4-CURRENT-IFB_DRAWINGS-August_2026-SS-S_P.pdf

PDF 7 MB Posted Sep 30, 2026

Attached to: Madura Five Storm Water Lift Station Rehabilitation Equipment
Solicitation number: 26-063
Issued by: Santa Rosa County, Florida

About this file

Written by GovTribe AI · Oct 12, 2026

This document consists of project drawings and specifications for the Madura Five Storm Water Lift Station Rehabilitation, a capital improvement project undertaken by Santa Rosa County, Florida, located in Gulf Breeze, Florida at 4154 Madura Five. The project scope includes the complete rehabilitation of an existing storm water lift station featuring the demolition of existing pumps, piping, platforms, and electrical components, followed by installation of new equipment including three triplex pumps, new 316 stainless steel piping and valves, a new galvanized steel platform with foundations and access ladder, and a comprehensive electrical system. The design was prepared by Mott MacDonald, a professional engineering firm licensed in Florida, and includes detailed plans across multiple sheets covering general notes, site layout, demolition procedures, pump station configuration, structural details, and electrical systems. The project requires contractor-supplied bypass pumping capabilities during construction to maintain lift station operations, with bypass pumps, fuel tanks, and containment vessels to be placed within Santa Rosa County-owned easement property. Contractors must provide 24/7 monitoring and maintenance of bypass systems and coordinate all construction activities with county personnel, including a mandatory pre-bid meeting scheduled for October 15, 2026, with bid submissions due by 10:00 a.m. on November 6, 2026, through the Santa Rosa County Procurement Portal.

The project requires strict adherence to Florida Department of Environmental Protection regulations, Santa Rosa County engineering standards, and National Electrical Code requirements for Class I Group D Division 1 hazardous locations. All interior wet well piping must be Schedule 40 316 stainless steel with welded flanges, and existing exposed piping must be sandblasted and coated to SSPC-SP 10 standards. The electrical service is specified at 480Y/277VAC, 3-phase, 4-wire, with 200-amp capacity from Florida Power & Light utility service. Owner-furnished equipment includes pump base elbows, guide rails, pump power cables, control panels, and instrumentation, which the contractor must install and coordinate upon delivery. The contractor bears full responsibility for utility locating, site security, erosion control, traffic maintenance, protection of adjacent properties, material storage security, and restoration of the vacant adjacent lot used for construction logistics to pre-construction conditions. Site work must comply with FEMA flood elevation AE 7.0 per the current flood map, and the contractor must provide as-built drawings and maintain a superintendent on-site for the full duration of construction.

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File	Type	Posted
Madura_Five_Storm_Water_Lift_Station_Rehabilitation_Equipment_(Addendum_#1_Revision).pdf	PDF	Oct 11, 2026
3-CURRENT-Specifications-Bid_Package_No._1_Equipment_Material_Procurement-August_2026_P.pdf	PDF	Sep 30, 2026

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PROJECT LOCATION

SANTA ROSA SOUND

PROJECT LOCATION

TO I-10 / MILTON

TO NAVARRE

TO PENSACOLA

M O

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M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

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an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

D on al d wa s co m m is si on ed . M ot t M ac D on al d ac ce pt s no re sp on si bi lit y fo r t hi s do cu m en t t o an y pa rty o th er th an th e pe rs on o r e nt ity b y wh om it w as c om m is si on ed

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COVER SHEET

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BOARD OF

COUNTY COMMISSIONERS

DISTRICT 1

BOBBY BURKETT

DISTRICT 2

KERRY SMITH

DISTRICT 3

RHETT ROWELL

DISTRICT 4

RAY EDDINGTON-VICE-CHAIRMAN

DISTRICT 5

COLTEN WRIGHT-CHAIRMAN

MADURA FIVE STORM WATER LIFT STATION

REHABILITATION

SANTA ROSA COUNTY, FLORIDA

GULF BREEZE, FLORIDA

AUGUST 2026

502100708-012

MOTT

MACDONALD

220 West Garden Street, Suite 700 Pensacola, Florida 32502 Telephone: (850) 484-6011

MOTT MACDONALD FLORIDA LLC

Architects Engineers Surveyors

AA - C000035 EB - 0000155 LB - 0006783

M M

VICINITY MAP

INDEX OF DRAWINGS

GENERAL SHEETS

G0.0 COVER SHEET

G1.0 GENERAL NOTES

G1.1 OVERALL SITE LAYOUT

DEMOLITION SHEETS

D1.0 PUMP STATION DEMO PLANS

D2.0 DEMOLITION PHOTOS

PROCESS SHEETS

PS1.0 PUMP STATION LAYOUT

PS1.1 PUMP STATION SECTIONS

STRUCTURAL SHEETS

S1 PLATFORM PLAN, ELEVATIONS, AND SECTIONS

ELECTRICAL SHEETS

E0.1 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES

E0.2 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES

E1.1 ONE- LINE DIAGRAM

E1.2 ELECTRICAL SITE PLAN

E1.3 ELECTRICAL SCHEDULES

E1.4 ELECTRICAL DETAILS

E1.5 ELECTRICAL DETAILS

E1.6 ELECTRICAL DETAILS

E1.7 ELECTRICAL DETAILS

E1.8 ELECTRICAL DETAILS

INSTRUMENTATION SHEETS

I0.1 INSTRUMENT. LEGEND, ABBREVIATIONS & NOTES

I0.2 INSTRUMENT. LEGEND, ABBREVIATIONS & NOTES

I1.1 CONTROL SCHEMATIC

I1.2 CONTROL SCHEMATIC

I1.3 CONTROL SCHEMATIC

I1.3A CONTROL SCHEMATIC

I1.4 CONTROL SCHEMATIC

I1.5 CONTROL SCHEMATIC

I1.6 CONTROL SCHEMATIC

I1.7 P & ID TRIPLEX PUMP STATION

I1.8 CONTROL BLOCK DIAGRAM

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED ON THE

ELECTRONIC DOCUMENTS.

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH

RULE 61G15.23.004, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED ON THE

ELECTRONIC DOCUMENTS.

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH

RULE 61G15.23.004, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED ON THE

ELECTRONIC DOCUMENTS.

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH

RULE 61G15.23.004, F.A.C.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

SHEET NUMBERS:

G0.0, G1.0, G1.1, D1.0, D2.0, PS1.0, PS 1.1

SHEET NUMBERS:

E0.1, E0.2, E1.1, E1.2, E1.3, E1.4, E1.5, E1.6, E1.7, E1.8 I0.1, I0.2, I1.1, I, I1.2, I1.3, I1.3A, I1.4, I1.5, I1.6, I1.7, I1.8

SHEET NUMBERS:

E R

C R

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Pe ns ac ol a, F lo rid a

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En gi ne er s

Su rv ey or s

M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

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GENERAL

NOTES

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GENERAL NOTES

1. THE CONTRACTOR WILL STAKE THE LIMITS OF CONSTRUCTION, EQUIPMENT

STORAGE AND MATERIAL STORAGE PRIOR TO CONSTRUCTION, AND WILL NOT

PERFORM ANY CONSTRUCTION ACTIVITIES OUTSIDE THE STAKED LIMITS OF THE

CONSTRUCTION, EQUIPMENT STORAGE AND MATERIAL STORAGE.

2. AT THE PRE CONSTRUCTION MEETING THE CONTRACTOR SHALL DESIGNATE A

REPRESENTATIVE WHO SHALL BE CAPABLE OF BEING REACHED 24 HOURS A DAY,

7 DAYS A WEEK.

3. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT ON SITE EACH DAY OF

CONSTRUCTION FOR THE FULL DAY OF CONSTRUCTION FOR THE FULL DURATION

OF THE PROJECT.

4. PRIOR TO INITIATING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE A

CONSTRUCTION SCHEDULE TO THE OWNER IN COMPLIANCE WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE OWNER WILL RELY UPON

THE CONTRACTORS SCHEDULE FOR NOTIFICATIONS AS REQUIRED BY PERMIT

CONDITIONS. THE OWNER WILL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION

COMMENCEMENT NOTIFICATION AND FINAL "AS-BUILT" CERTIFICATIONS TO THE

PERMIT AGENCIES.

5. ALL STORM WATER DISTRIBUTION COLLECTION SYSTEM CONSTRUCTION SHALL BE

PERFORMED IN ACCORDANCE WITH F.D.E.P. REGULATIONS AND SANTA ROSA

COUNTY ENGINEERING AND PUBLIC WORK STANDARDS.

6. UPON COMPLETION OF CONSTRUCTION AND BEFORE FINAL INSPECTION, THE

CONTRACTOR SHALL TURN OVER TO THE ENGINEER A SET OF "AS-BUILT"

DRAWINGS SHOWING FIELD CHANGES AND ACTUAL INSTALLED CONDITIONS.

EROSION CONTROL NOTES

1. EROSION AND SEDIMENTATION CONTROLS SHALL BE PLACED PRIOR TO

MOBILIZATION OF EQUIPMENT, MATERIALS, DEMOLITION, EXCAVATION AND

CONSTRUCTION. THESE DEVICES SHALL BE MAINTAINED DURING THE ENTIRE

DURATION OF CONSTRUCTION.

2. CONTRACTOR SHALL CONDUCT SITE OPERATIONS IN A MANNER THAT DOES NOT

CAUSE OR ALLOW OFFSITE TRANSPORT OF SEDIMENT.

3. CONTRACTOR SHALL PERFORM CLEARING, EXCAVATION, AND EMBANKMENT

OPERATIONS IN A MANNER THAT PREVENTS EROSION AND SEDIMENT TRANSPORT,

WHETHER BY PHASING CONSTRUCTION AND/OR STRUCTURAL METHODS.

4. WHERE STRAW BALE, SYNTHETIC BALE, OR WATTLE BARRIERS ARE USED,

CONTRACTOR SHALL TIGHTLY ABUT AND CHINK BETWEEN BALES/WATTLES WITH

LOOSE STRAW AND SHALL EMBED BALES/WATTLES INTO THE SOIL TO ENSURE

THAT STORM RUNOFF DOES NOT BYPASS THE BARRIER.

5. CONTRACTOR SHALL INSPECT THE SEDIMENT CONTROL MEASURES AT LEAST

ONCE A WEEK AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE.

6. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY SEDIMENT CONTROL

MEASURE THAT IS RENDERED DAMAGED OR INEFFECTIVE BY NORMAL USE OR

EXTREME RAINFALL EVENTS.

7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE

CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,

IRRIGATION, OR OTHER ACCEPTABLE METHODS.

8. CONTRACTOR SHALL SOD, GRASS, LANDSCAPE, OR OTHERWISE STABILIZE ALL

DISTURBED AREAS AS SOON AS PRACTICAL FOLLOWING GRADING OPERATIONS.

UTILITY NOTES

1. THE CONTRACTOR SHALL FOLLOW SANTA ROSA COUNTY ENGINEERING AND

PUBLIC WORKS STANDARDS AND THE TECHNICAL SPECIFICATIONS FOR THIS

PROJECT.

2. PRESSURE PIPES SHALL BE RESTRAINED. CONTRACTOR MAY PROVIDE THRUST

BLOCKS IN ADDITION TO RESTRAINED JOINTS AT HIS OPTION.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND LOCATE ALL UTILITIES

THAT ARE IN THE VICINITY OF THE PROJECT PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITIES AND PROVIDE FOR PROTECTION OF EXISTING

UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY SUNSHINE

ONE, CALL (1-800-432-4770), 48 HOURS PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

4. THE CONTRACTOR IS ADVISED THAT EXISTING OVERHEAD AND UNDERGROUND

UTILITIES SUCH AS (BUT NOT LIMITED TO) ELECTRICAL LINES AND POLES,

FIBEROPTIC LINES, TELEPHONE CABLES, TELEVISION/INTERNET CABLES, GAS

LINES, WATER LINES, STORM SEWER LINES, AND SANITARY SEWERS MAY EXIST

IN THE CONSTRUCTION LIMITS WHERE THE PROPOSED IMPROVEMENTS ARE

REQUIRED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING &

PROTECTING EXISTING UTILITIES DURING THE PERFORMANCE OF WORK TO BE

INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL VERIFY THE

LOCATIONS OF ALL UTILITIES, PROBE OR EXPOSE THEM BY HAND EXCAVATION,

AND FOLLOW ALL APPLICABLE OSHA REGULATIONS AT NO COST TO THE OWNER.

FAILURE OF THE PLANS TO SHOW THE EXISTENCE OF ANY UNDERGROUND

UTILITIES, STRUCTURES, ETC., SHALL NOT RELIEVE THE CONTRACTOR FROM

THE RESPONSIBILITY OF LOCATING, PRESERVING, AND PROTECTING THESE

FEATURES.

5. UTILITIES ARE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION.

NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS

AND SHALL BE PERFORMED TO THE SATISFACTION OF UTILITY OWNERS.

6. THE CONTRACTOR SHALL NOTIFY SUNSHINE 811, TWO (2) FULL BUSINESS DAYS IN

ADVANCE OF ANY DIGGING RELATED TO THIS PROJECT AND ADHERE TO THE

CURRENT 811 PROCESS.

7. UTILITIES LABELED TO BE RELOCATED OR ADJUSTED BY OTHERS SHALL BE

COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE UTILITIES AS

REQUIRED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE UTILITY

OWNERS 10 DAYS IN ADVANCE OF INTENT TO START WORK IN A SPECIFIC AREA.

8. ALL CABLE DAMAGE MUST BE REPORTED TO THE AT&T FLORIDA REPAIR SERVICE

DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING A CELL

PHONE.

9. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE EXECUTION OF WORK UNDER

THIS CONTRACT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE OWNER OR ENGINEER OR INCREASE TO CONTRACT TIME. THE

COUNTY DOES NOT ASSUME OR IMPLY ANY LIABILITY FOR THE LOCATION,

PROTECTION, AND/OR REPAIR OF ANY EXISTING UTILITIES THAT MAY OCCUPY

JOINT RIGHT-OF-WAY OR OTHERWISE CONFLICT WITH THE CONSTRUCTION OF

THE WORK TO BE INSTALLED UNDER THIS CONTRACT.

10. THERE SHALL BE NO DIRECT PAYMENT FOR LOCATING, EXPOSING, AND BRACING

EXISTING UTILITY LINES WHERE REQUIRED. THE CONTRACTOR SHALL EXERCISE

CAUTION WHEN EXCAVATING NEAR UTILITIES.

11. THE COUNTY DISCLAIMS ANY RESPONSIBILITY FOR THE SUPPORT & PROTECTION

OF SEWERS, DRAINS, WATER PIPES, GAS PIPES, CONDUITS OF ANY KIND,

UTILITIES OR OTHER STRUCTURES OWNED BY THE COUNTY, STATE OR BY

PRIVATE OR PUBLIC UTILITIES LEGALLY OCCUPYING ANY STREET, ALLEY, PUBLIC

PLACE OR RIGHT-OF-WAY.

12. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF

OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ACCEPTABLE MEANS

AND METHODS, AS NECESSARY TO PLACE AND COMPLETELY BACKFILL TO

FINISHED GRADE IN A WATER FREE EXCAVATION. IF REQUIRED, THE MEANS AND

METHODS OF DE-WATERING ANY EXCAVATION SHALL COMPLY WITH ALL

REGULATORY REQUIREMENTS FOR TEMPORARY DIVERSION OF GROUNDWATER

AND ITS DISCHARGE (INCLUDING FDEP CHAPTER 62-621).

TRAFFIC CONTROL NOTES:

1. THE CONTRACTOR SHALL NOT ALLOW CONSTRUCTION TRAFFIC TO ADVERSELY

IMPACT ROADS BY VEHICULAR TRAFFIC, CREATING OR DEPOSITING

DUST/DIRT/ROCKS OR OTHER MATERIALS NOR BY CREATING ANY HAZARD. THE

CONTRACTOR SHALL IMMEDIATELY RECTIFY ANY ADVERSE CONDITIONS ON OR

NEAR ROADWAYS OR ADJACENT PROPERTIES INCLUDING BUT NOT LIMITED TO

PROVIDING MAINTENANCE OF TRAFFIC, REMOVING AND LAWFULLY DISPOSING

OF DEPOSITED/SPILLED/WASTE MATERIALS, AND REPAIRING ANY DAMAGE

CAUSED BY HIS ACTIONS.

2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION ON ALL

STATE, COUNTY, AND PRIVATE ROADS IN ACCORDANCE WITH SANTA ROSA

COUNTY AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, AND WITH ALL PERMIT REQUIREMENTS.

3. ALL SIGNS, BARRICADES, MARKERS, TRAFFIC CONTROL AND WARNING

DEVICES, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD AT NO

ADDITIONAL COST TO THE COUNTY.

4. EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND

PROPERTY OWNERS DURING ALL STAGES OF CONSTRUCTION. THE

CONTRACTOR SHALL MAINTAIN THROUGH TRAFFIC ON EXISTING STREETS AT

ALL TIMES.

5. NO MATERIAL OR EQUIPMENT STAGING OR STORAGE WILL BE ALLOWED WITHIN

THE ROAD.

6. TEMPORARY CLOSURE OF THE CUL-DE-SAC WILL NOT BE ALLOWED.

7. MAINTENANCE OF TRAFFIC PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY

TO PROVIDE A SAFE WORK ZONE AND SHOULD INCLUDE ALL NECESSARY

ITEMS REQUIRED FOR TRAFFIC CONTROL. THE MAINTENANCE OF TRAFFIC

PAY ITEM SHALL REQUIRE ALL ITEMS NECESSARY TO SECURE THE

CONSTRUCTION SITE FROM THE PUBLIC USE INCLUDING 6' CHAIN-LINK

AROUND, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES. CONTRACTOR

TO KEEP AND MAINTAIN A CLEAR ROADWAY AT ALL TIMES.

PROTECTION OF THE EXISTING SITE, ROADWAYS AND ADJACENT RESIDENCES.

1. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY AND PROTECTION OF

THE CONSTRUCTION SITE AGAINST UNAUTHORIZED PEDESTRIAN AND

VEHICULAR ACCESS AND SHALL REPAIR ANY DAMAGE TO THE SATISFACTION

OF THE OWNER AND AT NO EXPENSE TO THE OWNER OR ENGINEER.

2. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE CONSTRUCTION

SITE DUE TO UNAUTHORIZED PEDESTRIAN AND VEHICULAR ACCESS AND SHALL

REPAIR ANY DAMAGE TO THE SATISFACTION OF THE OWNER AND AT NO

EXPENSE TO THE OWNER OR ENGINEER.

3. CONTRACTOR SHALL REPAIR THE CONSTRUCTION SITE TO SANTA ROSA

COUNTY'S SATISFACTION DUE TO THE UNAUTHORIZED PEDESTRIAN AND

VEHICULAR ACCESS AT THE CONTRACTOR'S OWN EXPENSE.

4. BEFORE MATERIAL LOGISTICIS, EQUIPMENT LOGISTICIS, AND CONSTRUCTION

ACTIVITIES ARE COMPLETED, THE CONTRACTOR SHALL INTALL SIX (6) FEET

TALL CHAIN LINK FENCING WITH FULL HEIGHT TARPS SECURED TO THE

GROUND ALL THE WAY AROUND THE STORED MATERIAL, EQUIPMENT AND

CONSTRUCTION SITE.

5. PROVIDE GATES IN THE REQUIRED SIZES AND LOCATIONS IN THE PERIMETER

FENCING NECCESSARY TO ACCOMODATE DELVERY VEHICLES AND OTHER

CONSTRUCTION OPERATIONS.

6. MAINTAIN PERIMETER SECURITY FENCING BY LIMITING THE NUMBER OF KEYS

AND RESTRICTING DISTRIBUTION TO AUTHORIZED PERSONNEL ONLY. PROVIDE

SANTA ROSA COUNTY PUBLIC WORKS ASSISTANT DIRECTOR, MR. ANDREW

HILL, ONE SET OF KEYS.

7. CONTRACTOR SHALL PROTECT THE EXISTING ROADWAYS DURING EQUIPMENT

AND MATERIAL DELIVERY, LOADING AND UNLOADING. ANY DAMAGE TO THE

ROADWAY SHALL BE REPAIRED TO SANTA COUNTY'S SATISFACTION AT THE

CONTRACTOR'S OWN EXPENSE.

8. CONTRACTOR SHALL PROTECT THE EXISTING LOT ADJACENT TO THE EXISTING

STORM WATER LIFT STATION AND SHALL REPAIR THE ADJACNET LOT TO ITS

EXISTING CONDITIONS AT THE CONCLUSION OF THE CONSTRUCTION PROCESS

AT NO EXPENSE TO THE OWNER OR ENGINEER.

PROTECTION OF THE STORED CONSTRUCTION MATERIALS & EQUIPMENT ONSITE

1. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY AND PROTECTION OF

THE STORED MATERIALS AND EQUIPMENT ONSITE AND SHALL REPLACE ANY

DAMAGED EQUIPMENT OR MATERIALS DAMAGED ONSITE TO THE SATISFACTION

OF THE OWNER AND AT NO EXPENSE TO THE OWNER OR ENGINEER.

2. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE CONSTRUCTION

MATERIALS AND EQUIPMENT ONSITE DUE TO UNAUTHORIZED PEDESTRIAN AND

VEHICULAR ACCESS AND SHALL REPAIR ANY DAMAGE TO THE SATISFACTION

OF THE OWNER AND AT NO EXPENSE TO THE OWNER OR ENGINEER.

3. BEFORE MATERIAL LOGISTICIS, EQUIPMENT LOGISTICIS, AND CONSTRUCTION

ACTIVITIES ARE COMPLETED, THE CONTRACTOR SHALL INTALL SIX (6) FEET

TALL CHAIN LINK FENCING WITH FULL HEIGHT TARPS SECURED TO THE

GROUND ALL THE WAY AROUND THE STORED MATERIAL, EQUIPMENT AND

CONSTRUCTION SITE.

5. PROVIDE GATES IN THE REQUIRED SIZES AND LOCATIONS IN THE PERIMETER

FENCING NECCESSARY TO ACCOMODATE DELVERY VEHICLES AND OTHER

CONSTRUCTION OPERATIONS.

6. MAINTAIN PERIMETER SECURITY FENCING BY LIMITING THE NUMBER OF KEYS

AND RESTRICTING DISTRIBUTION TO AUTHORIZED PERSONNEL ONLY. PROVIDE

SANTA ROSA COUNTY PUBLIC WORKS ASSISTANT DIRECTOR, MR. ANDREW

HILL, ONE SET OF KEYS.

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REPAIR OF THE EXISTING EMPTY LOT USED FOR CONSTRUCTION LOGISTICS

1. THE CONTRACTOR SHALL TAKE FIELD IMAGES OF THE EMPTY ADAJCENT LOT

LOCATED AT 4154 MADURA FIVE GULF BREEZE, FLORIDA BEFORE MOBILIZATION

AND CONSTRUCTION BEGINS AT THE SITE.

2. CONTRACTOR SHALL SUBMIT THE FIELD IMAGES OF THE EMPTY ADAJCENT LOT

LOCATED AT 4154 MADURA FIVE GULF BREEZE, FLORIDA TO SANTA ROSA COUNTY

AND MOTT MACDONALD FOR THEIR RECORDS.

3. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR THE

EMPTY ADJACENT LOT LOCATED AT 4154 MADURA FIVE GULF BREEZE, FLORIDA,

CONSTRUCTION SITE AROUND THE LIFT STATION AND NEW PLATFORM BACK TO

ITS PRE-CONSTRUCTION CONDITION.

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NOTE:

CONDUIT QUANTITIES SHOWN REPRESENT

DESIGN INTENT AND DO NOT REFLECT THE

ACTUAL NUMBER OF CONDUITS PRESENT.

CONTRACTOR SHALL REFER TO ELECTRICAL

PLANS FOR EXACT CONDUIT QUANTITIES

OWNER FURNISHED

CONTRACTOR INSTALLED (OFCI)

EXISTING LIFT STATION TO REMAIN

EXISTING ALUMINUM PLATFORM

TO BE DEMOLISHED

EXISTING VALVE BOX TO REMAIN

EXISTING TRANSFORMER

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EXIST. WITNESS LINE

EXIST. PROPERTY LINE

LIN

EXIST. PROPERTY LINE

NEW PLATFORM AND NEW FOUNDATION

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NEW BYPASS PUMP

NEW BYPASS PUMP FUEL TANK

AND FUEL TANK CONTAINMENT VESSEL

INFLUENT POINT FOR LIFT

STATION BYPASS

STORM WATER INLET - INFLUENT POINT FOR LIFT

STATION BYPASS - STORM WATER LIFT STATION

NEW ACCESS LADDER

NEW ELECTRICAL PANEL DOORS TO

FACE AND OPEN NORTH

EXISTING PROPERTY CONFIGURATION:

1. THE CURRENT LAYOUT ILLUSTRATES THE CURRENT PROPERTY CONFIGURATION FOR THE

EMPTY LOT ADJACENT TO THE STORM WATER LIFT STATION.

2. CONTRACTOR SHALL PLACE ALL OF THE BYPASS PUMPS AND BYPASS PUMPS FUEL TANKS IN

THE PROPERTY LINE OWNED BY SANTA ROSA COUNTY.

3. NONE OF THE CONSTRUCTION LIMITS SHALL EXTEND BEYOND THE VACANT PROPERTY LIMITS

OWNED BY SANTA ROSA COUNTY.

4. CONTRACTOR SHALL COMPLETE AN AS-BUILT SURVEY AT THE CONCLUSION OF THE PROJECT

INCLUDING PROPERTY LINE LIMITS, EXISTING CONSTRUC

7' - 0" FROM PROPERTY LINE TO EDGE OF FDN

LEGEND:

EASEMENT BOUNDARY

PROPERTY LINE

WITNESS LINE

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D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

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OVERALL SITE

LAYOUT

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TRUE

NORTH

PROJECT

NORTH

SCALE: 1" = 10'-0"

OVERALL SITE PLAN

0'5'10' 10' 20'

BYPASS PUMP NOTES:

1. CONTRACTOR SHALL SUPPLY BYPASS PUMPS, FUEL TANKS, CONTAINMENT

VESSELS FOR FUEL TANKS AND FUEL FOR BYPASSING THE MADURA FIVE

LIFT STATION.

2. BYPASS PUMPS SHALL HAVE ALARMS AND THE CONTRACTOR SHALL BE

NOTIFIED WHEN LOW FUEL LEVELS ARE REACHED.

3. THE CONTRACTOR SHALL INTALL SIX (6) FEET TALL CHAIN LINK FENCING

WITH FULL HEIGHT TARPS SECURED TO THE GROUND ALL THE WAY AROUND

THE BYPASS PUMP AND BYPASS PUMP FUEL TANKS.

4. CONTRACTOR SHALL IDENTIFY A REPRESENTATIVE RESPONSIBLE FOR

MONITORING AND MAINTAINING THE BYPASS PUMP SYSTEM 24 HOURS PER

DAY AND 7 DAYS PER WEEK.

5. CONTRACTOR SHALL PLACE THE BYPASS PUMP FUEL TANK IN A

CONTAINMENT VESSEL TO PREVENT FUEL SPILLAGE OR LEAKAGE.

6. BYPASS PUMPS SHALL SHALL HAVE A MUFFLER SYSTEM TO MINIMIZE THE

NOISE POLLUTION FOR THE SURROUNDING HOMES AND RESIDENTS.

7. BYPASS PUMPS, FUEL TANKS AND FUEL CONTAINMENT VESSELS SHALL BE

PLACED ON THE SITE IN THE AVAILABLE SPACE PROVIDED BY THE SANTA

ROSA COUNTY EASEMENT.

8. CONTRACTOR SHALL NOTIFY MOTT MACDONALD AND THE ASSISTANT

COUNTY PUBLIC WORKS DIRECTOR, ANDREW HILL, 72 HOURS BEFORE

TRANSITIONING THE STORM WATER LIFT STATION OVER TO BYPASS.

9. CONTRACTOR SHALL DE-ENERGIZE THE STATION, SHALL REMOVE THE

EXISTING GATE VALVE AND CHECK VALVE AND INSTALL A NEW DUCTILE IRON

ELBOW TO CONNECT THE BY PASS EFFLUENT LINES TO THE EFFLUENT LINES

OF THE STATION.

10. CONTRACTOR SHALL PLUG THE INFLUENT LINES COMING INTO THE

STATION AND SHALL PLACE INFLUENT LINES AT THE STORM WATER INLET

AND THE RETENTION POND NORTH OF THE EXISTING STORM WATER LIFT

STATION.

11. THE BYPASS PUMPING SHOWN IS THE MINIMUM BASIS OF DESIGN FOR

THE PROJECT. CONTRACTOR SHALL DETERMINE THE BYPASS PUMPING

FINAL REQUIREMENTS FOR REHABILITATION OF THE STORM WATER LIFT

STATION. THE BYPASS PUMPS AND FUEL TANK MUIST STAY WITHIN

PROPERTY LINE OWNED BY SANTA ROSA COUNTY.

Y C.

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3.0

, F .A

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C R

REMOVE ALL COMPONENTS INSIDE

THE LIFT STATION TO THE 90 DEGREE

FLANGE TO THE PUMP BASES

DEMOLITION THE FILLET AROUND THE BOTTOM OF

THE LIF STATION. CARE SHOULD BE TAKEN NOT

TO DAMAGE THE EXISTING WET WELL BASE

EXISTING PIPING OUTSIDE

THE WET WELL SHALL REMAIN

EXISTING GATE VALVE TO BE DEMOLISHED

AND DISPOSED OF IN A FLORIDA APPROVED

DISPOSAL FACILITY

EXISTING 10" GATE VALVE TO DEMOLISHED

AND DISPOSED OF IN A FLORIDA APPROVED

DISPOSAL FACILITY

EXISTING EFFLUENT

PIPING TO REMAIN

EXIST WET WELL STRUCTURE TO REMAIN

EXIST VALVE VAULT TO REMAIN

ALL COMPONENTS FROM THE FLANGE ON THE PVC

PIPE INTO THE LIFT STATION SHALL BE DEMOLISHED

EXTERIOR FACE OF EXISTING LIFT STATION

INTERIOR FACE OF EXISTING LIFT STATION

NOTE: SRC HAS FIRST RIGHT OF REFUSAL FOR ALL PUMPS AND

ACCOMPYING EQUIPMENT. ONCE EQUIPMENT IS REMOVED FROM

THE STATION, CONTRACTOR SHALL COORDINATE WITH SANTA ROSA

COUNTY ASSISTANT PUBLIC WORKS DIRECTOR, ANDREW HILL, FOR

WHICH ITEMS ARE TO BE KEPT AND WHERE THESE ITEMS ARE TO BE

DELIVERED TO. CONTRACTOR IS STILL RESPONSIBLE FOR DISPOSAL

OF ALL ITEMS NOT RETAINED BY SANTA ROSA COUNTY,

EXIST. PLATFORM TO BE DEMOLISHED

AND DISPOSED OF IN AN APPROVED

FLORIDA APPROVED DISPOSAL FACILITY.

DEMOLISH ALL ELECTRICAL COMPONENTS

2'-0" ABOVE GRADE AND DISPOSE OF IN AN

APPROVED FLORIDA APPROVED DISPOSAL

FACILITY.

EXIST WET WELL STRUCTURE TO REMAIN

EXIST VALVE VAULT

STRUCTURE TO REMAIN

EXIST WET WELL STRUCTURE TO REMAIN

EXISTING CONDUIT SHALL

BE CAPPED AND SEALED.

EXISTING ELECTRICAL PANELS

SHALL BE REMOVED, HAULED AND

STORED AT A LOCATION IDENTIFIED

BY SANTA ROSA COUNTY.

NOTE: SRC HAS FIRST RIGHT OF REFUSAL FOR ALL PUMPS AND

ACCOMPYING EQUIPMENT. ONCE EQUIPMENT IS REMOVED FROM

THE STATION, CONTRACTOR SHALL COORDINATE WITH SANTA ROSA

COUNTY ASSISTANT PUBLIC WORKS DIRECTOR, ANDREW HILL, FOR

WHICH ITEMS ARE TO BE KEPT AND WHERE THESE ITEMS ARE TO BE

DELIVERED TO. CONTRACTOR IS STILL RESPONSIBLE FOR DISPOSAL

OF ALL ITEMS NOT RETAINED BY SANTA ROSA COUNTY,

M O

A C

D O

N A

W es t G ar de n

St re et Su ite

Pe ns ac ol a, F lo rid a

Te le ph on e:

) 4

-6

M O

Ar ch ite ct s

En gi ne er s

Su rv ey or s

M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

E D

F O

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8/ 4/

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PUMP STATION

DEMO PLANS

D1.0

LIT

A D

U R

G U

L F

B R

E E

Z E

, F

TRUE

NORTH

PROJECT

NORTH 0'1'2' 2' 4'

SCALE: 3/8" = 1'-0"

LOWER DEMOLITION PLAN

TRUE

NORTH

PROJECT

NORTH 0'1'2' 2' 4'

SCALE: 3/8" = 1'-0"

UPPER DEMOLITION PLAN

Y C.

. T

L B E

G1 5.2

3.0

, F .A

E R

C R

DEMOLISH AND DISPOSE OF ALL

EXISTING GUIDE RAILS INSIDE THE

EXISTING STORM WATER LIFT STATION

DEMOLISH AND DISPOSE OF EXISTING

PUMP 3 AND BASE ELBOW

DEMOLISH AND DISPOSE OF

EXISTING PUMP 2 AND BASE ELBOW

DEMOLISH AND DISPOSE OF

EXISTING PUMP 1 AND BASE ELBOW

DEMOLISH AND DIPOSE OF ALL EXISTING

VERTICAL PIPES TO THE FLANGES OF 90

DEGREE ELBOWS

ALL EXIST. ELECTRICAL COMPONENTS 2'-0" ABOVE GRADE TO BE DEMOLISHED

AND DISPOSED OF IN AN APPROVED FLORIDA DISPOSAL FACILITY. ALL EXISTING

CONDUIT SHALL BE CAPPED AND SEALED WITH HIGH STRENGTH NON-SHRINK CEMENTITIOUS GROUT w/ A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

EXIST. ELECTRICAL PANEL PLATFORM AND COMPONENTS TO BE DEMOLISHED

AND DISPOSED OF IN AN APPROVED FLORIDA DISPOSAL FACILITY

ALL EXIST. ELECTRICAL COMPONENTS 2'-0" ABOVE GRADE TO BE DEMOLISHED

AND DISPOSED OF IN AN APPROVED FLORIDA DISPOSAL FACILITY. ALL EXISTING PIPING

CONDUIT CUTOFF 2'-0" ABOVE GRADE SHALL BE CAPPED.

EXIST. ELECTRICAL PANEL PLATFORM TO BE DEMOLISHED AND DISPOSED OF

IN A FLORIDA APPROVED DISPOSAL FACILITY.

DEMOLISH AND DISPOSE OF ALL

EXISTING FRAMING

DEMOLISH AND DISPOSE OF ALL EXISTING ELECTRICAL

COMPONENTS INSIDE THE EXISTING STORM WATER

LIFT STATION

DEMOLISH AND DISPOSE OF ALL

COMPONENTS FROM THE 90 DEGREE

ELBOW FLANGE DOWN TO THE PUMP

BASES INSIDE THE EXISTING LIFT

STATION

EXIST. ELECTRICAL PANELS TO BE REMOVED FROM THE EXIST ELECTRICAL

PLATFORM, HAULED TO A DESIGNATION IDENTIFIED BY SANTA ROSA COUNTY

AND PLACED IN STORAGE AT THIS LOCATION.

NOTE: SRC HAS FIRST RIGHT OF REFUSAL FOR ALL PUMPS AND

ACCOMPYING EQUIPMENT. ONCE EQUIPMENT IS REMOVED FROM

THE STATION, CONTRACTOR SHALL COORDINATE WITH SANTA ROSA

COUNTY ASSISTANT PUBLIC WORKS DIRECTOR, ANDREW HILL, FOR

WHICH ITEMS ARE TO BE KEPT AND WHERE THESE ITEMS ARE TO BE

DELIVERED TO. CONTRACTOR IS STILL RESPONSIBLE FOR DISPOSAL

OF ALL ITEMS NOT RETAINED BY SANTA ROSA COUNTY,

M O

A C

D O

N A

W es t G ar de n

St re et Su ite

Pe ns ac ol a, F lo rid a

Te le ph on e:

) 4

-6

M O

Ar ch ite ct s

En gi ne er s

Su rv ey or s

M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

E D

F O

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8/ 4/

. R O

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DEMOLITION

PHOTOS

D2.0

LIT

A D

U R

G U

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B R

E E

Z E

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DEMOLITION PHOTOS

Y C.

. T

L B E

G1 5.2

3.0

, F .A

E R

C R

PS1.1

FASTEN PUMP DISCHARGE CONNECTION

TO THE EXIST. CONCRETE FLOOR WITH

316 STAINLESS STEEL DRILLED AND EXPOXY

THREADED RODS. USE HILTI RE-500 EOPXY.

PROVIDE MIN. 4" OF EMBEDMENT, 3"

PROJECTION AND FOLLOW PUMP

MANUFACTURER REQUIREMENTS FOR

THREADED ROD INSTALLATION.

BASIS OF DESIGN FOR PUMP THREADED RODS

SHALL BE 1" DIAMETER x 7" AND (4) 316 SS

THREADED RODS PER PUMP BASE

EXIST WET WELL STRUCTURE

INSTALL 316 STAINLESS STEEL 4" CHANNEL

SWAY BRACING AT 1/3 POINTS ALONG THE LENGTH

OF THE RISER PIPE. ATTACH BRACING TO RISER

PIPE WITH 316 STAINLESS STEEL U BOLTS.

NEW 90 DEGREE 316 STAINLESS STEEL

BENDS WITH FLANGES (TYP. ALL PUMPS)

EXIST VALVE VAULT TO REMAIN

NEW 10" COATED CHECK VALVE

NEW AIR AND VACUUM VALVE . CONTRACTOR RESPONSIBLE

FOR ANY AND ALL FITTINGS AND PIPING REQUIRED FOR INSTALLATION

CONTACTOR SHALL INSTALL ALL 316 SS BOLTS AND

316 SS APPURTENANCES TO HAVE A FULLY

OPERATIONAL PIPING AND PUMP SYSTEM

NEW 316 STAINLESS STEEL PUMP GUIDERAILS

PER MANUFACTURER REQUIREMENTS.

ALL PUMPS AND PUMP BASES ARE TO

DEMOLISHED AND REPLACED

NEW GALVANIZED STEEL PLATFORM, FOUNDATIONS

AND ACCESS LADDER, REFER TO STRUCTURAL

DRAWINGS

EXISTING EFFLUENT PIPING

TO REMAIN

EXISTING EFFLUENT PIPING TO REMAIN

NEW 10" COATED CHECK VALVE

ADD ALTERNATE:

PREP AND COAT THE INSIDE OF THE EXIST. LIFT

STATION. REFER TO THE INTERIOR STORM WATER LIFT

STATION COATING SPEC FOR COATING REQUIREMENTS.

PS1.1

EXIST WET WELL STRUCTURE TO REMAIN

EXIST VALVE VAULT TO REMAIN

NEW GALVANIZED STEEL PLATFORM,

FOUNDATIONS, AND ACCESS LADDER

REFER TO STRUCTURAL DRAWINGS

NEW ELECTRICAL PANELS, WIRING AND ALL REQUIRED

APPURTENANCES TO INSTALL A COMPLETE ELECTRICAL

SYSTEM FOR THE NEW LIFT STATION

EXIST WET WELL STRUCTURE LIDS TO REMAIN

EXIST VALVE VAULT LID TO REMAIN

GENERAL NOTES:

1. ALL INTERIOR WET WELL PIPING SHALL BE SCHEDULE 40 316 STAINLESS STEEL WITH WELDED FLANGES.

2. ALL EXISTING EXPOSED PIPING IN THE LIFT STATION, VALVE BOX AND ANY REMAINING VALVES SHALL BE SANDBLASTED AND SURFACE PREPPED TO A SSPC-SP

10 RATING AND THE FOLLOWING COATING APPLIED.

A) SHOP PRIMER - TNEMEC N140-1211 POTA-POX PLUS 6-8MILS

B) FIELD PRIMER - SAME

C) INTERMEDIATE - TNEMIC 66 EPOXOLINE, 3-5 MILS

D) FINISH - TNEMEC 1074U ENDURA-SHIELD II, 2-3 MILS

E) TOTAL DRY FILM THICKNESS: 11.0 TO 16.0 MILS; TOTAL COATS (3); COLOR SHALL BE GREEN

3. ALL BOLTS FOR FITTINGS SHALL BE 316 STAINLESS STEEL. THE THREADS SHALL BE COATED WITH ANTI-SEIZE COMPOUND.

4. PUMP ALIGNMENT IN SUMP MAY BE VARIED TO SUIT INSTALLATION AND SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

5. ALL BOLTS FOR FITTINGS SHALL BE 316 STAINLESS STEEL.

6. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH A COATING OF BITUMINOUS PAINT, ZINC CHROMATE, OR A SEPARATING LAYER OF AN

APPROVED MATERIAL.

7. VALVE SIZES SHALL BE THE SAME AS DISCHARGE PIPING.

8. ALL MISCELLANEOUS METAL IN WET WELL SHALL BE 316L STAINLESS STEEL.

9. GUIDE RAIL FOR FLOAT SWITCH (SEPARATE FROM PUMP GUIDE RAIL), IF REQUIRED, SHALL BE MOUNTED SUCH THAT IT SHALL NOT INTERFERE WITH OR NEED

TO BE REMOVED FOR PUMP REMOVAL.

10. EMERGENCY CONTACT SIGN: A SIGN MADE OF DURABLE WEATHER RESISTANT MATERIAL SHALL BE POSTED AT A LOCATION VISIBLE TO THE PUBLIC WITH A TELEPHONE NUMBER FOR A POINT OF CONTACT IN CASE OF AN EMERGENCY. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE OWNER

REGARDING THE PHONE NUMBER TO BE USED.

11. ANY NEW PIPE PENETRATIONS THROUGH THE WET WELL AND TOP SLAB SHALL BE SEALED WITH LINK-SEAL (EXCLUDING CONDUIT). CONDUIT SHALL BE SEALED

WITH NON-SHRINK GROUT.

12. THE CONTRACTOR SHALL WARRANT THAT THE COMPONENTS AND INSTALLATION THEREOF IS IN FULL COMPLIANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) REQUIREMENTS. AS SUCH, THE STATION MUST BE IN FULL COMPLIANCE WITH THE ITEMS LISTED BELOW WHICH

SHOULD NOT BE CONSIDERED TO INCLUDE ALL OF THE F.D.E.P. REQUIREMENTS.

13. ELECTRICAL SYSTEMS AND COMPONENTS (E.G.: MOTORS, LIGHTS, CABLES, CONDUITS, SWITCH BOXES, CONTROL CIRCUITS, ETC.) IN STORM SEWER LIFT STATIONS, OR IN ENCLOSED OR PARTIALLY ENCLOSED SPACES WHERE HAZARDOUS CONCENTRATIONS OF FLAMMABLE GASES OR VAPORS MAY BE PRESENT, SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE REQUIREMENTS FOR CLASS I GROUP D, DIVISION 1 LOCATIONS.

PUMP STATION NOTES

1. ELECTRICAL EQUIPMENT LOCATED IN WET WELLS SHALL BE SUITABLE FOR USE UNDER CORROSIVE CONDITIONS.

2. EACH FLEXIBLE CABLE SHALL BE PROVIDED WITH A WATERTIGHT SEAL AND SEPARATE STRAIN RELIEF.

3. A FUSED DISCONNECT OR MAIN BREAKER SWITCH LOCATED ABOVE GROUND SHALL BE PROVIDED FOR THE MAIN POWER FEED FOR ALL PUMP STATIONS.

4. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL MEET THE REQUIREMENTS OF WEATHERPROOF EQUIPMENT NEMA 4X.

5. A 110 VOLT POWER RECEPTACLE TO FACILITATE MAINTENANCE SHALL BE PROVIDED INSIDE THE CONTROL PANEL FOR PUMP STATIONS THAT HAVE CONTROL PANELS OUTDOORS AND GROUND FAULT INTERRUPTION PROTECTION SHALL BE PROVIDED FOR ALL OUTDOOR OUTLETS.

6. PUMP STATIONS SHALL BE PROTECTED FROM LIGHTNING AND TRANSIENT VOLTAGE SURGES.

7. PUMP STATIONS SHALL BE EQUIPPED WITH LIGHTNING ARRESTORS, SURGE CAPACITORS, OR OTHER SIMILAR PROTECTION DEVICES AND PHASE

PROTECTION.

8. ALARM HORN AND LIGHT SHALL BE PROVIDED WITH BATTERY BACK-UP, TO INCLUDE A RECHARGEABLE BATTERY CAPABLE OF SUPPLYING POWER TO THE LIGHT AND HORN FOR A MINIMUM OF 2 HOURS. THE CONTRACTOR SHALL PROVIDE A SYSTEM THAT WILL RECHARGE THE BATTERY ONCE MAIN POWER IS RESTORED. FULL CHARGE OF BATTERY SHALL TAKE NO MORE THAN 24 HOURS. ALARM SHALL ACTIVATE UNDER HIGH LIQUID LEVEL CONDITION OR LOSS

OF POWER. PROVIDE PUSH TO SILENCE AND RESET BUTTON FOR ALARM.

9. EACH CABLE ENTERING THE WET WELL SHALL HAVE ITS OWN CONDUIT AT 20% FILL.

10. LIGHTING FOR THE NEW ELECTRICAL PLATFORM AND NEW ELECTRICAL PANELS SHALL BE PROVIDED.

11. PUMPS BASE ELBOWS, GUIDE BARS, PUMP POWER CABLES, CONTROLS, AND CONTROL PANELS TO BE PROVIDED BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND COORDINATION WITH THE CITY'S SELECTED VENDOR ONCE DELIVERED FROM THE CITY. SEE SPECIFICATIONS

APPENDIX A FOR PROVIDED EQUIPMENT DETAILS.

M O

A C

D O

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W es t G ar de n

St re et Su ite

Pe ns ac ol a, F lo rid a

Te le ph on e:

) 4

-6

M O

Ar ch ite ct s

En gi ne er s

Su rv ey or s

M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

E D

F O

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8/ 4/

. R O

C . L

PUMP STATION

LAYOUT

PS1.0

LIT

A D

U R

G U

L F

B R

E E

Z E

, F

TRUE

NORTH

PROJECT

NORTH

0'2'4' 4' 8'

TRUE

NORTH

PROJECT

NORTH

0'2'4' 4' 8'

SCALE: 1/4" = 1'-0"

LOWER NEW WORK PLAN

SCALE: 1/4" = 1'-0"

UPPER NEW WORK PLAN

SCALE: 12" = 1'-0"

GENERAL NOTES - NEW WORK PLAN

Y C.

. T

L B E

G1 5.2

3.0

, F .A

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C R

GRADE

0' - 0"

B/VALVE VAULT

-3' - 6"

T/WET WELL SLAB

-16' - 4"

INFLUENT INV.

-9' - 9 1/2"

FASTEN PUMP DISCHARGE CONNECTION TO THE EXIST. CONCRETE

FLOOR WITH 316 STAINLESS STEEL DRILLED AND EXPOXY

THREADED RODS. USE HILTI RE-500 EOPXY. PROVIDE MIN. 4" OF

EMBEDMENT, 3" PROJECTION AND FOLLOW PUMP MANUFACTURER

REQUIREMENTS FOR THREADED ROD INSTALLATION.BASIS OF

DESIGN FOR PUMP THREADED RODS SHALL BE 1" DIAMETER x 7"

AND (4) 316 SS THREADED RODS PER PUMP BASE

EXIST WET WELL STRUCTURE

INSTALL 316 STAINLESS STEEL 4" CHANNEL

SWAY BRACING AT 1/3 POINTS ALONG THE LENGTH

OF THE RISER PIPE. ATTACH BRACING TO RISER

PIPE WITH 316 STAINLESS STEEL U BOLTS.

NEW 10" 316 STAINLESS STEEL

PIPING WITH FLANGES (ALL PUMPS)

NEW 90 DEGREE 316 STAINLESS

STEEL BENDS WITH FLANGES (TYP.

ALL PUMPS)

EXIST VALVE VAULT TO REMAIN

NEW 10" COATED CHECK VALVE

NEW 10" COATED GATE VALVE

NEW AIR AND VACUUM VALVE . CONTRACTOR RESPONSIBLE

FOR ANY AND ALL FITTINGS AND PIPING REQUIRED FOR

INSTALLATION

CLEARANCE AS RECOMMENDED

BY PUMP MANUFACTURER

NEW 316 STAINLESS STEEL PUMP

GUIDERAILS (OWNER PROVIDED)

PER MANUFACTURER

REQUIREMENTS.

ALL EXISTING PUMPS AND PUMP BASES ARE TO

DEMOLISHED AND REPLACED WITH NEW PUMPS

AND PUMP BASES DISPOSE EXISTING PUMPS IN A

FLORIDA APPROVED DISPOSAL FACILITY.

NEW PUMP AND PUMP BASES SHALL BE

PROVIDED BY OWNER.

EXIST. TOP LID AND

HATCHES ARE TO REMAIN

EXIST EFFLUENT PIPING TO REMAIN

EXIST EFFLUENT

PIPING TO REMAIN

EXTERIOR FACE OF EXIST. LIFT STATION

INTERIOR FACE OF EXIST. LIFT STATION

EXIST. INFLUENT LINES TO REMAIN

NEW 5,000 PSI HIGH STRENGTH NON-SHRINK CEMENTITIUOS

GROUT AROUND THE INSIDE PERIMETER OF THE WETWELL

EXIST WET WELL FOUNDATION

EXIST. INFLUENT LINES TO REMAIN

NEW 10"x8" CONCENTRIC REDUCER BETWEEN

NEW PUMP AND NEW 10" 316 SS RISER PIPE

(NOT SHOWN FOR CLARITY)

ALL EXISTING COMPONENTS BEYOND THE FLANGE IN THE

EXIST WET WELL SHALL BE DEMOLISHED AND DISPOSED

OF IN AN FLORIDA APPROVED DISPOSAL FACILITY

ALL COMPONENTS BEYOND THE FLANGE OUTSIDE

THE EXIST WET WELL SHALL REMAIN EXCEPT FOR

NEW GATE VALVE AND NEW CHECK VALVE

CONTRACTOR SHALL CORE A HOLE IN THE

EXIST WET WELL LID AND INSTALL NEW

VENT IN TOP OF THE WET WELL. SEAL

AROUND THE VENT PIPE WITH LINK SEAL,.

REFER TO ELECTRICAL FOR

NEW LEVEL TRANSMITTER

W/ WIRING

EXIST. VALVE VAULT LID TO REMAIN

CONTACTOR SHALL INSTALL ALL 316 SS BOLTS AND

316 SS APPURTENANCES TO HAVE A FULLY

OPERATIONAL PIPING AND PUMP SYSTEMADD ALTERNATE:

PREP AND COAT THE INSIDE OF THE EXIST. LIFT

STATION. REFER TO THE INTERIOR STORM WATER LIFT

STATION COATING SPEC FOR COATING REQUIREMENTS.

M O

A C

D O

N A

W es t G ar de n

St re et Su ite

Pe ns ac ol a, F lo rid a

Te le ph on e:

) 4

-6

M O

Ar ch ite ct s

En gi ne er s

Su rv ey or s

M M

SHEET NUMBER:

M ot t M ac

Do na ld

SHEET TITLE:

Th is d ra wi ng is th e pr op er ty o f M ot t M ac

D on al d

Fl or id a, L

an d m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on

. T hi s do cu m en t s ho ul d no t b e re lie d on o r u se d in c irc um st an ce s ot he r t ha n th os e fo r w hi ch it w as o rig in al ly pr ep ar ed a nd fo r w hi ch

M ot t M ac

E D

F O

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8/ 4/

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PUMP STATION

SECTIONS

PS1.1

LIT

A D

U R

G U

L F

B R

E E

Z E

, F

0'1'2' 2' 4'

Scale: 1/2" = 1'-0"PS1.1

1 SN-THRU WET WELL

GENERAL NOTES:

1. ALL INTERIOR WET WELL PIPING SHALL BE SCHEDULE 40 316 STAINLESS STEEL WITH WELDED FLANGES.

2. ALL EXISTING EXPOSED PIPING IN THE LIFT STATION, VALVE BOX AND ANY REMAINING VALVES SHALL BE SANDBLASTED AND SURFACE PREPPED TO A SSPC-SP 10 RATING AND THE

FOLLOWING COATING APPLIED.

A) SHOP PRIMER - TNEMEC N140-1211 POTA-POX PLUS 6-8MILS

B) FIELD PRIMER - SAME

C) INTERMEDIATE - TNEMIC 66 EPOXOLINE, 3-5 MILS

D) FINISH - TNEMEC 1074U ENDURA-SHIELD II, 2-3 MILS

E) TOTAL DRY FILM THICKNESS: 11.0 TO 16.0 MILS; TOTAL COATS (3); COLOR SHALL BE GREEN

3. ALL BOLTS FOR FITTINGS SHALL BE 316 STAINLESS STEEL. THE THREADS SHALL BE COATED WITH ANTI-SEIZE COMPOUND.

4. PUMP ALIGNMENT IN SUMP MAY BE VARIED TO SUIT INSTALLATION AND SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

5. ALL BOLTS FOR FITTINGS SHALL BE 316 STAINLESS STEEL.

6. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH A COATING OF BITUMINOUS PAINT, ZINC CHROMATE, OR A SEPARATING LAYER OF AN APPROVED MATERIAL.

7. VALVE SIZES SHALL BE THE SAME AS DISCHARGE PIPING.

8. ALL MISCELLANEOUS METAL IN WET WELL SHALL BE 316L STAINLESS STEEL.

9. GUIDE RAIL FOR FLOAT SWITCH (SEPARATE FROM PUMP GUIDE RAIL), IF REQUIRED, SHALL BE MOUNTED SUCH THAT IT SHALL NOT INTERFERE WITH OR NEED TO BE REMOVED FOR PUMP

REMOVAL.

11. ANY NEW PIPE PENETRATIONS THROUGH THE WET WELL AND TOP SLAB SHALL BE SEALED WITH LINK-SEAL (EXCLUDING CONDUIT). CONDUIT SHALL BE SEALED WITH HIGH STRENGTH NON-

SHRINK CEMENTITIOUS GROUT A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

REQUIREMENTS.

REQUIREMENTS FOR CLASS I GROUP D, DIVISION 1 LOCATIONS.

PUMP STATION NOTES

1. ELECTRICAL EQUIPMENT LOCATED IN WET WELLS SHALL BE SUITABLE FOR USE UNDER CORROSIVE CONDITIONS.

2. EACH FLEXIBLE CABLE SHALL BE PROVIDED WITH A WATERTIGHT SEAL AND SEPARATE STRAIN RELIEF.

3. A FUSED DISCONNECT OR MAIN BREAKER SWITCH LOCATED ABOVE GROUND SHALL BE PROVIDED FOR THE MAIN POWER FEED FOR ALL PUMP STATIONS.

4. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL MEET THE REQUIREMENTS OF WEATHERPROOF EQUIPMENT NEMA 4X.

5. A 110 VOLT POWER RECEPTACLE TO FACILITATE MAINTENANCE SHALL BE PROVIDED INSIDE THE CONTROL PANEL FOR PUMP STATIONS THAT HAVE CONTROL PANELS OUTDOORS AND

GROUND FAULT INTERRUPTION PROTECTION SHALL BE PROVIDED FOR ALL OUTDOOR OUTLETS.

6. PUMP STATIONS SHALL BE PROTECTED FROM LIGHTNING AND TRANSIENT VOLTAGE SURGES.

7. PUMP STATIONS SHALL BE EQUIPPED WITH LIGHTNING ARRESTORS, SURGE CAPACITORS, OR OTHER SIMILAR PROTECTION DEVICES AND PHASE PROTECTION.

8. OWNER FUNISHED CONTRACTOR INSTALLED PANEL WILL INCLUDE ALARM HORN AND BATTERY BACKUP SYSTEM. ALARM HORN AND LIGHT SHALL BE PROVIDED WITH BATTERY BACK-UP, TO INCLUDE A RECHARGEABLE BATTERY CAPABLE OF SUPPLYING POWER TO THE LIGHT AND HORN FOR A MINIMUM OF 2 HOURS. THE CONTRACTOR SHALL PROVIDE A SYSTEM THAT WILL RECHARGE THE BATTERY ONCE MAIN POWER IS RESTORED. FULL CHARGE OF BATTERY SHALL TAKE NO MORE THAN 24 HOURS. ALARM SHALL ACTIVATE UNDER HIGH LIQUID LEVEL

CONDITION OR LOSS OF POWER. PROVIDE PUSH TO SILENCE AND RESET BUTTON FOR ALARM.

9. EACH CABLE ENTERING THE WET WELL SHALL HAVE ITS OWN CONDUIT AT 20% FILL.

10. LIGHTING FOR THE NEW ELECTRICAL PLATFORM AND NEW ELECTRICAL PANELS SHALL BE PROVIDED.

Y C.

. T

L B E

G1 5.2

3.0

, F .A

PUMP STATION NO.

MADURA FIVE

DESIGN CONDITION

2540 GPM @ 48 FEET TDH

1270 GPM @ 48 FEET TDH x 2

STATION INVERT

0.0 FEET

LOW LEVEL ALARM

3.0 FEET

STOP PUMPS L.W.L.

3.5 FEET

START 1ST PUMP

4.5 FEET

START 2ND PUMP

5.5 FEET

START 3RD PUMP & HLA

11.0 FEET

E R

C R

S14

HSS4x4x3/8" POSTS W/ 1'-0" X 1'-0" BASE PLATE W/

(4) 7/8" DIA. x 24" GALVANIZED STEEL THREADED

RODS. GALV. THREADED RODS SHALL HAVE 20"

EMEDMENT AND 4" PROJECTION. PROVIDE GALV.

NUTS AND WASHERS EACH END. ALL COLUMNS

SHALL HAVE 3/8" CAP PLATE SEAL WELDED TO

THE TOP OF THE HSS4x4.

TYP (6) PLACES

L4x4x3/8 VERTICAL

BRACING BELOW

NOTE:

1. ALL STEEL, GRATING, BOLTS, NUTS, WASHERS AND

THREADED RODS FOR THE PLATFORM CONSTRUCTION SHALL

BE HOT DIPPED GALVANIZED TO MEET ASTM A123

REQUIREMENTS.

2. ALL BOLTS SHALL BE A325 AND ALL THREADED RODS FOR

ANCHOR BOLTS SHALL BE F1554 GRADE 36.

3. ALL PLATES, ANGLES AND CHANNELS SHALL BE A36.

4. ALL WIDE FLANGE STEEL SHALL BE A992.

5. ALL HSS SHALL BE A500 GRADE B.

6. ALL 1 1/4" SCH. 80 PIPE FOR GUARDRAIL SHALL BE A53 GRADE

7. ALL GRATING SHALL BE 19W-4 1 1/2" x 3/16" BEARING BAR

STEEL GALVANIZED STEEL GRATING.

8. ALL GRATING SHALL BE BANDED AND ATTACHED TO THE

STRUCTUAL MEMBERS USING GALVANIZED STEEL SADDLE

CLIPS AND GALVANIZED STEEL FASTENERS.

9. 4000 PSI CONCRETE, TYPE I/II CEMENT WITH A WATER

CEMENT RATIO OF 0.45.

10. DESIGN CODES: 2023 FLORIDA BUILDING CODE 8TH EDITION

AND ASCE 7-22.

11. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN:

1,500 PSF

12. FEMA FLOOD ELEVATION: AE 7.0 PER FEMA FLOOD MAP

12113C0543H EFFECTIVE 11/19/2021 (SANTA ROSA COUNTY

UNICORPORATED AREAS)

13. EXISTING SITE ELEVATION: 5.00'

14. TOP OF FOUNDATION SHALL BE 3" ABOVE GRADE.

15. TOP OF STEEL SHALL BE 6'-0" ABOVE TOP OF FOUNDATION.

16. TOP OF GRATING SHALL BE 6'-1 1/2" ABOVE TOP OF GRATING.GALV. STEEL OSHA LADDER WITH

LADDER EXTENSIONS THAT EXTEND 42"

ABOVE THE TOP OF GRATING LEVEL.

3/8"x4" SIDE STEEL PLATE SIDE RAILS.

12" TEXTURED RUNG SPACING.

24" FOUNDATION MAT WITH #6 @ 10" O.C. E.W. T&B. HOOK

TOP BARS 90 DEGREES TO THE BOTTOM MAT. PROVIDE

3" CLEARANCE ALL FACES FOR REINFORCING. TOP OF

FOOTING SHALL BE 7" ABOVE GRADE. LOCATE ALL

UTILITIES BEFORE FOOTING EXCAVATION. COORDINATE

UTILITY RELOCATION WITH SANTA ROSA COUNTY.

RELOCATE UTILITIES AS REQUIRED.

L4x4x3/8 VERTICAL BRACING BELOW

NEW ELECTRICAL PANELS

CONNECTED TO

THE W12x26 PLATFORM

MEMBERS

W12x26 CONNECTION TO THE HSS4x4 COLUMNS WITH 3/8"x9"

SHEAR TABS WITH (3) ROWS OF A325 BOLTS. 3" BOLT

SPACING AND 1 1/2" EDGE DISTANCE AND 1/4" WELD OF

SHEAR TAB TO THE COLUMN

(TYP 14 PLACES)

L4x4x3/8" VERTICAL BRACING TO GUSSET

CONNECTIONS SHALL BE (2) 3/4" A325 BOLTS.

3/8" GUSSET PLATES SHOP WELDED TO THE

BEAMS, COLUMNS AND BASE PLATES WITH A

MINIMUM OF A 1/4" FILLET WELD EACH SIDE

C12x20.7 TO W12x26 CONNECTION

SHALL BE SHOP BOLTED AND FIELD

BOLTED L4x4x3/8"x9" WITH (3) ROWS

OF A32 BOLTS. 3" BOLT SPACING

AND 1 1/2" EDGE DISTANCE.

1' - 8"

7' - 8" CL TO CL HSS4x4

1' - 8"

1' - 6"

ALIGN CL W12x26 BENEATH

EDGE OR BEARING POINT OF

ELECTRICAL PANELS

1 1/4" DIA. SCH. 80 GUARDRAIL SYSTEM

W/ 1 1/4" DIA. SCH. 80 GUARDRAIL POSTS

@ MAX. 48" ON CENTER @ 1 1/4" SCH. 80

GUARDRAILS @ 21" AND 42" ABOVE THE

GRATING. INCLUDE 1/4"x4" KICK PLATE

GRATING SPAN

15'-0" C SHAPED LIGHT POLE BRACKET

MADE OF (3) 5/8" X 12" SQUARE. ATTACH

PLATES TO W12x26

ADD C12x20.7 BENEATH THE

ELECTRICAL PANELS AS

REQUIRED TO SUPPORT

ELECTRICAL PANELS EDGES IF

OFF THE ALIGNMENT OFTHE

W12X26

C 12X20.7

W 12X26

W12X26

W 12X26

L4x4x3/8 VERTICAL

BRACING BELOW

L4x4x3/8 VERTICAL BRACING BELOWW12X26

W 12X26

L4x4x3/8 VERTICAL BRACING BELOW

1' - 3" 8' - 0" C

L TO

L H SS4x4

8' - 0" C

L TO

C L H

SS4x4 1' - 3"

3' - 0"

11' - 0" O/O FDN

18' - 6" O /O

19W-4 1 1/2"x3/16" GALV. STEEL GRATING.

ALL GRATING PLANKS SHALL BE BANDED.

GRATING AREA: 8'-2 1/2" WIDE x 16'-8 1/2" LONG

W12x26 TO W12x26 BEAM TO BEAM CONNECTION

SHALL BE SHOP WELDED AND FIELD BOLTED

L4x4x3/8"x9" WITH (3) ROWS OF A32 BOLTS. 3" BOLT

SPACING AND 1 1/2" EDGE DISTANCE.

NOTE:

CONDUIT QUANTITIES SHOWN REPRESENT

DESIGN INTENT AND DO NOT REFLECT THE

ACTUAL NUMBER OF CONDUITS PRESENT.

CONTRACTOR SHALL REFER TO ELECTRICAL

PLANS FOR EXACT CONDUIT QUANTITIES

IMPORTANT PLATFORM ORIENTATION NOTE:

CONTRACTOR SHALL COORDINATE NORTH FACING

ORIENTATION OF THE PLATFORMS IN THIS LOCALIZED PLAN

VERSUS THE OVERALL PLAN ON SHEET G1.1

GRADE

0' - 0"

T/PLATFORM

6' - 6"

1/ 2"

T/FDN

4X 3/8 w / L

4x 4x

3/8

4X 3/8 w / L

4x 4x

3/8

1 1/4" DIA. SCH. 80 GUARDRAIL SYSTEM

W/ 1 1/4" DIA. SCH. 80 GUARDRAIL POSTS

@ MAX. 48" ON CENTER @ 1 1/4" SCH. 80

GUARDRAILS @ 21" AND 42" ABOVE THE

GRATING. INCLUDE 1/4"x4" KICK PLATE

HSS4x4x3/8" POSTS W/ 1'-0" X 1'-0" BASE PLATE W/

(4) 7/8" DIA. x 24" GALVANIZED STEEL THREADED

RODS. GALV. THREADED RODS SHALL HAVE 20"

EMEDMENT AND 4" PROJECTION. PROVIDE GALV.

NUTS AND WASHERS EACH END. ALL COLUMNS

SHALL HAVE 3/8" CAP PLATE SEAL WELDED TO

THE TOP OF THE HSS4x4.

TYP (6) PLACES

L4x4x3/8" VERTICAL BRACING TO GUSSET CONNECTIONS SHALL BE (2) 3/4" A325

BOLTS. 3/8" GUSSET PLATES SHOP WELDED TO THE BEAMS, COLUMNS AND

BASE PLATES WITH A MINIMUM OF A 1/4" FILLET WELD EACH SIDE

W12x26 CONNECTION TO THE HSS4x4 COLUMNS WITH 3/8"x9" SHEAR TABS WITH (3) ROWS OF

A325 BOLTS. 3" BOLT SPACING AND 1 1/2" EDGE

DISTANCE AND 1/4" WELD OF SHEAR TAB TO

THE COLUMN (TYP 14 PLACES)

19W-4 1 1/2"x3/16" GALV.

STEEL GRATING.

ALL GRATING PLANKS

SHALL BE BANDED.

24" FOUNDATION MAT WITH #6 @ 10" O.C. E.W. T&B. HOOK TOP

BARS 90 DEGREES TO THE BOTTOM MAT. PROVIDE 3" CLEARANCE

ALL FACES FOR REINFORCING. TOP OF FOOTING SHALL BE 7"

ABOVE GRADE. LOCATE ALL UTILITIES BEFORE FOOTING

EXCAVATION. COORDINATE UTILITY RELOCATION WITH SANTA

ROSA COUNTY. RELOCATE UTILITIES AS REQUIRED.

C12x20.7 TO W12x26 CONNECTION SHALL BE SHOP BOLTED AND FIELD BOLTED L4x4x3/8"x9"

WITH (3) ROWS OF A32 BOLTS. 3" BOLT

SPACING AND 1 1/2" EDGE DISTANCE.

W12X26 W12X26

W12X26

4X 3/8 w / L

4x 4x

3/8

L4X4X1/2

GRADE

0' - 0"

T/PLATFORM

6' - 6"

4X 3/8

1 1/4" DIA. SCH. 80 GUARDRAIL SYSTEM

W/ 1 1/4" DIA. SCH. 80 GUARDRAIL POSTS

@ MAX. 48" ON CENTER @ 1 1/4" SCH. 80

GUARDRAILS @ 21" AND 42" ABOVE THE

GRATING. INCLUDE 1/4"x4" KICK PLATE

HSS4x4x3/8" POSTS W/ 1'-0" X 1'-0" BASE PLATE W/

(4) 7/8" DIA. x 24" GALVANIZED STEEL THREADED

RODS. GALV. THREADED RODS SHALL HAVE 20"

EMEDMENT AND 4" PROJECTION. PROVIDE GALV.

NUTS AND WASHERS EACH END. ALL COLUMNS

SHALL…

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