holden heights ds-5 community … · fdot remove existing fence remove existing fence existing...
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BLBL
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BL
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BL
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105
110
90
95
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105
110
VSCALE: 1" = 5'HSCALE: 1" = 10'
S-108
S-112S-110
PGL 104.05
CONST. 18" RCP
S-204 S-206
PGL 103.62
S-202
BL
S-212
18TH STREET
18TH STREET
18TH STREET
19TH STREET
S-201
S-200
S-210S-208
CONST. 18" RCP
CONST. 30" RCP
S-202
S-204
INV. 97.86TOP EL. 104.25STA. 111+80.00, 16.50' RTTYPE P-2 INLETCONST. FDOT
CONST. 24" x 38" ERCP
TO
TO
FROM
TO
CONST. 18" RCP
CONST. 18" RCP
CONST. 18" RCP
CONST. 18" RCP
VSCALE: 1" = 5'HSCALE: 1" = 10'
PGL 105.09
BL
STA. 111+80 STA. 206+85
BL
18TH STREET
STA. 207+75
INV. 94.00STA. 207+75.00, 81.3' LTCONST. FDOT MES (2:1)
S-201
PGL 103.30
S-114FROM
S. INV. 97.80W. INV. 96.80E. INV. 96.80TOP EL. 104.25STA. 111+80.00, 16.50' LTTYPE P-2 INLETCONST. FDOT
1:4 MAX1:4
MAX
CONST. 30" RCP
TO
CONST. 18" RCP
CONST. 18" RCP
FROM S-208
FROM S-202
PGL 103.94
CONST. 6" DRIVEWAY
S-201
1:4
MAX
1:5 S
LOPE
12' BERM
STA. 209+76
(TYP.)1:4 MAX SIDE SLOPE
(TYP.)1:4 MAX SIDE SLOPE
19TH STREET
STA. 112+90
EXISTING 30" RCP TO REMAIN
S-114
S-110
CONST. 30" RCP
TO
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
1:4 MAX SIDE SLOPE (TYP.)
1:4 MAX SIDE SLOPE (TYP.)
DRAINAGE STRUCTURES
50
CONST. 14" x 23" ERCP
E. INV. 99.32S. INV. 100.65TOP EL. 103.94STA. 204+33.53, 16.50' LTTYPE P-2 INLETCONST. FDOT
INV. 100.71TOP EL. 103.94STA. 204+33.53, 16.50' RTTYPE P-2 INLETCONST. FDOT
CONST. 14" x 23" ERCP
W. INV. 98.82E. INV. 98.82S. INV. 100.27TOP EL. 103.46STA. 206+85.00, 16.50' LTTYPE P-2 INLETCONST. FDOT
INV. 100.33TOP EL. 103.46STA. 206+85.00, 16.50' RTTYPE P-2 INLETCONST. FDOT
W. INV. 98.62E. INV. 99.75N. INV. 98.62RIM EL. 104.10STA. 207+75.00, 16.50' LTMH TYPE J (5' DIA.)CONST. FDOT
STA. 204+34
CONST. 2" PVC WM
CONST. 2" PVC WM
CONST. 6" DI WM
CONST. 6" DI WM
CONST. 6" DI WM
CONST. 6" DI WM
INV. 101.40TOP EL. 105.25STA. 209+76.00, 16.50' LTTYPE P-2 INLETCONST. FDOT
INV. 101.46TOP EL. 105.25STA. 209+76.00, 16.50' RTTYPE P-2 INLETCONST. FDOT
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCEEXISTING FENCE TO REMAINREMOVE EXISTING FENCE
REMOVE EXISTING FENCE
DS-5
INV. 97.02TOP EL. 105.75STA. 112+92.75, 13.93' LTFDOT TYPE J-5 INLET (6' DIA.)REPLACE EXISTING DBI w/
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-
Drain
ageStructures.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
VSCALE: 1" = 5'HSCALE: 1" = 10'
VSCALE: 1" = 5'HSCALE: 1" = 10'
90
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BL
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90
95
100
105
110
90
95
100
105
110
R/
WR/
W
R/
WR/
W
S-404
S-406
CONST. 18" RCP
S-400
S-404
S-402
S-408
CONST. 18" RCP
S-402
BL
BL
TO
TO
FROM
CONST. 18" RCP
TO S-306
S-308S-310
CONST. 18" RCP
CONST. 18" RCP
CONST. 18" RCP
TO
FROM S-308
S-302
S-312
S-306
S-304
PGL 101.28
CONST. 48" RCP
CONST. 48" RCP
S-324
PGL 104.39
R/
W
R/
W
R/
W
R/
W
BL
BL
MILLER AVENUE
MILLER AVENUE
MILLER AVENUE
STA. 403+25
CONROY STREET
STA. 405+80
CONROY STREET
EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
1:4
INV. 94.88TOP EL. 104.55STA. 302+40.00, 16.50' LTTYPE P-1 INLETCONST. FDOT
STA. 307+06STA. 302+40
STA. 305+40
INV. 93.92TOP EL. 101.31STA. 305+40.00, 16.50' LTTYPE P-2 INLETCONST. FDOT
INV. 93.86TOP EL. 101.31STA. 305+40.00, 16.50' RTTYPE P-2 INLETCONST. FDOT
PGL 101.15PGL 103.13
CONST. 18" RCP
INV. 97.76TOP EL. 101.24STA. 405+80.00, 17.50' LTTYPE P-2 INLETCONST. FDOT
CONST. 18" RCP
PGL 101.08
EXISTING FENCE TO REMAIN
EXISTING CHANNEL TO REMAIN
1:41:4
CONST. 24" RCP
DRAINAGE STRUCTURES
51
INV. 99.49TOP EL. 103.29STA. 403+25.00, 17.5' LTTYPE P-1 INLETCONST. FDOT
INV. 94.82TOP EL. 104.55STA. 302+40.00, 16.50' RTTYPE P-1 INLETCONST. FDOT
INV. 95.37STA. 306+53.36, 22.77' LTCONST. MES (1:4)
CONST. 6" DI WM
CONST. 6" DI WM
CONST. 6" DI WM
CONST. 2" PVC WM
S. INV. 93.00N. INV. 93.71TOP EL. 101.66STA. 306+50.20, 4.42' LTTYPE J-1 INLETCONST. FDOT
CONST. 30" RCP
CONST. 54" RCP
S-302FROM
BL
STA. 306+50
MILLER AVENUE
S-301
CONST. 54" RCP
W. INV. 92.50S. INV. 92.50RIM EL. 102.00STA. 307+06.74, 32.08' RTMH TYPE J (10' DIA.)CONST. FDOT
S-300TO
PGL 101.47
INV. 99.44TOP EL. 103.29STA. 403+25.00, 17.50' RTTYPE P-1 INLETCONST. FDOT
W. INV. 97.69E. INV. 97.19N. INV. 97.69TOP EL. 101.24STA. 405+80.00, 17.50' RTTYPE J-2 INLETCONST. FDOT
W. INV. 93.65E. INV. 92.90N. INV. 92.90RIM EL. 101.75STA. 306+50.00, 28.03' RTMH TYPE J (8' DIA.)CONST. FDOT
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
DS-6
S-302
FROM S-306
CONST. 30" RCP
CONST. 54" RCP
S-301TO
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-
Drain
ageStructures.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
BL
90
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100
105
110
BL
90
95
100
105
110
90
95
100
105
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BL
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BL
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105
110
VSCALE: 1" = 5'HSCALE: 1" = 10'
VSCALE: 1" = 5'HSCALE: 1" = 10'
BL
S-432 S-430
S-429
S-428
S-434
S-414
S-428
S-414
R/
W
R/
W
S-416
S-422
S-414
CONST. 19" x 30" ERCP
TO
CONST. 19" x 30" ERCP
FROM
TO
FROM
FROM
BL
WOODS STREET
TO
CONST. 18" RCP
PGL 102.22
CONST. 18" RCP
TO S-12
CONST. 18" RCP
S-30S-32
R/
W
R/
W
R/
W
R/
W
R/
W
INV. 98.50TOP EL. 102.38STA. 704+00.00, 16.50' RTFDOT P-2 INLETCONST. FDOT
INV. 98.44TOP EL. 102.38STA. 704+00.00, 16.50' LTFDOT P-2 INLETCONST. FDOT
R/
W
R/
W
STA. 502+25
INDIANA STREET
INDIANA STREET
STA. 704+00
WOODS STREET
EXISTING FENCE TO REMAIN
BUIL
DIN
G
EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
CONST. 30" RCP
INDIANA STREET
PGL 105.01
STA. 505+78
S-429
CONST. 24" x 38" ERCPPGL 104.96
S-422
STA. 722+65
INV. 100.42TOP EL. 105.10STA. 722+65.00, 8.25' LTTYPE P-6 INLETCONST. FDOT
PGL 104.94
EXISTING 18" PVC TO REMAIN
WOODS STREET
STA. 721+36
S-412TO
EXISTING FENCE TO REMAIN
STA. 503+80
EXISTING WALL TO REMAIN
EXISTING WALL TO REMAIN
R/
W
R/
W
1:4 MAX SIDE SLOPE
S-429
S-428TO
S-430FROM
1:4
1:4
EXISTING FENCE TO REMAIN
CONST. 36" RCP
PGL 105.46
CONST. 30" RCP
W. & S. INV 100.39N. INV 101.88 (EXISTING)TOP EL. 105.10STA. 722+65.00,8.25' RTTYPE J-6 INLETCONST. FDOT
DRAINAGE STRUCTURES
52
1:2 MAX SIDE SLOPE
1:3 MAX SIDE SLOPE
EXISTING 42" RCP TO REMAIN
INV. 101.62W. SLOT EL. 103.63TOP EL. 104.50STA. 503+80.00, 21.00' RTw/ 1- NON-TRAV. SLOTTYPE D INLETCONST. FDOT
EXISTING 15" STEEL PIPE TO REMAIN
CONST. 15" RCP
CONST. 2" PVC WM
CONST. 2" PVC WM
CONST. 2" PVC WM
CONST. 2" PVC WM
CONST. 2" PVC WM
W. INV. 101.06S. INV. 100.14N. INV. 100.14RIM EL. 105.37STA. 721+36.00, 4.59' RTMH TYPE J (6' DIA.)CONST. FDOT
INV. 101.23TOP EL. 105.12STA. 505+78.00, 17.50' RTTYPE P-2 INLETCONST. FDOT
INV. 101.92TOP EL. 105.17STA. 502+25.00, 17.50' RTTYPE P-2 INLETCONST. FDOT
INV. 101.96TOP EL. 105.17STA. 502+25.00, 17.50' LTTYPE P-2 INLETCONST. FDOT
CONST. 14" x 23" ERCP
CONST. 19" x 30" ERCP
CONST. 19" x 30" ERCP
CONST. 14" x 23" ERCP
INV. 101.29TOP EL. 105.12STA. 505+78.00, 17.50' LTTYPE P-2 INLETCONST. FDOT
CONST. 24" x 38" ERCP
BUIL
DIN
G
REMOVE EXISTING FENCE
DS-7
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-
Drain
ageStructures.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
F-105.28F-105.98
OHP
OHP
OH
P
OH
P
OH
P
OH
P
F-106.07
F-106.14
F-106.12
F-108.77
OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OH
P
OH
P
OHP
OHP
OHP OHP OHP OHP OHP
OHP
OHP
OHP
CONCRETE DRIVE
DIRT PARKING
DRIV
E
CO
NC
RE
TE
DRIV
E
DIR
T
DRIV
E
DIR
T
DIRT DRIVE
24"R
CP
HEADWALL
INV. EL.=96.95
ED
GE
OF
WA
TE
R
TO
P
OF B
AN
K
6' CHAIN LINK FENCE
CONCRETE
DRIVE
DRIV
E
DIR
T
DIRT DRIVE
DIRT
DRIVEDRIVE
DIRT
6'
CH
AIN LIN
K F
EN
CE
5' HOMEMADE FENCE
WITH REBAR & PVC
DRIVE
CONCRETE
GATEGATE
ASPAHLT PAVEMENT
DIRT
DRIVE
F-104.26
F-103.75
CONCRETE
SLAB
TO
P
OF B
AN
K
ED
GE
OF
WA
TE
R
DIRT
DRIVE
DIRT
DRIVE
DRIVE
DIRT
DIRT
DRIVE
TOP OF
TOE OF
ROAD
GRASS
TO
P
OF B
AN
K
6'
WO
OD F
EN
CE
TO
P
OF B
AN
K
4'
CH
AIN LIN
K F
EN
CE
6' WOOD FENCE
TOP OF BANK
GATEGATE
CO
NC
RE
TE
DRIV
E
6' CHAIN LINK FENCE
F-106.65
F-105.75
DIRT
DRIVE
DRIVE
DIRT
6'
CH
AIN LIN
K F
EN
CE
GATE
PLANTER
TOE OF SLOPE
TOP OF BANK
DIRT ROAD
24"R
CP
INV. EL.=96.79
IN
V.
EL.=
97.3
2
DIRT ROAD
CONCRETE
SLAB
TOE OF
SLOPE
OHPOHPOHP
OH
P
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OH
P OH
P
SLOPE
BA
NK
GRASS
ROAD
5' CHAIN LINK FENCE
6' CHAIN LINK FENCE
5'
CH
AIN LIN
K F
EN
CE
GATEGATE
GATE
GATE
6' CHAIN
LINK FENCE
5' CHAIN
LINK FENCE
TOE OF SLOPE
6' CHAIN LINK FENCE WITH BARBED WIRE
0
TOP OF BANK
103
105
105
105
103
101
106
103
105
102
102
102
102
102
102
105
105
104
105
104
104
105
105
101
102
102
103
104
103
105
105
99
100
101
101
101
104
103
105
105
104
105
102
103 1
03
103
103
103
105
105
99
104
104
106
103
104
102
103
103
105
104
103
104
105
100
102
102
103
104
106
PP
PP
PP
PPPP
PP
PPB
B
PP
PP
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-Pond1.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
BGL BGL
R/W
R/W
R/W
R/
WR/
W
R/WR/W
R/W
R/WR/W
R/W
R/
WR/
W
R/WR/W
R/W
BORING: D-2
BORING: D-1
BORING: HH1-1BORING: HH1-2
BORING: HH1-3
BORING: HH1-5
BORING: HH1-4
204205
206207
208209
305 306 307 308 309
712
713
714
715
S-200
S-300
S-302
S-324
S-304
18TH STREET
S-208
S-204
S-202
S-500
S-312
S-306
POND 1
[102]
[102]
[85.5]
[90][91]
[92][93]
[94][95]
[95.5]
[96]
[97.5]
[97]
[98]
[99]
[100]
[101]
1:5
1:2
1:5
1:2
CONST. 12' MAINTENANCE BERM
12' MAINTENANCE BERM
S-212
S-210
S-206
0 20
N
[85.5]
[90][91]
[93][92]
[94][95]
[95.5]
[96]
[97]
[97.5]
[98]
[99]
[102]
[102]
[101]
[100]
MILLER AVENUE
S-201
CONST. 30" RCP
CONST. 24" RCP
CONST. 48" RCP
CONST. 54" RCP
CONST. 48" RCP
CONST. 30" RCPCONST. 18" RCPCONST. 18" RCP
SITE LAYOUT
STORMWATER POND CD-1
CONST. 14" x 23" ERCP
0.06 AC SURFACE WATER IMPACTS
SURFACE WATER IMPACTS TO EXISTING DITCH
CONST GATE (12' OPENING)
ST
A.
307
+19.9
3,
102.2
8'
RT
ST
A.
307
+39.6
5,
102.4
6'
RT
ST
A.
207
+65.7
9,
108.6
0'
LT
ST
A.
207
+87.7
9,
108.7
3'
LT
PER FDOT INDEX 281
(18" THICKNESS) (DITCH LINING)
CONST. 31 TONS~ RUBBLE RIPRAP
PER FDOT INDEX 281
(18" THICKNESS) (DITCH LINING)
CONST. 22 TONS~ RUBBLE RIPRAP
CONST. 712' ~ TYPE B FENCE (6' HEIGHT)
S-301
CONST. 54" RCP
100 YR / 24 HR = 104.5525 YR / 96 HR = 103.8025 YR / 24 HR = 103.7310 YR / 24 HR = 103.22MEAN ANNUAL = 101.33
NWL = 97.50
CONST. VINYL COATED (DARK GREEN COLOR) GATE (12' OPENING)
HEIGHT)
GREEN COLOR) TYPE B FENCE (6'
CONST. 478' ~ VINYL COATED (DARK
53
28
R
15
R
38.5
R
38.5
R
38.5
R
16.5
R
38.5
R
38.5
R
12' BERM
1.73'
BOTTOM OF POND EL 85.5
INV. 95.50
POND BERM EL. 102.0
GRATE TOP EL. 99.00
1:5
1:2500
DROP STRUCTURE DETAILPOND 1
VSCALE 1" = 5'
HSCALE 1" = 10'
VARIES BERM 12'
EXISTING GRADE
AASHTO T99, METHOD C.
COMPACT TO 100% OF THE MAXIMUM DENSITY PER
OF PERCENT FINES > 5 AND < 20, PLASTIC INDEX < 7.
CONST. POND EMBANKMENT WITH SANDS CONSISTING
BOTTOM OF POND 85.50
GRADE BREAK EL. 95.50
BERM TOP
VSCALE 1" = 5'
HSCALE 1" = 10'
TYPICAL STORMWATER POND CROSS SECTION
NWL EL. 97.50
32.5' 20'
GRADE BREAK EL. 95.50
1:5
1:5
1:2
STA. 206+54.23, 82.82' LTCONST. TYPE C INLET
CONSTRUCTION IS REQUIRED (6" MIN. DEPTH)
CLEAR & GRUB ALL AREAS WHERE EMBANKMENT
TYPICAL SECTIONS & DETAILS
STORMWATER POND
502
CONST 219'~24" RCP
INV. 95.00STA. 206+54, 143.23' RTCONST. FDOT MES
18
TH S
TR
EE
T R/
W
18
TH S
TR
EE
T R/
W
1:4
CONST. 18" RCP
CD-2
BETWEEN BOTTOM OF TEE & GRADEMAINTAIN 12" MIN. SEPARATION CONST. 3" PVC TEE (INV. 97.50)
HEIGHT) GREEN COLOR) TYPE B FENCE (6' CONST. VINYL COATED (DARK
HEIGHT) GREEN COLOR) TYPE B FENCE (6' CONST. VINYL COATED (DARK
54
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-sdetails1.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
DRIVEWAY WIDTH VARIES
4"
SID
EW
AL
K
6"
DRIV
EW
AY
1' TRANSITION1'
1' TRANSITION
WIDTH VARIES
5'
3' TRANSITION TO DROP CURB
3' GUTTER TRANSITION3' GUTTER TRANSITION
LE
NG
TH
VA
RIE
S
5'
VARIES (4' OR 5')SIDEWALK WIDTH
NTS
12"
6"
6"
3"R
2"R
8"
"R43
"2
16
":1' SLOPE43
MODIFIED TYPE "F" CURB
NTS
TYPICAL DRIVEWAY APRON DETAIL
DROP CURB
TYPE F CURB
6" CONCRETE DRIVEWAY
DRIVEWAY LOCATIONS, WIDTHS, AND LENGTHS
REFER TO SUMMARY OF CONCRETE DRIVEWAYS FOR
12' MIN.
DROP CURBDROP CURB
TYPE 2 OR 4 INLET
NTS
DROP CURB/ INLET TRANSITION DETAIL
S
O
SR
EN
C
GE
NA
OR
AB
OR
D
NOU YT
S.W.O
FL
RID
A
IO
OB
O
DI
OU
F
COYNT C
ISMM
S.W.
UOCE
NA
G
R
YTN
R
LFO
A
IS
MMONUO
RA
C
OD
F
IS
TY C
NS
RE
O
NTS
STANDARD MANHOLE DETAIL
2015
2015
55
ROADWAY AND CIVIL DETAILS
SPACED, 5'-0" MAXIMUM SPACING
1 1/2" DEEP SAWEST JOINT EQUALLY
2%
VARIESVARIES
6" CONC. DRIVEWAY
6" CONC. DRIVEWAY
6" CONC. SIDEWALK
R/
W
NTS
SIDEWALK/DRIVEWAY TRANSITION
ROADWAY PAVEMENT
FRONT VIEWLONGITUDINAL VIEW
CD-3
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-
GeneralN
otes.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-Strip
ePla
n1.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
R/WR/W
R/WR/W
R/W
R/
W
R/
W
R/WR/W
R/WR/W
R/W
R/
W
R/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
WR/
W
R/
WR/
W
R/W
R/
W
R/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/
WR/
WR/
W
R/
WR/
W
R/WR/W
R/
W
R/W
R/W
R/
W
R/
W
R/W
N
500
2'x6' WHITE
2'x6' WHITE
2'x6' WHITE
30" x 30"
R1-1
30" x 30"
R1-1
2'x8' WHITE
20TH STREET
WO
OD
S S
TR
EE
T
19TH STREET
WE
ST
MO
RE
LA
ND
DRIV
E
30" x 30"
R1-1
2'x6' WHITE
KALEY STREET
OR
AN
GE
BL
OS
SO
M T
RAIL
24" WHITE STOP BAR
30" x 30"
R1-1
24" WHITE STOP BAR
24" WHITE STOP BAR
30" x 30"
R1-1
24" WHITE STOP BAR
24" WHITE STOP BAR 12" WHITE
12" WHITE
12" WHITE
12" WHITE
12" WHITE
AND SHALL BE APPROVED BY COUNTY PRIOR TO INSTALLATION.
NEW STOP SIGNS SHALL BE STOP-STREET COMBINATION SIGNS
ALL NEW SIGNS SHALL BE RETROFLECTIVE
MARKING DETAILS
SIGNAGE AND PAVEMENT CD-4
56
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-Strip
ePla
n2.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
R/WR/W
R/WR/W
R/
W
R/
W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
WR/
WR/
W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
WR/
W
R/
WR/
W
R/W
R/W
R/
WR/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
W
500
N
2'x8' WHITE
2'x8' WHITE
18TH STREET
MILLER AVENUE
WE
ST
MO
RE
LA
ND
DRIV
E
MILLER STREET
2'x6' WHITE
OR
AN
GE
BL
OS
SO
M T
RAIL
MARKING DETAILS
SIGNAGE AND PAVEMENT
24" WHITE STOP BAR
30" x 30"
R1-1
30" x 30"
R1-1
30" x 30"
R1-1
30" x 30"
R1-1
24" WHITE STOP BAR
24" WHITE STOP BAR
24" WHITE STOP BAR
12" WHITE
12" WHITE
12" WHITE
AND SHALL BE APPROVED BY COUNTY PRIOR TO INSTALLATION.
NEW STOP SIGNS SHALL BE STOP-STREET COMBINATION SIGNS
ALL NEW SIGNS SHALL BE RETROFLECTIVE
CD-5
57
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-Strip
ePla
n3.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
R/WR/W
R/WR/W
R/W
R/
WR/
W
R/
WR/
W
R/WR/W
R/WR/W
R/W
R/WR/W
R/WR/W
R/W
R/W R/W R/W R/W
R/
WR/
W
R/
WR/
W
R/
W
R/W R/W R/W R/W R/W
R/WR/W
R/WR/W
R/WR/W
R/WR/W
R/WR/W
R/
WR/
WR/
WR/
WR/
WR/
W
500
N
MARKING DETAILS
SIGNAGE AND PAVEMENT
2'x8' WHITE
2'x8' WHITE
CONROY STREETW
OO
DS S
TR
EE
T
INDIANA STREET
GRAND STREET
OR
AN
GE
BL
OS
SO
M T
RAIL
DO NOT
ENTER
30" x 30"
R5-1
58
30" x 30"
R1-1
24" WHITE STOP BAR
24" WHITE STOP BAR
OU
TLE
TN
O
30" x 30"
W14-2
12" WHITE
12" WHITE
EXISTING STOP SIGN TO REMAIN
DO NOT
ENTER
W1-6R
30" x 30"
R5-1
24" WHITE STOP BAR
AND SHALL BE APPROVED BY COUNTY PRIOR TO INSTALLATION.
NEW STOP SIGNS SHALL BE STOP-STREET COMBINATION SIGNS
ALL NEW SIGNS SHALL BE RETROFLECTIVE.
18" x 18"
OM4-1
18" x 18"
OM1-1
30" x 30"
R1-1
30" x 30"
R1-1
CD-6
0
DateRevision Approved SINGHOFEN & ASSOCIATES, INC.
STORMWATER MANAGEMENT AND CIVIL ENGINEERING
7/12/2017
DRAWING No
N:\
Orange\
OC
_Hold
en
Heig
hts\
DG
N\
HH-S
WP
PP1.d
gn
Approved by:
Checked by:
Drawn by:
Designed by:
Vertical Datum:
DBPR No. 5112
Fax: (407) 679-2691
Ph: (407) 679-3001
Orlando, Florida 32817
11723 Orpington Street, Suite 100
1988
RBG/BRW
RBG
BRW
PER COUNTY 8/30/2015 BRW
Project No 2010-007.30
SHEET
OF
DESIGN ENGINEER
FLORIDA REGISTRATION No.
BRETT R. WITTE, P.E.
70720
ORANGE COUNTY PUBLIC UTILITIES
ORANGE COUNTY PUBLIC WORKS
ORANGE COUNTY, FLORIDA PHASE IV
COMMUNITY IMPROVEMENTS
HOLDEN HEIGHTS
83
BRW/ADB
PER COUNTY BRW1/23/17
7/12/17 BRWREVISED SHEET NUMBERS PER CLIENT
R/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/WR/W
R/WR/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
W
R/WR/W
R/WR/WR/WR/W
R/WR/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
W
R/W R/W
R/W R/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/W
R/WR/WR/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/W
R/WR/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/W
R/WR/W
R/WR/W
R/
W
R/
W
R/WR/W
R/
WR/
W
R/
W
R/
W
R/
W
R/WR/WR/W
R/W
R/
W
R/
WR/
W
R/W R/W
R/W R/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/WR/W
R/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/W R/W R/W
R/WR/W
R/W
R/W
R/
WR/
W
R/
W
R/W
R/
WR/
WR/
WR/
WR/
WR/
WR/
WR/
WR/
WR/
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/
WR/
WR/
WR/
WR/
W
R/
WR/
WR/
WR/
WR/
W
R/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/W R/W R/W R/W R/WR/W
R/
W
R/
WR/
W
R/W
R/
W
R/
W
R/W
R/W
R/
W
0
N
18T
H S
TR
EE
T
20
TH S
TR
EE
T
IN
DIA
NA S
TR
EE
T
S ORANGE BLOSSOM TRAIL
S WESTMORELAND DR
19T
H S
TR
EE
T
CO
NR
OY S
TR
EE
T
100
LEGEND
KA
LE
Y
AV
EN
UE
GR
AN
D S
TR
EE
T
CONST. 433'~SILT FENCE
CONST. 865'~SILT FENCE
CONST. 860'~SILT FENCE
CONST. 1362'~SILT FENCE
CONST. 1152'~SILT FENCE
CONST. 1476'~SILT FENCE
CONST. 888'~SILT FENCE
PRIOR TO BEGINNING CONSTRUCTION.
TO ADJACENT PROPERTIES AND RESIDENTS. APPROVAL OF WORK ZONE LIMITS IS REQUIRED FROM ENGINEER
CONTRACTOR SHALL LIMIT WORK ZONES WITHIN EXISTING RIGHT-OF-WAY TO AVOID EXCESSIVE IMPACTS
CONSTRUCTION ZINES.
STOCKPILE AND CONSTRUCTION STAGING AREAS AND WILL DEFINE THE MAXIMUM LIMITS OF ALL ACTIVE
BACKFILL. THE PLAN ALSO WILL DETAIL THE EOOSION CONTROL MEASNURES TO BE EMPLOYED AT ALL
AND GRUBBING, EXCAVATION, HAULING OF EXCAVATED MATERIALS, AND PLACEMENT OF EMBANKMENT AND
DEVICES TO BE USED DURING EACH STAGE OF CONSTRUCTION, INCLUDING TREE REMOVAL, CLEARING
INSTALLATION AND MAINTENANCE OF ALL TEMPORARY AND PERMANENT SEDIMENT AND EROSION CONTROL
THE EROSION CONTROL PLAN WILL BE SUBMIT FOR APPROVAL BY THE ENGINEER AND WILL ADDRESS THE
WOODS STREET
MILLE
R
AV
EN
UE
EXISTING RIGHT-OF-WAY
LOT LINE
STORM PIPE
SILT FENCE
TURBIDITY BARRIER
TURBIDITY BARRIER TURBIDITY BARRIER
TUBIDITY BARRIER
CONST. FLOATING
CONST. 455'~SILT FENCE
TURBIDITY BARRIER
CONST. 600'~SILT FENCE
CONST. 595'~SILT FENCE
CONST. 708'~SILT FENCE
CONST. 711'~SILT FENCE
CONST. 654'~SILT FENCE
CONST. 605'~SILT FENCE
CONST. 634'~SILT FENCE
CONST. 716'~SILT FENCE
LAKE JUNE
CONTROL PLAN
SWPPP EROSION
59
CD-7