Exhibit-1-Drainwell_Inspection_Reports.pdf

PDF 18 MB Posted

Attached to
Design Services for Orlando Flood Mitigation by Drainwell Replacement (Block Grant)
Solicitation number
RQS26-0522
Issued by
Orange County, Orlando City, Florida

About this file

This document is a Drainwell Inspection Report prepared by Southeastern Surveying & Mapping Corp. for the City of Orlando in January 2016, detailing stormwater infrastructure across multiple locations in Orlando, Florida. The report documents thirteen drainwell inspection locations with their corresponding Property Identification numbers and geographic coordinates, including sites at addresses such as 1506 E Kaley Street, 120 N Lee Avenue, 626 Lake Dot Circle, and others throughout the city. The inspection report includes detailed structural information for drainwell SC-10-1594, specifying measurements such as a drainwell depth of 8.89 feet, top elevation of 107.5 feet, and invert elevation of 99.05 feet, along with documentation of connected pipes in various materials including RCP (Reinforced Concrete Pipe) and CMP (Corrugated Metal Pipe) ranging from 12 to 36 inches in diameter. The report notes that the referenced structure is currently inactive and possibly abandoned, with geographic coordinates provided in NAD 1983 State Plane Florida East format.

This inspection report serves as a supporting exhibit for the City of Orlando's Request for Qualifications for Design Services for Orlando Flood Mitigation by Drainwell Replacement, which is funded through the Orange County Community Development Block Grant Disaster Recovery (CDBG-DR) Program under Hurricane Ian Funding authority (Pub. Law 117-328). The project requires professional engineering services from Florida-registered consultants, with the inspection data providing the baseline infrastructure assessment necessary for developing flood mitigation design solutions involving drainwell replacement throughout the identified locations in Orlando.

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Text version

LATEST DRAINWELL

INSPECTION REPORTS

1.1506 E Kaley Street, PID: 29-23-01-6636-00-070; 28.520463, -81.360756

2.120 N Lee Ave; PID 26-22-29-3612-00-072; 28.544740, -81.391207

3.626 Lake Dot Cir, PID 23-22-29-1600-00-001, 28.5523, -81.3876

4.1207 E South Street, PID 29-22-25-5008-01-200; 28.538598, -81.364036

5.500 Altaloma, PID 30-22-30-6175-00-020, 28.5494, -81.3584

6.600 West Colonial, PID 23-22-29-1600-00-001, 28.5526, -81.3875;

S P arr am ore

Av e

Carter St

S L ee

Ave

S W est mo rela nd Dr

Conley St

Long St

Columbia St

State Rd 408

W Anderson St

America St

W Cypress St

W Gore St

Sh ort

Ave

Wo ods

Av e

Lee Ct

Tah oe

Aly

W South St Colyer St

Raleigh St Citrus St

Piedmont St Aly 9

Willis St

Winnifred St

Alb any

Av e

Wo ods

Av e

Monte Carlo Trl

Jer nig an Ave

America St

Colyer St

Randall St

Su nco ast Aly

Pa risi an Aly

Gro ve

Ave

Alb any

Av e

Bo sto n A ve

Tuscan St

Iberia St

Bu ck

Aly

Citrus St

Gle nn

Aly

Columbia St

Gro ve

Ave

Ea sy

Ave

Citrus St

Mc fall

Av e

I-4 On Ramp EState Rd 408 Off Ramp W State Rd 408 On Ramp E

S O ran ge Blo sso m T rl

S L ee

AveBo sto n A ve

Ea sy

Ave Mc fall

Av e

Sh ort

Ave

Qu ill A ve

SOUTHEASTERN SURVEYING & MAPPING CORP.6500 ALL AMERICAN BLVD. ORLANDO, FL 32810 (407) 292-8580

CITY OF ORLANDOCITY OF ORLANDO

Prepared By: Drainwell ID:Date Prepared:

Jan 2016

DRAINWELL STRUCTURE REPORT

15"VC

P

12"

RCP

21"RCP

RC

P

30"

CMP30"

CMP

SC-10-1392

SC-10-1401

SC-10-1490 SC-10-1491

SC-10-1495

SC-10-1590

SC-10-1594SC-10-1600SC-10-1601

SC-10-1602

S W

EST

MO

RE

LA

ND

DR

CONLEY ST

RC

P

21"RCP

36"Unknown

15"

RCP

NA

30"

CMP

30"

CMP

SC-10-1594 Drainwell Depth: 8.89' Top: 107.5 Inv.: 99.05 (36" Unknown SE) Inv.: 99.05 (15" RCP SW)

General Information: SC-10-1594General Information: SC-10-1594

SC-10-1594CITY OF ORLANDO

Stormwater Facilities Inventory

Structure Type:

Weir Length:

Inventory Date:

I 0 0.1 0.2 0.3Miles

Structure Detail 1 inch = 15 feet

I 0 50 100 Feet

Northing:

Basin ID: Number of Pipes: Conflict:

Top Elevation:

Interior Information:Interior Information:

DropDir InvertSizePipe # Material

Underdrains:

Grate Length: Grate Width:

Headwall Length: Wingwall Length:

Easting:

Manhole Diameter:

Weir Drop: Weir Elevation:

CS Type:

Skimmer:

Notes:

Bottom Drop:

KEY: Invert = Pipe invert elevation (NAVD88)KEY: Invert = Pipe invert elevation (NAVD88) " " Drop = Distance from top to pipe invertDrop = Distance from top to pipe invert " " Dir = Pipe directionDir = Pipe direction " " NA = Not ApplicableNA = Not Applicable

Top Description:

Bottom Elevation:

SC-10 11/20/2013

Drainwell

0 No

0 in 0 in 0 ft 24 in

0 ft

NA

NA

107.5' Rim of Manhole

0 ft 0 ft

8.89 ft 98.61'

Structure is inactive. Possibly abandoned.

0'

1526668.54 ft 529969.79 ft

Unknown

NA

NA

RCP

NA

NA

SE

SW

NA

NA

NA

NA

8.45' 6.92' 0' 0' 0' 0'

99.05' 99.05'

0' 0' 0' 0'NAD 1983 State Plane Florida East FIPS 0901 U.S Survey Feet

7.804 S Westmoreland, PID 29-22-34-1211-00-660; 28.532925, -81.393029

8.400 Festival Way, PID 30-22-30-7254-10-002; 28.548285, -81.347740

9.4418 Colony Way, Orlando FL; PID 20-22-29-1540-01-160, 28.562246, -81.434404

10.801 W Washington St; PID 26-22-29-3616-00-080, 28.5439, -81.3912;

11.1015 W Amelia Street, PID 29-22-27-5188-000-51; 28.549360, -81.393303

12.5326 Metrowest Blvd; PID 06-23-29-2265-00-002; 28.512174, -81.444780

13.1025 Lucerne Terrace; PID 29-22-35-9440-003-51; 28.529292, -81.380437

File details come from the government source that posted it. Updated .