VIDEOS WITHIN THE RIGHT OF WAY MUST BE PROVIDED BY THE CONTRACTOR PRIOR TO
THE CONTRACTOR MUST COORDINATE WITH HOMEOWNERS REGARDING THE REMOVAL/RESETTING OF FENCES.
BY THE CITY PRIOR TO THE START OF CONSTRUCTION.
CONSTRUCTION TIMES ALLOWED ARE 7 AM - 7 PM MONDAY - FRIDAY AND 8 AM - 5 PM SATURDAY AND SUNDAY,
CONSTRUCTION. THE CONTRACTOR MUST COORDINATE WITH HOMEOWNERS AND THE CITY FOR VIDEO WITHIN
PRIVATE PROPERTY.
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\SUMDRD01.DGNZSchmidt3/15/2023 1:54:04 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
SUMMARY OF DRAINAGE STRUCTURES 4
Q
U
A
N
T
I
T
Y
N
U
M
B
E
R
S
T
R
U
C
T
U
R
E
S
I
D
E
DESCRIPTION
B
A
R
R
E
L
L
S
CROSS DRAIN
STORM AND INLETS MANHOLES
REMARKS
LF LF LF LF LF
<10'
TYPE C
< 10'
TYPE H
<10'
TYPE J7
18"24"30"42"53"x41"
P S-1 10+05.37 BL MH - PIPE 1 7 1 WITH CONCRETE JACKET
F
P S-2 10+05.37 LT DBI - PIPE 1 9 1
F
P S-3 11+64.18 LT PIPE - DBI - PIPE 1 10 159 1 WITH CONCRETE JACKET
F
P S-4 14-92.54 LT PIPE - DBI - PIPE 1 15 329 1 WITH CONCRETE JACKET
F
P S-5 18+92.38 LT PIPE - DBI - PIPE 1 18 400 1 WITH CONCRETE JACKET
F
P S-6 22+26.91 LT PIPE - DBI - PIPE 1 10 335 1 WITH CONCRETE JACKET
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
F
P
F
P
F
TOTAL
SHEET 28 24 10 7 1223 1 4 1
TOTAL
GRAND 28 24 10 7 1223 1 4 1
10 11
P
I
S
T
A
.
1
1
+
6
3
.
0
8
12 13 14
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.
1
4
+
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0
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1
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16
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7
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°
0
0
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2
7
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L
T
P
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W
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(40" PLAS)
INV.= 12.76
TOP= 17.25
HEADWALL
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\PLPRRD01.dgnZSchmidt3/15/2023 1:54:12 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
S-1
S-2
S-3 S-4
FL. 12.78 FL. 12.88 FL. 12.88 FL. 13.08 FL. 13.08
PLASTIC PIPE
EXISTING 40"
18" CMP
EXISTING PLASTIC PIPE
EXISTING 24"
AT ¡ DITCH
EXISTING GROUNDFL. 12.78
24" RCP
FL. 14.15
FL. 15.58
D
P
I
+
0
5
.
3
7
E
L
.
1
7
.
2
0
(-)1.064%(+)0.189%
D
P
I
+
6
4
.
1
8
E
L
.
1
7
.
5
0
(+)0.213%
D
P
I
+
9
2
.
5
4
E
L
.
1
8
.
2
0
EL. 17.79
STA. 9+50.00
PROFILE
BEGIN DITCH
DITCH PROFILE
DITCH PROFILE
(-)0.087%
53"x41" CMP 53"x41" CMP 53"x41" CMP
PLAN AND PROFILE (1)
N
20
15
10
5 10+00 11+00 12+00 13+00 14+00 15+00 16+00
20
15
10
5
16S-3
S-49 LF OF 24" RCP
WITH CONC. COLLAR
10 LF OF 18" RCP
WITH CONC. COLLAR
15 LF OF 24" RCP
£ SURVEY
SCALE: 1" = 50'SCALE: 1" = 50'
S-1 S-2
STA. 9+50.00
PROFILE
BEGIN DITCH
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
DITCH BOTTOM
DITCH BOTTOM
5
159 LF OF 53"x41" CMP
329 LF OF 53"x41" CMP
400 LF OF 53"x41" CMP
WITH CONC. COLLAR
7 LF OF 42" RCP
HEADWALL
REMOVE EXIST.
HOUSE #1085
HOUSE #1086
HOUSE #1080 HOUSE #1074 HOUSE #1068 HOUSE #1062 HOUSE #1056 HOUSE #1050
HOUSE #1079 HOUSE #1073 HOUSE #1067 HOUSE #1061 HOUSE #1055 HOUSE #1049
HOUSE #1043
HOUSE #1044HOUSE #1092
HOUSE #1091
E 817,098.24
N 1,252,458.97
STA. 9+50.00
BEGIN £ SURVEY
HA 1
HA 2
HA 3
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED
TO BE RELOCATED TO BE RELOCATED
TO BE RELOCATED
16
17 18
P
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T
A
.
1
8
+
2
9
.
0
5
19 20 21 22
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0
1
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1
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1
7
"
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1
4
"
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2
0
"
U
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3
-
4
"
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1
4
"
P
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8
"
P
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4
"
P
A
L
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6
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6
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P
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1
8
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P
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2
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(
2
)
W
P
B
I
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A
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I
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W
P
B
T
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P
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W
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(
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7
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6
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2
9
1
8
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=
1
2
.
9
5
3
0
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R
C
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.
=
1
3
.
5
2
3
0
"
R
C
P
SHED
WALL
6' PLAS FNC
4' CLF 4' CLF
4' CLF
6' WD FNC
4
'
W
D
F
N
C
6' PLAS FNC
4' CLF
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\PLPRRD02.dgnZSchmidt3/15/2023 1:54:14 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
S-5 S-6
FL. 13.32 FL. 13.32 FL. 13.52 FL. 13.52
30" RCP
EXISTING
30" RCPPLASTIC PIPE
EXISTING 18"
AT ¡ DITCH
EXISTING GROUND
FL. 14.78
D
P
I
+
9
2
.
3
8
E
L
.
1
7
.
8
5
(-)0.087%(+)0.045%
EL. 18.00
STA. 22+26.91
PROFILE
END DITCH
DITCH PROFILEDITCH PROFILE
53"x41" CMP 53"x41" CMP
N
PLAN AND PROFILE (2)
10
15
20
17+00 18+00 19+00 20+00 21+00 22+0016+00 5
10
15
20
5
16
£ SURVEY
S-5
S-6
WITH CONC. COLLAR
18 LF OF 18" RCP
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
LINE (TYP)
PROPERTY
SCALE: 1" = 50'
DITCH BOTTOM
DITCH BOTTOM
6
53"x41" CMP
335 LF OF 53"x41" CMP
WITH CONC. COLLAR
10 LF OF 30" RCP
EXIST. MES
REMOVE
HOUSE #1013HOUSE #1019HOUSE #1031HOUSE #1037HOUSE #1043
HOUSE #1014
HOUSE #1020HOUSE #1026HOUSE #1032HOUSE #1038HOUSE #1044 HOUSE #1008
HOUSE #997
E 817,111.09
N 1,253,769.38
STA. 22+60.42
END £ SURVEY
HOUSE #1007
HA 4
HA 5
TO BE RELOCATED
TO BE RELOCATED
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\DRXSRD01.DGNZSchmidt3/15/2023 1:54:20 PM Rdxsrd_shg
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
40" PLASTIC
S-1
CONCRETE JACKET
REMOVE EXISTING HEADWALL
FL. 12.78 (LT, RT, AH)
TOP EL. 17.85
INDEX 425-001, 425-010, 430-001
J BOTTOM 6'x6'
CONST. J-7 MANHOLE, TYPE 1
STA. 10+05.37, 0.00' LT
FL. 12.85
GRATE EL. 17.20
INDEX 425-001, 425-053
WITH CONCRETE APRON
CONST. INLET, TYPE C
STA. 10+05.37, 8.50' LT
1:40
1:6
1:50
42" RCP
24" RCP
20'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
GARDENIA ST
1091
EVERNIA ST
1092
GARDENIA ST
1085
EVERNIA ST
1086
S-2
53"x41" CMP
18" CMP
S-3
CONCRETE JACKET
18" RCP
S-4
FROM
53"x41" CMP
1:30 1:30
FL. 14.07 (LT)
FL. 12.88 (BK, AH)
GRATE EL. 17.50
INDEX 425-001, 425-052, 430-001
WITH CONCRETE APRON
CONST. INLET, TYPE H
STA. 11+64.18, 11.34' LT
20'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
GARDENIA ST
1079
GARDENIA ST
1073
EVERNIA ST
1080
EVERNIA ST
1074
24" PLASTIC
S-4
TOTO
S-3
53"x41" CMP
1:10
1:40
FL. 14.90 (RT)
FL. 13.08 (BK, AH)
GRATE EL. 18.20
INDEX 425-001, 425-052, 430-001
WITH CONCRETE APRON
CONST. INLET, TYPE H
STA. 14+92.54, 5.08' LT
20'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
GARDENIA ST
1055
GARDENIA ST
1049
EVERNIA ST
1056
EVERNIA ST
1050
JACKET
CONCRETE
18" PLASTIC
S-5
18" RCP
CONCRETE JACKET
S-6
FROM
53"x41" CMP
1:6
FL. 14.66 (LT)
FL. 13.32 (BK, AH)
GRATE EL. 17.85
INDEX 425-001, 425-052, 430-001
WITH CONCRETE APRON
CONST. INLET, TYPE H
STA. 18+92.38, 10.45' LT
1:25
20'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
GARDENIA ST
1019
EVERNIA ST
1020
EVERNIA ST
1026
EVERNIA ST
1026
00 1010 20203040
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
00 1010 202030
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
STA. 10+05.37
STA. 11+64.18
S-3
STA. 14+92.54
S-4
STA. 18+92.38
S-5
S-2
S-1
DRAINAGE STRUCTURES 7
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\DRXSRD01.DGNZSchmidt3/15/2023 1:54:20 PM Rdxsrd_shg
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
3
0
"
R
C
P
S-6
30" RCP
CONCRETE JACKET
1
EXISTING
FROM
TO
S-5
53"x41" CMP
1:6
1:40
FL. 13.52 (BK, AH)
GRATE EL. 18.00
INDEX 425-001, 425-052, 430-001
WITH CONCRETE APRON
CONST. INLET, TYPE H
STA. 22+26.91, 15.67' LT
REMOVE EXISTING MES
20'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
GARDENIA ST
997
EVERNIA ST
1008
00 1010 20203040
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 22+26.91
S-6
DRAINAGE STRUCTURESDRAINAGE STRUCTURES 8
$FILE$$USER$$DATE$$TIME$$MODELNAME$
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
9 DRAINAGE DETAILS
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\DRDTRD02.dgnZSchmidt3/15/2023 1:54:33 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
10 DRAINAGE DETAILS
1.
2.
ALL CORRUGATED METAL PIPE TO BE INSTALLED MUST BE CONTECH 53"x41" ARCHED, ULTRA FLO
WRAP ALL PIPE JOINTS WITH A FILTER FABRIC JACKET AS SPECIFIED IN FDOT INDEX 430-001.
CORRUGATION, ALUMINIZED TYPE II, 12 GAGE, UNLESS OTHERWISE NOTED ON THE PLANS.
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\RDXSRD01.dgnZSchmidt3/15/2023 1:54:42 PM Rdxsrd_shg
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
A V V
Regular Exc.
A
Regular Exc.
AV
Embankment
A
Embankment
V
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
17.01
4
'
C
L
F
1
7
.
3
1:40 1:12 1:40
FLAT
5'
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1091
EVERNIA ST
1092
1
14.96
4
'
C
L
F
1
7
.
4
10' (FLAT)
1
:12
1:15
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1079
EVERNIA ST
1080
15.95
4
'
C
L
F
1
7
.
6
10' (FLAT)
1:15 1:15
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1073
EVERNIA ST
1074
1
15.40
6
'
W
O
O
D
1
0
"
P
A
L
M
S
1
7
.
8
10' (FLAT)
1:101:15
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1067
EVERNIA ST
1068
17.39
6
'
W
O
O
D
P
O
W
E
R
P
O
L
E
4
'
C
L
F
1
8
.
0
10' (FLAT)
1
:12 1:101:10
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1061
EVERNIA ST
1062
17.53
6
'
P
V
C
6
'
W
O
O
D
1
8
.
2
10' (FLAT)
1:20
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
1:40
GARDENIA ST
1049 EVERNIA ST
1050
1
00 10102030
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
STA. 10+00.00
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
STA. 11+00.00
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
STA. 12+00.00
00 10102030
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
STA. 13+00.00
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 14+00.00
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
STA. 15+00.00
CROSS SECTIONS 11
0.0 38.5
STA. 9+50.00
BEGIN EARTHWORK
0.0 0.0
360
0.0 108.7
0 273
0.0 95.4
3780
0.0 105.1105.1
0 371
0.0 61.6
0 309
0.0 62.5
0 230
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\RDXSRD01.dgnZSchmidt3/15/2023 1:54:42 PM Rdxsrd_shg
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
A V V
Regular Exc.
A
Regular Exc.
AV
Embankment
A
Embankment
V
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
16.52
6
'
P
V
C
W
A
L
L
1
8
.
1
10' (FLAT)
1:30
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1043
EVERNIA ST
1044
AND SLOPE STABALIZED
WALL TO BE REMOVED
1:30
16.91
4
'
C
L
F
10' (FLAT)
1
:8
1:18
53"x41" CMP
1
7
.
9
5
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1037
EVERNIA ST
1038
18.04
4
'
C
L
F
1
7
.
9
10' (FLAT)
1:14
1:
7
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1031
EVERNIA ST
1032
18.07
P
O
W
E
R
P
O
L
E
4
'
W
O
O
D
10' (FLAT)
1:18
1:8
53"x41" CMP
1
7
.
8
5
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1019
EVERNIA ST
1020
1
2
18.03
4
'
C
L
F
6
'
P
V
C
1
4
"
P
A
L
M
10' (FLAT)
1:
6
1:10
53"x41" CMP
1
7
.
9
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1013 EVERNIA ST
1014
18.3110' (FLAT)
1:81
:8
53"x41" CMP
1
7
.
9
4
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
1007 EVERNIA ST
1008
00 10102030
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
STA. 16+00.00
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 17+00.00
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
STA. 18+00.00
00 10102030
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
STA. 19+00.00
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 20+00.00
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 21+00.00
12CROSS SECTIONS
0.0 49.2
0 207
0.0 50.6
0 185
0.0 35.1
0 159
0.1 20.5
0
0 84
0.0 25.1
0.0 40.7
0 122
103
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\RDXSRD01.dgnZSchmidt3/15/2023 1:54:42 PM Rdxsrd_shg
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
A V V
Regular Exc.
A
Regular Exc.
AV
Embankment
A
Embankment
V
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
18.42
1
8
.
0
10' (FLAT)
1:36
1:10
53"x41" CMP
E
A
S
E
M
E
N
T
E
A
S
E
M
E
N
T
20'
GARDENIA ST
997 EVERNIA ST
1008
1
00 10102030
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
STA. 22+00.00
13CROSS SECTIONS
0.0 45.4
0 159
STA. 22+26.91 0.0 0.0
0
END EARTHWORK
23
Q:\2020\2003637_001_Drainage_Improvement\CADD\Roadway - Arch Pipe Alternative\SUMQRD01.DGNZSchmidt3/15/2023 1:54:45 PM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DRAINAGE IMPROVEMENTS
RIVIERA AVENUE AND GARDENIA STREET
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
P.E. LICENSE NUMBER 89038
STEVEN R. EDINGER II, P.E.
SUMMARY OF QUANTITIES
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
102-1 MAINTENANCE OF TRAFFIC LS 1
14
SUMMARY OF PERFORMANCE TURF
LOCATION
SIDE ID
AREA
TURF (SOD)
PERFORMANCE
NOTES
DESIGN
REMARKS
CONSTRUCTION0570 1 2
STA. TO STA.
SY
P F
9+50.00 to 22+26.91 LT-RT 3499 4744.6
SUB-TOTAL:4744.6
TOTAL:4745
SUMMARY OF EARTHWORK
NO.
PAY ITEM PAY ITEM DESCRIPTION
CY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
120-6 EMBANKMENT 2639.0
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA UNITS
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.P F P F
0110 1 1 CLEARING AND GRUBBING 9+50.43 TO 22+36.55 LT-RT 4572 AC 0.98 0.98
of fences
removal and resetting
Item includes cost of
SUMMARY OF LUMP SUM ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
101-1 MOBILIZATION 1
108-1 AND SETTLEMENT MONITORING
MONITOR EXISTING STRUCTURES - INSPECTION 1