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MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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90% CDS, SUBMISSION4-14-25

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GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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11-15-24

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100% CDS, SUBMISSION7-25-25

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WATERLEIGH NBHD

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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DATE SUBMISSION/REVISION NO.

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MAJID KALAGHCHI PE 41046

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DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

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11-15-24

90% CDS, SUBMISSION4-14-25

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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11-15-24

90% CDS, SUBMISSION4-14-25

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ORANGE COUNTY

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

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PER SFWMD COMMENTS7-1-25

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PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

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11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

10/30/2025

10-30-25 PERMIT/ BID SET

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR

FIELD VERIFYING EXISTING UTILITY LOCATIONS.

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

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

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE 4110-1

"UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, CONSTRUCTION SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL.

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, POLES AND STAYS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST

DAMAGE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO; PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. ALL ADJUSTMENTS SHALL BE MADE TO CURRENT

STANDARDS.

8. ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES.

THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED

CUSTOMERS AT LEAST 4 WORKING DAYS IN ADVANCE.

10. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND / OR HAULING OF WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING

AND TO THE INSPECTOR FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU.

12. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER.

13. FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE SHALL BE MADE ONLY

WITH FITTINGS.

14. FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S

RECOMMENDATION.

15. FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE CURVATURE

AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS ESTABLISHED IN THIS MANUAL.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL

EXPENSES ASSOCIATED WITH THE REPAIR.

17. THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO) ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED PENALTIES FOR ANY AND EACH SSO

AS SPECIFIED IN SECTION 3110, GENERAL CONSTRUCTION REQUIREMENTS.

OCU GENERAL NOTES

10/10/2021

FIGURE GN

VALVE

ID NUMBER

Utilities Asset

Number Plan Sheet # Easting Northing Elevation Valve Type Main Type Valve Size Valve Manufacturer Valve Model # # of Turns to Close Gear Actuator Gear Ratio Side Actuator Actuator Manufacturer Comments

GV-1 C301 Gate Water Main 1"

GV-2 C301 Gate Reclaimed Water Main 2"

METER

ID Number

Utilities Asset

Number Plan Sheet # Easting Northing Elevation Main Type Comments

M-1 C301 Water Main

M-2 C301 Reclaimed Water Main

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

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D.FORSYTH

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ORANGE COUNTY

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

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WATERLEIGH NBHD

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

10/30/2025

10-30-25 PERMIT/ BID SET

UNIVERSAL CAROUSEL

PCM157-xx05

SHELL BASKET SWING

KSW922-CUSTOM_20193094

WATER LILIES

M17501-xxP

JACOB'S LADDER

B4-CP503018-05

CURVED SLIDE

B2-CP601324-34

BANISTER BARS

A4-CP603614-09

WALL CLIMBER

B3-CP508024-35

WALL CLIMBER

B2-CP311300-36

PLAY SHELL HAMMOCK (2) BELOW DECK

B6-CP311400-36

CLIMBING POLE

CP509818-05

TALK TUBE

CP817200-18

TALK TUBE

CP817200-18

CLIMBING NET AND POLE

A1-CP508914-02

HAMMOCK

A3B-CP302300-03

SOMERSAULT BAR

A3A-CP812209-05

ADA TRANSFER PLATFORM

CP100500-08

ADA TRANSFER STEPS

A2-CP509901-34

XYLOPHONE MUSIC PANEL

CP302200-0103

HAMMOCK

A3B-CP302300-03

HAMMOCK

A3B-CP302300-03

TURN DISK AND SOUND CREATOR

A3B-CP302300-03

MEGAPHONE

CP810600-01

PERCUSSION PANEL

CP313100-03

XYLOPHONE PANEL

CP302200-01

BINOCULARS

CP817000-01

MIRROR

CP830400-03

FACES CLOCK

CP813600-03

CONVEYOR BELT

CP830300-03

WINDOW WITH CURTAINS

CP813700-03

GEARSHIFT AND TUBE

PANEL CP301201-01

TIC TAC TOE

PANEL

CP301201-01

CLIMBING WALL

CP505206-13

ACCESSIBLE RAMP

CP505400-01

BINOCULARS

CP817000-01

CLOCK PANEL

CP201001-01

SLIDE

CP602106-03

# Product Number Product Name Age Group M.F.H. Item Description

A PCM157-xx05 Kompan Universal Carousel with HPL

Deck Plate 2-12 1'3"

"Color: Medium Green NCS S3065-G10Y Deck plate of 17.8mm thick HPL plate

- Fully closed lifetime lubricated center bearing 10 wheels with a diameter of 125mm -Seat is made of HPL with a thickness of

17.8mm "

B KSW922-CUSTOM_20193094 8’ Shell Seat Swing 2-12 7'11"

Shell Nest 47” wide; lime green color - Steel posts of Ø101,6x2,0mm pre-galvanized steel tube with powder coated top finish in RAL8011 - Shell seat is made of 100% recyclable polyethylene (PE) and roto molded in one piece

C PCE210531-CUSTOM_20206138 Rainier 5-12 7'10"

"Color; Nature; Brown RAL 8011 posts;

Medium Green EcoCore™ RAL6029

-Straight Panels - Panels of 19mm EcoCore™ HDPE material in 19mm EcoCore™ made with +95% recycled post-consumer material.

Curved Panels – The roto molded panels are made of recyclable LLDPE. Panels are made with a minimum thickness of 5 mm and all materials are UV stabilized. HPL Panels are 10 or 18 mm thick with a molded-in non-skid surface Posts and Frames of steel are hot-dip galvanized tubes in dimensions Ø42.4 x 3.2 mm and frames/posts are Ø38 x 2 mm. Steel posts of Ø101,6x2,0mm pre-galvanized steel tube with powder coated top finish.Banister bars are made of stainless steel Ø42.4 x 3.2 mm or Ø38 x 2 mm"

D PCM003121-xx03 Play Panel 2 - Music, Classic 2-5 0'0"

Color: Nature Brown RAL 8011 posts;

Medium Green EcoCore™ RAL6029 HDPE material in 19mm EcoCore™ made with +95% recycled post-consumer material -Main steel posts with a diameter of 101,6mm and wall thickness 2mm made of steel S235

E PCM003221-xx03 Play Panel 2 - Emotion, Classic 2-5 0'0"

Color: Nature Brown RAL 8011 posts;

Medium Green EcoCore™ RAL6029 HDPE material in 19mm EcoCore™ made with +95% recycled post-consumer material -Main steel posts with a diameter of 101,6mm and wall thickness 2mm made of steel S235

F PCM103031-xx04 Play Tower with Ramp (age 2-5) 2-5 2'11"

Color; Nature; Brown RAL 8011 posts;

Medium Green EcoCore™ RAL6029 The grey-colored molded decks are made of 75% post-consumer ocean waste PP material with a non-skid pattern and texture surface.Main steel posts with a diameter of 101,6mm and wall thickness 2mm made of steel S235 with a pre-galvanized inside and outside base layer and outside with powder coated top finish in RAL 8011. -Panels of 19mm EcoCore™ HDPE material in 19mm

EcoCore™ made with +95% recycled post-consumer material.

G M17501-xxP Water Lillies 4 seater 2-5 1'8"

Panels and seat of 19mm EcoCore™ HDPE Made of +95% recycled post-consumer material The cross-body and footrest plates are made of High-Pressure Laminate thickness 17.8mm and non-skid surface texture -Springs are made of spring steel with a diameter of 18,5 mm

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PARK

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DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

W x L

STEEL COLUMN

FOOTER

ANCHOR

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WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

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100% CDS, SUBMISSION7-25-25

18019-0056

10/30/2025

10-30-25 PERMIT/ BID SET

A

C3

B

18'

48'-9"± 58'-11"±

52'-4"±

48'-7"±

34'-10"±

C2 14'

C3 18'

C2 14'

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605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

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www.rbarchitects.com 407.648.7288

M.KALAGHCHI

D.FORSYTH

WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

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H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

CAPITAL PROJECTS

DIVISION

Consultants

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

M.KALAGHCHI

D.FORSYTH

WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

NOTES:

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

UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO

T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR

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

3. PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

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

FOR PIPE DIAMETER 24-IN AND LARGER.

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

DEWATERING AS REQUIRED.

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

FLOW.

7. 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

RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE

PIPE AND COMPACTED BY HAND TAMP.

9. CONTRACTOR SHALL USE BEDDING AND TRENCHING - TYPE B DETAIL FOR OVER

EXCAVATION AND WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED IN THE

EXCAVATION.

TRENCH WIDTH

VARIES

W/ PIPE SIZE

PIPE O.D.

(SEE NOTE 4)

COMMON FILL

12" (TYP)

SELECT

COMMON FILL

UNDISTURBED

EARTH

(SEE NOTE 3)

HAUNCHING

(SEE NOTE 8) (S

EE

N

O

TE

INITIAL

BACKFILL

TR

EN

C H

B

AC

KF

IL

L (S

EE

N

O

TE

" L

IF

TS

M

AX

IM

U

M

FINISHED GRADE

MIN 24" WATER LEVEL

1.5

(SEE NOTE 5)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

SELECT

COMMON FILL

BEDDING MATERIAL

(SEE NOTE 10) BEDDING

(SEE NOTES 9 & 10)

HAUNCHING

(SEE NOTE 8)

(S

EE

N O

TE

INITIAL BACKFILL

(SEE NOTE 1)

TR

EN

C H

B

AC

KF

IL

L (S

EE

N

O

TE

" L

IF

TS

M

AX

12" (TYP)

PIPE O.D.

NOTES:

1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT

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

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR

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

3. PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

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

PIPE DIAMETER 24-IN AND LARGER.

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

AS REQUIRED.

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

FLOW.

7. 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.

8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE PIPE

AND COMPACTED BY HAND TAMP.

9. BEDDING DEPTH SHALL BE 4-IN MINIMUM FOR PIPE DIAMETER UP TO 12-IN AND 6-IN MINIMUM

FOR PIPE DIAMETER 16-IN AND LARGER.

10. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF REQUIRED

BEDDING MATERIAL BELOW THE PIPE. UTILITIES SHALL DETERMINE REMOVAL OF

UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION IN THE FIELD.

COMMON FILL

FINISHED GRADE

UNDISTURBED

EARTH

MIN 24" WATER LEVEL

1.5

TRENCH WIDTH

VARIES

W/ PIPE SIZE

(SEE NOTE 4)

(SEE NOTE 5)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

HORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2)

PROPOSED UTILITY

POTABLE

WATER

(NOTE 3)

RECLAIMED

WATER MAIN

(SEE NOTE 7)

WASTEWATER

FORCEMAIN

SANITARY

SEWER

STORM

SEWER

STRUCTURAL

FOUNDATION,

WALLS, ETC.

(SEE NOTE 8)

4"-12" 16"-UP 4"-12" 16"-UP 4"-12" 16"-UP ALL SIZES ALL

SIZES ALL SIZES

POTABLE

WATER

(NOTE 3)

4"-12" 3' 5' 3' 5' 6' 6' 6' 3' 10'

16"-UP 5' 5' 5' 5' 6' 6' 6' 5' 15' (NOTE 5)

RECLAIMED

WATER MAIN

(SEE NOTE 7)

4"-12" 3' 5' 3' 5' 3' 5' 3' 3' 10'

16"-UP 5' 5' 5' 5' 5' 5' 5' 5' 15' (NOTE 5)

WASTEWATER

FORCEMAIN

4"-12" 6' 6' 3' 5' 3' 5' 3' 3' 10'

16"-UP 6' 6' 5' 5' 5' 5' 5' 5' 15' (NOTE 5)

SANITARY

SEWER

ALL

SIZES 6' 6' 3' 5' 3' 5' 3' 5' VARIES PER

DEPTH

NOTES:

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

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

MAINTENANCE. FOR PIPES INSTALLED AT GREATER DEPTHS THAN THE MINIMUM OCU DESIGN

STANDARDS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.

3. THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND UTILITIES PRIOR TO

INSTALLATION.

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

STORM WATER MANHOLE OR STRUCTURE.

5. PRESSURE MAINS 16-IN TO 24-IN MAY HAVE 10-FT SEPARATION FROM STRUCTURAL FOUNDATION, WALLS, ETC IF NEW MAINS ARE RESTRAINED FOR THE ENTIRE LENGTH.

6. REFERENCE FIGURE A116-2 FOR VERTICAL PIPELINE SEPARATION REQUIREMENTS.

7. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

8. ADDITIONAL SEPARATION SHALL BE REQUIRED BY UTILITIES FOR CONSTRUCTION OF, INCLUDING, BUT

NOT LIMITED TO: LIVE LOADS, MULTI-STORY COMMERCIAL BUILDINGS, SUPERSTRUCTURES,

EMBANKMENTS, RETAINING WALLS, BRIDGES, RAILROADS, HIGH VOLTAGE TRANSMISSION MAINS, GAS

MAINS, ETC.

VERTICAL SEPARATION REQUIREMENTS (NOTES 1 & 2)

PROPOSED

UTILITY

POTABLE

WATER

(NOTE 4)

RECLAIMED

WATER MAIN

WASTEWATER

FORCEMAIN

SANITARY

SEWER

STORM SEWER

(NOTE 3)

POTABLE

WATER

(NOTE 4)

12" 12" 12" / 18" 12" / 18" 12" / 18"

RECLAIMED

WATER MAIN 12" 12" 12" 12" 12" / 18"

WASTEWATER

FORCEMAIN 12" 12" 12" 12" 12" / 18"

SANITARY

SEWER 12" / 18" 12" 12" 12" 12" / 18"

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

NOTES:

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

2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION

AND MAINTENANCE.

3. THE 18-IN SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE OR SANITARY

SEWER CROSSES ABOVE THE UTILITY MAIN, AND WHEN THE STORM PIPE HAS A

DIAMETER EQUAL TO OR GREATER THAN 24-IN. OTHERWISE, THE REQUIRED

SEPARATION IS 12-IN.

4. THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION

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

REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED

INDIVIDUALLY BY BOTH FDEP AND UTILITIES.

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

SANITARY OR STORM WATER MANHOLE OR STRUCTURE.

6. REFERENCE FIGURE A116-1 FOR HORIZONTAL PIPELINE SEPARATION REQUIREMENTS.

7. JOINT SPACING AT CROSSING SHALL COMPLY WITH THE MINIMUM FDEP SEPARATION

REQUIREMENTS OUTLINED IN 62-555.314, F.A.C.

VERTICAL PIPELINE SEPARATION REQUIREMENTS

10/10/2021

FIGURE A116-2

HORIZONTAL PIPELINE SEPARATION REQUIREMENTS

10/10/2021

FIGURE A116-1

BEDDING & TRENCHING - TYPE B

10/10/2021

FIGURE A102

BEDDING & TRENCHING - TYPE A

10/10/2021

FIGURE A101

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

FINISHED GRADE

NOTES:

1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER)

CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON

STRAPS, LOOPED AND SECURED TO TOP CENTERLINE OF THE PIPE.

2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND

12-IN ABOVE TOP OF COLLAR.

3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED.

4. WIRE SHALL BE CONTINUOUS AND CONNECTED FOR LOCATING IN ALL DIRECTIONS.

5. PERMANENT SPLICES MUST BE MADE IN THE LENGTH OF THE WIRE USING WIRE

CONNECTORS SPECIFICALLY DESIGNED FOR DIRECT BURIAL, DIELECTRIC SILICONE

GEL OR MOISTURE-RESISTANT GREASE FILLED.

6. AT ALL TRACING WIRE SPLICES, TEES, AND VALVE COLLARS, A KNOT IN THE WIRE

SHALL BE MADE TO PREVENT THE WIRE FROM COMING APART.

7. REFER TO VALVE DETAILS FOR LOCATE WIRE UP AND IN VALVE BOX.

LOCATING WIRE

WATER, WASTEWATER,

OR RECLAIMED MAIN

NYLON STRAPS - 3 PER

JOINT (SEE NOTE 1)

LOCATING WIRE

LOCATING WIRE

LOCATING

WIRE

VALVE (TYP)

WIRE CONNECTOR

(SEE NOTE 5) (TYP)

FIRE HYDRANT

(TYP)

PERMANENT

SPLICE (SEE

NOTES 5 & 6)

(TYP)

KNOT (TYP)

WIRE

CONNECTOR

(SEE NOTE 5)

LOCATE WIRE

& ID TAG (SEE

NOTE 7) (TYP) KNOT (TYP)

NYLON STRAP TO BE LOOPED

AROUND LOCATE WIRE

PIPE LOCATING WIRE

10/10/2021

FIGURE A114

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

O.C.U.

ABC 6"

GV, L-###

WATER

IDENTIFICATION DISC EXAMPLE

NOTES:

1. BRONZE, BRASS, OR STAINLESS STEEL IDENTIFICATION DISC SHALL BE REQUIRED FOR

ALL VALVES.

2. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-IN

ABOVE TOP COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.

3. NO VALVE SHALL BE DESIGNED OR INSTALLED WITHIN THE CURB.

4. ROUND OR SQUARE VALVE PAD TO BE UNIFORM PER PROJECT.

OUTSIDE PAVEMENT INSIDE PAVEMENT

DISC TO BE HANGING IN

THE BOX ANCHORED TO

THE LOCATING WIRE

LETTERING TO BE MACHINE

ENGRAVED WITH 0.25" TO

0.375" CAPITAL LETTERS

APPROX. 3" MANUFACTURER & SIZE

TYPE OF VALVE (GV, PV, ETC),

DIRECTION & NUMBER OF TURNS

SERVICE (WATER, RECLAIMED,

SEWER)

YEAR

0.

TOP FLUSH WITH

FINISHED GRADE

ASPHALT

SURFACE

VALVE BOX

AND COVER

(TYP)

18"

LOCATING

WIRE

6" THICK 3,000 PSI

(MIN) CONCRETE

WITH #4 REBAR

CONTINUOUS OR

FIBER MESH

CONCRETE.

VALVE BOX AND

COVER (SEE FIG

A111)

18"x18" SQUARE (ROUND OPTIONAL)

CONCRETE OR POLYMER PAD TYP

EACH VALVE BOX (SEE NOTE 4)

" M

IN

ID TAG

LOOP WIRE

(SEE NOTE 2)

ROUTE WIRE

LOOPS

THROUGH

V-CUT

OPENING IN

BOX AND

RISER

BASE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

FINISHED GRADE

NOTES:

1. FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS.

2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND

12-IN ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY

INSTALLED.

3. DRILL HOLE IN ID TAG AND INSTALL ON TRACING WIRE.

4. ALL PIPE AND FITTINGS SHALL BE SCH 40 BRASS OR 316 SST.

2" PIPE

MIN 8" OF FDOT #57

STONE IN ALL

DIRECTIONSRESTRAINED JOINT

WATER OR RECLAIMED

WATER MAIN

RESLIENT SEAT

MECHANICAL JOINT

GATE VALVE

BOX SHALL REST ON

BEDDING ROCK

(NOT ON VALVE OR

PIPE) AND SHALL BE

CENTERED ON

OPERATING NUT

" M

IN

ID TAG (SEE FIG A112)

LOOP WIRE (SEE NOTE 3)

LOCATING WIRE

KNOT IN WIRE

VALVE BOX

(SEE FIG A111)

ROUTE WIRE LOOPS

THROUGH V-CUT

OPENING IN BOX AND

RISER

2" NIPPLE (UNION

AS REQUIRED)

2" 90° BEND

RESTRAINED JOINT

CAP W/ 2" TAP

2" COUPLING WITH

FIRE HOSE ADAPTER.

SET 4"-6" BELOW

FINISHED GRADE

ALIGNMENT RING

OR STABILIZER

SET TOP OF BLOW OFF

VALVE BOX TO 4" - 6"

BELOW FINISHED GRADE

15" X 27" X 12" METER

BOX ASSEMBLY

(AASHTO H-20

LOADING) TO

FINISHED GRADE

#57 STONE

(8" MIN)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

RECLAIMED WATER

WASTEWATER

POTABLE WATER

NOTES:

1. HEAVY DUTY VALVE BOX LIDS ARE REQUIRED FOR ALL VALVE BOXES.

2. TOP SECTION SHALL BE INSTALLED AT MID-RANGE FOR FUTURE ADJUSTMENT.

3. HEAVY DUTY VALVE BOX LID SHALL HAVE A 5-IN MIN DEPTH AND WEIGH A MINIMUM OF

22-LBS. LID SHALL HAVE POWDER COATING PAINT AT A MIN OF 3 MILL.

4. EXTENSION STEMS AND ALIGNMENT RING/WALL BRACKETS SHALL BE PROVIDED ON

ALL BURIED VALVES SO THAT THE OPERATING NUT SHALL BE NO MORE THAN 36-IN

BELOW FINISHED GRADE. MATERIAL SHALL BE MINIMUM 304 SST.

5. ADD ADD'L SCREW EXTENSION AS REQUIRED AFTER SCREW EXTENSION EXCEEDS

24-IN.

6. STACKING OF VALVE BOX BOTTOM SECTIONS IS NOT PERMITTED.

7. VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE, AND SHALL BE CENTERED

ON OPERATING NUT.

HEAVY DUTY LID W/

EXTENDED SKIRT

3' M

AX

T

O

FI

N

IS

H

ED

G R

AD

E

EX

TE

N

SI

O N

(D

IM

V

AR

IE

S)

TO

P

(V

AR

IE

S)

BO

TT

O M

(V

AR

IE

S)

INSTALL TO

MID-RANGE

ALIGNMENT

RING (TYP)

ALIGNMENT

RING (TYP)

(OR)

FU

LL

D

EP

TH

V

AR

IE

S

LOCATING WIRE

SECURE TO

OPERATING

NUT (SELF-

SECURING

FROM

SURFACE)

EXTENSTION

STEM (SEE

NOTE 4)

CUT SMALL

"V" IN BOX

STABILIZER

TIE KNOT NEAR

TOP OF PIPE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

SCHEDULE OF DIMENSIONS AND MATERIALS

PIPE SIZE

(IN)

PIPE SIZE

DIMENSIONS (FT) TIE RODS REQ'D

A B C D DIA NO.

6 2.0 2.0 1.0 0.75 2

8 2.5 2.5 1.0 0.75 2

10 3.5 3.0 1.0 0.75 4

12 5.0 3.0 1.0 0.75 4

16 6.0 4.0 1.5 0.75 4

20 8.0 5.0 1.5 0.75 6

24 9.0 6.0 1.5 0.75 10

30 12.0 7.0 1.5 1.0 10

36 15.0 8.0 1.5 1.0 14

42 16.0 9.0 2 1.0 16

48 19.0 10.0 2 1.0 20

54 22.0 10.0 3 1.0 24

60 27.0 10.0 3 1.125 24

64 31.0 10.0 3 1.25 20

NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000

LBS/SF SOIL RESTRAINT BEARING.

NOTES:

1. ADDITIONAL REINFORCEMENTS

SHALL BE AS SPECIFIED BY THE

ENGINEER.

2. MINIMUM COMPRESSIVE STRENGTH

FOR CONCRETE SHALL BE 3,000 PSI.

3. BEDDING, BACKFILL AND

COMPACTION SHALL BE AS

SPECIFIED ELSEWHERE IN THE

STANDARD DRAWINGS.

4. ALL FORM BOARDS SHALL BE

REMOVED PRIOR TO BACKFILL.

5. NO ALLOWANCE SHALL BE MADE FOR

FRICTION BETWEEN THE PIPE WALL

AND THE THRUST COLLAR.

6. DESIGN PRESSURE: 150 PSI.

7. REQUIRED FOR LINE STOPS IF

RESTRAINT TABLE REQUIREMENTS

CANNOT BE MET.

SEE TRENCH DETAILS

FOR PIPE BEDDING

REQUIREMENTS

DOUBLE MECHANICAL

BELL RESTRAINT HARNESS

WITH DOUBLE NUT

TIE RODS (ASTM A307 B)

INCLUDING NUTS AND

WASHERS (SEE

SCHEDULE BELOW)

A

B

M

IN

TRENCH

LIMITS

#4 BARS @ 6" OC ALL

AROUND (MIN 2" CLEAR

AROUND PIPE)

#4 BARS

D (9' MIN)

3" COVER

ENCASE TIE RODS

1.5" PVC SLEEVE

UNDISTURBED

EARTH

4" x 4" x 0.5" STEEL

BEARING PLATE

(TYP)

9" M

IN

(T

YP

C

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

NOTES:

1. PVC PIPE OR DUCTILE IRON PIPE SHALL NOT BE USED AS VALVE BOX.

2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3-FT OF FINISHED

GRADE.

3. PROVIDE A STABILIZER OR PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS

BELOW THE VALVE ACTUATING NUT. THE DEVICE SHALL CENTER THE RISER VALVE BOX

OVER THE ACTUATING NUT AND MINIMIZE DEBRIS.

4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-IN

ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY

INSTALLED. WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.

5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO

ALLOW FOR FUTURE BOX ADJUSTMENTS.

6. REFER TO FIGURE A111 FOR INSTALLATIONS WHERE THE OPERATING NUT IS DEEPER

THAN 36-IN BELOW FINISHED GRADE.

7. DRILL HOLE IN ID TAG AND INSTALL ON TRACING WIRE.

ID TAG (SEE FIG A112)

VALVE BOX PAD (SEE

FIGURE A112)

ROUTE WIRE LOOPS

THROUGH V-CUT OPENING

IN BOX AND RISER

LOOP WIRE (SEE NOTE 4)

FINISHED GRADE

SET TOP OF VALVE BOX TO

FINISHED GRADE

ALIGNMENT

RING (OR)

COMPACTED SELECT

COMMON FILL

LOCATING

WIRE

MIN 8" FDOT #57

STONE IN ALL

DIRECTIONS

VALVE BOX SHALL REST ON BEDDING

ROCK, NOT ON VALVE, AND SHALL BE

CENTERED ON OPERATING NUT

ADJUSTABLE SCREW

TYPE DUCTILE IRON

VALVE BOX

M

IN

P

IP

E D

EP

TH

A T

VA

LV

E

PE

R C

H

AR

T

FI

G A

8-

WATER MAIN

OR RECLAIMED

WATER MAIN

" M

IN

KNOT

MIN PIPE DEPTH

PER SECTION 2210

STABILIZER

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

APPROVED

APPENDIX D

PRODUCTS

VALVE SIZE

(INCHES)

AMERICAN

FLOW

CONTROL

CLOW

COMPANY

MUELLER

COMPANY

MIN COVER TO

TOP OF PIPE

(INCHES)

MIN COVER TO

TOP OF PIPE

(INCHES)

MIN COVER TO

TOP OF PIPE

(INCHES)

16 53 54 54

20 57 72 62

24 63 75 66

30 80 81 80

36 89 88 89

42 102 102 101

48 109 102 110

54 106

60 122

66 119

NOTES:

1. MINIMUM COVER OVER PIPE IS CALCULATED BASED ON INSTALLATION OF THE GATE

VALVE OPERATING NUT AT 24-IN BELOW GRADE.

2. ADDITIONAL DEPTH MAY BE REQUIRED BASED ON SITE CONDITIONS OR ROAD DESIGN.

3. REFERENCE FIGURE A108-1 FOR TYPICAL GATE VALVE STANDARD DRAWING.

VALVE BOX PAD

10/10/2021

FIGURE A112

TEMPORARY BLOW OFF VALVE - WATER & RECLAIMED WATER

10/10/2021

FIGURE A122-2

TYPICAL VALVE BOX & COVER

10/10/2021

FIGURE A111

GATE VALVE & BOX - MINIMUM PIPE DEPTH AT VALVE PER MANUFACTURER

10/10/2021

FIGURE A108-2

THRUST COLLAR - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

10/10/2021

FIGURE A106

GATE VALVE & BOX - WATER & RECLAIMED WATER MAINS

10/10/2021

FIGURE A108-1

M M

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

N O

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(S

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N O

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APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

9" M

IN

9" M

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" M

IN

" M

AX

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

IRRIGATED WITH

RECLAIMED WATER

DO NOT DRINK NO BEBER

NOTES:

1. SIGN TO BE PROVIDED BY OCU.

2. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT

TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC.

3. BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721

COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C.

4. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED.

5. SIGN MATERIAL SHALL BE 0.040 GAUGE METAL.

6. POST SHALL BE 2.375-IN OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123.

POST TO BE PROVIDED BY CUSTOMER.

7. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

8. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 62-610

"ACCESS CONTROL AND ADVISORY SIGNS", FAC, THE COUNTY APPROVED

ENGINEERING PLANS AND / OR AS APPROVED BY THE UTILITIES.

(M

IN

(M

IN

(M

AX

1/

2"

1/

8"

1/

8"

18"

3/

8"

3/ 4"

1/ 2"

FINISHED GRADE

1/2" RAD (TYP)

7/16" WIDE

(ALL AROUND)

1/2" (ALL

AROUND) 1/

2"

1/ 2"

1/ 2"

1/

4"

REDUCED PRESSURE BACKFLOW PREVENTER, 2" & SMALLER

10/10/2021

FIGURE A409-2

RECLAIMED WATER SIGNAGE "DO NOT DRINK WATER"

10/10/2021

FIGURE A501

WATER & RECLAIMED WATER SERVICES (TYPICAL)

10/10/2021

FIGURE A120

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

CAPITAL PROJECTS

DIVISION

Consultants

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

M.KALAGHCHI

D.FORSYTH

WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

MAJID KALAGHCHI PE 41046

PRELIMINARY SITE PLAN6-12-24

DESIGN DEVELOPMENT7-12-24

60% CDS, DRC, TRG

SUBMISSION

11-15-24

90% CDS, SUBMISSION4-14-25

100% CDS, SUBMISSION7-25-25

18019-0056

6"OAK

6"OAK

6"OAK

6"OAK

10' UTILITY EASEMENT

P.B. 100, PGS. 61-87

LOST CREEK DRIVE

NEW OPEN SPACE

G-15

TR

RC

PROPOSED 6'

BENCH (TYP.)

PROPOSED

BASKETBALL

COURT

SITE VIEW ZONE

SI

TE

V

IE

W Z

ON

E

PE1

SP

SP

PE1

SP

QV1

QV1

QV1

8 MB1

PE1

QV2

QV1

1 QV2

QV1

QV1

PE1

PROPERTY LINE

SOD LIMIT LINE

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

SOD LIMIT LINE

SO

D

L

IM

IT

L

IN

E

'-0

" O ffs et

6'-0" Offset

6'-0" Offset

SOD

SOD

SOD

SOD

SOD

SOD

SOD

As indicated

L101

LANDSCAPE PLAN

DATE SUBMISSION/REVISION NO.

1 inch = 20 ft.

10' 20' 40'

MATCHLINE-SEE SHEET L102

NOTES:

1. ALL AREAS DISTURBED BY CONSTRUCTION TO BE SODDED.

2. THE SITE CONTAINS POLYETHYLENE IRRIGATION DRIP PIPING

FROM PREVIOUS OPERATION. CONTRACTOR IS RESPONSIBLE

FOR REMOVAL AS PART OF SITE CLEARING OPERATION.

3. PROVIDE FINAL TREE SURVEY OF INSTALLED AND SAVED

TREES WITH DIAMETER UPON COMPLETION OF CONSTRUCTION.

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

RVM

CWY

2433 Lee Road Winter Park, FL 32789 Phone: (407) 340-1196 www.mdgplan.com

Murray Design Group

LANDSCAPE ARCHITECTURE

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

CAPITAL PROJECTS

DIVISION

Consultants

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

REGISTRATION # LA0001383

LANDSCAPE ARCHITECT IN CHARGE:

RAMON V. MURRAY

NOT FOR CONSTRUCTION

18019-0056

100% DOCUMENTS

WINTER GARDEN, FLORIDA

6-12-24 PRELIMINARY SITE PLAN

7-12-24 DESIGN DEVELOPMENT

11-15-24 60% CDS, DRC, TRG

SUBMISSION

4-14-25 90% CDS SUBMISSION

7-25-25 100% CDS SUBMISSION

10/30/2025

10-30-25 PERMIT/ BID SET

SOD PASPALUM NOTATUM

'ARGENTINE'

ARGENTINE

BAHIA GRASS

FLORIDA #1 SOLID SOD. 2" GAP MAX., SEAM

TO SEAM, TYP. SOD TO BE ROLLED WITH

500-lb ROLLER. CONTRACTOR SHALL

PROVIDE ALL ESTABLISHMENT WATERING

UNTIL SUBSTANTIAL COMPLETION.

CONTRACTOR TO FIELD-VERIFY QUANTITY. DISEASE AND

WEED-FREE PER COUNTY STANDARDS. SOD ALL BARE

AND DISTURBED AREAS WITHIN THE PARK'S CORE. SEE

PLAN.

CODE BOTANICAL NAME COMMON NAME CONT./B&B SIZE NATIVE WATER USE REMARKS

CANOPY TREES

MB1 Magnolia grandiflora `D.D. Blanchard` TM Southern Magnolia 45 Gal. 2.5"-3" Cal., 11`-12` Ht. x 4` Spr. Yes Full. Plant as shown.

QP1 Quercus phellos Willow Oak 30 Gal. 2.5" Cal., 10' Ht. x 3' Spr. Yes Full. Plant as shown.

QV1 Quercus virginiana Live Oak 30 Gal. 1.5" Cal., 8` Ht. x 3` Spr. Yes Single, straight trunk. Full. Plant as shown.

QV2 Quercus virginiana Live Oak 45 Gal. 2.5" Cal., 12` Ht. x 4` Spr. Yes Single, straight trunk. Full. Plant as shown.

EVERGREEN TREES

PE1 Pinus elliottii Slash Pine 25 Gal. 2" Cal., 10` Ht. Yes Yes Single, straight trunk. Full. Plant as shown.

PALM TREES

SP Sabal palmetto Cabbage Palm B & B 12" Min. trunk cal., skinned Yes 8` HT., 12` HT, & 16` HT., Varied heights -see plans for clear trunk heights. Hurricane cut 18"candle. Plant as shown.

PLANT SCHEDULE

AutoCAD SHX Text

STORM

AutoCAD SHX Text

STORM

AutoCAD SHX Text

STORM

AutoCAD SHX Text 127.0

AutoCAD SHX Text 127.0

AutoCAD SHX Text 127.0

AutoCAD SHX Text 127.0

AutoCAD SHX Text 128.0

AutoCAD SHX Text 128.0

AutoCAD SHX Text 124.0

AutoCAD SHX Text 124.0

AutoCAD SHX Text N

JOINT USE EASEMENT

O.R.B. XX ,PG. YY

(NOT RECORDED AT

THIS TIME)

TEMPORARY CONSTRUCTION EASEMENT

DOC# 20240076594

10' UTILITY EASEMENT

P.B. 100, PGS. 61-87

RIGHT OF WAY

DEDICATION

O.R.B. XX, PG. YY

(NOT RECORDED

AT THIS TIME)

6"OAK

6"OAK 6"OAK 6"OAK 6"OAK 6"OAK

6"OAK

6"

OA

K

6"

OA

K 6"

OA

K

LO

ST

C R

EE

K

D R

IV

E

ATWATER BAY DRIVE

TR

RC

Existing Sign

PROPOSED PICNIC

TABLE (TYP.)

PROPOSED DRINKING

FOUNTAIN (TYP.)

PROPOSED BIKE RACK

Existing Landscape including, but not limited to:

(4) Crape Myrtle

(3) Magnolia

(1) Medjool Palm Juniper, Ornamental grasses and shrubs

SITE VIEW ZONESI

TE

V

IE

W Z

ON

E

MB1

QV1

MB1

QV1

SP

MB1

QV2

MB1

QV1

PE1

MB1

QV1

QV1

MB1

SP

1 PE1

SP

QV1

MB1

QV1

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

PROPERTY LI

NE

PR

O

PE

R

TY

L

IN

E

SOD LI

MIT LI

NE

SO

D

L

IM

IT

L

IN

E

SOD LIMIT LINE

SO

D

L

IM

IT

L

IN

E

'-0

" O ffs et 6'-0" Offset

'-0

" O ffs et

SOD

SOD

SOD

SOD

MB1

QV1

QP1

SP

QV2

As indicated

L102

LANDSCAPE PLAN

DATE SUBMISSION/REVISION NO.

1 inch = 20 ft.

10' 20' 40'

NOTES:

1. ALL AREAS DISTURBED BY CONSTRUCTION TO BE SODDED.

2. THE SITE CONTAINS POLYETHYLENE IRRIGATION DRIP PIPING

FROM PREVIOUS OPERATION. CONTRACTOR IS RESPONSIBLE

FOR REMOVAL AS PART OF SITE CLEARING OPERATION.

3. PROVIDE FINAL TREE SURVEY OF INSTALLED AND SAVED

TREES WITH DIAMETER UPON COMPLETION OF CONSTRUCTION.

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

RVM

CWY

2433 Lee Road Winter Park, FL 32789 Phone: (407) 340-1196 www.mdgplan.com

Murray Design Group

LANDSCAPE ARCHITECTURE

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

CAPITAL PROJECTS

DIVISION

Consultants

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

WATERLEIGH NBHD

PARK

ORANGE COUNTY

GOVERNMENT

DATE SUBMISSION/REVISION NO.

Date

REGISTRATION # LA0001383

LANDSCAPE ARCHITECT IN CHARGE:

RAMON V. MURRAY

NOT FOR CONSTRUCTION

18019-0056

100% DOCUMENTS

WINTER GARDEN, FLORIDA

6-12-24 PRELIMINARY SITE PLAN

7-12-24 DESIGN DEVELOPMENT

11-15-24 60% CDS, DRC, TRG

SUBMISSION

4-14-25 90% CDS SUBMISSION

7-25-25 100% CDS SUBMISSION

10/30/2025

10-30-25 PERMIT/ BID SET

MATCHLINE-SEE SHEET L101

SOD PASPALUM NOTATUM

'ARGENTINE'

ARGENTINE

BAHIA GRASS

FLORIDA #1 SOLID SOD. 2" GAP MAX., SEAM

TO SEAM, TYP. SOD TO BE ROLLED WITH

500-lb ROLLER. CONTRACTOR SHALL

PROVIDE ALL ESTABLISHMENT WATERING

UNTIL SUBSTANTIAL COMPLETION.

CONTRACTOR TO FIELD-VERIFY QUANTITY. DISEASE AND

WEED-FREE PER COUNTY STANDARDS. SOD ALL BARE

AND DISTURBED AREAS WITHIN THE PARK'S CORE. SEE

PLAN.

CODE BOTANICAL NAME COMMON NAME CONT./B&B SIZE NATIVE WATER USE REMARKS

CANOPY TREES

MB1 Magnolia grandiflora `D.D. Blanchard` TM Southern Magnolia 45 Gal. 2.5"-3" Cal., 11`-12` Ht. x 4` Spr. Yes Full. Plant as shown.

QP1 Quercus phellos Willow Oak 30 Gal. 2.5" Cal., 10' Ht. x 3' Spr. Yes Full. Plant as shown.

QV1 Quercus virginiana Live Oak 30 Gal. 1.5" Cal., 8` Ht. x 3` Spr. Yes Single, straight trunk. Full. Plant as shown.

QV2 Quercus virginiana Live Oak 45 Gal. 2.5" Cal., 12` Ht. x 4` Spr. Yes Single, straight trunk. Full. Plant as shown.

EVERGREEN TREES

PE1 Pinus elliottii Slash Pine 25 Gal. 2" Cal., 10` Ht. Yes Yes Single, straight trunk. Full. Plant as shown.

PALM TREES

SP Sabal palmetto Cabbage Palm B & B 12" Min. trunk cal., skinned Yes 8` HT., 12` HT, & 16` HT., Varied heights -see plans for clear trunk heights. Hurricane cut 18"candle. Plant as shown.

PLANT SCHEDULE

AutoCAD SHX Text

STORM

AutoCAD SHX Text

STORM

AutoCAD SHX Text

STORM

AutoCAD SHX Text 127.0

AutoCAD SHX Text 127.0

AutoCAD SHX Text 124.0

AutoCAD SHX Text

HB

AutoCAD SHX Text N

As indicated

L201

LANDSCAPE DETAILS

LANDSCAPE NOTES:

1. All plant material shall be Florida Grade no. 1 or better as specified in "Grades and Standards for Nursery Plants, Parts 1 and 2, by Division of Plant Industry, Florida", Department of Agriculture and

Consumer Services, and shall conform to current American Association of Nurserymen 'Standards for Nursery Stock', latest edition.

2. The landscape contractor shall be responsible for verification of quantities in the plant list. In the event of a conflict between quantities in the plant list and the plans, the plans shall take precedence and the discrepancy shall be brought to the attention of the landscape architect prior to bid. Any deviation from these plans must be approved by the landscape architect or owner's representative.

3. Contractor is responsible for compliance with all applicable building codes, ordinances and local regulations. The contractor shall be responsible for obtaining all necessary permits to perform the work.

4. The landscape contractor is responsible for inspection of existing conditions and promptly reporting all discrepancies and improper conditions (wetness, muck, debris, etc) to landscape architect prior to bidding. Contractor is responsible for soil analysis prior to installation of plantings, and is responsible for all soil amendments to conform to specifications.

5. All plant material shall be container grown unless otherwise specified.

6. The landscape contractor shall acquaint him/herself with all civil drawings as they relate to paving, site grading, and all utilities, (including water, sewer and electrical supply) to preclude any misunderstanding and ensure trouble-free installation. The exact location of all existing structures, underground utilities, existing underground sprinklers and pipe may not be indicated on drawings. The contractor shall conduct his work in a manner to prevent interruption or damage to existing systems which must remain operational. The contractor shall protect utility services which must remain operational and shall be responsible for their replacement if damaged by him.

7. All landscape beds shall use native soil - no planting mixes.

8. All landscape beds shall receive a 3" layer (1" over rootball) of Grade #1 large pine bark nuggets mulch.

9. Refer to specifications for complete requirements.

10. Irrigation shall be limited to landscape beds with head to head coverage spray heads and (2) 1/2 GPM bubblers per tree and palm. System will be equipped with an automatic rain cut-off switch.

11. Contractor shall provide establishment watering for all sod areas until lawn is established.

12. All plants shall be sourced locally within Orange, Lake, Volusia, Seminole and Osceola Counties.

13. OCPR staff shall tag all plants prior to shipping.

14. All air pockets shall be removed from planting pit when setting trees and palms and ensure that cohesion with native soil is established.

15. Landscape contractor shall provide all interim lawn maintenance: mow, edge, weed, trim, weed spray and debris blow until final completion.

SMALL TREE DETAIL (15 / 25 / 30 GALLON)

Scale: N.T.S.

PRIOR TO INSTALLATION

OF ALL PLANTING PITS

ASSURE PERCOLATION

CONTRACTOR SHALL

FINISHED GRADE

NOTE:

4" LAYER OF MULCH (TO ALLOW FOR SETTLING)

COVERING EDGE OF ROOT BALL, NOT PILED ON

TOP AND EXTENDING OUT TO 5' DIAMETER

CIRCLE - MAXIMUM 1" MULCH ON ROOT BALL

ALLOWED AT MINIMUM 12" AWAY FROM TRUNK

L201

PLAN

BACKFILL SOIL TO 90% OF

ROOTBALL HEIGHT

NATIVE SOIL BACKFILL

- NO PLANTING MIX

TOP OF ROOTBALL 10% ABOVE GRADE

RUBBER TREE TIES OR

1/2" NYLON TREE TAPE.

LODGE POLE STAKES.

PREVAILING WIND

32" LONG NON - ABRASIVE RUBBER TIES.

TWO (2) THREE INCH LODGE POLE PINE

STAKES. INSTALL APPROXIMATELY 2"

AWAY FROM THE EDGE OF THE ROOT

BALL. STAKE LOCATION SHALL NOT

INTERFERE WITH PERMANENT BRANCHES.

ROUND-TOPPED SOIL BERM, 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE, SHALL BE

CONSTRUCTED AROUND THE ROOT BALL.

BERM SHALL BEGIN AT ROOT BALL PERIPHERY.

3X WIDEST DIMENSION

OF ROOT BALL.

5' -0

3'

-0

LOOSENED SOIL. DIG AND TURN THE

SOIL TO REDUCE THE COMPACTION

TO THE AREA AND DEPTH SHOWN.

SLOPE SIDES OF LOOSENED SOIL.

ROOT BALL RESTS ON EXISTING

OR RECOMPACTED SOIL.

SET LODGE POLE AT 15°±

AND PULL PLUMB TO TREE

5' DIA. MULCH RING

MEDIUM TREE ANGLED POLE DETAIL (45 GALLON)

Scale: N.T.S.

PRIOR TO INSTALLATION

OF ALL PLANTING PITS

ASSURE PERCOLATION

CONTRACTOR SHALL

FINISHED GRADE

NOTE:

4" LAYER OF MULCH (TO ALLOW FOR SETTLING)

COVERING EDGE OF ROOT BALL, NOT PILED ON

TOP AND EXTENDING OUT TO 5' DIAMETER

CIRCLE - MAXIMUM 1" MULCH ON ROOT BALL

ALLOWED AT MINIMUM 12" AWAY FROM TRUNK

L201

PLAN

BACKFILL SOIL TO 90% OF

ROOTBALL HEIGHT

NATIVE SOIL BACKFILL

- NO PLANTING MIX

TOP OF ROOTBALL 10% ABOVE GRADE

RUBBER TREE TIES OR

1/2" NYLON TREE TAPE.

LODGE POLE STAKES.

PREVAILING WIND

32" LONG NON - ABRASIVE RUBBER TIES.

THREE (3) THREE INCH LODGE POLE PINE

STAKES ANGLED. INSTALL APPROXIMATELY

2" AWAY FROM THE EDGE OF THE ROOT

BALL. STAKE LOCATION SHALL NOT

INTERFERE WITH PERMANENT BRANCHES.

ROUND-TOPPED SOIL BERM, 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE, SHALL BE

CONSTRUCTED AROUND THE ROOT BALL.

BERM SHALL BEGIN AT ROOT BALL PERIPHERY.

3X WIDEST DIMENSION

OF ROOT BALL.

5' -0

3'

-0

LOOSENED SOIL. DIG AND TURN THE

SOIL TO REDUCE THE COMPACTION

TO THE AREA AND DEPTH SHOWN.

SLOPE SIDES OF LOOSENED SOIL.

ROOT BALL RESTS ON EXISTING

OR RECOMPACTED SOIL.

SET…