HOLDEN HEIGHTS DS-5 COMMUNITY … · 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

BLBL

90

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

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


E. INV. 99.32S. INV. 100.65TOP EL. 103.94STA. 204+33.53, 16.50' LTTYPE P-2 INLETCONST. FDOT



W. INV. 98.82E. INV. 98.82S. INV. 100.27TOP EL. 103.46STA. 206+85.00, 16.50' LTTYPE 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


REMOVE EXISTING FENCE



REMOVE EXISTING FENCEEXISTING FENCE TO REMAINREMOVE 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:\

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en

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HH-

Drain

ageStructures.d

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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

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

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


1:4


STA. 307+06STA. 302+40

STA. 305+40



PGL 101.15PGL 103.13

CONST. 18" RCP


CONST. 18" RCP

PGL 101.08


EXISTING CHANNEL TO REMAIN

1:41:4

CONST. 24" RCP

DRAINAGE STRUCTURES

51



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


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





DS-6

S-302

FROM S-306

CONST. 30" RCP

CONST. 54" RCP

S-301TO



7/12/2017

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Approved by:

Checked by:

Drawn by:

Designed by:

Vertical Datum:

DBPR No. 5112

Fax: (407) 679-2691

Ph: (407) 679-3001



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



BL

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

BL

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

105

110

90

95

100

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


TO


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


BUIL

DIN

G

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


PGL 104.94

EXISTING 18" PVC TO REMAIN

WOODS STREET

STA. 721+36

S-412TO


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


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










BUIL

DIN

G


DS-7



7/12/2017

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Approved by:

Checked by:

Drawn by:

Designed by:

Vertical Datum:

DBPR No. 5112

Fax: (407) 679-2691

Ph: (407) 679-3001



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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



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Approved by:

Checked by:

Drawn by:

Designed by:

Vertical Datum:

DBPR No. 5112

Fax: (407) 679-2691

Ph: (407) 679-3001



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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


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



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Approved by:

Checked by:

Drawn by:

Designed by:

Vertical Datum:

DBPR No. 5112

Fax: (407) 679-2691

Ph: (407) 679-3001



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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



7/12/2017

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gn

Approved by:

Checked by:

Drawn by:

Designed by:

Vertical Datum:

DBPR No. 5112

Fax: (407) 679-2691

Ph: (407) 679-3001



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB





7/12/2017

DRAWING No

N:\

Orange\

OC

_Hold

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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



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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



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



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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



ALL NEW SIGNS SHALL BE RETROFLECTIVE

CD-5

57



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



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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



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



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



1988

RBG/BRW

RBG

BRW



SHEET

OF

DESIGN ENGINEER



70720





HOLDEN HEIGHTS

83

BRW/ADB



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







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


TURBIDITY BARRIER









LAKE JUNE

CONTROL PLAN

SWPPP EROSION

59

CD-7

Documents

HOLDEN HEIGHTS DS-5 COMMUNITY … · 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