Y22-718_Drawings2.pdf

D A

Y T

O N

A

T O

R

L A

N D

O

10/22/2020 3:27:10 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\KEYSRD01.DGNdledgerwood

CERTIFICATION TO PLANS

ENGINEER:DATE: REG. NO.

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

O U

N T

Y

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

Y

OSCEOLA COUNTY

LAKE APOPKA

FLORIDA

T

PK

E-W

E

W

GALLOWAY DR.

1-4

1-4

I-4

0 1 2

N

Mile

BRIDGES

NET LENGTH OF PROJ.

EXCEPTIONS

GROSS LENGTH OF PROJ.

LENGTH OF PROJECT

LINEAR FT. MILES

ELEV. = 100.30'

STA. 109+18.15, 9.46' LT.

RAILROAD SPIKE ON POWER POLE (#419E3)

ORANGE COUNTY BM R-368-010

ELEV. = 99.77'

STA. 159+15.39, 71.78' LT.

3" DISK AT SANITARY LIFT STATION

ORANGE COUNTY BM L-1225-015

M

IA

M I

M P

A

COCOA

TO

W

IL

D W

O O D

FOR TEXAS AVENUE

SOURCE OF BENCH MARK DATUM

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

PLANS WERE PREPARED TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS

THEY EXISTED AT THE TIME OF PLANS PREPARATION. DEEDS, CONDITIONS AND OWNERSHIP OF

PROPERTIES MAY HAVE CHANGED SINCE PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL

ADDRESS CHANGES AND NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES.

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPERATION.

NOTE

tel. 407.971.8850

Certificate No. 7074

Oviedo, FL 32765

3000 Dovera Drive, Suite 200

SECS. 15,16,21,22 TWP. 23 SOUTH RGE. 29 EAST

LOCATION MAP

OF

SHEET 1

BYDATEREVISIONS

VICINITY MAP

LOCATION

PROJECT

DRAWN BY : LG

DESIGNED BY: DKL

407-532-8509

UTILITIES ENCOUNTERED

CABLE: BRIGHT HOUSE NETWORKS

WATER & ELECTRIC: OUC

PHONE: AT&T

407-254-9718

407-236-9651

407-351-8180

GAS: TECO PEOPLES GAS 407-420-2678

480-596-4595

888-623-0931

TRAFFIC: AMERICAN TRAFFIC SOLUTIONS

COMMUNICATIONS: CROWN CASTLE

WATER & SEWER: ORANGE COUNTY UTIL.

800-432-4770

1679.89

1679.89

1679.89

0.318

0.318

0.318

ORANGE

F L O R I D A

G O V E R N M E N T

OUNTC Y

DESCRIPTIONSHEET

KEY SHEET

GENERAL NOTES

PLAN & PROFILE SHEETS

INDEX OF SHEETS

U-1

U-3

U-5 - U-9

PROJECT LAYOUT

SUMMARY OF QUANTITIES

STANDARD DETAILS

DAVID K. LEDGERWOOD, P.E. 70585

utility

PROJECT NO: 5027

DISTRICT NO. 6

CIP NO. 5027

TO SOUTH OF HOLDEN AVENUE

FROM NORTH OF DUSKIN AVENUE

STA. 175+50.00

END PROJECT

U-4

STA. 160+00.00

BEGIN PROJECT

ORANGE COUNTY, FLORIDA

SEWER RELOCATION - EXTENSION

TEXAS AVENUE

AND CONSTRUCTION SPECIFICATIONS MAUNAL

1. ORANGE COUNTY UTILTIIES STANDARDS

DKL CHECKED BY:

APPROVED BY: DGC

AND CONSTRUCTION SPECIFICATIONS MAUNAL

CONSTRUCTION PLANS COMPLY WITH THE ORANGE COUNTY UTILITIES STANDARDS

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED

COMMUNICATIONS: LEVEL 3 COMM. 407-754-0106

SUNSHINE 811:

& SPECIFICATIONS

DESIGN STANDARDS

U-10 - U-11

U-12 COORDINATE ASSET TABLE

CONTRACTOR SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

U-2

DATE: 01/30/2020

DATE: 01/30/2020

DATE: 01/30/2020

DATE: 01/30/2020

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

GENERAL NOTES

10/22/2020 3:27:11 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\GNNTUW01.DGN

NO.

SHEET

TEXAS AVENUE

GENERAL NOTES

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

SET.

RELOCATION-ADJUSTMENT PROJECT UTILITY PLANS PREPARED BY CPH FOR ALL WORK SHOWN IN THIS PLAN

CONTRACTOR SHALL REFERENCE ALL GENERAL NOTES OUTLINED IN THE TEXAS AVENUE UTILITY

U2

SAN

SAN

SAN

SAN

SAN

W A

T E

R

W A

T E

R

WATER

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

WATER

W A

T E

R

W A

T E

R

W A

T E

R

WATER

WATER

WATER

WATER

155 160 165 170 175 180

U-8

U-7

U-9

U-5 U-6

TEXAS AVENUE

A

M E

R

IC

A N

B L

V D

H O

N O

U

A D

N

0 50 200

Feet

10/22/2020 3:27:15 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLAYUW01.DGN

PROJECT LAYOUT

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200 U3

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

10/22/2020 3:27:18 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\SUMQUW01.DGN

& PAY ITEM NOTES

SUMMARY OF QUANTITIES

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

TABULATION OF QUANTITIES

DESCRIPTION UNIT

SHEET NUMBERS

TOTAL GRAND REF.

PAY ITEM THIS TOTAL SHEET

NO. U-5 U-6 U-7 U-8 U-9 SHEET

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

10.150.110PW MAINTENANCE OF TRAFFIC LS 1

11.410.110PW BYPASS PUMPING FOR SANITARY SEWER MAINS (6" TO 12") LS 1 1 2

11.530.110PW REMOVE EXISTING PIPE LF 55 55

11.540.110PW REMOVE EXISTING MANHOLE EA 1 1

13.320.113PW SANITARY SEWER MAIN 10-INCH DIAMETER (10'-12' DEPTH) LF 263 263

13.320.114PW SANITARY SEWER MAIN 10-INCH DIAMETER (12'-14' DEPTH) LF 152 552 42 746

13.410.113PW SANITARY MANHOLES 4-FEET DIAMETER (10'-12') EA 2 2

13.410.114PW SANITARY MANHOLES 4-FEET DIAMETER (12'-14') EA 1 2 1 4

14.130.110PW DUPLEX PUMP STATION DEMOLITION LS 1 1

14.130.120PW MAINTENANCE OF EXISTING PUMP STATION LS 1 1

TO THE PUMP STATION IS ALSO INCLUDED UNDER THIS PAY ITEM.

PANELS, AND PUMPS UNTIL SUCH TIME AS THE LIFT STATION IS TAKEN OUT OF SERVICE. THE MONTHLY COST FOR POWER SERVICE

OF THE EXISTING LIFT STATION INCLUDING, ALL ASSOCIATED PRIVATE LINES TO THE LIFT STATION, VALVES, ELECTRICAL CONTROL

PAY ITEM 14.130.120PW, MAINTENANCE OF EXISTING PUMP STATION: CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED MAINTENANCE

TO THE TEXAS AVENUE UTILITY IMPROVEMENTS PROJECT CONSTRUCTION SPECIFICATIONS COMPLETED WITH THIS PROJECT.

THE DESCRIPTION OF WORK AND MEASUREMENT AND PAYMENT FOR PAY ITEMS IN THIS COMPONENT PLAN SET SHALL CONFORM

PAY ITEM NOTES

U4

162+00 163+00 164+00 165+00 166+00 167+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

.9

10/22/2020 3:27:22 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLPRUW1.DGN

PLAN & PROFILE

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

ELEV. = 96.67'

STA. 163+17.20, 112.48' LT.

BOX CUT ON FACE OF SIDEWALK

TBM 10

ELEV. = 96.62'

STA. 167+18.31, 116.98' LT.

BOX CUT AT BACK OF CURB

TBM 11

.7

@ { OF CONST.

EXISTING GROUND LINE

.9

.5

18" RCP

18" RCP

18" RCP 24" RCP

FL 93.30

S-202 S-203

S-204

S-206

PROFILE GRADE LINE

29" x 45" ERCP

TEXAS AVENUE

STA. 165+59.10 CL. CONST.

STA. 400+00.00 { CONST. POND B5

FL 87.80

FL 90.60

FL 90.50

FL 90.30

FL 90.10

FL 89.80

(-) 0.300% (-) 0.300%

29"X45" ERCP

42" RCP

18" RCP

FL 91.60

SAN

WATER

ELEC

TEXAS AVENUE

SS

SS

SAN

S S

P C

S

T A . 16

.5

163 164 165 166 P

R C

S

T A . 16

.3

N

0 10 40

Feet

PL

PL

PL

S-201

S-203

S-205

S-206S-204

S-207

S-202

0-201

0-202

S-207A

PROPOSED R/W LINE

EXIST. R/W LINE

O-200A

R/W LINE

PROPOSED

EXIST. R/W LINE

MH-1

10" PVC SS @ 0.24%

INSTALL 152 LF OF

EXIST. R/W LINE

PROPOSED R/W LINE

PROPOSED R/W LINE

EXIST. R/W LINE

EXIST. 20' D.E. & U.E.

TO REMAIN

EXIST. 10" PVC SS

O.U.C. EASEMENT

EXIST. 12'

FUTURE 15' D.E.

OF PROPOSED 10" SS AND MH

PROTECTED DURING INSTALLATION

SYSTEM TO BE LOCATED &

EXIST. OUC ELECTRIC DUCT

MH-6

S INV. = 84.61'

W INV. = 85.04'

E INV. = 84.75'

N INV. = 85.70'

TOP EL. = 99.33'

INSTALL MANHOLE

STA. 165+63.04, 2.1' LT

EXIST. 10" VCP SS TO REMAIN

(SEE CPH UTILITY PLANS)

RELOCATION - ADJUSTMENT PROJECT

OCU TEXAS AVE. UTILITY

PROPOSED 12" PVC SS PER

P I

.0

E L

.4

(-) 0.300% (+) 0.300%

P I

.6

E L

.2

(+) 0.300% (-) 0.300%

MH-1

10" PVC SS @ 0.24%

INSTALL 152 LF OF

INV. 84.75

TO BE REMOVED

EXIST. SAN. MANHOLE

TOP EL. = 99.33'

INSTALL MANHOLE

INV. 85.70INV. 84.61

TO BE REMOVED

EXIST. 10" PVC SS

42" RCP

S A

N

S A

N

W A

T E

R

WATER

SAN

U5

168+00 169+00 170+00 171+00 172+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

10/22/2020 3:27:25 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLPRUW2.dgn

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

.1

.7

.0

.5

36" RCP

36" RCP

FL 90.10

FL 90.40FL 92.60 FL 90.60

S-213

S-215 S-217

S-218

FL 88.00

(-) 0.300% (+) 0.300%

FL 89.90

36" RCP

29" x 45" ERCP

36" RCP

18" RCP

TEXAS AVENUE TEXAS AVENUE168 169 170 P

S

A

.8

171 172 N

0 10 40

Feet

S-218

S-212

S-213

S-214

S-215

S-216

S-217

TEXAS AVENUE

{ CONST.

EXIST. R/W LINE

PROPOSED R/W LINE

EXIST. R/W LINE

MH-2 MH-3

INSTALL 160 LF OF 10" PVC SS @ 0.24%

EXIST. R/W LINE

PROPOSED R/W LINE

EXIST. DRAINAGE EASEMENT

10" PVC SS @ 0.24%

INSTALL 85 LF OF

10" PVC SS @ 0.24%

INSTALL 307 LF OF

S INV. = 86.45'

N INV. = 86.55'

TOP EL. = 98.91'

INSTALL MANHOLE

STA. 168+80.00, 3.0' LT

S INV. = 87.29'

N INV. = 87.39'

TOP EL. = 99.51'

INSTALL MANHOLE

STA. 171+92.68, 3.0' LT

P I

.0

E L

.0

(-) 0.300% (+) 0.300%

SHW

GWT

MH-2 MH-3

10" PVC SS @ 0.24%

INSTALL 160 LF OF 10" PVC SS @ 0.24%

INSTALL 307 LF OF

INV. 86.45

INV. 86.55

INV. 87.39

INV. 87.29

TOP EL. = 99.51'

INSTALL MANHOLE

TOP EL. = 98.91'

INSTALL MANHOLE

10" PVC SS @ 0.24%

INSTALL 85 LF OF

W A

T E

R

W A

T E

R

W A

T E

R

SAN

U6

173+00 174+00 175+00 176+00 177+00 178+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

.0

.1

E L

.1

P I

.9

BY-PASS PUMPING ACTIVITIES.

ON ALL WORK TO BE PERFORMED, PLANNED SEWER INTERUPTIONS, AND REQUIRED

PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL COORDINATE WITH OWNER

CONTRACTOR SHALL NOTIFY OWNER OF THE LIFT STATION SEVEN (7) DAYS3.

AND ASSOCIATED PUMP STATION COMPONENTS SHALL BE REMOVED.

EXISTING PUMPS, RAILS, SWITCHES, VALVES, HANGERS, SENSORS, WIRES, ANY 2.

NOT LIMITED TO, CONDUIT, METER PEDESTAL, CONDUCTOR, AND FOUNDATIONS

OF ELECTRICAL SERVICE AND RELATED ELECTRICAL EQUIPMENT INCLUDING, BUT

CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY ON THE REMOVAL1.

NOTES:

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

10/22/2020 3:27:28 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLPRUW3.dgn

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

.1

@ { OF CONST.

EXISTING GROUND LINE

36" RCP

FL 91.80

S-219

S-221

.1

30" RCP

FL 92.30

FL 91.50

FL 91.00

24" RCP

ELEC

SAN

E L E

C

TEXAS AVENUE

SS

E L E

C

H O

N O

A D

ELEV. = 98.03'

OF CONC. PAD FOR TRANSFORMER

SET BOX CUT IN SE CORNER

TBM 12

ELEV. = 97.84'

IN SE CORNER OF ASPHALT PARKING AREA

SET BOX CUT IN FACE OF CONC. SIDEWALK

TBM 14

SAN

173 174 175 176 177 178 H

O N

O

A D

N

0 10 40

Feet

PL

PL

H O

N O

U R

R O

A D

S-219

S-220

S-222

TEXAS AVENUE

S-219A

O.U.C. EASEMENT

EXIST. 12'

EXIST. 12' O.U.C. EASEMENT

PL

MH-4

INSTALL 44 LF OF 10" PVC @ 0.24%

UTIL. EASEMENT

EXIST. 1O' DRAIN. &

EXIST. 16' O.U.C. EASEMENT

EXIST. R/W LINE

PROPOSED R/W LINE

EXIST. 12' O.U.C. EASEMENT

EXIST. R/W LINE

{ CONST.

10" PVC SS @ 0.24%

INSTALL 219 LF OF

S INV. = 88.12'

E INV. = 88.22'

TOP EL. = 98.65'

INSTALL MANHOLE

STA. 175+02.11, 2.2' LT

MH-5

W. INV. = 88.33'

E. INV. = 88.43' (8" DIP)

TOP EL. = 98.24'

INSTALL MANHOLE

EXIST. 4' DIA. WETWELL TO BE REMOVED

PIPING TO BE REMOVED

ELECTRICAL EQUIPMENT, AND ASSOCIATED

EXIST. WETWELL, VALVE VAULT, VALVES,

TO REMAIN

EXISTING 8" DIP SS

P I

.9

(+) 0.300% (-) 0.300%

P I

.0

E L

.8

(-) 0.300% (+) 0.300%

SHW

GWT

MH-4

10" PVC SS @ 0.24%

INSTALL 219 LF OF

INV. 88.12

TOP EL. = 98.65'

INSTALL MANHOLE

INV. 88.22

STATION EQUIPMENT TO BE REMOVED

EXIST. WETWELL AND ALL RELATED PUMP

W A

T E

R

W A

T E

R

WATER

W A

T E

R

S A

N S

A N

SAN

U7

WATER

E L E

C

S S

S A

N

SS

SAN

SAN

PRC STA. 166+67.34

400 401 402 403 404

P L

S-207

S-208

S-207A

MH-1

O.U.C. EASEMENT

EXIST. 12'

TO REMAIN

EXIST. MANHOLE

O.U.C. EASEMENT

EXIST.

O.U.C. EASEMENT

EXIST.

W INV. = 85.89'

E INV. = 85.93'

TOP EL. = 97.26'

EXIST. MH (31700005) TO REMAIN

E INV. = 85.01'

W INV. = 84.97'

S INV. = 84.92'

RIM. EL. = 97.79'

TO BE REMOVED

EXISTING SAN. MH (31700004)

SLOPE AND GRADE

PVC SS @ SAME

INSTALL 5 LF OF 10"

PVC SS @ 0.24%

INSTALL 12 LF OF 10"

MH-6

@ 0.28%

INSTALL 25 LF OF 10" PVC SS

EXIST. 10" VCP SS TO REMAIN SS TO REMAIN

EXIST. 10" VCP

EXIST. 10" SS TO REMAIN

S-208A

UTILITY EASEMENT

EXIST. DRAINAGE &

& UTILITY EASEMENT

EXIST. 20' DRAINAGE

C/L CONST. POND B-5

TO REMAIN

EXISTING 10" SS

S INV. = 84.61'

W INV. = 85.04'

E INV. = 84.75'

N INV. = 85.70'

TOP EL. = 99.33'

INSTALL MANHOLE

STA. 165+63.04, 2.1' LT

W INV. = 84.78'

E INV. = 84.88'

TOP EL. = 99.18'

INSTALL MANHOLE

STA. 165+65.15, 13.2' RT

INSTALLATION OF PROPOSED 10" SS AND MH

PROTECT OUC ELECTRIC DUCT DURING

IN THE PERFORMANCE OF THE WORK

1. CONTRACTOR TO PROTECT ALL UTILITIES

NOTE:

30' PROPOSED R/W

S A

N S A

N

MH-1

S-207

S-208

INV. 85.04

INV. 84.80

TO BE REMOVED

EXIST. MANHOLE

TO BE REMAIN

EXIST. MANHOLE

TOP EL. = 99.33'

INSTALL MANHOLE

INV. 84.61

@ SAME SLOPE AND GRADE

INSTALL 5 LF OF 10" PVC SS

USING ALL NECESSARY COUPLINGS

CONNECT TO EXISTING 10" SS

USING ALL NECESSARY COUPLINGS

CONNECT TO EXISTING 10" SS

MH-6

PVC SS @ 0.24%

INSTALL 12 LF OF 10"

W INV. = 84.78'

E INV. = 84.88'

TOP EL. = 99.18'

INSTALL MANHOLE

@ 0.28%

INSTALL 25 LF OF 10" PVC SS

EXIST. 10" VCP SS TO REMAIN

SS TO REMAIN

EXIST. 10" VCP

S-208A

INV. 84.83

INV. 84.98

C/L CONST. POND B-5

EXIST. GROUND @

401+00 402+00 403+00 404+00

10/22/2020dledgerwood F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLPRUW4.dgn3:27:34 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

N 10 40

Feet

U8

SS

WATER

SAN

SAN SAN

405 406 407 408 409 410

S-209

EXIST. SS TO REMAIN

EXIST. MANHOLE TO REMAIN

W INV. = 86.88'

E INV. = 87.08'

S INV. = 87.11'

TOP EL. = 95.75'

EXIST. MH (31700006) TO REMAIN

EXIST. MANHOLE (31700000) TO REMAIN

W INV. = 87.64' (VCP)

N INV. = 88.62' (PVC)

TOP EL. = 97.70'

EXIST. MH (31700012) TO REMAIN

SS TO REMAIN

EXIST. 10" VCP

EXIST. 10" SS TO REMAIN

CONSTRUCTION OF DRAINAGE

& SUPPORTED DURING

EXIST. 8" SS TO REMAIN

EXIST. 8" VCP SS TO REMAIN

S-210A

& UTILITY EASEMENT

EXIST. 20' DRAINAGE

C/L CONST. POND B-5

IN THE PERFORMANCE OF THE WORK

1. CONTRACTOR TO PROTECT ALL UTILITIES

NOTE:

10' PROPOSED R/W

S-209

TO REMAIN

EXIST. MANHOLE

TO REMAIN

EXIST. MANHOLE

SS TO REMAIN

EXIST. 10" VCP

SS TO REMAIN

EXIST. 8" VCP

S-210A

6" MIN.

C/L CONST. POND B-5

EXIST. GROUND @

405+00 406+00 407+00 408+00 409+00 410+00

10/22/2020dledgerwood F:\Projects\ORC-010-01\North\utils\OCU DESIGN\PLPRUW4.dgn3:27:37 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

N 10 40

Feet

U9

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

OUTSIDE WALL

5" MIN

2"

4'-0" MIN

12" MIN

3'-0" MAX

1'-6" MIN

2" MIN

8" MIN

9"

INSIDE WALL

2 COURSES OF BRICK (MIN)

PRECAST CONCRETE MANHOLE FIGURE A301DATE: February 11, 2011

MANUFACTURERS LISTED IN APPENDIX D.

SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED 7.

HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.6.

TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION.

WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH 5.

LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.4.

FLOW STREAM.

A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO 3.

APPROVAL.

ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU 2.

MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL.

DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR 1.

NOTES:

PAVED AREAS

SET COVERS FLUSH IN

(SEE STANDARD DETAIL)

MANHOLE FRAME & COVER

FRAMES BEDDED IN MORTAR

SEE NOTE 5

HEAT SHRINK SEAL (TYP)

EXTERNAL MANHOLE

PER SPECIFICATIONS

APPROVED LINER

SPECIFICATIONS

BENCHING PER

9"

9"

MIN

6"

JOINT SURFACES

PRE-PRIMED

LIPS

SEALER, APPLIED TO BOTH

PRE-MOLDED PLASTIC JOINT

SQUEEZE-OUT

JOINT WITH

COMPLETED

JOINT SURFACES

PRE-PRIMED

MAX 10" HDPE ADJUSTING RING

4 COURSES (MAX) OR MIN 5" TO 2'-0"8"

# 57 STONEFDOT

0.8D (EFFLUENT PIPE DIAMETER)

INTERIOR AND EXTERIOR

" 2

SQUEEZE-OUT, MIN

9"

CONCRETE WITH ADMIX

4-3/4" MIN

STANDARD MANHOLE FRAME AND COVER FIGURE A304

FLUSH WITH TOP OF COVER

RAISED 1-1/2" LETTERS

PICK HOLES

2 - NON PENETRATING

PLAN

ELEVATION

1-1/2" MIN

SURFACES

MATING

MACHINED

39"

25 3/4"

24" ± 3/8"

SHALL NOT APPEAR ON PRIVATE MANHOLES.

ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" 1.

: NOTES

SANITARY

SEWER

O

R A

NGE COUNTY F

LOR

ID

A

B O

A R

D O

F C

OUNTY COMM

IS

S

IO

N

E R

S

DATE: February 11, 2011

10/22/2020 3:27:38 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\UTDTUW01.DGN

NO.

SHEET

STANDARD DETAILS

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

(S E

E N

O T

E

T R

E N

C H B

A C

K F

IL

L

L

IF

T S M

A X

IM

U M w/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

BEDDING MATERIAL

12" (TYP)

UNDISTURBED EARTH

FINISHED GRADE

NOTES:

OF THE

MAXIMUM DENSITY AS PER AASHTO T-180.

DENSITY AS PER AASHTO T-180.

3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.

4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER

24" AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.

7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE

DIAMETER 16" AND LARGER.

8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK

BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE

MATERIAL TO REACH SUITABLE FOUNDATION.

9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY

RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND

ROAD CONSTRUCTION SPECIFICATIONS.

TRENCH WIDTH

SELECT COMMON

FILL

INITIAL

BACKFILL (S

E

E

N O

T E

(S E

E

N O

T E

HAUNCHING

BEDDING

(SEE NOTES 7 & 8)

BEDDING AND TRENCHING - TYPE A FIGURE A101DATE: July 2014

(S E

E N

O T

E

T R

E N

C H B

A C

K F

IL

L

W/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

12" (TYP)

FINISHED GRADE

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY

FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE 7.

ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 6.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.5.

DIAMETER 24" AND LARGER.

15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE 4.

TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH 3.

MAXIMUM DENSITY AS PER AASHTO T-180.

TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE 2.

PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER 1.

NOTES:

TRENCH WIDTH

FILL

SELECT COMMON

BACKFILL

INITIAL

(S E

E N

O T

E

HAUNCHING

L

IF

T S M

A X

IM

U M

(SEE NOTE 3)

UNDISTURBED EARTH

BEDDING AND TRENCHING - TYPE B FIGURE A102DATE: July 2014

PVC

PVC

TEE

GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)

FIGURE A302

CORING AND CONNECTIONS TO EXISTING MANHOLES.

CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING 3.

HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.

AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH 2.

SEWER.

DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT 1.

NOTES:

PRECAST MANHOLE WALL

INLET CONNECTION AT INVERT

OF VERTICAL PIPE

CONCRETE ENCASEMENT

(SEE NOTE 1)

DROP PIPE

90° BEND

2"

(SEE NOTE 2)

INFLUENT SEWER

WALL

MANHOLE

PRECAST

STAINLESS STEEL BAND

RESILIENT CONNECTOR

STAINLESS STEEL PIPE CLAMP

WALL

MANHOLE

PRECAST

SEAL

CAST IN-PLACE

STANDARD CONNECTION

AREA OPEN

PVC PLUG WITH TOP HALF

GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)

NEW AND EXISTING MANHOLES NEW MANHOLES ONLY

MANHOLE CONNECTIONGRAVITY

MIN

6"

6" MIN

6" MIN

MIN

6"

DATE: February 11, 2011

MIN

6"

MANHOLE IN GRASS AREA FIGURE A303

OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.ROADWAY,

TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT 3.

AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.2.

CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.1.

NOTES:

COVER

MANHOLE

M

IN

FINISHED GRADE

MIN

6"

AROUND MANHOLE

2500 PSI CONCRETE

12" MIN

7" MIN

DATE: February 11, 2011

AROUND MANHOLE

2500 PSI CONCRETE

COLLAR. 3" MIN. COVER (TYP)

4" BAR CONTINUOUS AROUND

U10

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

FIGURE GN

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A

ORANGE COUNTY UTILITIES

7 WORKING DAYS IN ADVANCE.

COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR

WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL

CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, 10.

RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S

VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU

ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER 9.

FIRE HYDRANTS, MANHOLE COVERS, AND METERS.

ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES,

OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT

CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS,

THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN 8.

THE REPAIR.

CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH

MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND

DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY

THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL 7.

SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE 6.

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL.

THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES

THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO 5.

HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 4.

254-9798.

DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407)

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN 3.

THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR.

SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 2.

LOCATIONS.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY

RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT.

PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND

THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN 1.

:OCU GENERAL NOTES

PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75

BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS

CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE

FOR NON-PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS 15.

BE MADE ONLY WITH SLEEVES AND FITTINGS.

DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL

ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75

FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS 14.

WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER.

POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED

WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH

PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE

THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW 13.

EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU.

CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY

CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL

ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN 12.

PRIOR TO IMPLEMENTATION BY CONTRACTOR.

PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL

THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A

DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS.

THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER 11.

DATE: February 11, 2011

10/22/2020 3:27:38 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\UTDTUW01.DGN

NO.

SHEET

STANDARD DETAILS

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

VERTVERT HORIZVERTHORIZVERTHORIZ HORIZ

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

FIGURE A116

WATER, WASTEWATER AND RECLAIMED WATER MAINS

SEPARATION REQUIREMENTS FOR

STORM WATER MANHOLE OR STRUCTURE.

NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR 5.

DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.4.

62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU.

OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH

THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS 3.

OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES.

OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES.

THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE 2.

SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.

FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF

MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE

THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND 1.

NOTES:

UTILITY

PROPOSED

POTABLE WATER

WATER

RECLAIMED

(GRAVITY AND FM)

WASTEWATER

WATER

POTABLE

WATER

RECLAIMED

(GRAVITY & FM)

WASTEWATER

STORM SEWER

NOTE 1

3'

NOTE 3

6'

12"

NOTE 3

12"

NOTE 1

3'

NOTE 1

3'

NOTE 1

3'

NOTE 1

3'

NOTE 1

3'

NOTE 1

3'

NOTE 3

12"

NOTE 3

12"

12"

NOTE 3

6'

NOTE 3

12"

12"

12"12"

NOTE 2 & 3

12"/18"

NOTE 2

12"/18"

NOTE 2

12"/18"

RIGHT OF WAY

NOTE 1

3'

NOTE 1

3'

NOTE 1

3' N/A N/A N/A N/A N/A

NOTE 1 & 3

3'

NOTE 1 & 3

3'

NOTE 1 & 3

3'

DATE: July 2014

U11

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

10/22/2020 3:27:39 PM F:\Projects\ORC-010-01\North\utils\OCU DESIGN\COORDINATE.DGN

NO.

SHEET

COORDINATE ASSET TABLE

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

SANITARY SEWER MANHOLE COORDINATE ASSET ATTRIBUTE TABLE

ASSET TYPE

NUMBER

ID

NO.

SHEET

PLAN

EASTING NORTHING RIM ELEVATION

ELV N

INVERT

ELV NE

INVERT

ELV E

INVERT

ELV SE

INVERT

ELV S

INVERT

ELV SW

INVERT

ELV W

INVERT

ELV NW

INVERT

MANUFACTURER

MANHOLE MH-1 U-6

MH-2 U-7

MH-3 U-7

MH-4 U-8

MH-5 U-8

MH-6 U-9

SANITARY SEWER GRAVITY MAIN COORDINATE ASSET ATTRIBUTE TABLE

ASSET TYPE

NUMBER

ID

NO.

SHEET

PLAN

DOWN STREAM UPSTREAM

(FT)

LENGTH

MATERIAL

(IN)

DIAM.

SLOPE

DESIGN

SLOPE

CONST.

SLOPE

CONST.

MIN.

MANUFACTURER

NUMBER

MANHOLE

INVERT ELEV.

NUMBER

MANHOLE

INVERT ELEV.

GRAVITY MAIN GM-1 U-6 / U-7 MH-1 MH-2

GM-2 U-7 MH-2 MH-3

GM-3 U-7 / U-8 MH-3 MH-4

GM-4 U-8 MH-4 MH-5

GM-5 U-9 MH-1 31700000

GM-6 U-9 MH-1 MH-6

GM-7 U-9 MH-6 31700005

U12