Y26-719_Plans.pdf

PDF 9 MB Posted Jan 20, 2026

Attached to: Parks Downey Park Septic Systems Removal and Sanitary Sewer Improvement
Solicitation number: Y26-719
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jan 22, 2026

Summary of Downey Park Sewer Improvements Project

This file contains comprehensive construction plans and specifications for the Downey Park Septic Systems Removal and Sanitary Sewer Improvement project prepared by SKConsortium, Inc. for Orange County, Florida. The project involves the removal of existing on-site sewage disposal systems and the installation of a new sanitary sewer collection and transmission system serving three existing buildings at Downey Park: a restroom facility, park office, and concession building. The scope includes placement of gravity collection lines, four new private lift stations with fiberglass wetwells and submersible grinder pumps, approximately 2,200 linear feet of force main piping (2-inch to 3-inch HDPE), and connections to an existing private lift station operated by Orange County Parks. The design documents include overall site plans, detailed utility plans, lift station specifications and details, standard construction details, erosion control measures, and electrical drawings. Sealed bids are due February 24, 2026, with an estimated project cost of $950,000.00. Respondents must submit electronically through the OpenGov e-Procurement Platform, with questions due by February 9, 2026 at 5:00 p.m. EST.

The project includes standard construction specifications compliant with Orange County Utilities Standards, FDOT requirements, and Florida Department of Environmental Protection regulations. Four packaged lift stations are specified with dual submersible grinder pumps manufactured by Liberty Pump Corporation in RILEY & Company fiberglass wetwells, rated for H-20 load capacity with corresponding control panels and electrical infrastructure. The force main will utilize PVC Schedule 80 or HDPE DR-9 piping with proper separation distances from existing utilities per Orange County standards. The existing septic tank and drain fields must be removed and abandoned in accordance with Florida Health Department requirements. All disturbed areas require sodding with Bahia grass, and erosion control measures including silt fencing and inlet protection are mandated throughout construction. The project requires coordination with Orange County Utilities, electrical service extensions, tree protection protocols, and maintenance of access to existing park facilities and utilities during the construction period.

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Other files

File	Type	Posted
Parks_Downey_Park_Septic_Systems_Removal_and_Sanitary_Sewer_Improvement_(Addendum_#2_Revision).pdf	PDF	Feb 13, 2026
Parks_Downey_Park_Septic_Systems_Removal_and_Sanitary_Sewer_Improvement.pdf	PDF	Jan 21, 2026
PD_SIGNED_SEALED_TREE_TOPO_SURVEY.pdf	PDF	Jan 20, 2026
C002-DEMO_AND_EROSION_CONTROL.pdf	PDF	Jan 20, 2026
C201-GRADING_DRAINAGE_BASE_BID.pdf	PDF	Jan 20, 2026
Y26-719_Specifications.pdf	PDF	Jan 20, 2026

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EXIST PRIVATE LIFT STATION

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MA 5

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text

EXIST. RUBBER MAT

AutoCAD SHX Text E

AutoCAD SHX Text

EXIST. PLAYGROUND RUBBER MAT

AutoCAD SHX Text

AutoCAD SHX Text 1305.10'

AutoCAD SHX Text

AutoCAD SHX Text S 88°18'52" W

AutoCAD SHX Text

FLOWERS AVENUE

AutoCAD SHX Text

30' WIDE RIGHT-OF-WAY

AutoCAD SHX Text

ENTRANCE TO LAKE DOWNEY PARK

AutoCAD SHX Text 380.14'

AutoCAD SHX Text x

AutoCAD SHX Text N 00°26'36" W

AutoCAD SHX Text 722.07' Meas.

AutoCAD SHX Text

EXIST. PAVILLION

AutoCAD SHX Text

EXIST. SHELL PARKING

AutoCAD SHX Text

EXIST. PAVILLION

AutoCAD SHX Text

EXIST. 1' CURB & GUTTER

AutoCAD SHX Text

AutoCAD SHX Text Parcel 05011

AutoCAD SHX Text

EXIST. 3' CURB & GUTTER

AutoCAD SHX Text 1 Lake Downey Terrace Plat Book V, Page 79

AutoCAD SHX Text

LAKE DOWNEY DRIVE

AutoCAD SHX Text N 01°04'38" W

AutoCAD SHX Text 610.03'

AutoCAD SHX Text Block A Flowers Manor Plat Book R, Page 131

AutoCAD SHX Text

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DEAN ROAD

AutoCAD SHX Text

RIGHT-OF-WAY VARIES

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GATE

AutoCAD SHX Text

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AutoCAD SHX Text

GATE

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GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

DUGOUT

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

SITE BENCHMARK ELEVATION=75.01

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GUY WIRE TO SUPPORT POLE

AutoCAD SHX Text W

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AutoCAD SHX Text

SET BOX CUT ON TOP OF CURB INLET

AutoCAD SHX Text

SD 10" P.V.C.

AutoCAD SHX Text 24" R.C.P.

AutoCAD SHX Text 27" R.C.P.

AutoCAD SHX Text 42" R.C.P.

AutoCAD SHX Text 27" R.C.P.

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text

AIR RELEASE

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

AIR RELEASE

AutoCAD SHX Text

FLAT GRATE INLET TOP=74.27 W INVERT=72.52

AutoCAD SHX Text

FLAT GRATE INLET TOP=73.63 W INVERT=66.98 E INVERT=72.03

AutoCAD SHX Text

CURB INLET TOP=74.73 W INVERT=66.79 E INVERT=66.70

AutoCAD SHX Text

STORM MANHOLE TOP=74.53 INVERT DATA N/A CENTER OF TRAVEL LANE

AutoCAD SHX Text

CURB INLET TOP=74.83 N INVERT=66.41 S INVERT=66.31 E INVERT=66.44

AutoCAD SHX Text

EXIST. SD INLET TOP=73.87 NW INVERT=70.85

AutoCAD SHX Text

CURB INLET TOP=74.92 S INVERT=68.78 SE INVERT=70.46

AutoCAD SHX Text

CURB INLET TOP=77.75 W INVERT=67.88

AutoCAD SHX Text

CURB INLET TOP=76.15 S INVERT=66.65 N INVERT=66.77 E INVERT=66.75

AutoCAD SHX Text

INVERT= 74.08

AutoCAD SHX Text

INVERT= 74.23

AutoCAD SHX Text

INVERT=75.31

AutoCAD SHX Text

INVERT=74.87

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

10' DIRT DRIVE

AutoCAD SHX Text

10' DIRT DRIVE

AutoCAD SHX Text

EXIST. CONC. PAVEMENT

AutoCAD SHX Text

BEL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

SCORER'S

AutoCAD SHX Text

BEL

AutoCAD SHX Text E

AutoCAD SHX Text

CONCRETE BLEACHER PADS

AutoCAD SHX Text

CONCRETE BLEACHER PAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

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AutoCAD SHX Text

EXIST. CONC. WALK

AutoCAD SHX Text

PERFORATED CURBING

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text E

AutoCAD SHX Text 15" R.C.P.

AutoCAD SHX Text

SD 15" R.C.P.

AutoCAD SHX Text

DUGOUT

AutoCAD SHX Text 12"X18" R.C.P.E

AutoCAD SHX Text

EXIST. 5' CONCRETE WALK

AutoCAD SHX Text

5' CONCRETE WALK

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

SD 15" R.C.P.

AutoCAD SHX Text

SD 15" R.C.P.

AutoCAD SHX Text

PARK ENTRANCE DRIVE

AutoCAD SHX Text

NO RECORDED RIGHT OF WAY

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text 14"

AutoCAD SHX Text 11"

AutoCAD SHX Text 4"

AutoCAD SHX Text 14"

AutoCAD SHX Text 2 - 16"

AutoCAD SHX Text 7" & 2"

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AutoCAD SHX Text

EXIST. CONC. SIDEWALK

AutoCAD SHX Text

EXIST. CURB INLET TOP =75.75

AutoCAD SHX Text x

AutoCAD SHX Text

EXIST. HORSESHOE PIT

AutoCAD SHX Text

EXIST. VOLLEYBALL PIT

AutoCAD SHX Text

EXIST. COVERED PAVILLION

AutoCAD SHX Text 12" & 15"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"

AutoCAD SHX Text 15"

AutoCAD SHX Text 2 - 8"

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AutoCAD SHX Text 15"

AutoCAD SHX Text 8"

AutoCAD SHX Text 19"

AutoCAD SHX Text 16"

AutoCAD SHX Text 22"

AutoCAD SHX Text

EXIST. RETAINING WALL

AutoCAD SHX Text

EXIST. VOLLEYBALL PIT

AutoCAD SHX Text

EXIST. VOLLEYBALL PIT

AutoCAD SHX Text

EXIST. CONC. DECK

AutoCAD SHX Text

EXIST. RETAINING WALL

AutoCAD SHX Text

EXIST. CONC. WALK

AutoCAD SHX Text 10"

AutoCAD SHX Text 11"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

APPROXIMATE EDGE OF WATER ELEVATION= 69.3' (FIELD DATE 12/02/23)

AutoCAD SHX Text

APPROXIMATE EDGE OF WATER ELEVATION= 69.3' (FIELD DATE 12/02/23)

AutoCAD SHX Text

APPROXIMATE EDGE OF WATER ELEVATION= 69.3' (FIELD DATE 12/02/23)

AutoCAD SHX Text

EXIST. OFFICE BUILDING

AutoCAD SHX Text

FF=78.55

AutoCAD SHX Text

EXIST. MAINTENANCE SHOP

AutoCAD SHX Text

FF=77.89

AutoCAD SHX Text

EXIST. BLDG

AutoCAD SHX Text

FF=77.92

AutoCAD SHX Text

EXIST. METAL BLDG. F.F = 78.12

AutoCAD SHX Text

FF=76.80

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text

EXIST. SUPPORT COL.

AutoCAD SHX Text

EXIST. SUPPORT COL.

AutoCAD SHX Text

EXIST. FLAG POLE

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. BALL FIELD NO.2

AutoCAD SHX Text

EXIST. BALL FIELD NO.1

AutoCAD SHX Text

EXIST. BALL FIELD NO.3

AutoCAD SHX Text

EXIST. BALL FIELD NO.4

AutoCAD SHX Text

EXIST. BALL FIELD NO.5

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. BENCH

AutoCAD SHX Text

EXIST. SCORER'S BOX

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. BLOCK WALL

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. DUGOUT

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. SCORER'S BOX

AutoCAD SHX Text

EXIST. SCORER'S BOX

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. CONC. A/C PAD

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. CONC. PAD W/ BLEACHER

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

EXIST. FENCE ENCLOSURE

AutoCAD SHX Text

EXIST. SCOREBOARD

AutoCAD SHX Text

EXIST. SCOREBOARD

AutoCAD SHX Text

EXIST. SCOREBOARD

AutoCAD SHX Text

EXIST. SCOREBOARD

AutoCAD SHX Text

SITE BENCHMARK FOUND 5/8" IRON ROD "SSMC TRAV PT" ELEVATION= 73.07

AutoCAD SHX Text

SITE BENCHMARK FOUND 5/8" IRON ROD "SSMC TRAV PT" ELEVATION= 75.72

AutoCAD SHX Text

SITE BENCHMARK FOUND NAIL AND DISK STAMPED "SSMC" ELEVATION= 74.45

AutoCAD SHX Text

EXIST. ASPHALT PARKING

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC. CURB

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC. CURB

AutoCAD SHX Text

EXIST. CONC. CURB

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

FLOWERS AVENUE

AutoCAD SHX Text

30' WIDE RIGHT-OF-WAY

AutoCAD SHX Text

FLOWERS AVENUE

AutoCAD SHX Text

30' WIDE RIGHT-OF-WAY

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

EXIST. ASPHALT PARKING

AutoCAD SHX Text

EXIST. 1' CURB & GUTTER

AutoCAD SHX Text

SITE BENCHMARK FOUND NAIL AND DISK STAMPED "SSMC" ELEVATION= 73.64

AutoCAD SHX Text

EXIST. METAL BOLLARDS (TYP.)

AutoCAD SHX Text

EXIST. PICNIC TABLE ON CONC. PAD

AutoCAD SHX Text

EXIST. PICNIC TABLE ON CONC. PAD

AutoCAD SHX Text

EXIST. TRASH CAN ON CONC. PAD

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. TRASH CAN ON CONC. PAD

AutoCAD SHX Text

EXIST. LIFT STATION

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. SS CLEANOUT

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. CONC WALK

AutoCAD SHX Text

EXIST. CONC WALK

AutoCAD SHX Text

EXIST. CONC WALK

AutoCAD SHX Text

EXIST. CONC WALK

AutoCAD SHX Text

EXIST. CONC WALK

AutoCAD SHX Text

EXIST. WATER FOUNTAIN

AutoCAD SHX Text

EXIST. IRR METER

AutoCAD SHX Text

EXIST. VOLLEYBALL COURT

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. BENCH ON CONC. PAD

AutoCAD SHX Text

EXIST. BLOCK WALL (TYP.)

AutoCAD SHX Text

EXIST. RESTROOM

AutoCAD SHX Text

EXIST. COVERED CONC.

AutoCAD SHX Text

EXIST. WETAL SWING SET

AutoCAD SHX Text

EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC. CURB

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. ASPHALT PAVEMENT

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EXIST. CONC. CURB

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. ASPHALT PAVEMENT

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EXIST. SD INLET TOP = 75.69 SW INV. = 72.93

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EXIST. SD M.E.S. NE INV. = 72.70

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. TRASH CAN ON CONC. PAD

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. TRASH CAN ON CONC. PAD

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EXIST. TRASH CAN ON CONC. PAD

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. TRASH CAN ON CONC. PAD

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EXIST. SHELL PARKING

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EXIST. TRASH CAN ON CONC. PAD

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LAKE DOWNEY

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EXIST. CONC. BLOCK WALL

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EXIST. STORAGE YARD

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EXIST. COVERED GAS TANK STORAGE

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EXIST. OUTDOOR GRIL

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EXIST. CONC. WALK

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EXIST. WETAL SHED

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EXIST. ELEC. PANEL WITH RISER

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EXIST. ELEC. BOX ON CONC.

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OVERHEAD UTIL BECOMES BURIED LINE AT THIS POWER POLE

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EXIST. POST

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EXIST. E.O.P.

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EXIST. E.O.P.

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DEAN ROAD

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RIGHT-OF-WAY VARIES

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EXIST. ASPHALT PAVEMENT

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EXIST. ASPHALT PAVEMENT

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EXIST. CONC.

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EXIST. SHELL PARKING

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EXIST. IRR METER

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. TRASH CAN ON CONC. PAD

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. ASPHALT PARKING

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. SD M.E.S. INV. = 77.64

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EXIST. SD M.E.S. INV. = 77.58

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SD 10" P.V.C.

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EXIST. SD M.E.S. INV. = 77.71

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EXIST. SD INV. = 77.75

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EXIST. SHELL PARKING

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EXIST. OUTDOOR GRIL

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EXIST. BASKETBALL COURT

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EXIST. BENCH

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EXIST. BENCH

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EXIST. TRASH CAN

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EXIST. WATER FOUNTAIN

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. PICNIC TABLE ON CONC. PAD

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EXIST. SHELL PARKING

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EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text SITE BENCHMARK SET 60d NAIL IN EAST FACE OF 16" OAK TREE ELEVATION= 77.83

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EXIST. WOOD DOCK

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EXIST. PLAYGOURND

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EXIST. ASPHALT PARKING

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EXIST. ASPHALT PAVEMENT

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EXIST. SCORE KEEPER'S BLDG

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EXIST. E.O.P.

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EXIST. CONC. CURB

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EXIST. ASPHALT PARKING

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EXIST. ASPHALT PARKING

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EXIST. ASPHALT PARKING

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EXIST. SS MANHOLE TOP =77.82 NE INV. =71.94 S INV = 71.26

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SS 8" PVC

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SS 8" PVC

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FM 4" PVC

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FM 4" PVC

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W 1" PVC

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W 2" PVC

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W 2" PVC

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W 2" PVC

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W 3" PVC

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EXIST. WATER BACKFLOW PREVENTER

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W 3" PVC

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SS 6" PVC

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W 2" PVC

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EXIST. SS CLEANOUT

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EXIST. GREASE AND GREASE AND EXISU. SEPTIC TANK SEPTIC TANK NON-ACCESSIBLE

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APPROXIMATE LIMITS OF DRAINFIELD

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EXIST. PLASTIC GREASE TRAP

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APPROXIMATE LIMITS OF DRAINFIELD

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APPROXIMATE LIMITS OF DRAINFIELD

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EXIST RESTROOM

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EXIST PARK OFFICE

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EXIST CONCESSION

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EXIST SEWER FM CONNECTION POINT TO PUBLIC SYSTEM (OCU)

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EXIST RESTROOM

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EXIST WATER PLAY AREA

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EXIST ONSITE SEWAGE DISPOSAL SYSTEM

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EXIST ONSITE SEWAGE DISPOSAL SYSTEM

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EXIST ONSITE SEWAGE DISPOSAL SYSTEM

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ORANGE COUNTY, FL

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OC CAPITAL PROJECTS

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DOWNEY PARK SEWER IMPROVEMENTS

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30%%% DESIGN DEVELOPMENT 3-18-24

AutoCAD SHX Text Seal: Majid Kalaghchi P.E. 41046

AutoCAD SHX Text File No:

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EB# 7080

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FACSIMILE 407-629-1656

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TELEPHONE 407-629-4288

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1053 N. ORLANDO AVE.

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URBAN DESIGN PLANNING ENGINEERING

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FLORIDA 32751

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MAITLAND

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SUITE 3

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90%%% CONSTRUCTION DOCS 5-10-24

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100%%% REVIEW TO OC 7-12-24

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AutoCAD SHX Text 1 inch = 60 ft.

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SCALE: 1" = 60'

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%%UOVERALL EXISTING SITE PLAN

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OVERALL EXISTING SITE PLAN

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LIGHT POLE

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FIRE HYDRANT

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WATER LINE

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SANITARY SEWER LINE

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STORM DRAIN LINE

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SIGN

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CHAIN LINK FENCE

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%%ULEGEND

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CONCRETE WALK

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CONCRETE CURB

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ASPHALT PAVEMENT

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%%UEXIST.

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SANITARY SEWER MANHOLE

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STORM DRAIN INLET

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STORM DRAIN MANHOLE

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TREE

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SANITARY SEWER CLEANOUT

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UTILITY POLE

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WATER SPIGOT

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POST & RAIL FENCE

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BACKFLOW PREVENTER

AutoCAD SHX Text NOTE: 1. SEE SHEETS C002 THROUGH C004 FOR LOCATION OF SILT FENCE/EROSION SEE SHEETS C002 THROUGH C004 FOR LOCATION OF SILT FENCE/EROSION CONTROL MEASURES AND NOTES.

AutoCAD SHX Text SURVEYORS NOTES: - VERTICAL INFORMATION SHOWN HEREON REFERS TO A NATIONAL GEODETIC SURVEY (NGS) POINT VERTICAL INFORMATION SHOWN HEREON REFERS TO A NATIONAL GEODETIC SURVEY (NGS) POINT WITH DESIGNATION "S-78 RESET 1961", AND HAS A PUBLISHED ELEVATION OF 74.61 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). - MINIMUM HORIZONTAL ACCURACY FOR THIS SURVEY IS IN ACCORDANCE WITH THE STANDARDS MINIMUM HORIZONTAL ACCURACY FOR THIS SURVEY IS IN ACCORDANCE WITH THE STANDARDS OF PRACTICE SET FORTH BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 REQUIREMENTS OF FLORIDA ADMINISTRATION CODE. THE MAP AND MEASUREMENT METHODS USED FOR THIS SURVEY MEET OR EXCEED THIS REQUIREMENT. THE DIMENSIONS SHOWN HEREON ARE IN UNITED STATES SURVEY FEET AND DECIMALS THEREOF.

AutoCAD SHX Text SCOPE OF WORK: PROVIDE SANITARY SEWER COLLECTION AND TRANSMISSION SYSTEM INCLUDING PLACEMENT OF GRAVITY COLLECTION, NEW PRIVATE LIFT STATIONS, AND FORCEMAIN FOR EXISTING RESTROOM BUILDING, CONCESSION BUILDING, AND PARK OFFICE BUILDING. THE NEW SYSTEM WILL BE CONNECTED TO EXISTING LIFT STATION ON SITE OWNED AND OPERATED BY ORANGE COUNTY PARKS. EXISTING ON SITE SEWAGE TREATMENT SYSTEM WILL BE REMOVED AND/OR ABANDONED AS DEPICTED ON THE DRAWINGS.

AutoCAD SHX Text EXISTING SITE DATA: PARCEL ID NO.: 20-22-31-0000-00-001 ADDRESS: 10107 FLOWERS AVE., ORLANDO, FL 32825 ZONING: R-1 TOTAL PROPERTY AREA = 48.1 AC. = 48.1 AC.

AutoCAD SHX Text LEGAL DESCRIPTION (PER SURVEYOR): A PORTION OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA.

FLOOD ZONE: BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAP NO. 12095C0280F DATED 9-25-2009, A PORTION OF THE SITE IS LOCATED WITHIN FLOOD ZONE "AE" WITH AN ESTABLISHED ELEVATION OF 72.2 NAVD. THE PROPOSED PROJECT AREA IS ABOVE THIS ELEVATION.

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PI 15

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MAPLE 10

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PI 10

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File details come from the government source that posted it. Updated Jan 22, 2026.