IFB 37744 Black Creek Drawings 05 05 22.pdf

PDF 17 MB Posted May 4, 2022

Attached to: Black Creek Water Resource Development Pump Station Project Construction
Solicitation number: ITB-00865
Issued by: Clay County, Florida

About this file

Written by GovTribe AI · Jul 30, 2024

This document is an Invitation for Bids (IFB) for the Black Creek Water Resource Development Pump Station Project Construction in Putnam County, Florida. The project involves the construction of a masonry pump station with four vertical turbine variable frequency drive pumps, a raw water intake structure in the Black Creek, sitework, an intake piping system, concrete work, mechanical piping, instrumentation, and electrical components. The pump station will have the capability to draw up to 10 MGD of water from Black Creek. Under a subsequent solicitation, approximately 17 miles of 30" ductile iron pipe will be purchased and installed to pipe water from the pump station to Alligator Creek.

The pricing terms, set asides, incumbents, funding requirements and sources are not provided in this document. The IFB does not contain any information about the current environment or any renewal options for the contract.

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Other files

File	Type	Posted
IFB 37744 BC WRD Pump Station Final 05 05 22.pdf	PDF	May 4, 2022
IFB 37744 Black Creek Technical Specifications 05 05 22.pdf	PDF	May 4, 2022
IFB 37744 Exhibit 1 - Geotech Data Report 05 05 22.pdf	PDF	May 4, 2022

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MAY 2022

CONTRACT NO. 30593

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

BLACK CREEK PUMP STATION

AND INTAKE STRUCTURE

PROJECT LOCATION

AQUIFER RECHARGE AREA

(NOT IN THIS CONTRACT)

RAW WATER TRANSMISSION MAIN

(NOT IN THIS CONTRACT)

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FLORIDA

VICINITY PLAN

G U L F O F M E X I C O

ATLANTIC

OCEAN

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109 COA No. EB-0000020

Water Environment EnergyTransportation Facilities

ISSUED FOR BID

ST. JOHNS RIVER WATER

MANAGEMENT DISTRICT BOARD

37744

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

G-1

INDEX, LEGEND AND ABREVIATIONS

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REMARKS

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DRAWN BY:

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CROSS CHK'D BY:

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APPROVED BY:

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DATE:

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SHEET CHK'D BY:

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PROJECT NO.

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FILE NAME:

AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.

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MAY 2022

AutoCAD SHX Text 9247-221208

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CIVIL

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TITLE

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SHEET

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INDEX, LEGEND AND ABBREVIATIONS

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COVER SHEET

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GENERAL

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%%UABBREVIATIONS

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FURNISHED BY OTHERS

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GALVANIZED STEEL PIPE

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HIGH POINT

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FEET/FOOT

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HIGH

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FBO

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GSP

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EDGE OF PAVEMENT

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FIBERGLASS REINFORCED PIPE

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DUCTILE IRON PIPE

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FINISH

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FLOOR

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FLANGE

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EACH

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ELEVATION

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EXISTING

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DISCHARGE

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DRAWING

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DUCTILE IRON

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DEMOLITION

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DIAMETER

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DIAGONAL

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FRP

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FLG

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FIN

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EXIST

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EL, ELEV

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DWG

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DIA, DIAM

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DIM

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CORRUGATED METAL PIPE

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CENTER TO CENTER

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CONCRETE

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CENTER (ED)

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BELOW

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BENCHMARK

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BETWEEN

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CENTER LINE

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ADJUSTABLE

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ANGLE

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BARE ROOT

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CONC

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CTR

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CMP

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AL, ALUM

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WPF

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WEST

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WITH

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POINT

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SLIP-ON JOINT

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TIED JOINT

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WATER MAIN

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TYPICAL

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WATER

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VERTICAL

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TEMPORARY

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UNDERGROUND ELECTRIC

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SQUARE

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STAINLESS STEEL

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SYMMETRICAL

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STANDARD

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STEEL

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THICK

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STEEL PIPE

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TEMP

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VERT

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ST'D

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SYMM

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REINFORCED CONCRETE PIPE

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REQUIRED

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SCHEDULE

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ROOM

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SIDEWALK

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SHEET

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SECTION

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RIGHT OF WAY

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RESTRAINED JOINT

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PRECAST

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PLATE

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POLYETHYLENE

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SEC

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SH, SHT

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PVC

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ON CENTER

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PERFORATED

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OPTION

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OPPOSITE

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OPENING

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OR EQUAL

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PIECE

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OUTSIDE CLEARANCE

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NOMINAL

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NOT TO SCALE

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NUMBER

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PERF

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OPNG

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OPP

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OPT

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NTS

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NOM

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POTABLE WATER

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RAW WATER

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- CHORD

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- RADIUS

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- DELTA

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- ARC LENGTH

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PRC

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- POINT OF REVERSE CURVE

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UNDERGROUND GAS LINE

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GAS

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OVERHEAD ELECTRIC

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OHE

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ELECTRICAL CONTROL BOX

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ECB

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BURIED TV LINE

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BTV

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FIBER OPTIC CABLE

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FOC

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FORCE MAIN

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WATER LINE

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UNDERGROUND TELEPHONE

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TRAFFIC SIGNAL LINE

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TSL

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CURVE DATA (HORIZONTAL)

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BASELINE

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BUTTERFLY VALVE

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BFV

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GATE VALVE

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MINIMUM

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MOUNTED

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MTD

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MIN

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MANUFACTURER

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MANUFACTURING

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MECHANICAL JOINT

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METAL REINFORCED PLASTIC PIPE

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MECHANICAL

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METAL

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MAXIMUM

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HIGH-DENSITY POLYETHYLENE

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LONG

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MET

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MECH

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MRPP

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MFR

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MAX

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MFG

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MTL

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HDPE

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IRRIGATION LINE

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IRR

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HEIGHT

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DUCTILE IRON PIPE STANDARDS

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DIPS

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HORIZONTAL DIRECTIONAL DRILL

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HDD

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%%UINDEX OF SHEETS

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CD-1

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CRAIG C. MONTGOMERY

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PE NO. 45953

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DATE:

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JACK AND BORE

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WATER RESOURCES DEVELOPMENT

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WRD

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NOT IN CONTRACT

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NIC

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GENERAL NOTES

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G001PSIX.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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L. WISEMAN

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S. WOODS

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PUMP STATION YARD PIPING PLAN

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OVERALL SITE PLAN, LIMITS OF CLEARING, AND WETLAND IMPACTS

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PUMP STATION SITE GRADING AND DRAINAGE PLAN

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PUMP STATION SUCTION PIPING PLAN

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MISCELLANEOUS CIVIL DETAILS

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INTAKE AREA PIPING PLAN

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INTAKE AREA SECTIONS

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CD-2

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SEDIMENTATION AND EROSION CONTROL DETAILS

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ARCHITECTURAL

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ABBREVIATIONS, GENERAL NOTES AND SYMBOLS

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PUMP STATION BUILDING EXTERIOR ELEVATIONS

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PUMP STATION BUILDING BUILDING SECTIONS AND WALL SECTIONS

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PUMP STATION BUILDING BUILDING CODE KEY DETERMINATIONS AND LIFE SAFETY PLAN

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PUMP STATION BUILDING FLOOR PLAN AND ROOF PLAN

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ELECTRICAL BUILDING EXTERIOR ELEVATIONS

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ELECTRICAL BUILDING BUILDING CODE KEY DETERMINATIONS AND LIFE SAFETY PLAN

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ELECTRICAL BUILDING FLOOR PLAN AND ROOF PLAN

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ELECTRICAL BUILDING BUILDING SECTIONS AND WALL SECTIONS

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AD-1

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FINISH SCHEDULE, DOOR SCHEDULE AND TYPES, LOUVER SCHEDULE AND TYPES

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MECHANICAL

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MD-1

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PROCESS NOTES, LEGEND AND ABBREVIATIONS

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INTAKE PUMP STATION SECTIONS

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INTAKE PLAN AND SECTIONS

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INTAKE PUMP STATION PLAN

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MISCELLANEOUS MECHANICAL DETAILS

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HVAC

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HVAC SYMBOLS AND ABBREVIATIONS

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ELECTRICAL BUILDING HVAC PLAN

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PUMP BUILDING HVAC PLAN

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HD-1

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HVAC SCHEDULES

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HD-2

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HVAC DETAILS

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PLUMBING

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PLUMBING SYMBOLS AND ABBREVIATIONS

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PUMP BUILDING PLUMBING PLAN

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ELECTRICAL

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ELECTRICAL LEGEND I

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480V SWITCHBOARD ONE LINE POWER DIAGRAM

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480V SWITCHBOARD FRONT ELEVATION AND ELEMENTARY CONTROL DIAGRAMS

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ELECTRICAL LEGEND II

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ELECTRICAL SITE PLAN

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INTAKE PUMP STATION AND INTAKE STRUCTURE POWER PLANS

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ELECTRICAL BUILDING POWER PLAN

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ELECTRICAL BUILDING LIGHTING PLAN

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INTAKE PUMP STATION LIGHTING PLAN

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INSTRUMENTATION

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SHEET

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LIGHT FIXTURE SCHEDULE AND PANELBOARD SCHEDULE

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%%UINDEX OF SHEETS CON'T

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ELECTRICAL DETAILS I

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ED-1

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INSTRUMENTATION LEGEND SHEET (SHEET 1 OF 2)

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P&ID - INTAKE STRUCTURE AND PUMP STATION

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P&ID CONTROL BLOCK DIAGRAM

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ED-2

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INSTRUMENTATION LEGEND SHEET (SHEET 2 OF 2)

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STRUCTURAL

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GENERAL STRUCTURAL NOTES

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ELECTRICAL BUILDING PLAN AND DETAILS

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STANDARD STRUCTURAL CONCRETE DETAILS I

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PUMP STATION BUILDING PLANS AND DETAILS

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PUMP STATION BUILDING SECTIONS AND DETAILS

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SD-1

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PUMP STATION 24" SUCTION PIPING PROFILE

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CD-3

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CIVIL DETAILS

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INTAKE AREA GRADING PLAN

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AD-2

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ARCHITECTURAL DETAILS

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ELECTRICAL BUILDING SECTIONS AND DETAILS

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INTAKE STRUCTURE PLANS AND SECTIONS

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INSTRUMENT INSTALLATION DETAILS

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HVAC AIRFLOW SCHEMATICS AND SEQUENCE OF OPERATIONS

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STANDARD STRUCTURAL CONCRETE DETAILS II

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SD-2

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STANDARD MASONRY DETAILS

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SD-3

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STANDARD STEEL JOIST DETAILS

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STANDARD METAL DETAILS

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STANDARD STRUCTURAL DETAILS

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SD-6

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PUMP STATION FENCING, PRIVACY WALL AND LANDSCAPING PLAN

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GENERAL NOTES

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

D S

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G002PSGN.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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REV.

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NO.

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DRWN

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CHKD

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REMARKS

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DRAWN BY:

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CROSS CHK'D BY:

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APPROVED BY:

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DATE:

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SHEET CHK'D BY:

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SHEET NO.

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PROJECT NO.

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FILE NAME:

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MAY 2022

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CRAIG C. MONTGOMERY

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PE NO. 45953

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DATE:

AutoCAD SHX Text COMCAST CABLE COMMUNICATIONS, INC. LARRY K. WINBURN 904-380-7574 5934 RICHARD ST. JACKSONVILLE, FL. 32216

AutoCAD SHX Text FLORIDA POWER & LIGHT JOEL BRAY 954-581-3088 2455 PORT WEST BLVD CRS/PDC BLDG A RIVIERA BEACH, FL. 33407

AutoCAD SHX Text CLAY ELECTRIC KEYSTONE DISTRICT BILL STRASSBERGER 352-473-8000 EXT.:8294 P.O. BOX 308 KEYSTONE HEIGHTS, FL. 32656

AutoCAD SHX Text CLAY COUNTY UTILITY AUTHORITY TOM MORRIS 904-272-5999 3176 OLD JENNINGS ROAD MIDDLEBURG, FL. 32068

AutoCAD SHX Text AT&T/ DISTRIBUTION DINO FARRUGGIO 561-997-0240 AT&T/ DISTRIBUTION 1120 S ROGERS CIR. BOCA RATON, FL. 33487

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1. ALL CONSTRUCTION SHALL CONFORM TO CLAY COUNTY STANDARDS AND ALL CONSTRUCTION SHALL CONFORM TO CLAY COUNTY STANDARDS AND SPECIFICATIONS, 2017 UTILITY ACCOMMODATION MANUAL (UAM), AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION JANUARY 2018 OR LATEST EDITION. 2. ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. 4. CONTRACTOR SHALL VERIFY ALL UTILITIES AND NOTIFY UTILITY OWNER, 72 CONTRACTOR SHALL VERIFY ALL UTILITIES AND NOTIFY UTILITY OWNER, 72 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE. 5. THE CONTRACTOR SHALL REPLACE ANY MONUMENTS, FENCES, ETC. WITH THE THE CONTRACTOR SHALL REPLACE ANY MONUMENTS, FENCES, ETC. WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION SHALL BE ALLOWED. 6. TOPOGRAPHIC SURVEY WAS PERFORMED BY: WOOLPERT, INC. UNIVERSITY TOPOGRAPHIC SURVEY WAS PERFORMED BY: WOOLPERT, INC. UNIVERSITY CORPORATE CENTER 11, 11486 CORPORATE BOULEVARD, SUITE 190, ORLANDO, FL. 32817, PHONE: 407-591-5010. 7. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY UPON THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY UPON FINDING ANY CONFLICTS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 8. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO ENSURE THAT ADEQUATE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO ENSURE THAT ADEQUATE EROSION AND SEDIMENT CONTROL ARE MAINTAINED AT ALL TIMES DURING THE PROJECT (SEE EROSION CONTROL NOTES). 9. PRIOR TO EXCAVATING IN THE VICINITY OF A GAS LINE, THE CONTRACTOR PRIOR TO EXCAVATING IN THE VICINITY OF A GAS LINE, THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA STATUTES, PROTECTION OF UNDERGROUND PIPELINES F.S. 553.851, CH 17-143. 10. ALL BRUSH, STRIPPINGS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF ALL BRUSH, STRIPPINGS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF-SITE AT THE CONTRACTOR'S EXPENSE. 11. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COSTS TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION TO BE ALLOWED. 12. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE WITHIN THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS. 13. NO REPRESENTATION IS MADE REGARDING BALANCED EARTHWORK, ANY EXCESS NO REPRESENTATION IS MADE REGARDING BALANCED EARTHWORK, ANY EXCESS MATERIAL, OR MATERIAL NOT SUITABLE FOR USE AS BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR. 14. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR WILL STRIP OR IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED. 15. CONTRACTOR SHALL SEED ALL DISTURBED AREAS PER THE FDOT STANDARD CONTRACTOR SHALL SEED ALL DISTURBED AREAS PER THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (JANUARY 2018 EDITION). 16. IMMEDIATELY AFTER THE WORK IS COMPLETED. CONTRACTOR SHALL BEGIN IMMEDIATELY AFTER THE WORK IS COMPLETED. CONTRACTOR SHALL BEGIN SEEDING OPERATIONS OF ALL DISTURBED AREAS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (JANUARY 2018, OR LATEST EDITION). THE CONTRACTOR SHALL RESTORE THE RIGHT OF WAY TO THE CONDITION EXISTING PRIOR TO THE WORK. THE CONTRACTOR SHALL MAINTAIN THAT PORTION OF THE RIGHT OF WAY AFFECTED BY THE WORK UNTIL VEGETATION IS ESTABLISHED. 17. WITHIN THE ENTIRE PROJECT AREA, THE CONTRACTOR SHALL CONDUCT A WITHIN THE ENTIRE PROJECT AREA, THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION SURVEY OF ACTIVE AND INACTIVE GOPHER TORTOISE BURROWS AND SHALL IMMEDIATELY THEREAFTER INSTALL A CONTINUOUS DOUBLE ROW OF SILT FENCES TO EXCLUDE GOPHER TORTOISES FROM WORK AREAS. ONSITE RELOCATION ACTIVITIES SHALL BE PREFORMED FOR ANY ACTIVE OR INACTIVE BURROWS LOCATED WITHIN THE PROJECT AREA IN ACCORDANCE WITH SECTION 02100 OF THE SPECIFICATIONS.

AutoCAD SHX Text MAINTENANCE OF TRAFFIC 1. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC (MOT) CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC (MOT) THROUGHOUT THE PROJECT. 2. MOT SHALL CONFORM TO FDOT INDEX 600 SERIES STANDARDS. INDEX MOT SHALL CONFORM TO FDOT INDEX 600 SERIES STANDARDS. INDEX 601 AND 602, ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE. 3. WORK PERFORMED OUTSIDE FDOT RIGHT-OF-WAY; CONTRACTOR SHALL WORK PERFORMED OUTSIDE FDOT RIGHT-OF-WAY; CONTRACTOR SHALL COORDINATE WITH CLAY COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT. 4. NO LANE CLOSURES ARE PERMITTED. NO LANE CLOSURES ARE PERMITTED. 5. POSTED SPEED LIMIT ON STATE ROADS 16 AND 21 IS 60 MPH.POSTED SPEED LIMIT ON STATE ROADS 16 AND 21 IS 60 MPH.

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1. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION. THEY SHALL BE INSTALLED TO THE LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE PLANS AND PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (JANUARY 2018 EDITION). IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE PLANS AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS.

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CENTERLINE OF ROAD

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1. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING ITS UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL USE THE SERVICES OF SUNSHINE-ONE CALL UTILITY THE CONTRACTOR SHALL USE THE SERVICES OF SUNSHINE-ONE CALL UTILITY LOCATOR A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK. (SUNSHINE-ONE CALL 1 (800) 423-4770 / 811) 3. CONTRACTOR IS ALERTED THAT PROJECT AREA PARALLELS AND CROSSES CONTRACTOR IS ALERTED THAT PROJECT AREA PARALLELS AND CROSSES UNDER OVERHEAD TRANSMISSION AND DISTRIBUTION POWER LINES OWNED BY CLAY ELECTRIC (STATE ROAD 21) AND FLORIDA POWER AND LIGHT (STATE ROAD 16). POWER TRANSMISSION LINES ARE 230 KILOVOLT AND DISTRIBUTION LINES ARE 23 - 25 KILOVOLT. CONTRACTOR SHALL ADHERE TO ALL NATIONAL ELECTRIC SAFETY CODE REQUIREMENTS.

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ACCESS MANHOLE

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PLUG VALVE

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90%%D BEND

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48" H.D.P.E SLIPLINE

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EXISTING VALVE

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(X.XX)

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AS BUILT ELEVATION

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1. HORIZONTAL COORDINATES ARE BASED ON THE FLORIDA STATE PLANE HORIZONTAL COORDINATES ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE 0901, NORTH AMERICAN DATUM OF 83/1990. HORIZONTAL CONTROL WAS BASED ON THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK (FPRN) 2. VERTICAL DATUM BASED ON NATIONAL GEODETIC VERTICAL DATUM OF VERTICAL DATUM BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD88). VERTICAL CONTROL WAS BASED AND VERIFIED BY THE FOLLOWING NATIONAL GEODETIC SURVEY (NGS) CONTROL POINTS. DESIGNATION: G621 G621 STATION NAME DI8481 DI8481 NORTHING: 2,053,457 (US FEET) 2,053,457 (US FEET) EASTING: 386,258 (US FEET) 386,258 (US FEET) LONGITUDE: W081°51'09" W081°51'09" LATITUDE: N29°58'46" N29°58'46" ELEVATION: 24.23 (US FEET) 24.23 (US FEET) STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.1 WITH AN NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 10.0 FT BELOW THE LEVEL OF STATE HIGHWAY 16. THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP AND LOCATED 96.5 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16, 80.2 FT SOUTH OF THE GUARDRAIL, 79.5 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 13.5 FT WEST OF A POWER POLE AND 12.9 FT WEST OF A CARSONITE WITNESS POST. DESIGNATION: W441 W441 STATION NAME AC9702 AC9702 NORTHING: 2,052,916 (US FEET) 2,052,916 (US FEET) EASTING: 377,635 (US FEET) 377,635 (US FEET) LONGITUDE: W081°52'47" W081°52'47" LATITUDE: N29°58'40" N29°58'40" ELEVATION: 94.06 (US FEET) 94.06 (US FEET) THE MARK IS A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.6 FT BELOW THE LEVEL OF STATE ROAD 16, 259.8 EAST OF THE EAST END OF A CONCRETE HEADWALL, 57.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 16, 1.2 FT NORTH OF AN 18-INCH POWER POLE AND 1.2 FT NORTH OF A CARSONITE WITNESS POST. 3. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS FOR THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS FOR SUBURBAN PROPERTY. 4. ALL MEASUREMENTS SHOWN HEREON ARE REFERENCED TO THE US ALL MEASUREMENTS SHOWN HEREON ARE REFERENCED TO THE US STANDARD SURVEY FOOT. 5. THIS SPECIFIC PURPOSE SURVEY WAS PREPARED IN ORDER TO THIS SPECIFIC PURPOSE SURVEY WAS PREPARED IN ORDER TO ILLUSTRATE TOPOGRAPHIC DATA SHOWING ROAD STRIPING, EDGE OF PAVEMENTS, RIGHT OF WAY LIMITS BASED ON HISTORICAL MAPS AND DATA IN ADDITION TO DEPICTING WETLAND AREAS LOCATED BY THIS SURVEYOR AND DESIGNATED BY OTHERS. 6. UNDERGROUND UTILITIES WERE NOT LOCATED BY THIS SURVEYOR AND UNDERGROUND UTILITIES WERE NOT LOCATED BY THIS SURVEYOR AND ARE NOT PART OF THIS SURVEY. 7. SURVEY DATE: ALL SURVEY FIELD DATA COLLECTION WAS COMPLETED SURVEY DATE: ALL SURVEY FIELD DATA COLLECTION WAS COMPLETED BEFORE 01/16/2018.

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WETLAND LIMITS

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EXIST ASPHALT ROADWAY

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EOP

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SILT FENCE

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UP - UNKNOWN POST

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AREA OF CLEARING AND GRUBBING

AutoCAD SHX Text FLORIDA GAS TRANSMISSION COMPANY, LLC JOSEPH E. SANCHEZ 407-808-4607 SOUTHEAST DIVISION - SR. TECHNICAL SPECIALIST/ ENERGY TRANSFER PARTNERS 2405 LUCIEN WAY, SUITE 200 MAITLAND, FL. 32751

AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/19/2022 12:17:48 PM

AutoCAD SHX Text XREFs: [CDMS_2234] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\01 General\10 CADD\04 2022 INTAKE AND PUMP STATION\G002PSGN.DWG

DNDN

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-1

OVERALL SITE PLAN, LIMITS OF CLEARING,

AND WETLAND IMPACTS

PLAN

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FILE NAME:

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MAY 2022

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C001NFSP.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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PUMP STATION AND INTAKE AREA

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CRAIG C MONTGOMERY

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PE NO. 45953

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DATE:

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AutoCAD SHX Text NOTES: 1. CASING PIPE TO BE INSTALLED VIA MICROTUNNEL METHODOLOGY. CASING PIPE TO BE INSTALLED VIA MICROTUNNEL METHODOLOGY. SEE SPECIFICATIONS. 2. UNLESS OTHERWISE SHOWN OR SPECIFIED, UPON COMPLETION UNLESS OTHERWISE SHOWN OR SPECIFIED, UPON COMPLETION OF CONSTRUCTION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRECONSTRUCTION GRADES AND SEEDED/SODDED IN ACCORDANCE WITH THE SPECIFICATIONS.

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CD-2

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AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/29/2022 7:03:49 AM

AutoCAD SHX Text XREFs: [CWP000AP, CDMS_2234, CEP000ST, CWP001ST, AWZ000PS - Floor Plan - 2D, MVTP0001, AWZ000EB - Floor Plan - 2D, MVTP0000, MWP000IS, SWZ000IS, CWZ005ST, CWZ004ST, CEP000SS] Images: [GoogleEarth_Image] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C001NFSP.DWG

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-2

PUMP STATION

SITE AND YARD PIPING PLAN

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C. SCOTT

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J. WITTIG

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S. WOODS

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CRAIG C. MONTGOMERY

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AutoCAD SHX Text NOTES: 1. CASING PIPE TO BE INSTALLED CASING PIPE TO BE INSTALLED VIA MICROTUNNEL METHODOLOGY. SEE SPECIFICATIONS.

AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/28/2022 9:02:15 AM

AutoCAD SHX Text XREFs: [MVTP0000, CDMS_2234, CWP001ST, AWZ000PS - Floor Plan - 2D, MVTP0001, AWZ000EB - Floor Plan - 2D, CEP000SS, CEP000ST, MWP000IS, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C002PSSP.DWG

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-3

PUMP STATION

SITE GRADING AND DRAINAGE PLAN

SECTION 1

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C003PSGP.DWG

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CD-2

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NTS

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3.5' HIGH GRAVITY RETAINING WALL (PER FDOT INDEX 400-011)

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TOW 36.5 (EXCEPT WHERE OTHERWISE SHOWN)

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INV 31.25

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TOP OF 57 STONE

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57 STONE

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CLEAN FILL

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8" SLOTTED UNDERDRAIN PIPE

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MODIFIED TYPE II UNDERDRAIN PER FDOT INDEX 286

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COARSE AGGREGATE (WRAP IN TYPE D-3 FILTER FABRIC ALL AROUND)

AutoCAD SHX Text NOTES: 1. RIPRAP TO BE LIMESTONE ROCK (6 INCH TO 12 RIPRAP TO BE LIMESTONE ROCK (6 INCH TO 12 INCH AVERAGE DIMENSION) PLACED OVER A GEOTEXTILE FILTER FABRIC. RIPRAP DEPTH SHALL BE MINIMUM OF 12 INCHES. 2. SEGMENTED BLOCK RETAINING WALL SYSTEM SEGMENTED BLOCK RETAINING WALL SYSTEM SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION 548. PRODUCT SHALL BE INCLUDED ON FDOT'S APPROVED PRODUCT LIST. MANUFACTURER SHALL SUBMIT RETAINING WALL DESIGN CALCULATIONS. 3. INSTALL 8-FT SECTION OF GRAVITY RETAINING INSTALL 8-FT SECTION OF GRAVITY RETAINING WALL (CENTERED) AT TOP OF WALL EL. = 36.2

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OVERLAP FILTER FABRIC 12 INCHES MIN.

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EL. 34.1

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FIN. GRAD

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AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/28/2022 8:48:46 AM

AutoCAD SHX Text XREFs: [CDMS_2234, CEP000SS, CWP001ST, AWZ000PS - Floor Plan - 2D, MVTP0001, AWZ000EB - Floor Plan - 2D, MVTP0000, CEP000ST, MWP000IS, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C003PSGP.DWG

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-4

PUMP STATION SUCTION

PIPING PLAN

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MAY 2022

AutoCAD SHX Text 9247-221208

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C004PSWI.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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CRAIG C. MONTGOMERY

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PE NO. 45953

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DATE:

AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/29/2022 7:01:34 AM

AutoCAD SHX Text XREFs: [ESI_BpBuffer_2008-01-08 COMPOSITE, CDMS_2234, CEP000SS, CWP001ST, AWZ000PS - Floor Plan - 2D, MVTP0001, AWZ000EB - Floor Plan - 2D, MVTP0000, CEP000ST, MWP000IS, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C004PSWI.DWG

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-5

INTAKE AREA

GRADING PLAN

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1" = 10' HALF SIZE

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C005ISGP.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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CRAIG C. MONTGOMERY

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PE NO. 45953

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AutoCAD SHX Text NOTES: 1. RIPRAP SHALL BE LIMESTONE AGGREGATE RIPRAP SHALL BE LIMESTONE AGGREGATE (AVERAGE DIMENSION 6" TO 12") PLACED OVER GEOTEXTILE FILTER FABRIC TO A MINIMUM DEPTH OF 12 INCHES.

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AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/28/2022 9:16:14 AM

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

PLAN

C-6

INTAKE SITE PIPING PLAN

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MAY 2022

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C006ISPL.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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CRAIG C. MONTGOMERY

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AutoCAD SHX Text NOTES: 1. SEE ELECTRICAL SHEETS FOR LEVEL SEE ELECTRICAL SHEETS FOR LEVEL TRANSDUCER CONDUIT AND CABLE ROUTING TO PUMP STATION.

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AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/28/2022 9:30:39 AM

AutoCAD SHX Text XREFs: [CEP0000SS, CDMS_2234, MVTP0000, CWP001ST, MWP000IS, AWZ000PS - Floor Plan - 2D, AWZ000EB - Floor Plan - 2D, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C006ISPL.DWG

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-7

INTAKE STRUCTURE SECTIONS

SECTION 1

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MAY 2022

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C007ISST.DWG

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J. WILLIAMS

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C. SCOTT

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J. WITTIG

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B. WILLIAMS

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S. WOODS

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CRAIG G. MONTGOMERY

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AutoCAD SHX Text 1" = 5'-0"

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AutoCAD SHX Text NOTES: 1. PROVIDE STABILIZATION OF COMPACTED BACKFILLED PROVIDE STABILIZATION OF COMPACTED BACKFILLED 2:1 SLOPES FROM TOE OF SLOPE TO EL. 18.0 CONSISTING OF THE FOLLOWING: a. 18 INCH THICK RIPRAP GRADE D50>9 INCHES b. 6 INCH THICK #57 BEDDING STONE c. GEPTEXTILE MIRAFI 700 FW RO APPROVED EQUAL d. CONSTRUCT A 2 FOOT THICK BY 4 FOOT WIDE KEY AT TOE OF SLOPE

AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/29/2022 7:15:38 AM

AutoCAD SHX Text XREFs: [CDMS_2234, CEP000SS, CWP001ST, MVTP0000, MWP000IS, AWZ000PS - Floor Plan - 2D, AWZ000EB - Floor Plan - 2D, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C007ISST.DWG

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-8

PUMP STATION 24" SUCTION PIPING PROFILE

PROFILE

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MAY 2022

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C008PPSP.DWG

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C. MONTGOMERY

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D. AUST

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C. MONTGOMERY

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C. SCOTT

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S. WOODS

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CRAIG G. MONTGOMERY

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HORZ. 1" = 40' VERT. 1" = 5'

AutoCAD SHX Text NOTE: 1. REFERS TO 24" CARRIER PIPE CENTERLINE ELEVATION REFERS TO 24" CARRIER PIPE CENTERLINE ELEVATION

AutoCAD SHX Text Last saved by: SCOTTVC Time: 4/29/2022 7:34:19 AM

AutoCAD SHX Text XREFs: [CDMS_2234, CWP001ST, MVTP0000, AWZ000PS - Floor Plan - 2D, AWZ000EB - Floor Plan - 2D, MWP000IS, SWZ000IS] Images: [] pw:\\cdmsmith-az02-pw.bentley.com:PW_PL1\9247\221208_PHASE 2 INTAKE PS\04 Design Services NM_100%\02 Civil\10 CADD\06 Pump Station and Intake\C008PPSP.DWG

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

BLACK CREEK WATER RESOURCE

DEVELOPMENT PROJECT

INTAKE AND PUMP STATION

FL COA No. EB-0000020

4651 Salisbury Road, Suite 420 Jacksonville, FL 32256 Tel: (904) 731-7109

ISSUED FOR BID

C-9

PUMP STATION FENCING,

PRIVACY WALL AND LANDSCAPING PLAN

DETAIL A

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C009LSPL.DWG

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C. MONTGOMERY

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C. SCOTT

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C. MONTGOMERY

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J. WITTIG

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S. WOODS

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CRAIG C. MONTGOMERY

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AutoCAD SHX Text NOTES: 1. ALL PLANTS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE ALL PLANTS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. 2. ALL PLANTING BEDS SHALL HAVE 3 IN DEPTH SHREDDED CYPRESS MULCH. ALL PLANTING BEDS SHALL HAVE 3 IN DEPTH SHREDDED CYPRESS MULCH. 3. ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT, PADS, STRUCTURES, OR ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT, PADS, STRUCTURES, OR CRUSHED STONE SHALL RECEIVE 4 IN LAYER LOAM AND GRASS SEED UNLESS NOTED OTHERWISE. 4. PRECAST PRIVACY WALL SHALL BE PERMACAST PERMAWALL 1.0, OR EQUAL.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 30, 2024.