ITB202608_CDBG_Infrastructure_Improvement_Project__Plans.pdf
PDF 14 MB Posted
- Attached to
- Infrastructure Improvement Project
- Solicitation number
- ITB-2026-08 CDBG
- Issued by
- Santa Rosa County, Florida
About this file
This is a set of construction plans and specifications for the ITB-2026-08 CDBG Infrastructure Improvement Project prepared by KHA Civil Engineers, Inc. for the City of Milton, Florida. The project involves infrastructure improvements to three streets: Broad Street, Quinn Street, and Okaloosa Street in Santa Rosa. The plans include existing and proposed layouts, profiles, sections, and detailed specifications for street reconstruction work. The document comprises 24 sheets covering plan views, profile views, cross-sections, and construction details. A mandatory pre-bid conference and site visit is scheduled for 11:00 A.M. on Tuesday, July 21, 2026, at the City of Milton Council Chambers, 6738 Dixon Street, Milton, FL 32570. Sealed bids are being solicited for this infrastructure improvement project.
The construction specifications detail requirements for subgrade preparation, concrete placement (6 inches of 4,000 PSI concrete), and utility work including water main installation and testing procedures. The plans specify a contractor staging area on city property and include comprehensive erosion control details. Work specifications require 95 percent compaction of modified Proctor per ASTM D 1557 for the 8-inch subgrade with a minimum LBR of 40.0. Chlorination and bacteriological testing protocols are detailed per FDEP and AWWA standards, with specific requirements for dechlorination prior to water discharge. The project is funded through Community Development Block Grant (CDBG) resources and encompasses multiple street segments requiring coordination with Hillsborough Neighborhood Water Supply (HNWS) for water main connections and testing.
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PROJECT LOCATIONS
PROJECT LOCATIONS
CONTRACTOR
STAGING AREA ON
CITY PROPERTY
FL
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RELEASE FOR BID C206
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RELEASE FOR BID C207
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RELEASE FOR BID C251
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RELEASE FOR BID C252
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RELEASE FOR BID C253
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RELEASE FOR BID C254
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RELEASE FOR BID C501
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S T.
RELEASE FOR BID C502
D
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AI
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95% OF THE MOD. PROCTOR PER ASTM D 1557
8" SUBGRADE COMPACTED TO A MIN. OF
LBR = 40.0
6" CONCRETE (4000 PSI)
R
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RELEASE FOR BID C503
U
TI
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24"
(FROM AWWA STANDARD C651-05, APPENDIX C)
CHEMICAL REQUIRED
73.0
2.9 1.4
14.6
(Na SO )
NOTES :
62.5 12.58.3
41.7
1.7 0.8
2.5 1.2
(NaHSO )(SO )2 3
60.0 12.0 2.4 1.2
(Na S O 5H O)32 2 2
3 2 (C O H )
104.0 20.9
2.1 4.2
66 8
* USER SHOULD CONFIRM REQUIRED DOSAGE WITH CHEMICAL SUPPLIER.
THE CONTRACTOR IS NOT TO DISCHARGE ANY SUPERCHLORINATED WATER ONTO
THE GROUND, STORM DRAIN, DITCH, STREAM, POND OR WATERWAY IN ACCORDANCE
WITH RULE 62-302.530 F.A.C.
SUPERCHLORINATED WATER SHALL BE DECHLORINATED TO A CHLORINE RESIDUAL
OF 0.01 PPM OR LESS PRIOR TO DISCHARGE TO ANY SURFACE WATER OR GROUND.
DECHLORINATION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651,
APPENDIX C (ABOVE). THE MEANS AND METHODS OF DECHLORINATION SHALL BE
SUBJECT TO REVIEW BY THE ENGINEER.
DISCHARGE OF SUPERCHLORINATED WATER TO A SANITARY SEWER SHALL BE
SUBJECT TO APPROVAL OF THE OWNER OF THE SANITARY SEWER COLLECTION
SYSTEM AND RECEIVING WASTEWATER TREATMENT PLANT.
RESIDUAL
CHLORINE
CONCENTRATION
SULFUR
DIOXIDE
SODIUM
BISULFATE
SODIUM
SULFATE
SODIUM
THIOSULFATE
ASCORBIC
ACID *
AMOUNTS OF CHEMICALS REQUIRED TO NEUTRALIZE VARIOUS RESIDUAL
CHLORINE CONCENTRATIONS IN 100,000 GAL. OF WATER
NOTES:
1. NEW PIPE SHALL BE CAPPED OR PLUGGED FOR PRESSURE TEST. ONCE TEST IS
SATISFACTORILY COMPLETED NEW MAIN IS TO BE CONNECTED TO EXISTING MAIN IN
A MANNER ACCEPTABLE TO HNWS.
2. THE CONTRACTOR SHALL FLUSH THE NEW LINE PRIOR TO STARTING THE
CHLORINATION PROCEDURE. ALL FLUSHING SHALL BE DONE THROUGH THE BYPASS
WITH ALL HYDRANTS AND SERVICE LINES OPEN. HNWS INSPECTOR SHALL BE THE
ONLY PERSON ALLOWED TO OPERATE THE BYPASS CONNECTION VALVE AND SHALL BE
PRESENT DURING FLUSHING OPERATION. ONCE FLUSHING IS COMPLETE THE
INSPECTOR SHALL CLOSE THE VALVE.
3. ONCE SATISFACTORY BACTERIOLOGICAL SAMPLES ARE OBTAINED THE CONTRACTOR
SHALL CLOSE BOTH CORPORATION STOPS AND REMOVE SERVICE TUBING, PUMP AND
BACK FLOW PREVENTER; CAP CORPORATION STOPS WITH BRASS CAPS.
4. CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY
FOR FILLING, CHLORINATING AND TESTING PROCEDURES. CONTRACTOR SHALL
PROVIDE SAMPLING TAPS AT THOSE LOCATIONS WHICH ADHERE TO FDEP AND AWWA
TESTING REQUIREMENTS. CONTRACTOR SHALL COLLECT TEST SAMPLES. CONTRACTOR
IS RESPONSIBLE FOR PROPER DISPOSAL OF CHLORINATED WATER.
5. IF 20' STUB OUT IS NOT PRESENT, SPECIAL ARRANGEMENTS WILL HAVE TO BE MADE
TO DEPRESSURIZE THE EXISTING MAIN TO MAKE CONNECTION TO THE EXISTING
VALVE.
NOTES:
1. NEW PIPE SHALL BE CAPPED OR PLUGGED FOR PRESSURE TEST. ONCE TEST IS
SATISFACTORILY COMPLETED NEW MAIN IS TO BE CONNECTED TO TAPPING
VALVE. TAPPING VALVE IS TO REMAIN CLOSED.
2. THE CONTRACTOR SHALL FLUSH THE NEW LINE PRIOR TO STARTING THE
CHLORINATION PROCEDURE. ALL FLUSHING SHALL BE DONE THROUGH THE
BYPASS WITH ALL HYDRANTS AND SERVICE LINES OPEN. HNWS INSPECTOR
SHALL BE THE ONLY PERSON ALLOWED TO OPERATE THE BYPASS
CONNECTION VALVE AND SHALL BE PRESENT DURING FLUSHING OPERATION.
ONCE FLUSHING IS COMPLETE THE INSPECTOR SHALL CLOSE THE VALVE.
3. ONCE SATISFACTORY BACTERIOLOGICAL SAMPLES ARE OBTAINED THE
CONTRACTOR SHALL CLOSE BOTH CORPORATION STOPS AND REMOVE
SERVICE TUBING, PUMP AND BACK FLOW PREVENTER; CAP CORPORATION
STOPS WITH BRASS CAPS.
4. CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR
NECESSARY FOR FILLING, CHLORINATING AND TESTING PROCEDURES.
CONTRACTOR SHALL PROVIDE SAMPLING TAPS AT THOSE LOCATIONS WHICH
ADHERE TO FDEP AND AWWA TESTING REQUIREMENTS. CONTRACTOR SHALL
COLLECT TEST SAMPLES. CONTRACTOR IS RESPONSIBLE FOR PROPER
DISPOSAL OF CHLORINATED WATER.
6" 6"
UPPER PORTION VALVE BOX
LOWER PORTION VALVE BOX
VALVE NUT; MUST BE
ACCESSIBLE AFTER ADJUSTMENT.
COMPACTED
SOIL/ROAD BASE
5,000 PSI HIGH EARLY
POURED-IN-PLACE
CEMENT; TRAFFIC READY
IN 6-12 HOURS
EXISTING VALVE BOX OR REPLACE WITH
SLIP TYPE VALVE BOX, SIGMA VB-461A
OR APPROVED EQUAL
COMPACTED
SOIL/ROAD BASE
HAND TROWEL MINIMUM 3/8"
HYDRAULIC CEMENT GROUT LAYER
BETWEEN ALL LAYERS, UNDER FRAME,
& ON INTERIOR SURFACES AS SHOWN
BRICKS OR CONCRETE "DONUTS"
18"
(TYP.)
EXISTING RISER
5,000 PSI HIGH EARLY
POURED-IN-PLACE CEMENT:
TRAFFIC READY IN 6-12 HOURS
U.S.FOUNDRY 170E FRAME & 135# COVER IN
CITY & COUNTY ROADS; U.S. FOUNDRY 170BJ
FRAME &200# COVER MARDED SANITARY
SEWER IN FDOT ROADS.
R
ID
A
BA DC FE HG
BA DC FE HG
N . 9
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A
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AN
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OK
AL
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SA
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RELEASE FOR BID C601
ER
OS
IO
N
CO
NT
RO
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LS
| Sheets and Views |
| C001 COVER SHEET |
| C002 GENERAL NOTES AND LEGEND |
| C003 PLAN KEY |
| C101 EXISTING LAYOUT - QUINN ST. |
| C102 EXISTING LAYOUT - BROAD ST. |
| C103W EXISTING LAYOUT AND PROFILE - BROAD ST. WEST |
| C103E EXISTING LAYOUT AND PROFILE - BROAD ST. EAST |
| C104W EXISTING LAYOUT AND PROFILE - BROAD ST. WEST |
| C104E EXISTING LAYOUT AND PROFILE - BROAD ST. EAST |
| C105 EXISTING LAYOUT - BROAD ST. |
| C106 EXISTING LAYOUT - OKALOOSA ST. |
| C107 EXISTING LAYOUT - OKALOOSA ST. |
| C201 PROPOSED PLAN - QUINN ST. |
| C202 PROPOSED PLAN - BROAD ST. |
| C203W PROPOSED PLAN AND PROFILE - BROAD ST. WEST |
| C203E PROPOSED PLAN AND PROFILE - BROAD ST. EAST |
| C204W PROPOSED PLAN AND PROFILE - BROAD ST. WEST |
| C204E PROPOSED PLAN AND PROFILE - BROAD ST. EAST |
| C205 PROPOSED PLAN - BROAD ST. |
| C206 PROPOSED PLAN - OKALOOSA ST. |
| C207 PROPOSED PLAN - OKALOOSA ST. |
| C251 SECTIONS - BROAD ST. |
| C252 SECTIONS - BROAD ST. |
| C253 SECTIONS - BROAD ST. |
| C254 SECTIONS - BROAD ST. |
| C501 DETAILS |
| C502 DETAILS |
| C503 DETAILS |
| C601 EROSION CONTROL DETAILS |
| 2025-06-16T09:28:15-0500 | |
| Kenneth C Horne |
File details come from the government source that posted it. Updated .