ESBD_File_346534_FINAL REDUCED RFP 240201 Olmito Nature Park Phase 1 Drawings.pdf

PDF 34 MB Posted Dec 22, 2023

Attached to: OLMITO NATURE PARK IMPROVEMENTS PHASE 1
Solicitation number: RFP240201
Issued by: Cameron County, Odem City, Texas

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a Final Reduced Request for Proposals (RFP) for the Olmito Nature Park Phase 1 Improvements project in Cameron County and Odem City, Texas. The project involves the development of the first phase of improvements to the Olmito Nature Park, including the construction of trails, viewing platforms, wildlife habitat features, and other site enhancements. The RFP outlines the scope of work, project timelines, and submission requirements for interested contractors. Proposals are due on February 24, 2023, and a pre-bid conference will be held on February 10, 2023. The contract is expected to be awarded in March 2023, with a project completion date of June 30, 2023.

The RFP specifies that the project is funded through a combination of state and local sources, but does not provide details on the specific funding amounts or sources. Pricing terms are not included in the document, and there are no set-aside requirements mentioned. The document does not indicate whether there is an incumbent contractor or provide information on the current environment for the project.

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Other files

File	Type	Posted
ESBD_File_346534_FINAL REDUCED RFP 240201 Olmito Nature Park Phase 1 Proposal package.pdf	PDF	Dec 22, 2023
ESBD_File_346534_Addendum 4 RFP # 240201 01-30-24.pdf	PDF	Dec 22, 2023
ESBD_File_346534_Addendum 2 RFP # 240201 01-22-24.pdf	PDF	Dec 22, 2023
ESBD_File_346534_Addendum 1 RFP # 240201 01-11-24.pdf	PDF	Dec 22, 2023
ESBD_File_346534_Addendum 3 RFP # 240201 01-23-24.pdf	PDF	Dec 22, 2023

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COVER

CAMERON COUNTY PARKS

OLMITO PARK

PHASE I IMPROVEMENTS

OLMITO, TEXAS

D R A W I N G I N D E X

S1.1 GENERAL STRUCTURAL NOTES

S1.2 GENERAL STRUCTURAL NOTES

S1.3 GENERAL STRUCTURAL DETAILS

S2.1 COMFORT STATION FOUNDATION PLANS

S2.2 CONSTABLE OFFICE FOUNDATION PLAN

S2.3 LARGE PAVILION FOUNDATION PLAN

S2.4 PICNIC SHELTER FOUNDATION PLAN

S2.5 PIER FRAMING PLANS

S2.6 PIER ELEVATIONS

S2.7 SHEET PILE WALL PLAN; DETAILS

S2.8 OBSERVATION ROOF FRAMING PLAN

S3.1 COMFORT STATION FRAMING PLANS

S3.2 CONSTABLE OFFICE FRAMING PLANS

S3.3 LARGE PAVILION FRAMING PLAN

S3.4 PICNIC SHELTER FRAMING PLAN

S4.1 WALL SECTIONS

S4.2 WALL SECTIONS

S4.3 PIER SECTIONS

S4.4 PIER SECTIONS

ARCHITECTURAL DRAWINGS: STRUCTURAL DRAWINGS:

COVER COVER SHEET

A1.01 SITE PLAN

A1.02 ENLARGED SITE PLANS

A1.03 SITE DETAILS

A2.01 COMFORT STATION PLANS

A2.02 CONSTABLE OFFICE PLAN

A2.03 LARGE PAVILION PLAN

A2.04 PICNIC SHELTER PLAN

A3.01 DOOR SCHEDULE AND DETAILS

A4.01 WALL SECTIONS

CIVIL DRAWINGS:

ARCHITECTS MECHANICAL ENGINEERS

GOMEZ MENDEZ SAENZ, INC.

PH. (956) 546-0110 FAX. (956) 546-0196

STRUCTURAL ENGINEERS

GREEN RUBIANO & ASSOCIATES

PH. (956) 428-4461 FAX (956) 428-0281

ETHOS ENGINEERING - M.E.P.

119 VAN BUREN, SUITE 101 HARLINGEN, TEXAS 78550

(956) 230-3435 FAX: (956) 720-0830

1150 PAREDES LINE RD. BROWNSVILLE, TX. 78521 1220 W. HARRISON HARLINGEN, TX 78550

CIVIL ENGINEERS

SSP LANDSCAPE DESIGN

802 EAST WASHINGTON BROWNSVILLE, TEXAS 78520

(956) 547-9788 FAX: (956) 547-9977

LANDSCAPE

5420 PAREDES LINE RD., BROWNSVILLE, TEXAS 78526

AMBIOTEC GROUP INC.

(956) 548-9333 FAX (956) 548-9399

TOP & BOTTOM

4" X 4" BRACE

(6 REQ'D.)

1/2" DIA. x 6" BOLT

AND NUTS

8' -0

4" X 4" POST

GRADE

1/2" BORDER LINES

PAINTED

4'-0" X 8'-0"

PLYWD SHEET

3" RADIUS CORNERS

6' -0

1' -6

4' -0

1' -6

3"3'-6"3"

4'-0"

OLMITO PARK

PHASE 1

TEXAS

CAMERON COUNTY

PROJECT SIGN01

OLMITO

Green Rubiano & Associates Structural Engineers

Ethos MEP Engineers

Ambiotec Civil Engineering Group

SSP Designs, LLC.

Landscape Designer

Cameron County Santa Rosa Park Improvements

Gomez Mendez Saenz, Inc. Architects Ambiotec Group, Inc. Civil Engineers GRA Engineering Structural Engineers Ethos Engineering MEP Engineers SSP Design Landscaping

General Contractor

COMMISSIONERS COURT

Cameron County Administration

Eddie Treviño, Jr.

County Judge

Sofia C. Benavides Joey Lopez David A. Garza Gus Ruiz

Pete Sepulveda, Jr.

Joe E. Vega

Commissioner Pct. 1 Commissioner Pct. 2 Commissioner Pct. 3 Commissioner Pct. 4

County Administrator Parks Director

Sofia C. Benavides Joey Lopez David A. Garza Gus Ruiz

Pete Sepulveda, Jr.

Joe E. Vega

COMMISSIONERS COURT

Cameron County Administration

Eddie Treviño, Jr.

County Judge

Commissioner Pct. 1 Commissioner Pct. 2 Commissioner Pct. 3 Commissioner Pct. 4

County Administrator Parks Director

PLAQUE LAYOUT02

1 COVER SHEET

2 GENERAL NOTES

3 EXISTING TOPO/ DEMO PLAN

4 MINIMUM EROSION CONTROL MEASURES

5 MINIMUM EROSION CONTROL DETAILS

6 OVERVIEW MAP

7 TRAIL - PHASE 1

8 DIMENSION AND GRADING PLAN - PHASE 1

9 OVERVIEW MAP UTILITIES

10 LIFT STATION SITE OVERVIEW

11 PROP. PLAN AND PROFILE UTILITIES

12 PROP. PLAN AND PROFILE UTILITIES

13 PAVING DETAILS

14 ADA RAMP DETAILS

15 SANITARY SEWER DETAILS

16 WATER DETAILS

17 LIFT STATION DETAILS

18 MISCELLANEOUS DETAILS

LANDSCAPE DRAWINGS:

L1.01 IRRIGATION PLAN

L1.02 IRRIGATION DETAILS

L2.01 LANDSCAPE SITE PLAN

L2.02 LANDSCAPE PLAN

L3.01 LANDSCAPE SCHEDULES AND DETAILS

REVISIONS BYNo.

Brownsville Texas, 78526

(956) 546-0110 Fax (956) 546-0196

N C

O U

O P

C O

O W

, T

11/2023

Gomez Mendez Saenz Inc.

Architects-Planners

Sheet:

Job No.

Date:

Drawn By:

Scale:

As Noted

Project Architect:

Roan G. Gomez, AIA

CC Olmito Park

1150 Paredes Line Rd.

RTP Project

RTS-22003

M2.01 MECHANICAL NOTES

M3.01 MECHANICAL PLANS ; DETAILS

ES1.01 ELECTRICAL SITE PLAN; NOTES

E2.01 ELECTRICAL SYMBOLS, LEGENDS & ABBREVIATIONS

E3.01 LIGHTING AND ELECTRICAL PLANS - COMFORT STA.

E4.01 LIGHTING AND ELECTRICAL PLAN - CONSTABLE

E5.01 LIGHTING AND ELECTRIAL PLAN - PAVILION

E6.01 LUMINAIRE SCHEDULE

E7.01 RISER DIAGRAMS & PANEL SCHEDULES

E8.01 ELECTRICAL DETAILS

E8.02 ELECTRICAL DETAILS

PS1.01 PLUMBING SITE PLAN

P2.01 PLUMBING PLANS - COMFORT STATIONS

P3.01 PLUMBING PLAN - CONSTABLE OFFICE

P4.01 PLUMBING SCHEDULE

P4.02 PLUMBING DETAILS

P4.03 PLUMBING FIXTURES

MEP DRAWINGS:

PARK ENTRANCE SIGN03

RFP # 240201

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

RFP # 240201

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OLMITO LAKE

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LAKESIDE

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TOMAS CORTEZ

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PALMITO

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MOYSE

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FRESNO

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LAKESIDE

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MESQUITE

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HAYES

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FRESNO

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CLARA BENNET

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COMAL

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THOMPSON

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BAKER

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OLMITO NORTH

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WATER PL

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NARANJO

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NOBLE PINE

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SPORTS PARK

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ARROYO

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OLD ALICE

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EMILIA

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BUTLER

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BROWNSVILLE ETJ

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BROWNSVILLE CITY LIMITS

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PARKER

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BROUSSARD

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FISH HATCHERY

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CADDELL

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DUNCAN

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DUNCAN

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DUVALL

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GRACE

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FISH HATCHERY

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COVER SHEET

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COVER SHEET

AutoCAD SHX Text VICINITY MAP SCALE: 1"=2000' NOVEMBER 2023 PREPARED BY AMBIOTEC CIVIL ENGINEERING GROUP, INC.

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CONSTRUCTION PLANS FOR PHASE 1 OLMITO PARK AT OLMITO, TEXAS

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OVERVIEW MAP

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MINIMUM EROSION CONTROL MEASURES DETAILS

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GENERAL NOTES

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COVER SHEET

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TABLE OF CONTENTS

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ADA RAMP DETAILS

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PAVING DETAILS

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WATER DETAILS

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MINIMUM EROSION CONTROL MEASURES

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TRAIL PHASE 1

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DIMENSION & GRADING PHASE 1

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EXISTING TOPO/DEMO PLAN

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OVERVIEW MAP UTILITIES

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PROP. PLAN & PROFILE. UTILITIES

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SANITARY SEWER DETAILS

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PROP. PLAN & PROFILE. UTILITIES

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LIFT STATION DETAILS

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OF 18

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APPROVED BY:

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SHEET

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SCALE:

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CHECKED BY:

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DRAWN BY:

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

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CIVIL ENGINEERING GROUP, INC.

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AMBIOTEC

AutoCAD SHX Text Brownsville, Texas 78526

AutoCAD SHX Text (956)548-9333

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OLMITO PARK AT OLMITO PHASE 1

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PREPARED FOR: CAMERON COUNTY

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C. RAMOS

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V. MENDEZ

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K. SALDIVAR

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K. SALDIVAR

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PROJECT SITE

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LIFT STATION SITE OVERVIEW

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MISCELLANEOUS DETAILS

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GENERAL NOTES

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CONCRETE MIX DESIGN

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* CLARIFICATION: ALL CONCRETE USED ON THIS PROJECT SHALL CONTAIN A MINIMUM 4.5

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SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD OF CONCRETE. THE CEMENTITIOUS

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MATERIAL SHALL BE PORTLAND CEMENT OR A BLEND OF PORTLAND CEMENT AND FLY

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ASH. THE PERCENTAGE OF FLY ASH IN THE CEMENTITIOUS MATERIAL SHALL NOT EXCEED

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23%. ALL CONCRETE WORK SHALL CONTAIN 1.5 POUNDS OF FIBER MESH PER CUBIC YARD.

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* ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH CURING COMPOUND

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RESIN BASE ASTM C 309 TYPE 2 WITH PIGMENTED TINT OF FUGITIVE DYE.

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* IN ADDITION TO THE ABOVE REQUIREMENTS, ALL CONCRETE SHALL TEST TO A MINIMUM

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3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. (OR AS SHOWN ON PLANS).

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* EXPANSION JOINTS WILL BE PLACED AT CURB RETURNS, INLETS AND AT THE END OF

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EACH POUR WITH INTERVALS NOT TO EXCEED 60 FT. JOINTS SHALL CONSIST OF 1/2"

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PRE-MOLDED EXPANSION JOINT MATERIAL WITH 3, 36" X 1/2" DOWELS, ONE END GREASED

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AND WRAPPED. CARE MUST BE TAKEN THAT DOWELS ARE STRAIGHT AND LAID PARALLEL

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WITH CURB AND NO CONCRETE PLUGS OR OTHER MATERIAL BE ALLOWED THROUGH THE

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DOWEL HOLES OR EXPANSION MATERIAL WHICH WOULD PREVENT THE JOINT FROM

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OPERATION AS AN EXPANSION JOINT. EXPANSION JOINT MATERIALS SHALL BE

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PRE-MOLDED ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL CONFORMING WITH

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ASTM D 994 ( NOT WOOD FIBER TYPE )

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* DUMMY JOINTS (SAW CUT JOINTS) SHALL BE 2" DEEP AND PLACED AT MAXIMUM 15 FT. INTERVALS.

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* WHEN CONNECTING TO EXISTING CURB AND GUTTER, THE CONTRACTOR SHALL DRILL

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AND DOWEL TWO, # 6 X 16" TIE BARS A MINIMUM OF 6" DEEP INTO EXISTING CURB AND

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GUTTER SECTION

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GENERAL NOTES

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* PRIOR TO BEGINNING CONSTRUCTION, THE OWNER OR HIS AUTHORIZED REPRESENTATIVE

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SHALL SCHEDULE A PRECONSTRUCTION CONFERENCE BETWEEN THE OWNER & THE CONSULTING

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ENGINEER, CONTRACTOR, OLMITO WATER SUPPLY AND ALL OTHER AFFECTED PARTIES.

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* CONTRACTOR TO KEEP ACCESS PUBLIC ROADS OPEN AT ALL TIMES FOR EMPLOYEES.

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AREA USED FOR CONTRACTOR'S PERSONNEL PARKING, MATERIAL STORAGE, STOCKPILE,

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MATERIAL FABRICATION, AND RELATED CONSTRUCTION USES ARE NOT TO INTERFERE WITH

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NORMAL TRAFFIC.

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* CONTRACTOR TO GIVE NOTICE IN WRITING TO ALL AUTHORIZED INSPECTORS,

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SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED

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BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK.

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* CONTRACTOR SHALL PERSONALLY ENSURE THAT ALL CONSTRUCTION PERMITS HAVE BEEN

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OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN BE ISSUED

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ONLY TO CONTRACTOR SHALL BE OBTAINED AT NO EXPENSE TO THE OWNER.

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* THROUGHOUT THE CONSTRUCTION, AND AT THE COMPLETION OF CONSTRUCTION, THE

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CONTRACTOR IS TO ENSURE THAT DRAINAGE OF STORM WATER RUNOFF IS NOT BLOCKED.

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MAINTAIN DRAINAGE OF SITE DURING ALL PHASES OF CONSTRUCTION. DO NOT BLOCK

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DRAINAGE FROM ADJACENT AREAS NOR ADD FLOW TO ADJACENT AREAS.

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* THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48

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HOURS PRIOR TO BEGINNING OF CONSTRUCTION IN A PARTICULAR AREA.

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* DAMAGES DONE TO EXISTING UTILITIES, POWER POLES, FENCES, SIGNS, MAILBOXES,

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DRIVEWAYS, CULVERTS, PAVEMENT, DRAINAGE SYSTEMS, ETC., SHALL BE REPAIRED BY

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THE CONTRACTOR AT NO COST TO THE OWNER. DRIVEWAYS SHALL BE REPAIRED ON A

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LIKE FOR LIKE BASIS.

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* THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY TO TAKE CARE

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OF MAINTENANCE ITEMS-CONSTRUCTION AREA, SIGNS ETC. THIS PERSON SHALL HAVE

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AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR IN EMERGENCY CONDITIONS. THE

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PERSON SHALL BE STATIONED CLOSE ENOUGH TO BE ON SITE WITHIN 1/2 HOUR OF

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NOTIFICATION. THE PERSON SHALL BE IDENTIFIED IN WRITING PRIOR TO THE START OF

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CONSTRUCTION. THE ON-SITE REPRESENTATIVE SHALL HAVE ACCESS TO ALL EQUIPMENT

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AND MATERIAL AND HAVE FULL AUTHORITY NECESSARY TO CORRECT ANY PROBLEMS.

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DEFICIENCIES, OR EMERGENCIES WHICH MAY ARISE. DURING NON-WORKING HOURS, AND

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DURING THE ABSENCE OF THE SUPERINTENDENT.

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* EXCESS SPOIL PRODUCED DURING PREPARATION OF THE SUB-GRADE SHALL BE PLACED

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SPREAD AND COMPACTED ON-SITE IN AREAS AS INSTRUCTED BY THE ENGINEER TO

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ACHIEVE ADEQUATE GRADING. ANY UNUSABLE MATERIAL WILL BECOME THE

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PROPERTY OF THE CONTRACTOR TO BE PROPERLY DISPOSED OF AT HIS EXPENSE OR TO

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HIS ADVANTAGE.

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* THE CONTRACTOR WILL PROVIDE HIS OWN CONSTRUCTION STAKING.

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* CONTRACTOR TO MATCH EXISTING PAVEMENT, SIDEWALK RAMPS AND CURB & GUTTER

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PAVEMENT OR ANY OTHER IMPROVEMENTS WHERE APPLICABLE.

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* ALL CONCRETE AND ASPHALT DRIVEWAYS ADJUSTED, DAMAGED, OR REPLACED DURING

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CONSTRUCTION MUST BE SAW-CUT AT A STRAIGHT, NEAT LINE, BEFORE REPAIRING.

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* ABANDONED LINES FOUND DURING CONSTRUCTION SHALL BE REMOVED (UNLESS SPECIFIED

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OTHERWISE). NO SEPARATE PAY. THIS WORK SHALL BE SUBSIDIARY TO OTHER WORK.

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THE CONTRACTOR SHALL PLACE BARRICADES, FLAG-MEN, ETC. ON THIS PROJECT IN

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COMPLIANCE WITH THE PROCEDURE OUTLINED IN THE "TEXAS MANUAL ON UNIFORM

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TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS." (PART IV TRAFFIC CONTROLS

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FOR STREET AND HIGHWAY CONSTRUCTION AND MAINTENANCE OPERATIONS, LATEST

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REVISION). UPON COMPLETION OF THE WORK, ALL SIGNS SHALL BE REMOVED BY THE

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CONTRACTOR.

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* REFERENCE POINTS: THE ENGINEER WILL ESTABLISH HORIZONTAL AND VERTICAL

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CONTROLS ONLY (REFERENCE POINTS AND BENCHMARKS AS SHOWN ON THE

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CONSTRUCTION PLANS.) THE CONTRACTOR MUST NOTIFY THE ENGINEER AT LEAST 48

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HOURS PRIOR TO STARTING WORK ON ANY SECTION OR PART OF THE WORK WHERE

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CONTROLS HAVE NOT BEEN ESTABLISHED OR ARE NOT IDENTIFIABLE OR VISIBLE TO THE

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CONTRACTOR. THE ENGINEER WILL UPON SUCH ADVANCE NOTICE WILL REPLACE ANY

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CONTROL POINTS THAT HAVE BEEN DESTROYED BY OTHERS PRIOR TO BEGINNING OF

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CONTRACTORS OPERATIONS. AFTER CONTROL POINTS ARE ESTABLISHED AND / OR

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IDENTIFIED AS OUTLINED ABOVE, MAINTENANCE OF SUCH CONTROL POINTS SHALL BE

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RESPONSIBILITY OF THE CONTRACTOR. ANY RE-STAKING REQUIRED FOR ANY REASON

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THEREAFTER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

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WILL PROVIDE ALL OTHER CONSTRUCTION STAKING (CUT STAKES, BLUE TOPPING,

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INTERMEDIATE STRING LINE CONTROL, ETC.) REQUIRED TO VERIFY GRADES, DEPTHS

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THICKNESSES, AND ALIGNMENT OF THE VARIOUS ITEMS OF CONSTRUCTION.

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AS BUILT DRAWINGS:

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THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SET OF

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AS-BUILT PLANS SHOWING NOTES TO ANY CHANGES TO THE DESIGN PLANS. THIS

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INFORMATION, SIGNED BY ALL INSPECTORS, WILL BE SUBMITTED TO THE ENGINEER AT THE

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END OF CONSTRUCTION. THE PROJECT'S FINAL ACCEPTANCE AND FINAL PAYMENT WILL

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NOT BE APPROVED UNTIL THE CONTRACTOR HAS SUBMITTED THE REQUIRED INFORMATION

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NEEDED BY THE ENGINEER FOR AS-BUILT DRAWINGS.

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PAVING NOTES:

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CRUSHED LIMESTONE:

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THE CRUSHED LIMESTONE MATERIALS SHALL BE AS SPECIFIED BY "ITEM 247 FLEXIBLE

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BASE TYPE A GRADE 1." TEXAS DEPARTMENT OF TRANSPORTATION, 2014 STANDARD

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SPECIFICATION FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES SHALL

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MEET THE REQUIREMENTS AS FOLLOWS:

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* TYPE A MATERIAL SHALL BE CRUSHED STONE PRODUCED FROM OVERSIZE QUARRIED

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AGGREGATE, SIZED BY CRUSHING AND PRODUCED FROM A NATURALLY OCCURRING SINGLE

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SOURCE. CRUSHED GRAVEL OR UNCRUSHED GRAVEL SHALL NOT BE ACCEPTABLE FOR

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TYPE A MATERIAL. NO BLENDING OF SOURCES AND/OR ADDITIVE MATERIALS WILL BE

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ALLOWED IN TYPE A MATERIAL.

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* TRIAXIAL CLASS 1: MINIMUM COMPRESSIVE STRENGTH, 45 AT OPSI LATERAL PRESSURE

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AND 175 AT 15 PSI LATERAL PRESSURE.

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RETAINED ON SQUARE SIEVE NUMBER

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PERCENT RETAINED

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1-3/4" (44 MM) 0

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7/8" (22.23 MM) 10-35

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3/8" (9.5 MM) 30-50

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NUMBER 4 (4.75 MM) 45-65

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NUMBER 40 (0.425 MM) 70-85

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MATERIAL PASSING THE NUMBER 40 SIEVE SHALL BE KNOWN AS "BINDER MATERIAL" AND

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SHALL MEET THE FOLLOWING REQUIREMENTS:

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MAXIMUM LIQUID LIMIT ( LL ) = 35

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MAXIMUM PLASTICITY INDEX ( PI ) = 10

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WET BALL MILL (MAX) = 40

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CALIFORNIA BEARING RATIO (MIN) = 100

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ALL AGGREGATE RETAINED ON THE NUMBER 10 SIEVE SHALL BE COMPRISED OF ONLY

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CRUSHED LIMESTONE.

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THE CONTRACTOR SHALL NOT PLACE CRUSHED LIMESTONE ON THE ROAD BED UNTIL THE

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ENGINEER HAS ACCEPTED THE SHAPED AND COMPACTED SUBGRADE.

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THE CONTRACTOR MUST MAINTAIN THE ROAD BED FREE OF HOLES, RUTS AND

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DEPRESSIONS AND IN CONDITION TO RECEIVE THE CRUSHED LIMESTONE.

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THE CONTRACTOR UPON REQUEST SHALL PROVIDE CERTIFICATION THAT THE MATERIAL

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SUPPLIED MEETS THE ABOVE REQUIREMENTS PRIOR TO DELIVERY TO THE JOB SITE.

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SAMPLES FOR TESTING OF THE MATERIAL MUST BE TAKEN PRIOR TO THE COMPACTION

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OPERATIONS.

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ACCEPTANCE, SAMPLING, AND TESTING OF BITUMINOUS MIXTURE ( COMPACTION )

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* EXTRACTION AND GRADATION ANALYSIS: PER 500 TONS OR WHICHEVER IS

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GREATER.

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* DENSITY AND DEPTH TESTING: PER 500 FEET OF PAVING REPAIR.

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MINIMUM DENSITY ACCEPTED: 92% OF AVERAGE MAXIMUM THEORETICAL DENSITY AS

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DETERMINED IN ACCORDANCE WITH ASTM D 2041.

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CORES OR SAWED SAMPLES TAKEN FROM THE PAVEMENT SHALL BE USED TO DETERMINE

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THE FIELD DENSITY. DENSITY OF THE CORED OR SAWED SAMPLES SHALL BE DETERMINED

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IN ACCORDANCE WITH ASTM 2725. THE SAME SPECIMEN SHALL BE USED FOR

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DETERMINING BOTH THE MAXIMUM THEORETICAL DENSITY AND THE FIELD DENSITY.

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SPECIMENS TO BE USED FOR FIELD DENSITY DETERMINATION SHALL BE DONE USING HEAT.

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IF HEATING IS NECESSARY, THE SPECIMEN SHOULD BE HEATED TO THE LOWEST

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TEMPERATURE REQUIRED FOR PROPER PREPARATION OF THE SAMPLE; THE USE OF

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NUCLEAR FIELD DENSITY DETERMINATION SHALL NOT BE USED AS A BASIS FOR

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ACCEPTANCE WITH RESPECT TO DENSITY :

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* HVEEM STABILITY SHALL NOT BE LESS THAN 30%. STABILITY TEST SHALL BE TAKEN

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TWICE DAILY.

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* RETAINED STABILITY WHEN TESTED IN ACCORDANCE WITH ASTM D 1075 SHALL NOT BE

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* NO MORE THAN 2

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" FINISHED THICKNESS HMAC PAVEMENT SHALL BE LAID AT ANY GIVEN

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TIME. UNLESS APPROVAL IS OBTAINED AHEAD BY THE OWNER / ENGINEER.

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* MATERIALS CERTIFICATION AND TESTING: CONTRACTOR SHALL PROVIDE SUPPLIERS

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CERTIFICATION FOR ALL PROJECT MATERIALS (CONCRETE, HYDRATED LIME, LIME-STONE

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BASE MATERIAL, PRE-CAST INLETS, PIPES, ETC.) THAT SUCH MATERIALS DO MEET PROJECT

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SPECIFICATIONS PRIOR TO DELIVERY ON-SITE. CONTRACTOR SHALL PROVIDE HOT MIX

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ASPHALTIC CONCRETE DESIGN FROM A REPUTABLE COMMERCIAL TESTING LABORATORY.

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* STANDARD WORK HOURS: THE STANDARD WORK HOURS FOR THE OWNER IS 8:00 AM TO

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5:00 PM, MONDAY THROUGH FRIDAY. SHOULD THE CONTRACTOR ELECT TO WORK ON

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SATURDAY, SUNDAYS OR HOLIDAYS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING

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OVERTIME CHARGES FOR THE OWNER'S PERSONNEL INVOLVED. THESE CHARGES WILL BE

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AT COST AND WILL BE CALCULATED EITHER AT TIME AND A HALF OR DOUBLE TIME, AS

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APPLICABLE TO THE PARTICULAR DAY BEING WORKED. PRE-APPROVAL SHALL BE

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OBTAINED FROM THE ENGINEER OR ENGINEER'S REPRESENTATIVE BY COMPLETING AND

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SIGNING A OWNER'S FORM ENTITLED "

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CONSTRUCTION INSPECTORS OVERTIME

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COMPENSATION AUTHORIZATION"

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, 48 HRS. PRIOR TO COMMENCING ANY OVERTIME WORK.

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ANY WORK DONE OUTSIDE THE STANDARD WORKDAY, WITHOUT PRIOR AUTHORIZATION,

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SHALL BE CONSIDERED UNAUTHORIZED WORK. THE CONTRACTOR IS REQUIRED TO

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PAY THE OVERTIME WAGES OF THE OWNER INSPECTORS THAT WORK OVERTIME MONDAYS

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THROUGH FRIDAYS AT TIME AND A HALF. THE CONTRACTOR IS RESPONSIBLE FOR THE

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OVERTIME WAGES OF THE OWNER INSPECTORS THAT WORK HOLIDAYS AT DOUBLE TIME.

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MINIMUM HOURS WILL BE BILLED TO CONTRACTOR FOR CALLOUTS OR FOR INSUFFICIENT

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NOTICE OF TWO (2) HOURS.

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* CONCRETE CURB AND GUTTER, PIPE STRUCTURES, ETC. WHICH MUST BE REMOVED IN ORDER TO CONSTRUCT THE PROPOSED IMPROVEMENTS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND PROPERLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS IN THE CONTRACT.

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TC=32.22

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PROP. TOP OF SIDEWALK

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PROP. TOP OF CURB

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PROP. FLOW LINE

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FL=32.22

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TW=32.22

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GRADE TO DRAIN SLOPE

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SWALE WITH DIRECTION

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* UTILITY NOTE: THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORD INFORMATION ONLY, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, HORIZONTAL AND VERTICAL OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, EXISTING OR ABANDONED. NO SEPARATE PAY. THE INFORMATION SHOWN CONCERNING TYPE AND LOCATIONS OF UNDERGROUND AND OVERHEAD UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITIES. THE CONTRACTORS INFORMATION SHALL BE CONDUCTED TO PREVENT UNNECESSARY INTERFERENCE WITH ANY EXISTING UTILITY SYSTEM INFRASTRUCTURE. IF THE CONTRACTOR'S WORK REQUIRES INTERRUPTION, THE CONTRACTOR MUST COORDINATE WITH AFFECTED UTILITY COMPANIES 48 HOURS IN ADVANCE.

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TELEPHONE PEDESTAL

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LEGEND

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2" HMAC PAVEMENT

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BANK LINE

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POST

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EXISTING

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WATER VALVE

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MANHOLE

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FIRE HYDRANT

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SIGN

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MAILBOX

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DISTRIBUTION POWERPOLE

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TREE

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CONCRETE

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ASPHALT

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ELEVATION

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BANK LINE

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OVERHEAD ELECTRIC DISTRIBUTION LINE

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PROPOSED

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PALM TREE

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ELECTRIC BOX

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ELECTRIC METER

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WATER BIB

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HATCH FOR REMOVAL ITEMS

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FINISH FLOOR ELEVATION

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CLEANOUT

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UNDERGROUND ELECTRIC LINE

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IRRIGATION CONTROL VALVE

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LIGHTPOLE

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UNDERGROUND TELEPHONE LINE

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UTL

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SPRINKLER

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FLOOD LAMP

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ELECTRICAL TRANSFORMER

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CABLE TV PEDESTAL

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FLOW LINE DESCRIPTION WITH ELEVATION

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RCP

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REINFORCED CONCRETE PIPE

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FINISH FLOOR DESCRIPTION WITH ELEVATION

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GUT

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GUTTER DESCRIPTION WITH ELEVATION

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SIDEWALK DESCRIPTION WITH ELEVATION

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SPOT ELEVATION

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BUILDING DESCRIPTION WITH ELEVATION

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BANK LINE DESCRIPTION WITH ELEVATION

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CONCRETE DESCRIPTION WITH ELEVATION

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PLR

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PLANTER DESCRIPTION WITH ELEVATION

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PROP. FINISH GRADE

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FG=32.22

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TP=32.22

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PROP. TOP OF PAVEMENT

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EXIST.

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CONC.

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TYP.

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PROP.

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TEMP.

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MIN.

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MAX.

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INCL.

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MEP

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HMAC

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EXISTING

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CONCRETE

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TYPICAL

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PROPOSED

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TEMPORARY

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ON CENTER

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ON CENTER EACH WAY

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CENTER TO CENTER

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RIGHT-OF-WAY

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CUBIC FEET

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CUBIC YARDS

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MINIMUM

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MAXIMUM

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INCLUDING

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LINEAR FEET

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ELEVATION

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MECHANICAL, ELECTRICAL & PLUMBING

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HOT MIX ASPHALT CONCRETE

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WITH

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FIRE HYDRANT

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POUNDS PER SQUARE INCH

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AMERICANS WITH DISABILITIES ACT

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CRUSHED LIMESTONE: GRADE 3

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IF TYPE A, GRADE 1 CRUSHED LIMESTONE IS NOT AVAILABLE, CONTRACTOR MAY USE

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TXDOT 2014 SPECIFICATION ITEM 247, GRADE 3 FLEXIBLE BASE MATERIALS.

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(ALANZA BASE BY VULCAN OR APPROVED EQUAL)

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DIRT ROAD

AutoCAD SHX Text CALICHE FLEXIBLE BASE: CALICHE MATERIALS SHALL BE AS SPECIFIED BY "ITEM 247 FLEXIBLE BASE GRADE 2." TEXAS DEPARTMENT OF TRANSPORTATION, 2004 STANDARD SPECIFICATION FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES SHALL MEET THE REQUIREMENTS AS FOLLOWS: * MINIMUM OF 50 CBR SHALL BE ACHIEVED. RETAINED ON SQUARE SIEVE NUMBER PERCENT RETAINED RETAINED ON SQUARE SIEVE NUMBER PERCENT RETAINED PERCENT RETAINED 1/2" 0 0 1 3/4" 0-10 0-10 NUMBER 4 45-75 45-75 NUMBER 40 60-80 60-80 MATERIAL PASSING THE NUMBER 40 SIEVE SHALL BE KNOWN AS "BINDER MATERIAL" AND SHALL MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT (LL) = 40 = 40 40 MAXIMUM PLASTICITY INDEX ( PI ) = 12 = 12 12 WET BALL MILL (MAX) = 45% = 45% 45% WET BALL MILL (INCREASE PASSING #40 SIEVE) = 20%= 20%20%

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SHEET

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DRAWN BY:

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

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CIVIL ENGINEERING GROUP, INC.

AutoCAD SHX Text 5420 Paredes Line Road

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AMBIOTEC

AutoCAD SHX Text Brownsville, Texas 78526

AutoCAD SHX Text (956)548-9333

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OLMITO PARK AT OLMITO PHASE 1

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PREPARED FOR: CAMERON COUNTY

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C. RAMOS

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V. MENDEZ

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K. SALDIVAR

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K. SALDIVAR

AutoCAD SHX Text TBPLS REG No. 10005300

TBPE FIRM No. F-4126

F L O

O D

Z O

N E

RFP # 240201

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C ST. LOUIS BROWNSVILLE & MATAMOROS RAILROAD

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109 32.47 GL1

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116 32.59 SE

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117 32.14 GL1

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118 32.16 SE

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119 32.37 SN NATURAL GAS PIPE LINE

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120 32.49 GL1

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121 32.39 SE

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122 32.85 SE

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123 32.82 GL1

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124 32.71 SE

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125 32.64 GL1

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126 32.39 GL1

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127 32.42 SN NATURAL GAS PIPE LINE

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128 32.49 SE

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129 32.56 GL1

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130 32.48 SE

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RESACA DEL RANCHO VIEJO

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38.48 ACRES FRANK MICHAEL MCKINNEY AND JANE E. MCKINNEY TO CAMERON COUNTY DOCUMENT NO. 2021-124, C.C.O.R.

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0.74 ACRES FRANK MICHAEL MCKINNEY AND JANE E. MCKINNEY DOCUMENT NO. 2021-124, C.C.O.R. SUBJECT TO A ROADWAY EASEMENT

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RESACA BANKLINE

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EDGE OF WATER

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ST. LOUIS BROWNSVILLE & MATAMOROS RAILROAD

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38.48 ACRES FRANK MICHAEL MCKINNEY AND JANE E. MCKINNEY TO CAMERON COUNTY DOCUMENT NO. 2021-124, C.C.O.R.

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RESACA BANKLINE

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EDGE OF WATER

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RAILROAD DITCH

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RAILROAD BALLAST ROCK

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RAILROAD TRACKS

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RAILROAD DITCH

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RAILROAD BALLAST ROCK

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RAILROAD TRACKS

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FL =29.01

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12" VC PIPE

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RESACA BANKLINE

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EDGE OF WATER

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HAYES STREET

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BROUSSARD AVENUE

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WEST AVENUE

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HAYES STREET

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GRAYBILL AVENUE

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AutoCAD SHX Text G R O U P

AutoCAD SHX Text A M B I O T E C

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EXISITING TOPO/DEMO PLAN

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PHASE 1

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PROPOSED PLAN

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LEGEND

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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SENSITIVE VEGETATION REFER TO LANDSCAPE PLANS

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LIMITS OF CONSTRUCTION

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LIMITS OF VEGETATION TO BE REMOVED.

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TBM: SET IRON PIN ELEVATION=32.40' N=16531035.80 E=1302237.76

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

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CIVIL ENGINEERING GROUP, INC.

AutoCAD SHX Text 5420 Paredes Line Road

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AMBIOTEC

AutoCAD SHX Text Brownsville, Texas 78526

AutoCAD SHX Text (956)548-9333

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OLMITO PARK AT OLMITO PHASE 1

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PREPARED FOR: CAMERON COUNTY

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C. RAMOS

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V. MENDEZ

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K. SALDIVAR

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K. SALDIVAR

AutoCAD SHX Text TBPLS REG No. 10005300

AutoCAD SHX Text TBPE FIRM No. F-4126

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TBM: SET IRON PIN ELEVATION=31.44' N=16531071.77 E=1301856.11

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NOTE

* CONTRACTOR TO PROTECT CONTRACTOR TO PROTECT VEGETATION WHEREVER POSSIBLE.

0.2'

0.1'

7.7'

1.4'

0.9'

2345678910111213141516171820

NO PARKING

N O

PAR

KIN

NO PARKING

RFP # 240201

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EDGE OF WATER

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EDGE OF WATER

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MUSGROVE STREET

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AutoCAD SHX Text G

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AutoCAD SHX Text D

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WIRE FENCE

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DRIVE

AutoCAD SHX Text Xref C:\Users\PMcCauley\Dropbox\Olmito Park\Support Building Floor Plans.dwg

AutoCAD SHX Text 4'

AutoCAD SHX Text 90,C,203801

AutoCAD SHX Text 2'

AutoCAD SHX Text 66,C,203801

AutoCAD SHX Text 3'

AutoCAD SHX Text 78,C,203801

AutoCAD SHX Text 3'

AutoCAD SHX Text 78,C,203801

AutoCAD SHX Text 5'

AutoCAD SHX Text 102,C,203801

AutoCAD SHX Text 90,C,203801

AutoCAD SHX Text 42,C,203801

AutoCAD SHX Text 1'

AutoCAD SHX Text 66,C,203801

AutoCAD SHX Text 78,C,203801

AutoCAD SHX Text 6'

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C ST. LOUIS BROWNSVILLE & MATAMOROS RAILROAD

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GRAYBILL AVENUE

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BROUSSARD AVENUE

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WEST AVENUE

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HAYES STREET

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HAYES STREET

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PHASE 1 -3

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PROPOSED PLAN

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LEGEND

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CONSTRUCTION ZONE LIMITS

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PROP. EROSION CONTROL DEVICE (SILT FENCE OR EROSION CONTROL LOG)

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EXIST. WATER RUNOFF FLOW

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NAME OF RECEIVING WATERS

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BMP'S TO BE IMPLEMENTED

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* DURING CONSTRUCTION, SILT FENCING OR EROSION SEDIMENT TRAPS SHALL BE ERECTED AND MAINTAINED WHERE SHOWN TO MINIMIZE ESCAPE OF SEDIMENT INTO STORM SEWER SYSTEM.

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WETLANDS

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* THERE ARE NO WETLANDS IN THE AREA

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CCDD #1 NORTH MAIN DRAIN

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SITE PLAN SHOWS THE FOLLOWING:

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ESTIMATED RUNOFF COEFFICIENT

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AREA OF SITE

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* TOTAL AREA OF DISTURBANCE: 26.22 ACRES

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SOIL DESCRIPTION:

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* LAREDO SILTY CLAY * OLMITO SILTY CLAY

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* PRE-CONSTRUCTION C "0.20 (5 YEAR EVENT) COMMERICAL LAND USE

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* POST-CONSTRUCTION C "0.33 (5 YEAR EVENT) COMMERCIAL LAND USE

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NATURE OF CONSTRUCTION ACTIVITY

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SEQUENCE OF MAJOR ACTIVITIES

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* UTILITIES & LIFT STATION INSTALLATION * CLEARING & GRUBBING * INSTALLATION OF SUBGRADE FOR ROADS AND PARKING LOTS * INSTALLATION OF FLEXBASE FOR ROADS AND PARKING LOTS * INSTALLATION OF LANDSCAPE IRRIGATION SYSTEM * INSTALLATION OF ASPHALT AND CONCRETE PAVEMENT

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* CONSTRUCTION OF PARKING LOTS * CONSTRUCTION OF WALKING TRAILS * CONSTRUCTION OF ROAD * CONSTRUCTION OF OFFICE BUILDINGS

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* FOR EXISTING AND PROPOSED DRAINAGE PATTER SEE THIS SHEET * AREAS OF SOIL DISTURBANCE * LOCATIONS OF MAYOR STRUCTURAL/ NON-STRUCTURAL CONTROLS * LOCATION WHERE STABILIZATION PRACTICES ARE TO OCCUR

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MINIMUM SUGGESTED EROSION CONTROL MEASURES

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PROP. SILT FENCE (TYP.)

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PROP. LIMITS OF CONSTRUCTION (TYP.)

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PROP. SILT FENCE (TYP.)

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PROP. LIMITS OF CONSTRUCTION (TYP.)

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OF 18

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SHEET

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SCALE:

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CHECKED BY:

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DRAWN BY:

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

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CIVIL ENGINEERING GROUP, INC.

AutoCAD SHX Text 5420 Paredes Line Road

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AMBIOTEC

AutoCAD SHX Text Brownsville, Texas 78526

AutoCAD SHX Text (956)548-9333

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OLMITO PARK AT OLMITO PHASE 1

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PREPARED FOR: CAMERON COUNTY

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C. RAMOS

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V. MENDEZ

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K. SALDIVAR

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K. SALDIVAR

AutoCAD SHX Text TBPLS REG No. 10005300

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MINIMUM SUGGESTED EROSION CONTROL MEASURES DETAILS

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AutoCAD SHX Text ANY AREA LEFT DISTURBED FOR MORE THAN 21 DAYS SHALL BE TEMPORARILY REVEGETATED WITH SEED AT THE DIRECTION OF THE ENGINEER.

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TEMPORARY STABILIZATION

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NTS

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STAKE

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OVERLAP ENDS TIGHTLY 24" MINIMUM

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NTS

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SECTION A-A

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BACK OF CURB

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BACK OF CURB

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DISTURBED AREA

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LIP OF GUTTER

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DISTURBED AREA

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LIP OF GUTTER

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SECURE END OF SOCK TO STAKE AS DIRECTED

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DITCH FLOW

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DITCH FLOW

AutoCAD SHX Text COMPLETELY SURROUND DRAINAGE ACCESS TO AREA DRAIN INLETS WITH EROSION CONTROL SOCK

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12" TEMP. EROSION CONTROL SOCK

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STAKE ON DOWNHILL SIDE OF SOCK AS NEEDED TO HOLD IN PLACE (TYP)

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12" TEMP. EROSION CONTROL SOCK

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12" TEMP. EROSION CONTROL SOCK

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1' (TYP.)

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12" TEMP. EROSION CONTROL SOCK

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SECTION B-B

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STAKE

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COMPOST CRADLE UNDER EROSION CONTROL DEVICE

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12" TEMP. EROSION CONTROL DEVICE

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DIRECTION OF FLOW

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DIRECTION OF FLOW

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NTS

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NTS

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NTS

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NTS

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GENERAL NOTES

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FLOW

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12" TEMP. EROSION CONTROL SOCK

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COMPOST CRADLE

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COMPOST CRADLE UNDER EROSION CONTROL SOCK

AutoCAD SHX Text STAKE ON DOWNHILL SIDE OF SOCK AT 8' C - C OR LESS AS NEEDED TO ADEQUATELY SECURE SOCK.

AutoCAD SHX Text A SEDIMENT TRAP MAY BE USED TO PRECIPITATE SEDIMENT OUT OF RUNOFF DRAINING FROM AN UNSTABILIZED AREA. TRAPS: THE DRAINAGE AREA FOR A SEDIMENT TRAP SHOULD NOT EXCEED 5 ACRES. THE TRAP CAPACITY SHOULD BE 1800 CF/ACRE (0.5" OVER THE DRAINAGE AREA). SEDIMENT TRAPS SHOULD BE PLACED IN THE FOLLOWING LOCATIONS: 1. IMMEDIATELY PRECEDING DRAIN INLETS 2. JUST BEFORE THE DRAINAGE ENTERS A WATER COURSE 3. JUST BEFORE THE DRAINAGE LEAVES THE RIGHT OF WAY 4. JUST BEFORE THE DRAINAGE LEAVES THE CONSTRUCTION LIMITS WHERE DRAINAGE FLOWS AWAY FROM THE PROJECT THE TRAP SHOULD BE CLEANED WHEN THE CAPACITY HAS BEEN REDUCED BY OR THE SEDIMENT HAS ACCUMULATED 12 OR THE SEDIMENT HAS ACCUMULATED TO A DEPTH OF 1', WHICHEVER IS LESS. CLEANING AND REMOVAL OF ACCUMULATED SEDIMENT DEPOSITS IS INCIDENTAL AND WILL NOT BE PAID FOR SEPARATELY.

AutoCAD SHX Text %%uCOMPOST CRADLE%%u

AutoCAD SHX Text %%uBACK OF CURB INLET SEDIMENT TRAP%%u

AutoCAD SHX Text %%uPLAN VIEW%%u

AutoCAD SHX Text %%uLAP DETAIL%%u

AutoCAD SHX Text %%uPLAN VIEW%%u

AutoCAD SHX Text %%uRIGHT-OF-WAY SEDIMENT TRAP%%u

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1. LENGTHS OF EROSION CONTROL SOCKS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED FOR THE PURPOSE INTENDED. MAXIMUM LENGTH OF SOCKS SHALL BE 30' FOR 12" DIAMETER SOCKS. 2. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE SOCK WILL REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH. 3. STUFF SOCKS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE DENSITY THAT WILL HOLD SHAPE WITHOUT EXCESSIVE DEFORMATION. 4. STAKES SHALL BE 2" X 2" WOOD 4' LONG, EMBEDDED SUCH THAT 2" PROTRUDES ABOVE SOCK. 5. COMPOST CRADLE MATERIAL IS INCIDENTAL AND WILL NOT BE PAID FOR SEPARATELY.

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%%UTYPE 'C' INLET SEDIMENT TRAP

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SECURE END OF SOCK TO STAKE.

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SECURE END OF SOCK TO STAKE.

AutoCAD SHX Text STAKE ON DOWNHILL SIDE OF SOCK AT 8' C - C OR LESS AS NEEDED TO ADEQUATELY SECURE SOCK.

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SECURE ENDS OF STAKES.

AutoCAD SHX Text %%uDITCH LINE SEDIMENT TRAP%%u

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RETAINING WALL

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DITCH LINE SEDIMENT TRAP A-A

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12" TEMP. EROSION CONTROL SOCK

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COMPOST CRADLE UNDER EROSION CONTROL SOCK

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12" TEMP. EROSION

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CONTROL SOCK

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COMPOST CRADLE

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UNDER EROSION

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CONTROL DEVICE

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TYP.

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TYP.

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WOOD

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STAKE

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PENETRATE TOP SOCK AS SHOWN

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SEDIMENT BASIN & TRAP USAGE GUIDELINES

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NTS

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NTS

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EXIST. NATURAL GROUND

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COARSE AGGREGATE

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GROUND

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EXISTING

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EXISTING GROUND

AutoCAD SHX Text %%uPLAN VIEW

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50' MIN

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8" MIN

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50' MIN

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SEPARATION GEOTEXTILE FABRIC FOR FULL WIDTH AND LENGTH OF EXIT

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GRADED TO PREVENT RUN-OFF FROM LEAVING SITE

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PUBLIC RIGHT-OF-WAY

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PUBLIC RIGHT-OF-WAY

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NTS

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STABILIZED CONSTRUCTION EXIT

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CONSTRUCTION NOTES

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1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN 50 FEET.

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2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES.

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3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.

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4. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND

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WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE SHOWN

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ON THE CONSTRUCTION DRAWINGS.

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5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMMODATE A TRUCK WASHING AREA.

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AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA.

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6. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF SEDIMENT FOR THE

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DURATION OF THE PROJECT.

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BACK OF CURB

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COMPOSE CRADLE UNDER

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EROSION CONTROL SOCK

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CURB INLET

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DISTURBED AREA

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1. WHERE JOINTS IN THE FABRIC ARE REQUIRED, THE FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP AND SHALL BE SECURELY SEALED. 2. INSPECT FILTER FENCES DAILY DURING PERIODS OF PROLONGED RAINFALL, IMMEDIATELY AFTER EACH RAINFALL EVENT, AND WEEKLY DURING PERIODS OF NO RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 3. ALL INLETS SHALL BE ENCIRCLED WITH SILT FENCE OR EROSION CONTROL LOGS 4. IF EROSION CONTROL DEVICES INTERFERE WITH CONSTRUCTION, THEY MAY BE TEMPORARILY REMOVED UNTIL THAT PORTION OF WORK IS COMPLETE. EROSION CONTROL DEVICES MUST BE IN PLACE AT ALL OTHER TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBMITTAL OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THAT SUPPLEMENTS THE INFORMATION PROVIDED IN THE DESIGN PLANS. THE SWPPP INFORMATION PROVIDED IN THE DESIGN PLANS DOES NOT MEET THE REQUIREMENTS SET FORTH IN THE TCEQ GENERAL PERMIT. THIS INFORMATION AND DETAILS ARE ONLY FOR INFORMATIONAL PURPOSES ONLY. (REFER TO SPECIFICATION 02370 - TPDES REQUIREMENTS)

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%%USILT FENCE DETAIL

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BACKFILL TRENCH WITH COMPACTED SOIL

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NON-WOVEN GEOTEXTILE FABRIC (18" TO 36" HIGH)

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STEEL FENCE POST (18" DEEP MINIMUM)

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STEEL FENCE POST (6' TO 8' APART)

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EROSION CONTROL NOTES:

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WOVEN WIRE SUPPORT

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6" MINIMUM

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6" MINIMUM

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NTS

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%%UPAINT / CONCRETE WASHOUT PIT

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GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADE ROCK

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10 MIL. PLASTIC SHEETING

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NATURAL GROUND

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GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADE ROCK

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1. THE EXCAVATION FOR THE CONCRETE WASHOUT SHALL BE A MINIMUM OF 10' WIDE AND A THE EXCAVATION FOR THE CONCRETE WASHOUT SHALL BE A MINIMUM OF 10' WIDE AND A SUFFICIENT LENGTH AND DEPTH TO ACCOMMODATE 7 GALLONS OF WASHOUT WATER AND CONCRETE PER TRUCK PER DAY AND/OR 50 GALLONS WATER AND CONCRETE PER PUMP TRUCK PER DAY 2. IN THE EVENT THAT THE CONCRETE TRUCK WASHOUT IS CONSTRUCTED ABOVE GROUND, IT IN THE EVENT THAT THE CONCRETE TRUCK WASHOUT IS CONSTRUCTED ABOVE GROUND, IT SHALL BE 10 FEET WIDE AND 10 FEET LONG WITH WITH THE SAME REQUIREMENTS FOR CONTAINMENT AS DESCRIBED IN NOTE 1. 3. THE CONTAINMENT AREA SHALL BE LINED WITH 10 MIL. PLASTIC SHEETING WITHOUT HOLES THE CONTAINMENT AREA SHALL BE LINED WITH 10 MIL. PLASTIC SHEETING WITHOUT HOLES OR TEARS. WHERE THERE ARE SEAMS, THESE SHALL BE SECURED ACCORDING TO MANUFACTURERS' DIRECTIONS. 4. THE BERM CONSISTING OF GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADED ROCK SHALL THE BERM CONSISTING OF GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADED ROCK SHALL BE NO LESS THAN 18 INCHES HIGH AND NO LESS THAN 12 INCHES WIDE. 5. THE PLASTIC SHEETING SHALL BE OF SUFFICIENT SIZE SO THAT IT WILL OVER LAP THE TOP THE PLASTIC SHEETING SHALL BE OF SUFFICIENT SIZE SO THAT IT WILL OVER LAP THE TOP OF THE CONTAINMENT AREA AND BE WRAPPED AROUND THE GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADED ROCK AT LEAST TWO TIMES. 6. THE GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADED ROCK SHALL BE PLACED ABUTTING THE GRAVEL BAGS, CONCRETE BLOCKS OR OPEN GRADED ROCK SHALL BE PLACED ABUTTING EACH OTHER TO FORM A CONTINUOUS BERM AROUND THE OUTER PERIMETER OF THE CONTAINMENT AREA. 7. THE WASHOUT MATERIAL IN THE CONTAINMENT AREA SHALL NOT EXCEED 50% OF CAPACITY THE WASHOUT MATERIAL IN THE CONTAINMENT AREA SHALL NOT EXCEED 50% OF CAPACITY AT ANY ONE TIME. 8. SOLIDS SHALL BE REMOVED FROM CONTAINMENT AREA AND DISPOSED OF PROPERLY. ANY SOLIDS SHALL BE REMOVED FROM CONTAINMENT AREA AND DISPOSED OF PROPERLY. ANY DAMAGE TO THE PLASTIC SHEETING SHALL BE REPAIRED OR SHEETING BE REPLACED BEFORE THE NEXT USE.

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WASHOUT PIT NOTES:

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6" CURB

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ROADWAY

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12" WIDE TEMP. EROSION CONTROL DEVICE

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NTS

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COMPOST CRADLE UNDER EROSION CONTROL DEVICES

AutoCAD SHX Text %%uCURB INLET SEDIMENT TRAP%%u

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OF 18

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APPROVED BY:

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SHEET

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SCALE:

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CHECKED BY:

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DRAWN BY:

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

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CIVIL ENGINEERING GROUP, INC.

AutoCAD SHX Text 5420 Paredes Line Road

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AMBIOTEC

AutoCAD SHX Text Brownsville, Texas 78526

AutoCAD SHX Text (956)548-9333

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OLMITO PARK AT OLMITO PHASE 1

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PREPARED FOR: CAMERON COUNTY

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C. RAMOS

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V. MENDEZ

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K. SALDIVAR

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K. SALDIVAR

AutoCAD SHX Text TBPLS REG No. 10005300

7.7'

1.4'

0.9'

2345678910111213141516171820

NO PARKING

N O

PAR

KIN

NO PARKING

PHASE 1

PHASE 2 PHASE 2

RFP # 240201

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C ST. LOUIS BROWNSVILLE & MATAMOROS RAILROAD

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EDGE OF WATER

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EDGE OF WATER

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MUSGROVE STREET

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WIRE FENCE

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DRIVE

AutoCAD SHX Text Xref C:\Users\PMcCauley\Dropbox\Olmito Park\Support Building Floor Plans.dwg

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AutoCAD SHX Text 90,C,203801

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SHEET 8

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SHEET 7

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OVERVIEW MAP

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PHASE 1 -3

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PROPOSED PLAN

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DESIGN BY:

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DATE: NOV. 2023

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PROJECT NO.:

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AutoCAD SHX Text Fax (956)548-9399

Aut…

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