T-22-S

T-23-S

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

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

NEEDS AND CONDITIONS THAT MAY CHANGE SINCE PLANS PREPARATION.

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

DATE:

N.T.S.

VICINITY MAP

CHECKED BY:

APPROVED BY:

DESIGNED BY:

CERTIFICATION TO PLANS

ENGINEER:

REVISIONS

SHEET

OF

DATE BY

UTILITIES ENCOUNTERED

B R

E V

A R

D C

O U

N T

Y

LOCATION MAP

INDEX OF SHEETS

SHEET DESCRIPTION

ORLANDO

AIRPORT

INTERNATIONAL

OSCEOLA COUNTY

E-W EXPY.FLORIDA

I-4

L A

K E C

O U

N T

Y

TPK.

LAKE COUNTY

GARDEN

WINTER

APOPKA

LAKE

APOPKA

ORLANDO

I-4

CHRISTMAS

J O

H N

S R

IV

E R

SEMINOLE COUNTY

S T

LENGTH OF PROJECT

MILESLINEAR FEET

UNDERGROUND CABLE TELEVISION

CLEAN OUT

BURIED TELEPHONE CABLE

SWALE FLOW LINE

PALM TREE & SIZE

TELEPHONE PEDESTAL

BENCHMARK

SOIL BORING

BURIED TELEPHONE CABLE

OAK

CEDER

ELM

CA

P

EA

CAMPHOR

PINE

EAR

CHAIN LINK FENCE

BARBED WIRE FENCE

MANHOLE

TREE TYPE & SIZE

WOOD FENCE

FARM FENCE, WOVEN WIRE

O =

CE

E

CHERRYM = MAPLEC =

BS

PVC PIP FENCE

GATE

CENTER LINE

PROPERTY LINE

DELTA ANGLE

APPROXIMATE

CURB & GUTTER

BASE LINE

CURB

ROUND

WATER METER

WATER MAIN

POWER POLE

COMBINATION POLE

VALVE

GUY WIRE

OVERHEAD POWER POLE

FIRE HYDRANT

SANITARY SEWER

LIGHT POLE

GAS MAIN

TELEPHONE DUCT

IRON PIPE

CONCRETE MONUMENT

IRON ROD

OVERHEAD CABLE TELEVISION

BURIED POWER CABLE

TRAFFIC SIGN

MAIL BOX

GATE POST

STORM SEWER, SIZE & TYPE

BUSH

CATCH BASIN

LP

LC

L B

DE

BT

PROPOSED PAVEMENT

RIGHT OF WAY LINE

SEWER STORM INLET

SURVEY REFERENCE POINT

POINT OF INTERSECTION

TELEPHONE POLE

RATE OF SUPERELEVATION

OVERHEAD TELEPHONE POLE

X

12"

CE

BT 6MTD

OH(CATV)

UG(CATV)

16" RCP

GM

SAN

BE

e

OT 100 PER

HEDGE

EDGE OF WOODED AREA

CONCRETE

W

72355

NOTE :

LEGEND

SECT 27 TWP. 22 S RNG 27 E.

ORANGE COUNTY BENCH MARKS USED

EXIST. EDGE OF PAVT.

TELEPHONE NO.COMPANY NAME

PE NO.:

OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES.

HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT

STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM

OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE

CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045

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

DATE: 03 2023

DATE: 03 2023

GOVERNING STANDARDS AND STANDARD SPECIFICATIONS :

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR

DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON

AND

DATE: 04 2023

NAME

COMMISSIONERS

PUBLIC WORKS DIRECTORJOSEPH C. KUNKEL, P.E.

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

CHRISTINE MO0RE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

JERRY L. DEMINGS, COUNTY MAYOR

BOARD OF COUNTY

N

BTG

BRENT T. GILLETTE, P.E.

PROJECT LOCATION

NICOLE WILSON

SITE BENCHMARKS

THE STATE HIGHWAY SYSTEM, DATED 2021-22

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED

PROJECT LOCATION

R -2

-E

R -2

-E

POND 6749 NA NA

PUBLISHED ELEVATION = 104.074' (NAVD88)

SIPLIN ROAD AT THE SOUTHEAST CORNER OF POND NUMBER 6749.

SIPLIN ROAD 14 FEET MORE OR LESS NORTHEAST OF THE CENTERLINE OF

SQUARE CUT IN CURB INLET, NORTH SIDE OF CUL-DE-SAC AT EAST END OF

SPECIFIC PURPOSE SURVEY SIPLIN ROAD POND #6749:

PUBLISHED ELEVATION = 105.141' (NAVD88)

SIPLIN ROAD.

OF PAVEMENT OF COUNTY ROAD NUMBER 545 AND 15.7 FEET NORTH OF

EDGE OF CURB INLET 35.8 FEET MORE OR LESS EAST OF THE EAST EDGE

2 1/2 INCH BRASS ORANGE COUNTY PUBLIC WORKS DISK IN THE SOUTH

C-1278-035:

BENCHMARKS:

AS ESTABLISHED FROM THE FOLLOWING ORANGE COUNTY

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE

ORANGE COUNTY, FLORIDA

DISTRICT NO. 1

SIPLIN ROAD POND 6749 RETROFIT

CONSTRUCTION PLANS FOR

CHARTER COMMUNICATIONS 407-532-8593

CITY OF WINTER GARDEN 407-656-4111

805-889-9658

407-901-3688

407-395-2965

DUKE ENERGY

CENTURYLINK

LAKE APOPKA NATURAL GAS DISTRICT

JULY 2021 AS AMENDED BY CONTRACT DOCUMENTS.

TLP ENGINEERING CONSULTANTS, INC.

PREPARED BY:

PHONE: 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVE., SUITE 600

DIVISION MANAGER

DAVID D. JONES, P.E. ENVIRONMENTAL PROTECTION

KEY SHEET

2 GENERAL NOTES & STANDARD DETAILS

6 DRAINAGE MAP

3 SUMMARY OF PAY ITEMS

SUMMARY OF QUANTITIES

SUMMARY OF DRAINAGE STRUCTURES

POND DETAILS AND GRADING7

POND DETAIL SHEET

EROSION CONTROL PLAN

AB-1

AB-2

REPORT OF TESTS

REPORT OF AUGER BORINGS

SC-2

SC-1 SURVEY CONTROL SHEETS

SURVE CONTROL DETAIL SHEET

BIOSORPTION ACTIVIATED MEDIA (BAM) AND UNDERDRAIN DETAIL

MICHAEL SCOTT

June 2023

SSJ

JEM

20 21

26 25 29 28

33 36

31 32

9 10

12 7

18 17

16 15

L

C dr a y e ni V a k p o p A

HULL

IS.

DEER IS.

GOTHA

Pop. 1,897

Pop. 936

Pop. 24,391

Pop. 14,351

Tildenville

GUS

Isleworth

OAKLAND

WINTER

OCOEE

GARDEN

Beulah

.R.R LARTNEC .LF

Bch.

Summerport

WINDERMERE

Hills

Cain

Lake

L.

Tilden

L.

Black

Starke

Johns

Speer

Lake

L.

L. L.

Lake

Lake

Whitney

L.

L. Lake

Down

Fischer

L.

L.

L.

L.

Fischer

L.

Lake L.

L.

Blanche

Cypress L.

Lake

Butler

L.

L.

Avalon

L.

L.

Beulah

Olympia Florence

L.

L. Sherwood

Rose

Steer

Roberts

Luntz

Crescent

Olivia

Bessie

Louise

Hiawassa Roberson Rd.

Rd.

Lake

Service Plaza

Turkey Lake

Florida , s

Int. 80

Ocoee-Orlando West

Rd.Malcolm M an n

R d.

Tilden Rd.

W es te rn E xp

B

FLORIDA'S

TURNPIKE

P

HarlemHarlem Heights

TOLL

TOLL

T-22-S

T-23-S

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

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

NEEDS AND CONDITIONS THAT MAY CHANGE SINCE PLANS PREPARATION.

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

DATE:

N.T.S.

VICINITY MAP

CHECKED BY:

APPROVED BY:

DESIGNED BY:

CERTIFICATION TO PLANS

ENGINEER:

REVISIONS

SHEET

OF

DATE BY

UTILITIES ENCOUNTERED

B R

E V

A R

D C

O U

N T

Y

LOCATION MAP

INDEX OF SHEETS

SHEET DESCRIPTION

ORLANDO

AIRPORT

INTERNATIONAL

OSCEOLA COUNTY

E-W EXPY.FLORIDA

I-4

L A

K E C

O U

N T

Y

TPK.

LAKE COUNTY

GARDEN

WINTER

APOPKA

LAKE

APOPKA

ORLANDO

I-4

CHRISTMAS

J O

H N

S R

IV

E R

SEMINOLE COUNTY

S T

LENGTH OF PROJECT

MILESLINEAR FEET

UNDERGROUND CABLE TELEVISION

CLEAN OUT

BURIED TELEPHONE CABLE

SWALE FLOW LINE

PALM TREE & SIZE

TELEPHONE PEDESTAL

BENCHMARK

SOIL BORING

BURIED TELEPHONE CABLE

OAK

CEDER

ELM

CA

P

EA

CAMPHOR

PINE

EAR

CHAIN LINK FENCE

BARBED WIRE FENCE

MANHOLE

TREE TYPE & SIZE

WOOD FENCE

FARM FENCE, WOVEN WIRE

O =

CE

E

CHERRYM = MAPLEC =

BS

PVC PIP FENCE

GATE

CENTER LINE

PROPERTY LINE

DELTA ANGLE

APPROXIMATE

CURB & GUTTER

BASE LINE

CURB

ROUND

WATER METER

WATER MAIN

POWER POLE

COMBINATION POLE

VALVE

GUY WIRE

OVERHEAD POWER POLE

FIRE HYDRANT

SANITARY SEWER

LIGHT POLE

GAS MAIN

TELEPHONE DUCT

IRON PIPE

CONCRETE MONUMENT

IRON ROD

OVERHEAD CABLE TELEVISION

BURIED POWER CABLE

TRAFFIC SIGN

MAIL BOX

GATE POST

STORM SEWER, SIZE & TYPE

BUSH

CATCH BASIN

LP

LC

L B

DE

BT

PROPOSED PAVEMENT

RIGHT OF WAY LINE

SEWER STORM INLET

SURVEY REFERENCE POINT

POINT OF INTERSECTION

TELEPHONE POLE

RATE OF SUPERELEVATION

OVERHEAD TELEPHONE POLE

X

12"

CE

BT 6MTD

OH(CATV)

UG(CATV)

16" RCP

GM

SAN

BE

e

OT 100 PER

HEDGE

EDGE OF WOODED AREA

CONCRETE

W

72355

NOTE :

LEGEND

SECT 27 TWP. 22 S RNG 27 E.

ORANGE COUNTY BENCH MARKS USED

EXIST. EDGE OF PAVT.

TELEPHONE NO.COMPANY NAME

PE NO.:

OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES.

HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT

STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM

OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE

CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045

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

DATE: 03 2023

DATE: 03 2023

GOVERNING STANDARDS AND STANDARD SPECIFICATIONS :

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR

DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON

AND

DATE: 04 2023

NAME

COMMISSIONERS

PUBLIC WORKS DIRECTORJOSEPH C. KUNKEL, P.E.

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

CHRISTINE MO0RE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

JERRY L. DEMINGS, COUNTY MAYOR

BOARD OF COUNTY

N

BTG

BRENT T. GILLETTE, P.E.

PROJECT LOCATION

NICOLE WILSON

SITE BENCHMARKS

THE STATE HIGHWAY SYSTEM, DATED 2021-22

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED

PROJECT LOCATION

R -2

-E

R -2

-E

POND 6749 NA NA

PUBLISHED ELEVATION = 104.074' (NAVD88)

SIPLIN ROAD AT THE SOUTHEAST CORNER OF POND NUMBER 6749.

SIPLIN ROAD 14 FEET MORE OR LESS NORTHEAST OF THE CENTERLINE OF

SQUARE CUT IN CURB INLET, NORTH SIDE OF CUL-DE-SAC AT EAST END OF

SPECIFIC PURPOSE SURVEY SIPLIN ROAD POND #6749:

PUBLISHED ELEVATION = 105.141' (NAVD88)

SIPLIN ROAD.

OF PAVEMENT OF COUNTY ROAD NUMBER 545 AND 15.7 FEET NORTH OF

EDGE OF CURB INLET 35.8 FEET MORE OR LESS EAST OF THE EAST EDGE

2 1/2 INCH BRASS ORANGE COUNTY PUBLIC WORKS DISK IN THE SOUTH

C-1278-035:

BENCHMARKS:

AS ESTABLISHED FROM THE FOLLOWING ORANGE COUNTY

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE

ORANGE COUNTY, FLORIDA

DISTRICT NO. 1

SIPLIN ROAD POND 6749 RETROFIT

CONSTRUCTION PLANS FOR

CHARTER COMMUNICATIONS 407-532-8593

CITY OF WINTER GARDEN 407-656-4111

805-889-9658

407-901-3688

407-395-2965

DUKE ENERGY

CENTURYLINK

LAKE APOPKA NATURAL GAS DISTRICT

JULY 2021 AS AMENDED BY CONTRACT DOCUMENTS.

TLP ENGINEERING CONSULTANTS, INC.

PREPARED BY:

PHONE: 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVE., SUITE 600

DIVISION MANAGER

DAVID D. JONES, P.E. ENVIRONMENTAL PROTECTION

KEY SHEET

2 GENERAL NOTES & STANDARD DETAILS

6 DRAINAGE MAP

3 SUMMARY OF PAY ITEMS

SUMMARY OF QUANTITIES

SUMMARY OF DRAINAGE STRUCTURES

POND DETAILS AND GRADING7

POND DETAIL SHEET

EROSION CONTROL PLAN

AB-1

AB-2

REPORT OF TESTS

REPORT OF AUGER BORINGS

SC-2

SC-1 SURVEY CONTROL SHEETS

SURVE CONTROL DETAIL SHEET

BIOSORPTION ACTIVIATED MEDIA (BAM) AND UNDERDRAIN DETAIL

MICHAEL SCOTT

June 2023

SSJ

JEM

DESIGN PLANS FOR:

BY DESCRIPTIONDATE

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\roadway\GNNTRD01.dgnbrent 6/29/2023 12:32:40 PM Default

POND 6749 RETROFIT

SIPLIN ROAD POND 6749 RETROFIT

BRENT GILLETTE, P.E. 72355

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

2' (TYP.)

6' (TYP.)

VARIES

5' (TYP.)

(TYP.)

BEYOND EDGE OF DRIVE

EXTEND SUBGRADE 12"

DRIVEWAY

6" THICK CONCRETE

12' (MIN.)

.N. T. S

TYP. DRIVEWAY APRONS

O B

O

DI

S.W.

UOC

E

N A

G

R

YTN

R

LF

O

A

I S

MMONUO

R A

C

O D

F

IS

TY C

N S

R E

O

O B

O

DI

S.W.

UOC

E

N A

G

R

YTN

R

LF

O

A

I S

MMONUO

R A

C

D

IS

TY C

N S

R E

O

STRUCTURE COVER

STANDARD DRAINAGE

N. T. S.

& STANDARD DETAILS

GENERAL NOTES

EXIST. FENCE LINE EXIST. FENCE LINE

GATE OPENING

CENTER ON

MATCH EXIST. GRADE

EDGE OF EXIST. PAVEMENT

EXIST. MIAMI CURB (TO REMAIN)

6'

REF LOC.

850-245-2606

TALLAHASSEE, FL

3900 COMMONWEALTH BOULEVARD, SUITE 309,

STATE GEODETIC ADVISOR

SHALL NOTIFY:

NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY SECTION 407-836-7881 AND BOTH

CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL

14. ANY UNITED STATES COAST AND GEODETIC SURVEY MONUMENTS WITHIN THE LIMITS OF

IN THE PLANS OR DIRECTED BY THE ENGINEER.

ALL EXISTING DRAINAGE STRUCTURES AND PIPES TO REMAIN, UNLESS OTHERWISE SHOWN 13.

UTILITIES ARE TO BE ADJUSTED BY OTHERS OR AS DIRECTED BY THE ENGINEER.12.

FLORIDA PHONE NUMBER IS 1-800-432-4770.

RELOCATIONS AND/OR PERFORMING ANY SUBSURFACE WORK. SUNSHINE STATE ONE CALL OF

OF FLORIDA 48 HOURS IN ADVANCE OF PERFORMING ANY UTILITY ADJUSTMENTS OR

PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL 11.

SUBMITTED TO THE ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY FOR RESOLUTION.

DETERMINE IF DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE

PROJECT CONSTRUCTION. PRIOR TO ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL

AVOID DAMAGE THERETO AND IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH

DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO

NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL MAKE HIS OWN

UNDERGROUND AND OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND SURVEYS BUT IS

THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF 10.

PLANS AND/OR DESIGNATED BY THE ENGINEER.

ELSEWHERE. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE

UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS; EXCLUDING ITEMS SPECIFIED

THE VARIOUS PERMITS INCLUDED IN THE BID SPECIFICATIONS. PAYMENT IS INCLUDED IN THE

THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF 9.

ALL OFFSETS SHOWN ARE TO PROPOSED BASELINE OF SURVEY.8.

SOD ALL DISTURBED AREAS. PEG ALL SLOPES 3:1 OR STEEPER. 7.

COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR SOD.

INSTALL A 4" MUCK BLANKET OR TOPSOIL TREATMENT ON ALL PERMANENT GRASS AREAS. 6.

DIRECTED BY THE ENGINEER.

SOD IN DISTURBED AREAS SHALL MATCH EXISTING TYPE SOD, UNLESS OTHERWISE 5.

PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OF THE CONTRACTOR.

CONTRACTOR. APPROVALS OF DISPOSAL SITES SHALL BE OBTAINED FROM ORANGE COUNTY

THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE 4.

SUBSURFACE CONDITIONS.

REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OWN DETERMINATION AS TO ALL

OF THE ENGINEER IF ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO

CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE

NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING

ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS

SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN 3.

ALL MEASUREMENTS ARE IN ENGLISH UNITS UNLESS OTHERWISE SPECIFIED.2.

CONSTRUCTION SPECIFICATIONS.

CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO, AND ORANGE COUNTY ROAD

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

STRINGENT REQUIREMENT OF THE PROJECT SPECIFICATION, THE JULY 2021 EDITION OF THE

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST 1.

BE NECESSARY BASED ON THE CONTRACTORS METHOD OF DEWATERING.

"NO- NOTICE DEWATERING /PERMIT BY RULE" AND APPLY FOR A WATER USE PERMIT SHOULD IT

DEWATERING IS ANTICIPATED FOR THIS PROJECT. THE CONTRACTOR SHALL REVIEW THE 25.

ALONG SIPLIN ROAD. COORDINATE WITH ORANGE COUNTY STORMWATER DIVISION FOR ACCESS.

THE CONTRACTOR IS TO ACCESS THE PROJECT SITE ONLY THROUGH THE LOCKED GATE 24.

ADDITIONAL EXPENSE TO ORANGE COUNTY.

CONSTRUCTION ASSOCIATED WITH THIS PROJECT SHALL BE REPAIRED BY CONTRACTOR AT NO

ANY DAMAGE CAUSED TO ORANGE COUNTY RIGHT-OF-WAY OR FACILITIES DUE TO 23.

SHALL BE IN ACCORDANCE WITH THE F.D.O.T. STANDARD PLANS 102-600 SERIES.

MAINTENANCE OF TRAFFIC WHILE WORKING WITHIN THE ORANGE COUNTY RIGHT-OF-WAY 22.

ALL CONCRETE SHALL BE MIN. OF 3,000 PSI.21.

OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING. COST TO BE INCIDENTAL TO

ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A 20.

DRIVEWAYS AND SIDEWALKS TO MATCH THE PROPOSED PAVEMENT TO THE EXISTING.

THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING PAVEMENT ELEVATIONS OF ALL 19.

CONSTRUCTION.

STREETS AT ALL TIMES AND IS TO NOTIFY PROPERTY OWNERS FIVE DAYS PRIOR TO STARTED

CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE 18.

CONSTRUCTION OF THE PROJECT.

PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING

CHAPTER 553.60, F.S., ALSO KNOWN AS THE "TRENCH SAFETY ACT". TO PROTECT EXISTING

ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION OF PART IV OF 17.

IN THE STATE OF FLORIDA.

SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED

THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED ON ORANGE COUNTY DATUM. ALL

AND REFERENCE POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH

PLAN AND PROFILE SHEETS, AND/OR A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK

BENCHMARK ELEVATIONS AND THE REFERENCE POINT TIES SHOWN ON THE TITLE SHEET AND

COUNTY HIGHWAY CONSTRUCTION DEPARTMENT A SET OF FIELD NOTES VERIFYING THE

PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO ORANGE 16.

CONFIRMATION WITHIN 48 HOURS OF TELEPHONE NOTIFICATION.

TELEPHONE 407-836-7881). THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP

SHALL NOTIFY THE PROJECT ENGINEER AND THE COUNTY SURVEYOR, WITHOUT DELAY, BY

CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR

15. PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\roadway\CESSRD01.dgnbrent 6/29/2023 12:32:41 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

PAY ITEM NOTES:

SUMMARY OF PAY ITEMS

SUMMARY OF PAY ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT

QUANTITY

P F

ROADWAY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-14 PREVENTION CONTROL AND ABATEMENT CONTROL OF EROSION AND WATER POLLUTION LS 1

110-1-1 CLEARING & GRUBBING LS 1

120-9 EXCAVATION EMBANKMENT AND GRADING LS 1

425-1-549 INLET, TYPE D (MODIFIED) STRUCTURE EA 1

425-2-41 MANHOLE, TYPE 7 STRUCTURE EA 2

430-175-118 PIPE CULVERT, SRCP-CLASS III, ROUND 18" LF 98

430-518-120 STRAIGHT CONCRETE ENDWALLS, 18", SINGLE, ROUND EA 1

430-982-125 MITERED END SECTION, ROUND, 18" EA 2

440-1-50 UNDERDRAINS, TYPE V LF 145

522-2 CONCRETE DRIVEWAY, 6" THICK SY 23

570-1-2 PERFORMANCE TURF, SOD (BAHIA OR MATCH EXIST.) SY 1600

900-1 AS-BUILT PLANS LS 1

900-2 INDEMNIFICATION LS 1

900-3 BIOSORPTION ACTIVATED MEDIA (BAM) CY 136

900-4 30-MIL PVC FLEXIBLE GEOMEMBRANE (F&I) SF 2880

FABRIC, CLEAN OUTS, AND CONCRETE APRONS.

INCLUDES COST OF PIPE, FITTINGS, AGGREAGATE, SOCK, FILTER 440-1-50

CONSTRUCTION OF MODIFIED STRUCTURE.

INCLUDES COST OF CONCRETE APRON, WEIR, SKIMMER AND 425-1-549

PIPE AND MES.

UNDERDRAIN PIPE, REMOVAL OF EXISTING CONTROL STRUCTURE, 15"

PARTIAL EXIST. 18" PIPE AND MES, REMOVAL OF EXISTING

INCLUDES COST TO REMOVE PARTIAL EXIST.15" PIPE AND MES, AND 110-1-1

SHALL BE INCORPORATED IN THIS PAY ITEM.

RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

COSTS ASSOCIATED WITH SITE FLOODING AND RECOVERY /

WET SEASON RAINFALL EVENTS OCCURRING DURING CONSTRUCTION. ANY

PUMPS, AND ANY OTHER EQUIPMENT NEEDED TO ACCOMMODATE TYPICAL

DISMANTLE TEMPORARY COFFER DAMS, TEMPORARY BYPASS PIPES,

NOTES SHEET. INCLUDES ALL EFFORTS NECESSARY TO CONSTRUCT AND

OF A DEWATERING PLAN, REFER TO GENERAL NOTE 25 ON THE GENERAL

PLANS OR AS DIRECTED BY THE COUNTY. INCLUDES THE DEVELOPMENT

BARRIERS, SILT FENCES AND TEMPORARY GRASSING AS SHOWN IN THE

INCLUDING, BUT NOT LIMITED TO, SYNTHETIC BALES, TURBIDITY

INCLUDES THE COST OF ALL ITEMS REQUIRED FOR EROSION CONTROL 104-14

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\roadway\SUMQRD01.dgnbrent 6/29/2023 12:32:41 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

SUMMARY OF QUANTITIES

SUMMARY OF PERMANENT DRIVEWAYS

LOCATION

SIDE

MATERIAL

NOTES

DESIGN

REMARKS

CONSTRUCTIONCONCRETE (SY)

STA. @ ¡ OF DRIVEWAY

0522 2

P F

10+59.48 LT 23.0

SUB-TOTAL: 23.0

SUMMARY OF PERFORMANCE TURF

LOCATION

SIDE

TURF (SOD)

PERFORMANCE

NOTES

DESIGN

REMARKS

CONSTRUCTION

0570 1 2

STA. TO STA.

SY

P F

10+19.16 TO 11+43.62 LT 1600.0 POND 6749

SUB-TOTAL: 1600.0

TOTAL: 1600

SUMMARY OF LUMP SUM ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

QUANTITY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

101-1 MOBILIZATION 1

102-1 MAINTENANCE OF TRAFFIC 1

104-14 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 1

110-1-1 CLEARING & GRUBBING 1

120-9 EXCAVATION EMBANKMENT AND GRADING 1

900-1 AS-BUILT PLANS 1

900-2 INDEMNIFICATION 1

SUMMARY OF EARTHWORK

PAY ITEM DESCRIPTION

CY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

REGULAR EXCAVATION 2646

EMBANKMENT 211

SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA.

P F P F

440-1-2 UNDERDRAINS 11+20.41 TO 11+82.85 LT LF 145.0 145

900-3 BISORPTION ACTIVATED MEDIA (BAM) 11+20.41 TO 11+82.85 LT CY 136.0 136

900-4 30-MIL PVC FLEXIBLE GEOMEMBRANE (F&I) 11+20.41 TO 11+82.85 LT SF 2880.0 2880

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\SUMDRD01.dgnbrent 6/29/2023 12:32:41 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

SUMMARY OF DRAINAGE

STRUCTURES

Q U

A N

T I T

Y

STR. NO. STATION SIDE DESCRIPTION

B A

R R

E L S

MODIFIED

STRUCTURE

CONTROL

DBI

MANHOLE

PIPE

CONCRETE

REINFORCED

STEEL

STORM DRAIN

ENDWALL

CONCRETE

STRAIGHT

SLOPE

SECTION 1:4

MITERED END

REMARKS

TYPE D TYPE 7 ROUND CD

425-1-549 425-2-41 430-175-118 430-518-120 430-982-125

<10' <10' 18" 18" 18"

P CS-1 11+06.17 LT STRUCTURE, PIPE, STR. CONC. ENDWALL 1 1 45 1

ORIFICE, SKIMMER

INCULDES CONC. PAVEMENT, WEIR,

F

P S-101 10+74.30 LT MANHOLE, PIPE, MES 1 1 15 1

F

P S-102 11+89.74 LT MANHOLE, PIPE, MES 1 1 38 1

F

FINAL SUMMARY

P TOTAL 1 2 98 1 2

F TOTAL

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\DRMPRD01.dgnbrent 6/29/2023 12:32:43 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

SD

SD

SD

SD

DRAINAGE MAP

N

Feet

100200

CONTRIBUTING AREA = 7.45 AC.

POND

R/W LINE

SIPLIN ROAD

SUNRIDGE MIDDLE SCHOOL

S-101

S-102

EX-CS-1

EX-1

EX-2

EX-3

EX-4

EX-CS-1

EX-1 EX-2

BOTTOM EL= 100.25'

NE INV EL= 99.72'

W INV EL= 100.71'

RIM EL=104.64'

EXIST. STORM MH

IN. EL. 98.97

EXIST. MES EX-4

IN. EL. 99.03

EXIST. MESEX-3

EXIST. 18" RCP

EXIST. 15" RCP

BOTTOM EL= 99.77'

N INV EL= 99.42'

SW INV EL= 100.21'

RIM EL= 104.13'

W/ STORM MH

EXIST. CURB INLET

CS-1

PER ORB 7436, PG 3616

ACCESS EASEMENT

ORANGE COUNTY

WETLAND 1

WETLAND 1

BOTTOM EL= 96.11'

INV 6" DIP EL= 99.10'

(15" RCP) NE INV EL= 99.34'

(8" PVC) SW INV EL= 100.47'

GRATE EL= 103.06'

W/ 1' HIGH METAL SKIMMER

EXIST. CONTROL STRUCTURE

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\DRDTRD01.dgnbrent 6/29/2023 12:33:08 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

GDCOR2

FND N&D "LS 3993"

0.0000

GBNG80

97.3346

GBNG86

97.4474

GBNG79

97.4971

GBB16

97.5097

GBNG81

97.5545

GBNG84

97.5822

GBB15

97.6111

GBB1

97.6195

GBNG83

97.6260

GBNG85

97.6535

GBB14

97.6540

GBB4

97.6770

GBB3

97.7452

GBB8

97.7948

GBB17

97.8063

GBNG87

97.8160

GBB6

97.8556

GBNG72

97.8586

GBINV3

PIPE ONLY 15" RCP

97.8778

GBB7

97.9126

GBB5

97.9205

GBNG82

97.9213

GBB2

97.9686

GBNG78

97.9888

GBB13

98.0260

GBB10

98.0299

GBNG75

98.0720

GCWP6

W1-6

98.0819

GBB12

98.1108

GBB11

98.1155

GBB9

98.1801

GBNG71

98.2515

GBNG77

98.2926

GBNG69

98.3822

GBCOR4

FND 1" IP NO ID

98.6340

GBNG70

98.7078

GBEW21

98.8004

GBEW9

98.8020

X10

98.8100

X11

98.8600

GBEW8

98.8872

GBEW25

98.9287

GBINV2

18" RCP PIPE ONLY

98.9683

GBCOR3

FND 4"X4" CM "PRM 1542"

98.9947

GBEW5

98.9961

GBEW19

99.0015

GBEW1

99.0020

GBEW24

99.0109

GBEW18

99.0130

GBEW13

99.0156

GBEW7

99.0172

GBEW23

99.0219

GBINV1

PIPE ONLY 15" RCP

99.0314

GCWP3

W1-3

99.0362

GBEW17

99.0461

GBEW6

99.0477

GBEW4

99.0564

GBEW26

99.0588

GBEW10

99.0646

GBEW20

99.0868

GBEW12

99.0876

X9

99.0969

X14

99.1000

GBEW14

99.1037

GBEW11

99.1137

GBEW2

99.1198

GBEW15

99.1223

GBEW22

99.1282

GBEW3

99.1298

GBEW16

99.1792

GBWDL3

99.3115

X8

99.3400

X6

99.4200

GBNG61

99.4878

GBNG6

99.5081

GBNG74

99.5198

GBNG73

99.5283

GBNG2

99.5718

X3

99.7200

GBNG14

99.7283

GBNG5

99.7503

GBNG4

99.7643

GBNG12

99.7672

GBNG15

99.7979

GBNG24

99.8176

GBNG22

99.8807

GBNG13

99.8860

GBNG1

99.9197

GCWP5

W1-5

99.9251

GBNG9

99.9513

GBWDL1

100.0149

GBT8

100.1003

GBNG18

100.1111

GBNG68

100.1414

GBNG67

100.2032

X5

100.2100

GBNG17

100.2334

GBNG3

100.2444

GBNG21

100.2611

GCWP2

W1-2

100.3204

GBNG25

100.3378

GBNG23

100.3410

GCWP1

W1-1

100.3753

GCWP4

W1-4

100.4126

X13

100.4300

X12

100.4400

GBNG19

100.4424

GBNG8

100.4464

GBNG16

100.4684

X7

100.4700

GBNG20

100.6036

X4

100.6900

X2

100.7100

GBNG11

100.7309

GBNG10

100.7979

GBPST1

WETLAND PROTECTION AREA

100.8089

GBNG7

100.8767

GBFNC11

100.9646

GBT7

100.9836

GBNG76

101.0515

GBNG64

101.4008

GBWDL2

101.4939

GBNG66

101.5707

GBNG38

101.8640

GBNG65

102.1191

GBT4

102.1425

GBT6

102.1864

GBNG35

102.2191

GBWDL4

102.4009

GBNG42

102.5690

GBT5

102.7202

GBFNCA1

6' CHAINLINK

102.7258

GBNG50

102.7680

GBGRT1

GRATE

103.0042

GBDI1

DROP INLET

103.0281

GBGRT2

103.0511

GBNG31

103.0749

GBNG39

103.0756

GBGRT4

103.0787

GBDI2

103.0965

GBNG49

103.1072

GBGRT3

103.1131

GBDI4

103.1423

GBT3

103.1699

GBDI3

103.1743

GBTR1

24"

103.1885

GBFL12

103.2726

GBFL11

103.3094

GBFL13

103.3898

GBMISC3

103.4593

GBT17

103.4953

GBFNC1

6' CHAIN LINK

103.4980

GBFL10

103.5285

GBNG33

103.5343

GBFL15

103.5408

GBEP10

103.5613

GBFL9

103.5695

GBEP11

103.5830

GBEP9

103.5939

GBFL16

103.6242

GBMISC4

103.6322

GBFL8

103.6401

GBEP8

103.6458

GBBC16

103.6480

GBFL14

103.6485

GBT15

103.6551

GBT13

103.6588

GBFL17

103.6909

GBT14

103.6969

GBEP7

103.7027

GBFL7

103.7030

GBNG37

103.7047

GBEP12

103.7115

GBEP13

103.7143

GBFL18

103.7205

GBMISC2

103.7260

GBMISC1

METAL SKIMMER

103.7365

GBT22

103.7588

GBFL19

103.7672

GBEP14

103.7742

GBNG59

103.7814

GBNG40

103.7966

GBBC15

103.8041

GBBC10

103.8165

GBFL6

103.8212

GBNG48

103.8236

GBBC9

103.8265

GBNG60

103.8303

GBBC17

103.8520

GBEP6

103.8523

GBFL20

103.8553

GBEP15

103.8587

GBT23

103.8619

GBEP16

103.8623

GBT2

103.8702

GBNG57

103.8762

GBBC8

103.8857

GBBC18

103.9049

GBNG58

103.9119

GBNG29

103.9210

GBGYA7

103.9297

GBBC19

103.9378

GBBC7

103.9408

GBNG41

103.9560

GBT18

103.9579

GBFL21

103.9760

GBAC4

103.9763

GBAC3

103.9769

GBEP5

103.9893

GBFL5

103.9900

GBBC20

104.0039

GBNG34

104.0102

GBEP17

104.0299

GBT1

104.0301

GBCI9

104.0361

GBT16

104.0436

GBNG36

104.0539

GBEP4

104.0540

GBBC6

104.0564

GBFL4

104.0576

GBBC21

104.0594

GBNG63

104.0715

GBCI8

104.0721

GBAC2

104.0951

GBCI7

104.1198

SD

GBMHD1

104.1254

GBBC12

104.1284

GBBC14

104.1287

GBCI10

104.1314

GBNG28

104.1315

GBBC13

104.1321

GBGYA1

104.1400

GBCI5

104.1403

GBCI6

104.1417

GBNG62

104.1424

GBT24

104.1605

GBGYA3

104.1610

GBBC11

104.1621

GBCI4

104.1742

GBAC5

104.1752

GBFL3

104.1851

GBBC22

104.1871

GBNG56

104.1874

GBCI2

104.1875

GBNG43

104.1896

GBCI1

104.1931

GBCI3

104.1987

GBT21

104.2065

GBFL22

104.2086

GBEP3

104.2109

GBNG27

104.2219

GBBC5

104.2246

GBFNC3

104.2337

SD

GBMHD2

104.2464

GBFL2

104.2499

GBBC4

104.2658

GBEP18

104.2794

GBGYA6

104.2822

GBEP2

104.2869

GBT12

104.2940

GBT25

104.3036

GBCOR2

FND 4"X4" CM BROKEN NO ID

104.3072

GA2

SET N&D "TRAV PT LB 6556"

104.3280

GBT11

104.3314

GBT20

104.3336

GBFNC8

104.3344

GBT10

104.3560

GBFL1

104.3702

GBOHP5

104.3851

GBSHP2

W/ LIGHT

104.3855

GBGYA2

104.3915

GBCSH1

PB-2

104.3967

GBNG26

104.3999

GBAC6

104.4140

GBEP1

104.4167

GBFW5

104.4261

GBNG47

104.4261

GBBC3

104.4280

GBNG52

104.4286

GBT9

104.4343

GBBC23

104.4396

GBBW6

104.4452

GA3

SET 5/8" IRC "TRAV PT LB 6556"

104.4550

GBWP1

104.4686

GBWP4

104.4804

GBBC2

104.4870

GBOHP3

104.5024

GBAC7

104.5264

GBTR2

30"

104.5293

GBNG32

104.5300

GBNG54

104.5394

GBGYA5

104.5433

GBT19

104.5466

GBCSH2

PB-1

104.5580

GBNG30

104.5712

GBNG55

104.5721

GBWP3

104.5764

GBFNC2

104.5833

GBBC1

104.5904

GBWP2

104.6117

GBFW4

104.6257

GBVC1

BM1 SET N&D "GEODATA LB 6556 BENCHMARK"

104.6370

SD

GBMHD3

104.6440

GBGYA4

104.6469

GBNG53

104.6504

GBSHP1

W/ LIGHT

104.6554

GBCOR1

FND 4"X4" CM BROKEN NO ID

104.6560

GBOHP2

104.6608

GBBW5

104.6851

GBAC8

104.6968

GBFW3

104.6972

GBFW2

104.7075

GBFNCA2

104.7154

GBNG44

104.7173

GBSHRB1

104.7204

GBBW4

104.7215

GA4

SET 5/8" IRC "TRAV PT LB 6556"

104.7310

GBBW3

104.7479

GBBW2

104.7587

GBFNC10

104.7819

GBAC9

104.7844

GBNG51

104.7850

GBFW1

104.8198

GBBW1

104.8801

GA1

SET N&D "TRAV PT LB 6556"

104.9320

GBOHP1

104.9788

GBNG46

105.0181

GBFNC9

105.1184

GBNG45

105.1583

GBOHP4

105.3177

GBFNC4

105.7620

GBFNC5

106.4587

GBFNC7

END GATE

106.6824

GBFNC6

BEGIN GATE

106.7916

SET N&D "TRAV PT LB 6556"

POT STA 10+30.00

EL= 104.93' (NAVD88)

E: 463311.58

N: 1529485.41

SITE BENCHMARK #3

E: 463285.89 N: 1529500.90

NO POINT FND OR SET

STA 10+00.00

BEGIN £ SURVEY

SET N&D "TRAV PT LB 6556"

EL= 104.33' (NAVD88)

E: 463517.40 N: 1529361.39

SITE BENCHMARK #2

STA 12+70.29

END £ SURVEY

10 40

Feet

N

POND DETAILS AND GRADING

1:3

1:50

:2

86.60

NWL = 98.60

96.60

104.00

104.20

POND 6749

10' M

AINTENANCE BERM

:3

:3

:4

POND 6749

UNDERDRAIN PIPE

REMOVE EXISTING

UNDERDRAIN PIPE

REMOVE EXISTING

:21

:2

:3

.6

1"=40'H,1"=10'V

SECTION A - A

SHGWT98.60

1:50104.00 1:50

AA

1:4

(10YR-24HR)

DHW EL. 102.15

(25YR-24HR)

DHW EL. 102.45

(MEAN ANNUAL-24HR)

DHW EL. 100.31

WETLAND 1

PER ORB 7436, PG 3616

ACCESS EASEMENT

ORANGE COUNTY

WETLAND 1

WETLAND 1

D C

A

C1

B1

B

POND RADIUS POINT LOCATION DATA

POINT

CENTER

CURVE

STATION OFFSET

RADIUS AT CONTOUR ELEV.

86.60 96.60 104.00 104.20

A 10+91.45 78.04 'LT. 5.00 ' 25.00 ' 47.20 ' 57.20 '

B 11+32.71 76.65 'LT. 5.00 ' 25.00 ' -- --

C 10+89.76 140.67 'LT. 5.00 ' 25.00 ' -- --

D 10+73.22 130.76 'LT. 5.00 ' 25.00 ' 47.20 ' 57.20 '

B1 11+34.52 80.39 'LT. -- -- 51.00 ' 61.00 '

C1 10+94.81 138.63 'LT. -- -- 51.54 ' 61.54 '

VARIES

SODDING LIMITS

VARIES

SODDING LIMITS

SEE DETAIL

BIOSORPTION ACTIVIATED MEDIA (BAM)

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\PDPLRD01_ALT2.dgnbrent 6/29/2023 12:33:09 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

GDCOR2

FND N&D "LS 3993"

0.0000

GBNG80

97.3346

GBNG86

97.4474

GBNG79

97.4971

GBB16

97.5097

GBNG81

97.5545

GBNG84

97.5822

GBB15

97.6111

GBB1

97.6195

GBNG83

97.6260

GBNG85

97.6535

GBB14

97.6540

GBB4

97.6770

GBB3

97.7452

GBB8

97.7948

GBB17

97.8063

GBNG87

97.8160

GBB6

97.8556

GBNG72

97.8586

GBINV3

PIPE ONLY 15" RCP

97.8778

GBB7

97.9126

GBB5

97.9205

GBNG82

97.9213

GBB2

97.9686

GBNG78

97.9888

GBB13

98.0260

GBB10

98.0299

GBNG75

98.0720

GCWP6

W1-6

98.0819

GBB12

98.1108

GBB11

98.1155

GBB9

98.1801

GBNG71

98.2515

GBNG77

98.2926

GBNG69

98.3822

GBCOR4

FND 1" IP NO ID

98.6340

GBNG70

98.7078

GBEW21

98.8004

GBEW9

98.8020

X10

98.8100

X11

98.8600

GBEW8

98.8872

GBEW25

98.9287

GBINV2

18" RCP PIPE ONLY

98.9683

GBCOR3

FND 4"X4" CM "PRM 1542"

98.9947

GBEW5

98.9961

GBEW19

99.0015

GBEW1

99.0020

GBEW24

99.0109

GBEW18

99.0130

GBEW13

99.0156

GBEW7

99.0172

GBEW23

99.0219

GBINV1

PIPE ONLY 15" RCP

99.0314

GCWP3

W1-3

99.0362

GBEW17

99.0461

GBEW6

99.0477

GBEW4

99.0564

GBEW26

99.0588

GBEW10

99.0646

GBEW20

99.0868

GBEW12

99.0876

X9

99.0969

X14

99.1000

GBEW14

99.1037

GBEW11

99.1137

GBEW2

99.1198

GBEW15

99.1223

GBEW22

99.1282

GBEW3

99.1298

GBEW16

99.1792

GBWDL3

99.3115

X8

99.3400

X6

99.4200

GBNG61

99.4878

GBNG6

99.5081

GBNG74

99.5198

GBNG73

99.5283

GBNG2

99.5718

X3

99.7200

GBNG14

99.7283

GBNG5

99.7503

GBNG4

99.7643

GBNG12

99.7672

GBNG15

99.7979

GBNG24

99.8176

GBNG22

99.8807

GBNG13

99.8860

GBNG1

99.9197

GCWP5

W1-5

99.9251

GBNG9

99.9513

GBWDL1

100.0149

GBT8

100.1003

GBNG18

100.1111

GBNG68

100.1414

GBNG67

100.2032

X5

100.2100

GBNG17

100.2334

GBNG3

100.2444

GBNG21

100.2611

GCWP2

W1-2

100.3204

GBNG25

100.3378

GBNG23

100.3410

GCWP1

W1-1

100.3753

GCWP4

W1-4

100.4126

X13

100.4300

X12

100.4400

GBNG19

100.4424

GBNG8

100.4464

GBNG16

100.4684

X7

100.4700

GBNG20

100.6036

X4

100.6900

X2

100.7100

GBNG11

100.7309

GBNG10

100.7979

GBPST1

WETLAND PROTECTION AREA

100.8089

GBNG7

100.8767

GBFNC11

100.9646

GBT7

100.9836

GBNG76

101.0515

GBNG64

101.4008

GBWDL2

101.4939

GBNG66

101.5707

GBNG38

101.8640

GBNG65

102.1191

GBT4

102.1425

GBT6

102.1864

GBNG35

102.2191

GBWDL4

102.4009

GBNG42

102.5690

GBT5

102.7202

GBFNCA1

6' CHAINLINK

102.7258

GBNG50

102.7680

GBGRT1

GRATE

103.0042

GBDI1

DROP INLET

103.0281

GBGRT2

103.0511

GBNG31

103.0749

GBNG39

103.0756

GBGRT4

103.0787

GBDI2

103.0965

GBNG49

103.1072

GBGRT3

103.1131

GBDI4

103.1423

GBT3

103.1699

GBDI3

103.1743

GBTR1

24"

103.1885

GBFL12

103.2726

GBFL11

103.3094

GBFL13

103.3898

GBMISC3

103.4593

GBT17

103.4953

GBFNC1

6' CHAIN LINK

103.4980

GBFL10

103.5285

GBNG33

103.5343

GBFL15

103.5408

GBEP10

103.5613

GBFL9

103.5695

GBEP11

103.5830

GBEP9

103.5939

GBFL16

103.6242

GBMISC4

103.6322

GBFL8

103.6401

GBEP8

103.6458

GBBC16

103.6480

GBFL14

103.6485

GBT15

103.6551

GBT13

103.6588

GBFL17

103.6909

GBT14

103.6969

GBEP7

103.7027

GBFL7

103.7030

GBNG37

103.7047

GBEP12

103.7115

GBEP13

103.7143

GBFL18

103.7205

GBMISC2

103.7260

GBMISC1

METAL SKIMMER

103.7365

GBT22

103.7588

GBFL19

103.7672

GBEP14

103.7742

GBNG59

103.7814

GBNG40

103.7966

GBBC15

103.8041

GBBC10

103.8165

GBFL6

103.8212

GBNG48

103.8236

GBBC9

103.8265

GBNG60

103.8303

GBBC17

103.8520

GBEP6

103.8523

GBFL20

103.8553

GBEP15

103.8587

GBT23

103.8619

GBEP16

103.8623

GBT2

103.8702

GBNG57

103.8762

GBBC8

103.8857

GBBC18

103.9049

GBNG58

103.9119

GBNG29

103.9210

GBGYA7

103.9297

GBBC19

103.9378

GBBC7

103.9408

GBNG41

103.9560

GBT18

103.9579

GBFL21

103.9760

GBAC4

103.9763

GBAC3

103.9769

GBEP5

103.9893

GBFL5

103.9900

GBBC20

104.0039

GBNG34

104.0102

GBEP17

104.0299

GBT1

104.0301

GBCI9

104.0361

GBT16

104.0436

GBNG36

104.0539

GBEP4

104.0540

GBBC6

104.0564

GBFL4

104.0576

GBBC21

104.0594

GBNG63

104.0715

GBCI8

104.0721

GBAC2

104.0951

GBCI7

104.1198

SD

GBMHD1

104.1254

GBBC12

104.1284

GBBC14

104.1287

GBCI10

104.1314

GBNG28

104.1315

GBBC13

104.1321

GBGYA1

104.1400

GBCI5

104.1403

GBCI6

104.1417

GBNG62

104.1424

GBT24

104.1605

GBGYA3

104.1610

GBBC11

104.1621

GBCI4

104.1742

GBAC5

104.1752

GBFL3

104.1851

GBBC22

104.1871

GBNG56

104.1874

GBCI2

104.1875

GBNG43

104.1896

GBCI1

104.1931

GBCI3

104.1987

GBT21

104.2065

GBFL22

104.2086

GBEP3

104.2109

GBNG27

104.2219

GBBC5

104.2246

GBFNC3

104.2337

SD

GBMHD2

104.2464

GBFL2

104.2499

GBBC4

104.2658

GBEP18

104.2794

GBGYA6

104.2822

GBEP2

104.2869

GBT12

104.2940

GBT25

104.3036

GBCOR2

FND 4"X4" CM BROKEN NO ID

104.3072

GA2

SET N&D "TRAV PT LB 6556"

104.3280

GBT11

104.3314

GBT20

104.3336

GBFNC8

104.3344

GBT10

104.3560

GBFL1

104.3702

GBOHP5

104.3851

GBSHP2

W/ LIGHT

104.3855

GBGYA2

104.3915

GBCSH1

PB-2

104.3967

GBNG26

104.3999

GBAC6

104.4140

GBEP1

104.4167

GBFW5

104.4261

GBNG47

104.4261

GBBC3

104.4280

GBNG52

104.4286

GBT9

104.4343

GBBC23

104.4396

GBBW6

104.4452

GA3

SET 5/8" IRC "TRAV PT LB 6556"

104.4550

GBWP1

104.4686

GBWP4

104.4804

GBBC2

104.4870

GBOHP3

104.5024

GBAC7

104.5264

GBTR2

30"

104.5293

GBNG32

104.5300

GBNG54

104.5394

GBGYA5

104.5433

GBT19

104.5466

GBCSH2

PB-1

104.5580

GBNG30

104.5712

GBNG55

104.5721

GBWP3

104.5764

GBFNC2

104.5833

GBBC1

104.5904

GBWP2

104.6117

GBFW4

104.6257

GBVC1

BM1 SET N&D "GEODATA LB 6556 BENCHMARK"

104.6370

SD

GBMHD3

104.6440

GBGYA4

104.6469

GBNG53

104.6504

GBSHP1

W/ LIGHT

104.6554

GBCOR1

FND 4"X4" CM BROKEN NO ID

104.6560

GBOHP2

104.6608

GBBW5

104.6851

GBAC8

104.6968

GBFW3

104.6972

GBFW2

104.7075

GBFNCA2

104.7154

GBNG44

104.7173

GBSHRB1

104.7204

GBBW4

104.7215

GA4

SET 5/8" IRC "TRAV PT LB 6556"

104.7310

GBBW3

104.7479

GBBW2

104.7587

GBFNC10

104.7819

GBAC9

104.7844

GBNG51

104.7850

GBFW1

104.8198

GBBW1

104.8801

GA1

SET N&D "TRAV PT LB 6556"

104.9320

GBOHP1

104.9788

GBNG46

105.0181

GBFNC9

105.1184

GBNG45

105.1583

GBOHP4

105.3177

GBFNC4

105.7620

GBFNC5

106.4587

GBFNC7

END GATE

106.6824

GBFNC6

BEGIN GATE

106.7916

PROPERTY BOUNDARY

SET N&D "TRAV PT LB 6556"

POT STA 10+30.00

EL= 104.93' (NAVD88)

E: 463311.58

N: 1529485.41

SITE BENCHMARK #3

E: 463285.89 N: 1529500.90

NO POINT FND OR SET

STA 10+00.00

BEGIN £ SURVEY

SET N&D "TRAV PT LB 6556"

EL= 104.33' (NAVD88)

E: 463517.40 N: 1529361.39

SITE BENCHMARK #2

STA 12+70.29

END £ SURVEY

10 40

Feet

N

POND 6749

POND DETAIL SHEET

B

B

SIPLIN ROAD

C

C

:3 .5

:3 .5

R

W

L I N

E

TOE ALL SIDES

3" APRON W/ 24"

4'

N.T.S.

SECTION C - C

N.T.S.

DBI TYPE D (MODIFIED) SECTION B - B

CONTROL STRUCTURE CS-1

TOE ALL SIDES

3" APRON W/ 24"

8'

5'

M I N

4"

ELEV. 100.50

ELEV. 101.75

INV. ELEV. 98.10

CONST. 18" RCP

BOTTOM ELEV. 101.50

TOP ELEV. 103.00

CONST. SKIMMER 28"L X 18"H X 61"W

INV. ELEV. 98.10

CONST. 18" RCP

INV. ELEV. 101.65

CENTERED IN WALL

CONST 8" WIDE WEIR

TOP ELEV. 98.60

6" PVC CAPPED W/ 2.5" DIA. OPENING

INV. ELEV. 97.15

6" PVC UNDERDRAIN CONNECTION

GRATE ELEV. 103.00

INV. ELEV. 98.00

CONST. ENDWALL

(TO BE REMOVED)

EXIST. 15" RCP & MES

:2

FENCE TO REMAIN

EXIST. CHAIN LINK

86.60

96.60

104.00

PIPE AND MES

REMOVE 19 LF OF EXIST. 15"

CONST. 38 LF OF 18" PIPE

1:3

104.20

1:50

NWL = 98.60

OF 18" PIPE

CONST. 15 LF

AND MES

EXIST. 18" PIPE

REMOVE 19 LF OF

S-101

S-102

:3

1:4

1:4

:3

STA. 11+56.30, 58.07' LT

FDOT INDEX 430-021

INV. ELV. 96.60

CONST. 18" MES (1:4)

CONTROL STRUCTURE

INV. ELV. 98.60 AT

OF 18" RCP.

CONST. 45 LF

TO BE REMOVED

EXIST. CONTROL STRUCTURE

CS-1

PROPOSED FL EL. 98.00

EXIST. FL CONNECTION EL. 99.44

TOP EL. 104.00

STA. 10+74.30, 30.92' LT

FDOT INDEX 425-001

CONST. MANHOLE TYPE 7 (3.5' DIA.)

20' WIDE

EXIST. GATE ACCESS LOCATION

PROPOSED FL EL. 98.00

EXIST. FL CONNECTION EL. 99.14

TOP EL. 104.00

STA. 11+89.74, 31.74' LT

FDOT INDEX 425-001

CONST. MANHOLE TYPE 7 (3.5' DIA.)

STA. 10+81.18, 49.82' LT

FDOT INDEX 430-021

INV. ELV. 96.60

CONST. 18" MES (1:4)

INV. ELV. 98.00

STA. 11+24.15, 217.20' LT

FDOT INDEX: 430-030

ENDWALL

CONST. STRAIGHT CONC.

ORB 7436, PG 3616

ACCESS EASEMENT

ORANGE COUNTY

TO BE REMOVED

EXIST. 6" UNDERDRAIN

WETLAND 1

WETLAND 1

CONC. ENDWALL

TO CONSTRUCT STRAIGHT

EXIST. 6' CHAIN LINK FENCE

REMOVE AND REPLACE 20LF OF

SEE SECTIONS THIS SHEET

STA. 11+06.17, 180.62' LT

FDOT INDEX 425-052

CONST. DBI TYPE D (MODIFIED)

FENCE TO REMAIN

EXIST. CHAIN LINK

INV ELEV. = 97.26

STA. 11+20.42, 180.52' LT

W/ CLEANOUT

STA. 11+82.67, 71.69 LT.

CONST. CLEANOUT

STA. 10+59.48, 20.16 LT.

CONCRETE DRIVEWAY

CONST. 6" THICK

SEE DETAIL

(BAM) AND UNDERDRAIN

ACTIVIATED MEDIA

CONST. BIOSORPTION

PIPE INV. ELV. = 97.30

STA. 11+24.50, 177.21 LT.

BEGIN 27 LF OF 6" SOLID PVC PIPE

END 120 LF OF 6" UNDERDRAIN PIPE

END BIOSORPTION ACTIVIATED MEDIA (BAM)

PIPE INV. ELV. = 98.10

STA. 11+82.85, 74.69 LT.

CONNECT TO CLEANOUT

BEGIN 120 LF OF 6" UNDERDRAIN PIPE

BEGIN BIOSORPTION ACTIVIATED MEDIA (BAM)

TO BE REMOVED.

EXIST. 15" RCP & MES

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\DRDTRD02.dgnbrent 6/29/2023 12:33:10 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

TOP OF TREATMENT VOLUME, ELEV. = 101.75

ELEV. = 98.60

NORMAL WATER LEVEL

PERMANENT POOL

TREATMENT VOLUME

GEOMEMBRANE

30-MIL PVC FLEXIBLE

SEE GENERAL NOTE 4

INTERNAL FILTER FABRIC

SEE GENERAL NOTE 4

INTERNAL FILTER FABRIC

WASHED STONE

#57 DOUBLE

GEOMEMBRANE

30-MIL PVC FLEXIBLE

#57 DOUBLE WASHED STONE

6" FREE DRAINING COVER

0.50'

18.50'

16.75'

INV. ELEV. = SEE PLANS

6" CORRIGATED PE UNDERDRAIN PIPE

.2

T Y P

0.50' MIN.

24" OF BIOSORPTION ACTIVIATED MEDIA (BAM)

NTS

BIOSORPTION ACTIVIATED MEDIA (BAM) AND UNDERDRAIN DETAIL

ELEV. = 103.23

TOP OF BIOSORPTION ACTIVIATED MEDIA (BAM)

SECTION A-A

A

A

ENVELOPE (TYP.)

FILTER FABRIC WRAP APRON SURFACE

CONCRETE APRON

UNDERDRAIN PIPE

(NONPERFORATED)

CLEANOUT RISER

Wrap (Typ.)

Filter Fabric

THREADED CAP

CONCRETE APRON

(NONPERFORATED)

CLEANOUT RISER

NTS

UNDERDRAIN CLEANOUT DETAIL

CLEANOUTS.

USE NONPERFORATED PIPES FOR UNDERDRAIN OUTLET AND 5.

MINIMUM OF 1'.

INSTALL THE INTERNAL FILTER FABRIC JOINTS WITH AN OVERLAP 4.

PERMITTIVITY OF 0.7 /SEC. AND AN AOS OF #40 SIEVE.

SPECIFICATIONS 985. THE INTERNAL FILTER FABRIC HAS A

INSTALL INTERNAL FILTER FABRIC TYPE D-3 IN ACCORDANCE WITH 3.

INSTALL UNDERDRAIN IN ACCORDANCE WITH SPECIFICATION 440.2.

WALL.

WILL BE BASED ON THE NOMINAL DIAMETER OF THE INTERIOR

OTHERWISE SHOWN IN THE PLANS. THE SIZE TO BE FURNISHED

INSTALL UNDERDRAIN PIPE WITH THAT IS 6" SMOOTH WALL UNLESS 1.

GENERAL NOTES:

(MIN.)

6" (M I N

(M A

X

2'-6"

2'-6"

UNDERDRAIN DETAIL

MEDIA (BAM) AND

BIOSORPTION ACTIVIATED

SHEET

NO.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

PROJECT NAME

J:\PROJECTS\T201507 - Orange County Cont SvcsY16-900 B\_TWO36_POND6749\_POND6749\drainage\EROSIONCONTROL_1.dgnbrent 6/29/2023 12:33:10 PM Default

PH. 407-901-5060

ORLANDO, FL. 32801

450 S. ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

GD1

SET 5/8" IRC "TRAV PT LB 6556"

0.0000

GDCOR1

FND 5/8" IRC "BSM LB 7274"

0.0000

GDCOR2

FND N&D "LS 3993"

0.0000

GDCOR3

FND N&D "LS 3993"

0.0000

GBNG80

97.3346

GBNG86

97.4474

GBNG79

97.4971

GBB16

97.5097

GBNG81

97.5545

GBNG84

97.5822

GBB15

97.6111

GBB1

97.6195

GBNG83

97.6260

GBNG85

97.6535

GBB14

97.6540

GBB4

97.6770

GBB3

97.7452

GBB8

97.7948

GBB17

97.8063

GBNG87

97.8160

GBB6

97.8556

GBNG72

97.8586

GBINV3

PIPE ONLY 15" RCP

97.8778

GBB7

97.9126

GBB5

97.9205

GBNG82

97.9213

GBB2

97.9686

GBNG78

97.9888

GBB13

98.0260

GBB10

98.0299

GBNG75

98.0720

GCWP6

W1-6

98.0819

GBB12

98.1108

GBB11

98.1155

GBB9

98.1801

GBNG71

98.2515

GBNG77

98.2926

GBNG69

98.3822

GBCOR4

FND 1" IP NO ID

98.6340

GBNG70

98.7078

GBEW21

98.8004

GBEW9

98.8020

X10

98.8100

X11

98.8600

GBEW8

98.8872

GBEW25

98.9287

GBINV2

18" RCP PIPE ONLY

98.9683

GBCOR3

FND 4"X4" CM "PRM 1542"

98.9947

GBEW5

98.9961

GBEW19

99.0015

GBEW1

99.0020

GBEW24

99.0109

GBEW18

99.0130

GBEW13

99.0156

GBEW7

99.0172

GBEW23

99.0219

GBINV1

PIPE ONLY 15" RCP

99.0314

GCWP3

W1-3

99.0362

GBEW17

99.0461

GBEW6

99.0477

GBEW4

99.0564

GBEW26

99.0588

GBEW10

99.0646

GBEW20

99.0868

GBEW12

99.0876

X9

99.0969

X14

99.1000

GBEW14

99.1037

GBEW11

99.1137

GBEW2

99.1198

GBEW15

99.1223

GBEW22

99.1282

GBEW3

99.1298

GBEW16

99.1792

GBWDL3

99.3115

X8

99.3400

X6

99.4200

GBNG61

99.4878

GBNG6

99.5081

GBNG74

99.5198

GBNG73

99.5283

GBNG2

99.5718

X3

99.7200

GBNG14

99.7283

GBNG5

99.7503

GBNG4

99.7643

GBNG12

99.7672

GBNG15

99.7979

GBNG24

99.8176

GBNG22

99.8807

GBNG13

99.8860

GBNG1

99.9197

GCWP5

W1-5

99.9251

GBNG9

99.9513

GBWDL1

100.0149

GBT8

100.1003

GBNG18

100.1111

GBNG68

100.1414

GBNG67

100.2032

X5

100.2100

GBNG17

100.2334

GBNG3

100.2444

GBNG21

100.2611

GCWP2

W1-2

100.3204

GBNG25

100.3378

GBNG23

100.3410

GCWP1

W1-1

100.3753

GCWP4

W1-4

100.4126

X13

100.4300

X12

100.4400

GBNG19

100.4424

GBNG8

100.4464

GBNG16

100.4684

X7

100.4700

GBNG20

100.6036

X4

100.6900

X2

100.7100

GBNG11

100.7309

GBNG10

100.7979

GBPST1

WETLAND PROTECTION AREA

100.8089

GBNG7

100.8767

GBFNC11

100.9646

GBT7

100.9836

GBNG76

101.0515

GBNG64

101.4008

GBWDL2

101.4939

GBNG66

101.5707

GBNG38

101.8640

GBNG65

102.1191

GBT4

102.1425

GBT6

102.1864

GBNG35

102.2191

GBWDL4

102.4009

GBNG42

102.5690

GBT5

102.7202

GBFNCA1

6' CHAINLINK

102.7258

GBNG50

102.7680

GBGRT1

GRATE

103.0042

GBDI1

DROP INLET

103.0281

GBGRT2

103.0511

GBNG31

103.0749

GBNG39

103.0756

GBGRT4

103.0787

GBDI2

103.0965

GBNG49

103.1072

GBGRT3

103.1131

GBDI4

103.1423

GBT3

103.1699

GBDI3

103.1743

GBTR1

24"

103.1885

GBFL12

103.2726

GBFL11

103.3094

GBFL13

103.3898

GBMISC3

103.4593

GBT17

103.4953

GBFNC1

6' CHAIN LINK

103.4980

GBFL10

103.5285

GBNG33

103.5343

GBFL15

103.5408

GBEP10

103.5613

GBFL9

103.5695

GBEP11

103.5830

GBEP9

103.5939

GBFL16

103.6242

GBMISC4

103.6322

GBFL8

103.6401

GBEP8

103.6458

GBBC16

103.6480

GBFL14

103.6485

GBT15

103.6551

GBT13

103.6588

GBFL17

103.6909

GBT14

103.6969

GBEP7

103.7027

GBFL7

103.7030

GBNG37

103.7047

GBEP12

103.7115

GBEP13

103.7143

GBFL18

103.7205

GBMISC2

103.7260

GBMISC1

METAL SKIMMER

103.7365

GBT22

103.7588

GBFL19

103.7672

GBEP14

103.7742

GBNG59

103.7814

GBNG40

103.7966

GBBC15

103.8041

GBBC10

103.8165

GBFL6

103.8212

GBNG48

103.8236

GBBC9

103.8265

GBNG60

103.8303

GBBC17

103.8520

GBEP6

103.8523

GBFL20

103.8553

GBEP15

103.8587

X1

103.8600

GBT23

103.8619

GBEP16

103.8623

GBT2

103.8702

GBNG57

103.8762

GBBC8

103.8857

GBBC18

103.9049

GBNG58

103.9119

GBNG29

103.9210

GBGYA7

103.9297

GBBC19

103.9378

GBBC7

103.9408

GBNG41

103.9560

GBT18

103.9579

GBFL21

103.9760

GBAC4

103.9763

GBAC3

103.9769

GBEP5

103.9893

GBFL5

103.9900

GBBC20

104.0039

GBNG34

104.0102

GBEP17

104.0299

GBT1

104.0301

GBCI9

104.0361

GBT16

104.0436

GBNG36

104.0539

GBEP4

104.0540

GBBC6

104.0564

GBFL4

104.0576

GBBC21

104.0594

GBNG63

104.0715

GBCI8

104.0721

GBAC2

104.0951

GBCI7

104.1198

SD

GBMHD1

104.1254

GBBC12

104.1284

GBBC14

104.1287

GBCI10

104.1314

GBNG28

104.1315

GBBC13

104.1321

GBGYA1

104.1400

GBCI5

104.1403

GBCI6

104.1417

GBNG62

104.1424

GBT24

104.1605

GBGYA3

104.1610

GBBC11

104.1621

GBCI4

104.1742

GBAC5

104.1752

GBFL3

104.1851

GBBC22

104.1871

GBNG56

104.1874

GBCI2

104.1875

GBNG43

104.1896

GBCI1

104.1931

GBCI3

104.1987

GBT21

104.2065

GBFL22

104.2086

GBEP3

104.2109

GBNG27

104.2219

GBBC5

104.2246

GBFNC3

104.2337

SD

GBMHD2

104.2464

GBFL2

104.2499

GBBC4

104.2658

GBEP18

104.2794

GBGYA6

104.2822

GBEP2

104.2869

GBT12

104.2940

GBT25

104.3036

GBCOR2

FND 4"X4" CM BROKEN NO ID

104.3072

GA2

SET N&D "TRAV PT LB 6556"

104.3280

GBT11

104.3314

GBT20

104.3336

GBFNC8

104.3344

GBT10

104.3560

GBFL1

104.3702

GBOHP5

104.3851

GBSHP2

W/ LIGHT

104.3855

GBGYA2

104.3915

GBCSH1

PB-2

104.3967

GBNG26

104.3999

GBAC6

104.4140

GBEP1

104.4167

GBFW5

104.4261

GBNG47

104.4261

GBBC3

104.4280

GBNG52

104.4286

GBT9

104.4343

GBBC23

104.4396

GBBW6

104.4452

GA3

SET 5/8" IRC "TRAV PT LB 6556"

104.4550

GBWP1

104.4686

GBWP4

104.4804

GBBC2

104.4870

GBOHP3

104.5024

GBAC7

104.5264

GBTR2

30"

104.5293

GBNG32

104.5300

GBNG54

104.5394

GBGYA5

104.5433

GBT19

104.5466

GBCSH2

PB-1

104.5580

GBNG30

104.5712

GBNG55

104.5721

GBWP3

104.5764

GBFNC2

104.5833

GBBC1

104.5904

GBWP2

104.6117

GBFW4

104.6257

GBVC1

BM1 SET N&D "GEODATA LB 6556 BENCHMARK"

104.6370

SD

GBMHD3

104.6440

GBGYA4

104.6469

GBNG53

104.6504

GBSHP1

W/ LIGHT

104.6554

GBCOR1

FND 4"X4" CM BROKEN NO ID

104.6560

GBOHP2

104.6608

GBBW5

104.6851

GBAC8

104.6968

GBFW3

104.6972

GBFW2

104.7075

GBFNCA2

104.7154

GBNG44

104.7173

GBSHRB1

104.7204

GBBW4

104.7215

GA4

SET 5/8" IRC "TRAV PT LB 6556"

104.7310

GBBW3

104.7479

GBBW2

104.7587

GBFNC10

104.7819

GBAC9

104.7844

GBNG51

104.7850

GBFW1

104.8198

GBBW1

104.8801

GA1

SET N&D "TRAV PT LB 6556"

104.9320

GBOHP1

104.9788

GBNG46

105.0181

GBFNC9

105.1184

GBNG45

105.1583

GBOHP4

105.3177

GBFNC4

105.7620

GBFNC5

106.4587

GBFNC7

END GATE

106.6824

GBFNC6

BEGIN GATE

106.7916

SD

GBMHD4

108.6515

SET N&D "TRAV PT LB 6556"

POT STA 10+30.00

EL= 104.93' (NAVD88)

E: 463311.58

N: 1529485.41

SITE BENCHMARK #3

E: 463285.89 N: 1529500.90

NO POINT FND OR SET

STA 10+00.00

BEGIN £ SURVEY

SET N&D "TRAV PT LB 6556"

EL= 104.33' (NAVD88)

E: 463517.40 N: 1529361.39

SITE BENCHMARK #2

STA 12+70.29

END £ SURVEY

10 40

Feet

N

POND 6749

EROSION CONTROL PLAN

SIPLIN ROAD

LEGEND

SEDIMENT BARRIER - STAKED SILT FENCE

STAKED SILT FENCE (TYP.)

INSTALL 670 LF OF SEDIMENT BARRIER

INLET PROTECTION SYSTEM

INSTALL INLET PROTECTION

BARRIER STAKED SILT FENCE

INSTALL 22 LF OF SEDIMENT

218.84' LT

11+31.97

228.26' LT

11+33.24

231.17' LT

11+28.29

229.87' LT

11+21.84

229.59' LT

11+18.35

48.23' LT

12+30.51

16.80' LT

12+09.98

21.70' LT

10+69.71

21.95' LT

10+50.26

156.35' LT

10+03.85

ORB 7436, PG 3616

ACCESS EASEMENT

ORANGE COUNTY

WETLAND 1

WETLAND 1

AB-1

AB-2