16-Drawings.pdf

PDF 7 MB Posted

Attached to
ITB - Installation of Solar Lighting along Sidewalks of Freeport Street for Harris County Precinct 2
Solicitation number
25/0414
Issued by
Harris County, Texas

About this file

This is a record drawing document prepared by Freese and Nichols, Inc., a Texas registered engineering firm, for Harris County Precinct 2, detailing the installation of solar lighting along sidewalks of Freeport Street. The drawings compile sealed engineering designs modified only by issued Requests for Information (RFI) responses and represent field changes documented through March 29, 2024. The project involves comprehensive sidewalk construction and improvements including the installation of proposed 5-foot to 8-foot sidewalks with 6-inch curbs, removal and replacement of existing curbs and sidewalks, addition of wheel stops, and implementation of solar lighting at proposed locations. The drawings indicate that solar light quantities shown are for budget purposes only, with coordination with utilities and proposed final design being the contractor's responsibility. Multiple RFI responses are incorporated throughout the drawings, addressing elements such as bus pad installation, stop sign relocation, wheel stop placement, retaining wall installation, drainage provisions, and curb modifications to maintain proper longitudinal slopes.

The record drawings reflect field conditions and modifications made during construction, including adjustments to ramp locations, sidewalk widths, parking space configurations, and drainage patterns. Utility verification signatures from CenterPoint Energy (Natural Gas and Underground Electrical Facilities) and AT&T Texas/SWBT underground conduit facilities, all dated and valid for specified periods, indicate coordination with underground infrastructure. The document notes that the original sealed engineering files are maintained at the Harris County Engineering Department offices and emphasizes that the engineer of record cannot verify the accuracy or completeness of field changes. Compliance with federal, state, and local laws, codes, and regulations is required upon completion of construction, and the Texas law requirement to call 811 at least 48 hours before digging is prominently noted for contractor compliance.

View the file

Other files

Show all 18

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

TO ARRANGE FOR LINES TO BE TURNED OFF OR

MOVED, CALL CENTERPOINT ENERGY AT 713-207-2222

NOTICE:

For your safety, you are required by Texas Law to call 811 at least 48 hours before you dig so that underground lines can be marked. This verification does not fulfill your obligation to call 811.

CenterPoint Energy/Natural Gas Facilities verification ONLY.

(This signature verifies that you have shown CNP Natural Gas lines correctly - not to be used for conflict verification.)

(Gas service lines are not shown.) Signature valid for six months.

CenterPoint Energy/UNDERGROUND Electrical Facilities verification ONLY.

(This signature verifies existing underground facilities - not to be used for conflict verification.) Signature valid for six months.

Approved for AT&T Texas/SWBT underground conduit facilities only. Signature valid for one year.

VERIFICATION OF PRIVATE UTILITY LINES

Date

Date

Date

Darrell Hahn, P.E., C.F.M.

Manager – Harris County Permits

Compliance with federal, state and local laws, codes, and regulations is required upon completion of construction.

2022-07-12 06:38:33

2022027322

11-22-21

12-06-22

12-06-22

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf 03/29/2024

1-6-2023

FOR INFORMATION ONLY

COORINATION WITH UTILITIES AND PROPOSED FINAL DESIGN

ARE RESPONSIBILITIES OF THE CONTRACTOR.

THE QUANTITIES OF SOLAR LIGHTS IN THIS SET ARE FOR

BUDGET PURPOSES ONLY.

PROPOSED LOCATION OF SOLAR

LIGHTING

9 57

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf 03/29/2024

FOR INFORMATION ONLY

10 57

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

11200 Broadway Street, Suite 2320 Pearland, Texas 77584 Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

6-20-2022

SIDEWALK TO BE REMOVED

5'-6"

15'-0"

MIN TRANSITION

SAW-CUT EXISTING SIDEWALK

EXISTING CTB TO REMAIN

STOP SIDEWALK 3-FT FROM

STOP SIGN

BUS PAD

REMOVE AND REPLACED EXISTING CURB AS

NECESSARY TO MAINTAIN A LONGITUDIONAL

SLOPE OF LESS THAN 5% FROM THE TOP OF

EXISTING INLET TO TIE-IN

5'-6" SIDEWALK AROUND CTB. DRAIN TO DITCH.

EXISTING SIDEWALK

DRAINS/SLOPES TO STREET

EXISTING TOP OF INLET

DRAINS/SLOPES TO DITCH PROPOSED 7.5-FT SIDEWALK.

DRAIN TO DITCH

EXISTING INLET

* TIE-IN AT THE

NEAREST JOINT

7'-6"

Add Wheel Stops

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

8-25-2022

5' -0

2' -0

EXISTING GUY ANCHOR PLACED SIDEWALK

PER FIELD CONDITIONS

PROP 5-FT SIDEWALK WITH

6-INCH CURBS OUTSIDE OF

WALKING PATH

RFI 20 Response

MAINTAIN 2-FT BUFFER

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

8-25-2022

22'-6"

12'-6"

5' -4

PROPOSED 6"

REINFORCED CONCRETE

PROPOSED 4" REINFORCED

CONCRETE

RFI 18 RESPONSE

Move bus Stop sign

Add Wheel Stops

Add Wheel Stops

Relocate Wheel Stops

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

6-20-2022

Add bus pad

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

8-25-2022

APPROX LOCATION OF

EDGE OF DRIVEWAY

RESPONSE

- REMOVE SECTION OF DRIVEWAY

AND INSTALL PROPOSED SIDEWALK.

SAW CUT AND REMOVE AN EXTRA

1-FT OF DRIVEWAY ON EACH SIDE OF

DRIVEWAY TO CREATE A TRANSITION

BETWEEN SIDEWALK AND DRIVEWAY.

-LAST 5 FEET OF PROPOSED

SIDEWALK TO TRANSITION INTO

EXISTING DRIVEWAY

-REARRANGE PARALLEL PARKING

SPACE AS SHOWN BELOW.

- ADD CONCRETE WHEELSTOPS AS

SHOWN BELOW

14'-0"

22'-0"

CREATE ANOTHER 1-22 FT

PARALLEL PARKING

SPACE

ONE FOOT TRANSITION

TO EXISTING CONCRETE

ADD EXTRA 5-FT

TRANSITION TO EXISTING

DRIVEWAY

TREE REMOVED

CREATE A SMALL SWALE AND

DRAIN THIS AREA TO

BROWNSVILLE ST

CREATE A SMALL SWALE AND

DRAIN THIS AREA TO CORPUS

CHRISTI

2' -0

"6' -0

PROVIDE 2-FT

BUFFER

FILL AND

DRAIN AREA

TO STREET

PLACE RETAINING WALL AS

PREVIOUSLY INSTALLED IN

OTHER AREAS OF THE PROJECT

AS APPROVED BY HARRIS

COUNTY.

ENSURE 6-INCH CURB IS PLACED

ALONG OUTSIDE OF WALKING

PATH.

REDUCE SIDEWALK TO 6-FT AND

THEN INCREASE TO 8-FT AT

INTERSECTION.

Add New Wheel Stops at ROW, Remove Exist Yellow Wheel Stops & Remove Yellow Stripes

Reduce Parking Width to 12.5-ft and 5-ft Sidewalk.

Remove White Stripes as Necessary

Add Wheel Stops along ROW and Remove Yellow Striping

Add 1 Wheel Stop

Remove all White stripes

Remove Yellow Stripes

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

03/29/2024FOR INFORMATION ONLY

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

8-25-2022

24'-6"

9'-0"

INSTALLED RAMP LOCATION

PER FIELD OBSERVATION

RELOCATE STOP BAR AND STOP SIGN

(CAN NOT EXCEED 30-FT FROM EDGE

OF TRAVEL LANE)

24'-6"

8'-0"

INSTALL 6-INCH CURB OUTSIDE OF

SIDEWALK

PROPOSED 8-FT

SIDEWALK

INSTALLED SIDEWALK

LOCATION PER FIELD

OBSERVATION

INSTALL TWO 18" RCP UNDER SIDEWALK. FLOW LINE OF RCP'S MUST

MATCH EXISTING INLET TOP OF GRADE ELEVATION, INSTALL

REINFORCED CONCRETE APRON AROUND INLET AND AT RCP'S

OUTFALLING TO INLET. EXTEND 1-FT FROM RCP'S

SEPARATE RCP'S BY 6-INCHES. SEE DETAILS "A & B"

INSTALL SLOPED PAVING

WHERE SLOPES ARE LESS

THAN 2:1. SEE DETAIL "A"

RFI 16

LAN RESPONSE

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

Phone - (832) 456-4700 Web - www.freese.com Freese and Nichols, Inc.

Texas Registered Engineering Firm F-2144

8-25-2022

Add 12-Inch Height Retaining Wall

Remove Wheel stops & Yellow strips

Add 6-Inch Slotted Curb

RECORD DRAWINGS

THIS RECORD DRAWING IS A COMPILATION OF A COPY OF

THE SEALED ENGINEERING DRAWING FOR THIS PROJECT;

MODIFIED ONLY BY ISSUED REQUEST FOR INFORMATION

DRAWINGS. THE ENGINEER OF RECORD CANNOT VERIFY

ACCURACY OR COMPLETENESS OF FIELD CHANGES. THE

ORIGINAL FILES ARE ON FILE AT THE OFFICES OF HARRIS

COUNTY ENGINEERING DEPARTMENT.

DO NOT MODIFY

MarkWoolf

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