Atch 2- Drawings.pdf

PDF 5 MB Posted Aug 11, 2020

Attached to: Repair Various Lift Stations, CCAFS Federal contract opportunity
Solicitation number: FA252120B0009
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides plans and specifications for repairing four wastewater lift stations located at Cape Canaveral Air Force Station in Florida. The contractor will be required to demolish and remove existing wet wells, valve pits, piping, controls, and other equipment at each station. New wet wells, piping, controls panels, and other equipment will be installed according to the drawings and specifications. Key work includes replacing discharge piping, installing control pedestals, connecting to existing force mains and electrical, and constructing concrete pads. Bidders should carefully review all drawings and specifications to understand the scope of work, which includes civil, electrical, and demolition components. The solicitation was issued by the Department of the Air Force Space Command for repairs at various locations on CCAFS.

View the file

Other files for this federal contract opportunity

Other files attached to Repair Various Lift Stations, CCAFS, newest first.
File	Type	Posted
OF 1419A (2 of 2).pdf	PDF	Sep 15, 2020
OF 1419 (1 of 2).pdf	PDF	Sep 15, 2020
Question and Answer for Repair Various Lift Stations.pdf	PDF	Sep 9, 2020
SF30 Amendment 04.pdf	PDF	Sep 9, 2020
Questions and Answers for Repair Various Lift Stations.pdf	PDF	Aug 31, 2020
SF30 Amandment 03.pdf	PDF	Aug 31, 2020
SF30 Amendment 02.pdf	PDF	Aug 20, 2020
Atch 5a-Wage Rate Requirements WD FL20200001 (14Aug2020).pdf	PDF	Aug 20, 2020
Atch 7- Image_Drawing of LS 47151 at Cx40.pdf	PDF	Aug 20, 2020
Sign-in Sheet for 20B0009 Site Visit (18 Aug).pdf	PDF	Aug 20, 2020
SF30 Amendment 01.pdf	PDF	Aug 12, 2020
Solicitation - FA252120B0009.pdf	PDF	Aug 11, 2020
Atch 6- Q_A Template.doc	DOC document	Aug 11, 2020
Atch 5-Wage Rate Requirements FL20200001 (03Jul2020).pdf	PDF	Aug 11, 2020
Solicitation - FA252120B0009.pdf	PDF	Aug 11, 2020
Atch 1- Technical Specification.pdf	PDF	Aug 11, 2020
Atch 4- HazWasteForm.doc	DOC document	Aug 11, 2020
Atch 3- Green Procurement Form.pdf	PDF	Aug 11, 2020

Show all 18

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

OTHER

NOT

VERIFIEDHAZARDOUS MATERIALS

SCALE:

LOCATION MAP

NONETRUE

NORTH

SKID STRIP

ATLAN

TIC

O C

EAN

CX-40

INDUSTRIAL

AREA

DBEH 12-1551

REPAIR LIFT STATIONS VARIOUS

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

PIER RD.

C-108:

REPUMP #3

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A P P R O V E D

LS 47176

C-110:

CX-40 DEMO LS 47151

CX-40 SITE LS 47176

LS 81726

C-106:

MOC

LS 81904

C-107:

45 SW HQ

LS 85124

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit o

I T

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

G-001

C O

S H

DRAWING INDEX

SHEET NUMBER SHEET TITLE REV

CIVIL

G-001 COVER SHEET

G-002 GENERAL NOTES AND LEGEND

C-001 CIVIL GENERAL NOTES

C-101 MOC LS 81904 - DEMOLITION AND SITE PLAN

C-102 45 SW COMMANDER LS 85124 - DEMOLITION AND SITE PLAN

C-103 3 LS 81726 - DEMOLITION AND SITE PLAN

C-104 CX 40 LS 47151 - DEMOLITION AND SITE PLAN

C-501 CIVIL DETAILS 1

C-502 CIVIL DETAILS 2

C-503 CIVIL DETAILS 3

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES

E-501 ELECTRICAL DETAILS 1

E-502 ELECTRICAL DETAILS 2

E-601 LIFT STATION WIRING DIAGRAM 1

E-602 LIFT STATION WIRING DIAGRAM 2

E-603 LIFT STATION WIRING DIAGRAM 3

E-604 LIFT STATION WIRING DIAGRAM 4

E-605 AC POWER DISTRIBUTION

E-606 DC POWER DISTRIBUTION

E-607 SCADAPACK WIRING DIAGRAM

E-608 PRESSURE SENSOR WIRING DIAGRAM

E-609 LIFT STATION CONTROL SCHEDULES & MATERIALS LIST

LS 47151DEMO:

NEW:

GENERAL NOTES:

1. TO THE GREATEST EXTENT POSSIBLE, DEMOLITION WORK MUST OCCUR AFTER THE NEW SEWER LIFT

STATION SYSTEM IS PLACED INTO OPERATION TO MINIMIZE THE FREQUENCY AND DURATION OF SEWER

OUTAGES.

2. NEW ELECTRICAL SUPPLY AND CONTROL PANEL MUST BE INSTALLED AND VERIFIED OPERATIONAL

PRIOR TO ANY DEMOLITION TO MINIMIZE POWER OUTAGE DURING TRANSFER.

3. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT STATION TO SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. ALL UTILITY

OUTAGE REQUESTS MUST INCLUDE ALTERNATIVE MEANS AND METHODS FOR COLLECTION AND

TRANSMISSION OF WASTE WATER.

4. REQUEST UTILITY LOCATES AND OBTAIN A CCAFS DIG PERMIT AF FORM 103 PRIOR TO CONSTRUCTION.

5. UNDERGROUND UTILITY LINES SHOWN WERE NOT LOCATED BY FIELD SURVEY, BUT ARE PROVIDED BY

GOV'T FOR INFORMATIONAL PURPOSES ONLY.

6. TEST EXISTING CONCRETE FOR ASBESTOS PER SPECIFICATION PRIOR TO IMPACTING CONCRETE FOR

ENVIRONMENTAL AND PERSONAL PROTECTION, TRANSPORTATION AND DISPOSAL OF STRUCTURES

SHOWN TO BE REMOVED OR DEMOLISHED.

7. COORDINATE WITH 45 CEIE PRIOR TO CONSTRUCTION ACTIVITIES FOR AN ENVIRONMENTAL SURVEY.

8. A REQUEST FOR FDEP WASTE WATER COLLECTION TRANSMISSION SYSTEM PERMIT CLEARANCE MUST

BE APPROVED PRIOR TO PLACING NEW LIFT STATION 47176 INTO OPERATION.

9. DURING DEMOLITION OF THE EXISTING LIFT STATIONS, THE EXISTING PUMPS, CONTROL PANEL, AND ELECTRICAL EQUIPMENT AND ACCESSORIES THAT ARE TO BE REMOVED ARE THE PROPERTY OF THE UNITED STATES GOVERNMENT. EXISTING EQUIPMENT WITH REMAINING USEFUL LIFE MAY BE KEPT FOR SPARE PARTS. CONTACT THE CONTRACTING OFFICER PRIOR TO DISPOSAL. SUFFICIENTLY CLEAN AND DISINFECT EQUIPMENT, IDENTIFIED TO BE SALVAGED, PRIOR TO TURNOVER TO THE CONTRACTING OFFICER'S REPRESENTATIVE. DISPOSE AND/OR RECYCLE ALL OTHER EQUIPMENT NOT IDENTIFIED FOR

SALVAGE.

10. CX 40 LS 47151 WILL BE REPLACED BY NEW FACILITY NUMBER LS 47176.

11. ALL UNSURFACED AREAS DISTURBED BY GRADING, TRENCH OR EXCAVATION OPERATION SHALL

RECEIVE 3 INCHES OF TOP SOIL AND BE SODDED TO MATCH SURROUNDING AREA.

12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS PROVIDED BY CCAFS. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITIES COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE TO RELOCATE ALL EXISTING

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

ABBREVIATIONS:LEGEND: BOLD NOTES NEW ITEMS

EXISTING ABANDON WATER

EXISTING FIRE WATER

EXISTING POTABLE WATER

EXISTING UG ELECTRIC

EXISTING AERIAL ELECTRIC

EXISTING COMMUNICATION

EXISTING SANITARY SEWER

EXISTING NATURAL GAS

EXISTING STORM DRAIN

PROPOSED SANITARY SEWER FORCE MAIN

E-OH

AB/W EXISTING VALVE

EXISTING BACKFLOW PREVENTION

EXISTING FIRE HYDRANT

EXISTING COMMUNICATI0NS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER CLEANOUT

EXISTING LIGHT POLE

EXISTING WET WELL VENT

EXISTING HOSE BIBB

EXISTING CONCRETE BOLLARD

EXISTING METAL BOLLARD

EXISTING LIFT STATION CONTROL PANEL

EXISTING CORROSION PROTECTION

NEW METAL BOLLARD

NEW CONCRETE ANCHORED METAL

BOLLARD

PROPOSED SILT FENCE

PROPOSED WATER W

EXISTING SANITARY SEWER FORCE MAIN FM

AIP AIP

PROPOSED SANITARY SEWER

EXISTING EFFLUENT

EFF

EXISTING ABANDONED IN PLACE

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

G-002

N O

E-1

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

SECTION DETAIL BUBBLE

DETAIL SHEET REFERENCE NUMBER

DETAIL PLAN REFERENCE NUMBER

DETAIL REFERENCE LETTER

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

ASBESTOS CEMENT

AMERICAN CONCRETE INSTITUTE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AIR FORCE

APPROXIMATE

ARCHEOLOGICAL

AMERICAN WIRE GAUGE

AMERICAN WATER WORKS ASSOCIATION

CAPE CANAVERAL AIR FORCE STATION

COLLECTION, HOLDING AND TRANSFER

CAST IN PLACE

CLEAN OUT

COMMUNICATION

CONCRETE REINFORCEMENT STEEL INSTITUTE

COMPLEX

DUCTILE IRON

DOMESTIC

EDGE OF PAVEMENT

ENVIRONMENTAL RESOURCE PERMIT

ELECTRIC SERVICE PANEL

ELECTRIC TRANSFORMER

FUSION BONDED EPOXY

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLANGED END

FLANGED

FORCE MAIN

FIBERGLASS REINFORCEMENT POLYESTER

HOSE BIB

HIGH DENSITY POLYETHYLENE

HANGAR

HYDRANT STATION

INTEGRATE TRANSFER LAUNCH

LINEAR FEET

LIFT STATION

INDUSTRIAL

MAXIMUM

MINIMUM

MECHANICAL JOINT

MANHOLE

MISCELLANEOUS MANHOLE

METAL

NATIONAL ELECTRICAL CODE

NUMBER

NOTICE OF INTENT

NATIONAL FIRE PROTECTION ASSOCIATION

ON CENTER

ON CENTER EACH WAY

OPERATIONS

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

GALVANIZED RIGID STEEL CONDUIT

REMOTE TERMINAL UNIT

SCHEDULE

SANITARY SEWER

SANITARY MANHOLE

SOUTHWEST

STORMWATER POLLUTION PREVENTION PLAN

SQUARE

SANITARY SEWER PIPE

TYPICAL

VALVE PIT

UNDERGROUND

WITH

WET WELL

WELDED WIRE FABRIC

ACI

ASTM

APPROX.

ARCHEO.

AWG

AWWA

CCAFS

CHT

CIP

COMM

CRSI

DOM.

EOP

ERP

ESP

FBE

FDEP

FRP

HDPE

HGR

ITL

IND.

MAX.

MIN.

MMH

MTL.

NEC

NO.

NOI

NFPA

O.C.

O.C. E.W.

OPS

PVC

RCP

RSC

RTU

SCH

SSMH

SWPPP

SQ.

SSx

TYP.

W.W.F.

LEGEND:

UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED CONSISTENT WITH THE RULES AND

REQUIREMENTS OF THE FOLLOWING:

· CAPE CANAVERAL AIR FORCE STATION

· ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER

FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF

THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER

UNKNOWN IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA. THE

CONTRACTOR MUST VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND

DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT

SHOWN ON THE PLANS) AFFECTING THE WORK.

2. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. THE CONTRACTOR

MUST NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING

CONSTRUCTION. THE CONTRACTOR MUST CONFIRM THE ACCURACY OF ALL SURVEY AND OTHER

GRADING DATA.

3. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE

PROPOSED CONSTRUCTION TO AVOID OBSTACLES, AS AGREED TO BY THE CONTRACTING

OFFICER.

4. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER

DISCIPLINES ANY DISCREPANCIES MUST BE CALLED TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

5. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS TO WHAT IS SHOWN ON THE DRAWINGS. IF THERE ARE VARIANCES, THE

CONTRACTING OFFICER MUST BE NOTIFIED.

6. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF

VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER

TEMPORARY SUPPORTS AS REQUIRED BY SITE CONDITIONS AND FOR SAFE WORK CONDITIONS.

7. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND

NOTIFY THE CONTRACTING OFFICER IF DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

8. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL. BE

CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT

WHERE A DIFFERENT DETAIL IS SHOWN.

9. SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CONTRACTING OFFICER AND PROJECT

STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND

OUTAGES AND REVIEW/CLARIFY REQUESTS FOR INFORMATION.

10. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR

REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION.

11. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT

CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE

CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, THEY

MUST PROMPTLY NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY

CHANGES MUST BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK.

12. BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL THEIR

SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY

OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

13. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER.

14. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL

POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR

MARKERS ARE DISTURBED, THE CONTRACTOR MUST EMPLOY A FLORIDA REGISTERED LAND

SURVEYOR TO RESET OR REPLACE THEM.

15. BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH THE U.S. AIR FORCE, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING

JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND

TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK

SUCH THAT ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

16. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, MUST AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN

PREPARATION OR PROGRESS; AND THE CONTRACTOR MUST PROVIDE PROPER FACILITIES FOR

SUCH ACCESS AND FOR THE INSPECTION.

17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT

PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON

SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH

PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY

GUARDS.

18. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER PONDS, CANALS), INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO

ENSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED.

19. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES

AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND

GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

MANUFACTURER.

20. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS.

COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS

PERTAINING TO JOB SAFETY AND HEALTH.

21. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND

LIKE ITEMS USED IN THE WORK MUST CONFORM TO APPLICABLE SAFETY CODES AND

REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF

CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION MUST

GOVERN. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND ENSURE ALL

REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR

OFF THE SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF

ITS SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS,

WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR

DEMOLITION DURING CONSTRUCTION.

22. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL

REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING

DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY

REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE

OF HAZARDS AND OF THE SAFETY OR ENVIRONMENTAL REGULATIONS.

23. ENSURE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO DAMAGE BECAUSE WORK IN

ADJACENT AREAS ARE SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE

CONTRACTOR AT CONTRACTOR'S EXPENSE.

24. ENSURE ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES ARE FURNISHED

AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED

ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC-CARRYING ROADS.

25. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH

ALL FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND

REQUIREMENTS.

26. CONTRACTOR AND ITS SUBCONTRACTORS MUST NOT CAUSE THE DISCHARGE, RELEASE OR

DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY THEIR WORK ON OR ABOUT THE JOB SITE.

IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, NOTIFY THE

APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING OFFICER, AND

TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH

SPILL ON PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY

HAZARDOUS WASTE MATERIALS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL

REGULATIONS.

27. CONTRACTOR AND ITS SUBCONTRACTORS MUST, UPON COMPLETION OF PERFORMANCE OF ALL

DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING

AND HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR MUST BEAR FULL FINANCIAL

RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF

CONTRACTOR AND ITS SUBCONTRACTORS.

28. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY

PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY

CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A

HAZARDOUS MATERIAL, IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE

CONDITION TO CONTRACTING OFFICER IN WRITING.

29. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES

INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE,

REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR

ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE

ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY

GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR

INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR

ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES

CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT

PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF

PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR

OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS,

ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

1. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE FREE OF STANDING WATER AT THE

TIME OF CONCRETE PLACEMENT.

2. COMPACT SUBGRADE SOIL TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY

DENSITY IN ACCORDANCE WITH ASTM D-1557.

3. PLACE CLEAN GRANULAR FILL IN 6 INCH LAYERS AND COMPACT TO A MINIMUM OF 98% OF THE

MAXIMUM MODIFIED PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557.

4. COORDINATE ALL NEW WITH EXISTING CONDITIONS. ANY CONFLICTS MUST BE REPORTED TO THE

CONTRACTING OFFICER FOR PROPOSED SOLUTION.

5. WHERE EARTH FORMING IS USED, EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS MUST NOT BE LARGER THAN THE INDICATED FOUNDATION SIZE BY MORE THAN THREE (3) INCHES IN

EACH DIRECTION.

1. ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS MUST BE REMOVED

FROM THE PROJECT SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE

AND LOCAL REQUIREMENTS.

2. THE EROSION CONTROL MEASURES TAKEN MUST BE IN CONFORMANCE WITH CAPE CANAVERAL

AIR FORCE STATION, FDEP, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER

LOCAL, STATE, OR FEDERAL AGENCIES HAVING JURISDICTION.

3. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE

CONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS

AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE

CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION SEQUENCING

SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO PROVIDE ADEQUATE PROTECTION OF

WATER QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE

CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY

MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE

WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS TO PREVENT EROSION. FLOATING

TURBIDITY BARRIERS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION

DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING

DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A

COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF

CONDITIONS WARRANT.

6. THE CONTRACTOR MUST MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE

DURATION OF CONSTRUCTION. SUCH DEVICES MUST REMAIN UNTIL SUFFICIENT GROUND COVER

IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. EQUIPMENT SHOULD BE AVAILABLE AT

THE SITE AT ALL TIMES TO MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION

OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE

ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION

THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

9. SCHEDULE OPERATIONS SUCH THAT THE AREA OF UNPROTECTED, ERODIBLE EARTH EXPOSED AT

ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT

CONSTRUCTION OPERATION AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO

THE ELEMENTS MUST BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING MUST BE SO

SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY

THEREAFTER. GRADING OPERATIONS MUST BE SO SCHEDULED AND PERFORMED THAT

PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF

CONDITIONS ON THE PROJECT PERMIT.

10. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE. THE CONTRACTOR IS

RESPONSIBLE FOR SELECTING AND PROVIDING THE TEMPORARY AND PERMANENT STABILIZATION

METHODS.

11. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, VEGETATION OR GEOTEXTILES, AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.

12. IF VEHICLE OR EQUIPMENT WASHDOWN DEBRIS/AREAS IS REQUIRED, OBTAIN APPROVAL FROM

THE CONTRACTING OFFICER.

13. STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER THAT PREVENTS DIRECT OFFSITE

DISCHARGE FROM THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR

STORMWATER MANAGEMENT FACILITY.

14. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN

THROUGHOUT THE LIFE OF CONSTRUCTION.

15. ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE CONTRACTOR MUST OCCUR

THROUGHOUT CONSTRUCTION AS OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS

ARE WORKING SUITABLY. THIS MAY BE NEEDED AS OFTEN AS DAILY IF CONDITIONS SO WARRANT.

THE CONTRACTOR MUST MAINTAIN A WRITTEN RECORD OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MUST MAKE ALL RECORDS AVAILABLE UPON REQUEST BY

THE CONTRACTING OFFICER.

CIVIL GENERAL NOTES:

FOUNDATIONS:

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

C-001

REINFORCING STEEL:

1. CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI) AND AMERICAN CONCRETE INSTITUTE (ACI)

STANDARDS APPLY.

2. ALL DEFORMED BARS MUST CONFORM TO ASTM A615, GRADE 60 AND BE INSTALLED IN

ACCORDANCE WITH ACI 315-99.

3. ALL REINFORCEMENT MUST BE COLD BENT. REINFORCEMENT PARTIALLY EMBEDDED IN GROUT

MUST NOT BE FIELD BENT.

4. MECHANICAL SPLICES, CONFORMING TO ACI 318-14, SECTION 25.5.7 CAN BE SUBSTITUTED FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SPLICES MUST DEVELOP 125% (MINIMUM) OF THE

YIELD STRENGTH OF THE CONNECTING REBAR.

5. AT THE TIME OF CONCRETE PLACEMENT, ALL REINFORCEMENT MUST BE FREE OF DIRT, DEBRIS, CORROSION, OIL, NONMETALLIC COATINGS OR OTHER DELETERIOUS MATERIAL THAT REDUCE

BOND STRENGTH WITH CONCRETE.

6. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS PRIOR TO FABRICATING

REINFORCING STEEL.

7. ALL WELDED WIRE FABRIC MUST CONFORM TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL

PLUS 2 INCHES AT SIDES AND ENDS AND WIRED TOGETHER.

8. ALL REINFORCING STEEL MUST BE SUPPORTED IN STANDARD ACCESSORIES, HELD RIGIDLY AND

ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING

PLACEMENT OF CONCRETE. THE SUPPORT OF THE REINFORCING STEEL AND THE WIRE MESH AT

THE FOUNDATIONS AND SLAB-ON-GRADE MUST BE PROVIDED BY PRECAST CONCRETE BRICKS AT

2 FEET OC. E.W. (MAX SPACING). SEE THE SPECIFICATIONS FOR FURTHER REQUIREMENTS.

9. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN

THE FINISHED STRUCTURE MUST BE FIBERGLASS REINFORCED PLASTIC OR PLASTIC COATED

STEEL.

10. SET REBAR DOWELS IN EPOXY, HILTI HIT-RE 100 OR APPROVED EQUIVALENT, IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS.

CONCRETE:

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. ALL CONCRETE MUST BE 4,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND

CEMENT CONCRETE.

3. DO NOT USE CALCIUM CHLORIDE IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO

ARE NOT EXCEEDED; HOWEVER, NOT MORE THAN ONE GALLON OF WATER

PER CUBIC YARD MAY BE USED TO ADJUST THE MIX AT THE JOB SITE.

5. ALL WELDED WIRE FABRIC MUST CONFORM TO ASTM A185 AND BE LAPPED

ONE FULL MESH PANEL PLUS TWO (2) INCHES AT SIDES AND ENDS AND WIRED

TOGETHER.

6. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING

MECHANICAL VIBRATING EQUIPMENT. DO NOT OVER-CONSOLIDATE.

7. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR

PRIOR TO CONCRETE HARDENING.

8. FOR ALL GROUT APPLICATIONS USE SIKADUR-42 GROUT PAK LE OR

APPROVED EQUIVALENT.

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10 #11

STIRRUPS & TIES

90" BEND PLUS 2.5" 3" 3.75" N/A N/A N/A N/A N/A N/A

STIRRUPS & TIES

90" BEND PLUS 2.5" 3" 3.75" N/A N/A N/A N/A N/A N/A

OTHER BARS 90"

BEND PLUS 4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5" 7"

OTHER BARS 90"

BEND PLUS 2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25" 5.75"

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND FOOTINGS (CAST AGAINST AND EXPOSED)

COVER

3 INCHES

2 INCHES

1 1/2 INCHES

1 INCH

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

LAP SPLICE LENGTH (4000 PSI CONCRETE)- NORMAL WEIGHT, NO EPOXY

LEAST

CONCRETE

COVER AT BAR

S O

BAR SIZES (#)

3 4 5 6 7 8 9 10 11

15" 20" 24" 29" 42" 48" 55" 65" 80"3" 15" 20" 24" 29" 46" 61" 77" 97" 120"2" 15" 20" 25" 36" 62" 81" 102" 130" 160"1 1/2" 18" 32" 50" 73" 106" 121" 136" 153" 170"3/4"

12" 15" 19" 23" 33" 37" 42" 50" 62"3" 12" 15" 19" 23" 36" 47" 59" 75" 92"2" 12" 15" 20" 28" 48" 62" 79" 100" 123"1 1/2" 14" 25" 39" 56" 81" 93" 105" 118" 131"3/4"

#3 #4 #5 #6 #7 #8 #9 #10 #11

DEFORMED REBAR

TYPE

STIRRUPS & TIES

OTHER BARS 2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25" 11.25"

MIN INSIDE DIAMETER OF BEND

1.5" 2" 2.5" N/A N/A N/A N/A N/A N/A

REQUIRED EMBEDEMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

NORMAL WEIGHT

CONCETE TYPE BAR SIZES

4 5 6 7 8 9 10 113

8" 10" 12" 15" 17" 19" 22" 25" 27"

1. THE LATEST EDITION OF THE FOLLOWING AWWA STANDARDS APPLY:

AWWA C110/A21.10 (2012) Ductile-Iron Fittings AWWA C111/A21.11 (2017) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings AWWA C115/A21.15 (2011) Flanged Ductile-Iron Pipe With Ductile-Iron AWWA C500 (2009) Metal-Seated Gate Valves for Water Supply Service AWWA C508 (2017) Swing-Check Valves for Waterworks Service, 2 In. Through 48-In. NPS AWWA C600 (2017) Installation of Ductile-Iron Mains and Their Appurtenances AWWA C900 (2016) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Through 60 In.

2. ALL DUCTILE IRON FITTINGS , VALVES AND PIPE ARE TO COMPLY WITH APPLICABLE AWWA

STANDARDS AND BE A MINIMUM OF ASTM A536 GRADE 65-45-12 DUCTILE IRON.

3. IN SUPPORT OF ALL NEW WATER MAIN SERVICES, INSTALL AND MAINTAIN A TEMPORARY

POTABLE WATER JUMPER CONNECTION AS SHOWN CIVIL DETAIL SHEET C-503.

PIPING, VALVES AND FITTINGS GENERAL NOTES:

1. DURING PIPE LAYING OPERATIONS, DEWATER THE GROUND SUFFICIENTLY TO KEEP THE

GROUNDWATER ELEVATION A MINIMUM OF SIX (6) INCHES BELOW THE PIPE BEING LAID WITHIN

THE AREA OF THE TRENCH.

2. PROVIDE ADEQUATE SHEETING AND BRACING IN ACCORDANCE WITH OSHA GUIDELINES FOR ALL

EXCAVATION AND BACKFILLING IN ORDER TO PROVIDE FOR THE SAFETY OF WORKMEN.

3. ALL INLINE SANITARY SEWER FORCE MAIN VALVES MUST BE RESILIENT SEAT (AWWA C509 OR

C515) VALVES FEATURING AN EPOXY LINED DUCTILE IRON BODY.

4. CONTRACTORS MUST PROVIDE THICKER WET WELL WALLS AND BASES AS REQUIRED TO PREVENT

FLOTATION BASED ON HIGH GROUND WATER TABLE ELEVATIONS AS DETERMINED USING

ACCEPTED ENGINEERING PRACTICES AND/OR APPROVED BY PUBLIC UTILITIES DEPT.

5. SHOP DRAWINGS FOR ALL NEW WET WELL STRUCTURES MUST BE SUBMITTED TO AND APPROVED

BY THE DESIGN ENGINEER PRIOR TO INSTALLATION.

6. WHERE POTABLE WATER AND SANITARY SEWER MAIN CANNOT AVOID CROSSING WITH LESS THAN TWELVE (12) INCHES OF VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER

MAIN, THE SEWER MAIN MUST BE ENCASED WITH CONCRETE OR UPGRADED TO PRESSURE RATED

PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A MINIMUM LENGTH OF

TWENTY (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL

SEPARATION OF SIX (6) FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER

MAINS MUST BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE SIX (6) FOOT HORIZONTAL

SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN MUST BE INSTALLED WITH AT LEAST

THREE (3) FEET OF SEPARATION AND ON AN UNDISTURBED EARTH SHELF AT LEAST SIX (6) INCHES

BELOW A POTABLE WATER MAIN. THE SEPARATION REQUIREMENTS ARE PROVIDED ON SHEET

C-502; NOTIFY THE ENGINEER THROUGH THE CONTRACTING OFFICER OF ANY LOCATIONS WHERE

THE REQUIRED SEPARATION CANNOT BE MET TO DETERMINE APPROPRIATE ACTION.

7. TESTING AND INSPECTION:

7.1. GRAVITY SEWERS MUST BE TESTED TO ENSURE THAT INFILTRATION DOES NOT EXCEED 50

GPD/INCH DIA/MILE.

7.2. FORCE MAIN MUST BE PRESSURE TESTED AT 100 PSI MINIMUM FOR A MINIMUM OF 1 HOUR. A

LEAKAGE TEST MUST BE PERFORMED CONCURRENTLY. LEAKAGE MUST NOT EXCEED 0.25

GAL/HR/1000 LF OF 3-INCH OR 0.33 GAL/HR/1000 LF OF 8-INCH FORCE MAIN.

8. ALL SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION MUST BE IN ACCORDANCE WITH THE

LATEST REVISION OF THE UFC 3-240-01 "WASTEWATER COLLECTION."

9. ALL GRAVITY SANITARY SEWER LINES MUST BE PVC (ASTM D3034, SDR35) WITH ELECTRO-METRIC

GASKETS MEETING ASTM F477 UNLESS OTHERWISE NOTED. PVC FORCE MAINS MUST MEET ASTM

D 2241 SDR-21 (PC200), OR AWWA C900 DR-18 (PC235). ALL GRAVITY SEWER AND FORCEMAIN PIPE

MUST BE COLOR-CODED GREEN FOR IDENTIFICATION.

10. PROVIDE ENGINEER WITH TWO (2) AS-BUILT SEWAGE COLLECTION SYSTEM SURVEYS IN

ACCORDANCE WITH NAVD 88 AND NAVD 29. FROM A FLORIDA REGISTERED PROFESSIONAL LAND

SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER,

11. HORIZONTAL LOCATION OF FORCE MAIN AND ANY SIGNIFICANT CHANGE IN ELEVATION (COVER)

DISTANCE BETWEEN MANHOLES & SERVICE LATERAL LOCATIONS FROM DOWNSTREAM MANHOLE

INVERT, MANHOLE RIM AND SERVICE WYE ELEVATIONS, CLEARANCE BETWEEN GRAVITY OR

PRESSURE SEWERS AND WATER MAINS COMPUTED SEWER SLOPES THE SEWER AS-BUILT

INFORMATION IS DUE PRIOR TO PAVING AND SODDING. PROVIDE SURVEYOR 24-HOUR NOTICE IN

ORDER TO OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

12. VENTILATE PIPE DURING CONSTRUCTION AS REQUIRED TO ELIMINATE REFRACTION ERRORS IN

SETTING ELEVATIONS.

13. PROVIDE FERNCO COUPLINGS, OR APPROVED EQUIVALENT, AT ALL CONNECTIONS OF PVC TO D.I.

SEWER PIPE.

14. COMPACTION OF BACKFILL WILL BE TESTED TO 98% ASTM D-1557 MODIFIED PROCTOR UNDER

ROADWAYS, 95% ASTM D-1557 UNDER OPEN AREAS.

15. WET WELL VENT MUST BE BY REX-BAC-T POLYOK POLY-AIR PCF-PLVF 4" ACTIVATED CARBON

STACK FILTER FOR ODOR CONTROL, OR APPROVED EQUIVALENT.

16. DEFLECTION TESTS: TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. TEST PIPE USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER OF NOT LESS THAN 95.0% OF THE BASE INSIDE DIAMETER OF THE PIPE SPECIFIED IN THE APPENDIX TO ASTM D3034. THE TEST

DEVICE MUST BE PULLED THROUGH BY HAND.

17. PLUG UNUSED SANITARY SEWER SERVICES AND MAINS WITH NON-SHRINK GROUT.

18. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER PRIOR TO REMOVAL OF SANITARY SEWER PIPE OR ELECTRICAL SYSTEM COMPONENTS IN ORDER FOR NOTICES OF SERVICE OUTAGE TO BE DELIVERED, IF OUTAGE IS REQUIRED. WORK SEQUENCE MUST BE PLANNED SO AS TO MINIMIZE

UTILITY SERVICE OUTAGES.

19. ALL PLUG VALVES MUST BE PROVIDED WITH A SERVICE GEAR CAPABLE OF HOLDING AT LEAST 100

PSI TEST PRESSURE FROM BOTH DIRECTIONS; BURIED AND ABOVEGROUND VALVES MUST BE

EQUIPPED WITH TWO (2) NUT ACTUATOR.

20. ALL D.I. FITTINGS USED INSIDE WET WELL MUST BE FUSION BONDED EPOXY (FBE) COATED.

SANITARY SEWERAGE NOTES:

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

FM FM

SF SF SF SF SF

SFSFSFSFSFSF

SF SF SF SF SF

SFSFSFSFSFSF

MOC LS 81904 - DEMOLITION PLAN

1" - 5'SCALE:

1. PROVIDE, INSTALL AND MAINTAIN 125 LF OF SILT FENCE (APPROX. LOCATION); REMOVE UPON

COMPLETION. SEE TYPICAL SILT FENCE DETAIL ON SHEET C-503.

2. EXISTING SANITARY FORCE MAIN AND FE TO REMAIN.

3. CUT AND REMOVE ALL FORCE MAIN PIPES AND FITTINGS FROM INSIDE VALVE PIT. ABOVE

EXISTING REMAINING FE AND FORCE MAIN.

4. REMOVE EXISTING FOUR (4) INCH DRAIN LINE BETWEEN WET WELL AND VALVE PIT.

5. REMOVE EXISTING FOUR (4) INCH FORCE MAINS LOCATED BETWEEN WET WELL AND VALVE PIT.

6. GROUT SEAL HOLES REMAINING IN WET WELL AFTER REMOVAL OF PIPING.

7. GROUT SEAL SOUTH WEST FORCE MAIN PENETRATION, LOCATED IN CONCRETE VALVE PIT,

AFTER REMOVAL OF PIPE. SOUTH EAST PENETRATION IN CONCRETE VALVE PIT TO REMAIN

OPEN FOR NEW PIPE ASSEMBLY ENTRANCE LOCATION.

8. VERTICAL FM PIPE AND FE IN WET WELL TO REMAIN.

9. REMOVE 90 DEGREE BEND AND HORIZONTAL FM PIPE INSIDE WET WELL.

10. DEMOLISH LIFT STATION CONTROL PANEL INCLUDING EQUIPMENT, ENCLOSURES, FRAME, END

DEVICES AND CONTROL WIRING. CONTROLS CONDUIT TO REMAIN FOR REUSE. DEMOLISH

ELECTRICAL DISCONNECT SWITCH. ELECTRICAL CONDUCTORS AND CONDUIT TO REMAIN FOR

REUSE.

DEMOLITION FLAG NOTES:

11. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PHASE

DISCHARGE PIPING TO MAINTAIN SERVICE OF ONE PUMP. AN

ALTERNATIVE BYPASS PLAN MAY BE CONSIDERED IN

ACCORDANCE WITH SHEET G-002, GENERAL NOTE 3.

12. EXISTING FOUR (4) INCH FORCE MAIN TIE IN LOCATION.

13. CORE DRILL EXISTING CONCRETE SLAB DIRECTLY ABOVE

EXISTING WET WELL DISCHARGE PIPE TO ALLOW FOR

EXTENSION OF FOUR (4) INCH DISCHARGE PIPING TO A MIN. 36

INCHES ABOVE GRADE. CONNECT TO NEW 90 DEGREE FL BEND

IN NEW ASSEMBLY. VERTICAL FOUR (4) INCH DI (MJxFE) AND

ABOVE GRADE VALVE AS SHOWN IN DETAIL ON THIS SHEET.

14. AFTER DEMOLITION OF EXISTING AND INSTALLATION OF NEW

PIPING IS COMPLETE, RELINE WET WELL IN ITS ENTIRETY IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. WET

WELL TO BE RELINED WITH EPOXYTEC UME COMPOSITE SYSTEM

OR APPROVED EQUIVALENT.

15. CORE DRILL EXISTING CONCRETE VALVE PIT AND WET WELL AND

CONSTRUCT FOUR (4) INCH PVC DRAIN LINE CONNECTION,

LINK-SEAL STRUCTURE OPENINGS, REPAIR LINER AROUND PIPE

INSIDE WET WELL AND CONCRETE VAULT.

16. INSTALL ABOVE GROUND FOUR (4) INCH FL PLUG VALVE, AIR

RELEASE VALVE AND 90 DEGREE FL BEND. CONNECT TO FOUR

(4) INCH FL DI THROUGH NEW CONCRETE TOP SLAB, SEAL

OPENING WITH LINK-SEAL.

17. ROUTE NEW FOUR (4) INCH DI PIPE BELOW GROUND THROUGH

EXISTING SOUTH EAST PENETRATION IN VALVE PIT.

18. INSTALL APPROX. 10 LF FOUR (4) INCH FL DI FM FROM ABOVE

GROUND ASSEMBLY THROUGH EXISTING CONCRETE VAULT,

CONNECT TO EXISTING FOUR (4) INCH DI FORCE MAIN WITH TWO

(2) 45 DEGREE FL BENDS.

19. GROUT SEAL ANY VISIBLE CRACKS ON THE INTERIOR OF

EXISTING CONCRETE VAULT, THEN APPLY THREE COATS

CONSEAL (CS-55) AND SHERWIN WILLIAMS DTM ACRYLIC OR

APPROVED EQUAL FOR WATERPROOF SEAL.

20. INSTALL TWO (2) INCH SCH 80 PVC WASH WATER SERVICE, WITH

TWO (2) INCH X ONE (1) INCH REDUCER, A ONE (1) INCH BACK

FLOW PREVENTER, HOSE BIBB CONNECTION IN CONCRETE

STAND AND VALVE BOX WITH ONE (1) INCH GATE VALVE FOR

LOCAL DISCONNECT AT LIFT STATION. TAP INTO EXISTING EIGHT

(8) INCH AP/DI/PVC WATER LINE WITH TWO (2) INCH ZURN

WILKINS PRESSURE CONTROL VALVE OR APPROVED EQUAL.

WATER LINE APPROX. 50 FEET EAST PROPOSED HOSE BIBB

LOCATION. SEE SHEET C-502 FOR POTABLE WATER BACKFLOW

ASSEMBLY DETAIL.

21. INSTALL NEW LIFT STATION CONTROL PEDESTAL. EXTEND

CONDUCTORS AND CONDUITS AS REQUIRED TO SUPPLY NEW

DISCONNECT SWITCH ON PEDESTAL FROM EXISTING

ELECTRICAL CIRCUIT. REFER TO ELECTRICAL SHEETS FOR LIFT

STATION CONTROLS PEDESTAL DESIGN, SPECIFICATIONS, AND

DETAILS.

22. CONSTRUCT APPROX. 40 SF NEW CONCRETE SLAB FOR PIPE

SUPPORT SPANNING BETWEEN LIFT STATION WET WELL AND

VALVE PIT. SEE THIS SHEET FOR TYP. CIP CONCRETE PAD

DETAIL.

23. EXTEND EXISTING VERTICAL PIPE LOCATED IN WET WELL,

THROUGH SLAB, TO A MIN. OF 36 INCHES ABOVE GRADE.

CONNECT TO 90 DEGREE FL BEND IN NEW ASSEMBLY. VERTICAL

FOUR (4) INCH DI (MJxFE), AND ABOVE GRADE VALVE ASSEMBLY

AS SHOWN IN DETAIL ON THIS SHEET.

CONSTRUCTION FLAG NOTES:

5' 10'0

GRAPHICS SCALE: 1" - 5'

MOC LS 81904 - SITE PLAN

1" - 5'SCALE:

EXISTING

SS MH

6" PVC

8" PVC

4" PVC

FACILITY #81900

EXTERIOR WALL

FACILITY #81900

EXTERIOR WALL

4" PVC

FACILITY #81900

EXTERIOR WALL

FACILITY #81900

EXTERIOR WALL

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

C-101

M O

C L

- D

N A

N D

FLANGED CHECK VALVE

(LEVER & WEIGHT)

SEAT END OF PLUG VALVE

PLUG VALVE (FLANGED)

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

12" LONG (MIN) FLANGE

SPOOL PIECE

LS 81904 - DISCHARGE RE-PIPING ASSEMBLY DETAIL

4" PVC DRAIN LINE BELOW

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE w/NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM.)

SS AIR RELEASE VALVE

FL PLUG VALVE W/2-INCH OPERATOR NUT

AND GEAR ACTUATOR

SEAT END OF PLUG VALVE

NOTE: PIPING SECTIONS AND

DETAILS NOT TO SCALE.

SHOWN FOR GENERAL LAYOUT

PURPOSES. CONTRACTOR TO

FABRICATE ASSEMBLY.

SCALE: N.T.S

90° FL BEND DOWN

90° FL BEND

(THROUGH NEW

SLAB)

(2) 45° FL BENDS

(INSIDE VALVE PIT)

30"

PIPE STAND

(TYP.)

MIN. 36"

90° FL BEND

FL CHECK VALVE (LEAVER & WEIGHT)

INSTALL 2" WELDED STAINLESS STEEL

NIPPLE OR 2" DOUBLE STRAP SADDLE

W/ 2" 316 S.S. BALL VALVE & 2" S.S. PLUG

12" FL SPOOL

SEAT END ON CHECK VALVE SIDE

FL PLUG VALVE W/ 2-INCH OPERATOR NUT AND GEAR ACTUATOR

SS AIR RELEASE VALVE W/ 1-1/2" SCH 80

PVC DRAIN PIPE TO WET WELL

90° FL BEND

FL PLUG VALVE W/

BAR OPERATOR AND

GEAR ACTUATOR

PIPE STAND (TYP.)

LINK-SEAL

OPENINGS

(TYP.)

THIN-SET MORTAR,

SLOPE TO DRAIN

(2) CONCRETE

PIPE SUPPORTS

* EXISTING

CONCRETE

PIT

4" DUCTILE

IRON PIPE

* FILL ANY CRACKS INSIDE EXISTING CONCRETE

VAULT WITH NON-SHRINK GROUT THEN APPLY

THREE COATS OF CONSEAL (CS-55), SHERWIN

WILLIAMS DTM ACRYLIC, OR APPROVED

EQUIVALENT FOR WATERPROOF SEAL.

NOTE: PIPING SECTIONS AND DETAILS NOT TO SCALE. SHOWN

FOR GENERAL LAYOUT PURPOSES. CONTRACTOR TO

FABRICATE ASSEMBLY.

EXISTING 4"

DI FE PIPE

NEW CONCRETE SLAB

FROM WET WELL TO

VALVE PIT

4" PVC DRAIN

LINE

(2) 45° FL BENDS

TO EXISTING 4" DI

PIPE

5"3"

1" CHAMFER EDGES (TYP.)

6x6-W 2.9x2.9 W.W.F.

4000 PSI CONCRETE

TYP. CIP CONCRETE PAD DETAIL

SCALE: N.T.S.

LS 81904 DISCHARGE RE-PIPING SECTION "D"

SCALE: N.T.S.

EXISTING 4"

DUCTILE

IRON PIPE

FINISHED

GRADE

MOC LS - 81904 CONTROLS DEMO FACING SW

N SCALE: N.T.S.

VALVE PIT PIPING DEMO FACING S

N SCALE: N.T.S.

EXISTING 4"

DI FE PIPE

EXISTING WET WELL

NOTE: NOT APPLICABLE TO PRECAST

VALVE PIT SLABS.

45 SW COMMANDER LS 85124 - SITE PLAN

1" = 5'SCALE:

45 SW COMMANDER LS 85124 - DEMOLITION PLAN

1" = 5'SCALE:

CONSTRUCTION FLAG NOTES:

10. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PHASE DISCHARGE PIPING TO MAINTAIN SERVICE OF

ONE PUMP. AN ALTERNATIVE BYPASS PLAN MAY BE CONSIDERED IN ACCORDANCE WITH SHEET G-002, GENERAL NOTE 3.

11. PROVIDE FOUR (4) INCH X THREE (3) INCH REDUCER AND TIE NEW THREE (3) INCH DI FM INTO EXISTING FOUR

(4) INCH FM.

12. CORE DRILL EXISTING CONCRETE SLAB DIRECTLY ABOVE EXISTING WET WELL DISCHARGE PIPE TO ALLOW FOR EXTENSION OF THREE (3) INCH DISCHARGE PIPING TO A MIN. OF 36 INCHES ABOVE GRADE. PROVIDE CONNECTION FROM TOP OF EXISTING PUMP TO 90 DEGREE FL BEND IN NEW ASSEMBLY. VERTICAL THREE (3) INCH DI (MJxFE) AND ABOVE GRADE VALVE AS SHOWN IN DETAIL ON SHEET.

13. AFTER DEMOLITION AND INSTALLATION OF NEW PIPING IS COMPLETE, RELINE WET WELL IN ITS ENTIRETY IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. WET WELL TO BE RELINED WITH EPOXYTEC UME

COMPOSITE SYSTEM OR APPROVED EQUIVALENT.

14. INSTALL ABOVE GROUND THREE (3) INCH FL PLUG VALVE AND AIR RELEASE VALVE TO 45 DEGREE FL BEND

THROUGH NEW CONCRETE SLAB, CORE DRILL SLAB AS NECESSARY TO ACCOMMODATE 45 DEGREE

PENETRATION. TIE INTO EXISTING FOUR (4) INCH PVC. SEAL SLAB OPENING WITH LINK SEAL.

15. INSTALL NEW LIFT STATION CONTROL PEDESTAL. EXTEND CONDUCTORS AND CONDUITS AS REQUIRED TO SUPPLY NEW DISCONNECT SWITCH ON PEDESTAL FROM EXISTING ELECTRICAL CIRCUIT. REFER TO ELECTRICAL SHEETS FOR LIFT STATION CONTROLS PEDESTAL DESIGN, SPECIFICATION, AND DETAILS.

16. EXISTING FOUR (4) INCH FORCE MAIN.

17. PROVIDE A ONE (1) INCH BACKFLOW PREVENTER, HOSE BIBB CONNECTION IN CONCRETE STAND, AND VALVE BOX WITH ONE (1) INCH GATE VALVE FOR LOCAL DISCONNECT AT LIFT STATION. TIE INTO EXISTING ONE (1)

INCH WATER LINE. SEE SHEET C-502 FOR POTABLE WATER BACKFLOW ASSEMBLY DETAIL.

18. EXTEND VERTICAL PIPE FROM TOP OF PUMP LOCATED IN WET WELL, THROUGH SLAB, TO A MIN. OF 36 INCHES ABOVE GRADE. CONNECT TO 90 DEGREE FL BEND IN NEW ASSEMBLY. VERTICAL THREE (3) INCH DI (MJxFE), AND ABOVE GRADE VALVE ASSEMBLY AS SHOWN IN DETAIL ON THIS SHEET. VERIFY PUMP DISCHARGE

DIAMETER AND PROVIDE REDUCER IF NECESSARY.

19. CONSTRUCT APPROX. 50 SF NEW CONCRETE SLAB FOR PIPE SUPPORT SPANNING BETWEEN LIFT STATION

WET WELL AND EXISTING FORCE MAIN. SEE THIS SHEET FOR TYP. CONCRETE PAD DETAIL.

5' 10'0

GRAPHICS SCALE: 1" - 5'

4" PVC

EDGE OF SIDEWALK

EXISTING LIFT

STATION

CONTROL PANEL

EXTERIOR WALL OF

FACILITY #85125

8" PVC

EXISTING HOSE BIBB

8" PVC

EXISTING LIGHT POLE WET WELL VENT

CHILLER

CANOPY

CHILLER

EXISTING

ELECTRICAL HH

EXTERIOR WALL OF

FACILITY #85125

1. PROVIDE, INSTALL AND MAINTAIN 100 LF OF SILT FENCE (APPROX.

LOCATION); REMOVE UPON COMPLETION. SEE TYP. SILT FENCE DETAIL ON

SHEET C-503.

2. EXISTING SANITARY FORCE MAIN TO REMAIN.

3. DEMOLISH EXISTING VALVE PIT IN ITS ENTIRETY INCLUDING ASSOCIATED

PIPING, VALVES AND FITTINGS.

4. REMOVE EXISTING 1.5 INCH DRAIN LINE BETWEEN WET WELL AND VALVE

PIT.

5. DEMOLISH EXISTING THREE (3) INCH FORCE MAINS FROM TOP OF PUMP

CONNECTION TO VALVE PIT.

6. DEMOLISH LIFT STATION CONTROL PANEL INCLUDING EQUIPMENT,

ENCLOSURES, FRAME, END DEVICES AND CONTROL WIRING, CONTROL

CONDUIT TO REMAIN FOR REUSE. DEMOLISH ELECTRICAL DISCONNECT

SWITCH. ELECTRICAL CONDUCTORS AND CONDUIT TO REMAIN FOR REUSE.

7. DEMOLISH EXISTING HOSE BIBB.

8. DEMOLISH CORROSION CONTROL DEVICES ASSOCIATED WITH WET WELL

AND VALVE PIT PIPING. (TYP. OF 4)

9. GROUT SEAL HOLES REMAINING IN WET WELL AFTER REMOVAL OF PIPING.

DEMOLITION FLAG NOTES:

EXISTING ELECTRICAL

JUNCTION BOX

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

C-102

W C

O M

L S

- D

O N

A N

D S

LIFT STATION MULTIPLE DEMO FACING WN

SCALE: N.T.S.

WET WELL PIPING DEMO FACING N

SCALE: N.T.S.

FINISHED

GRADE

30"

MIN. 36"

30" MIN. COVER

90° FL BEND

12" FL SPOOL

SEAT END ON

CHECK VALVE SIDE

FL PLUG VALVE W/ 2-INCH OPERATOR NUT AND GEAR ACTUATOR

SS AIR RELEASE VALVE W/ 1-1/2" SCH

80 PVC DRAIN PIPE TO WET WELL

45° FL BEND

FL PLUG VALVE W/ BAR OPERATOR

AND GEAR ACTUATOR

PIPE STAND (TYP.)

LINK-SEAL OPENINGS

DUCTILE IRON PIPE

FExMJ DI PIPE

45° MJ BEND

316 S.S.

RESTRAINT

RODS

EXISTING DUCTILE IRON PIPE

EXISTING

SUBMERSIBLE

PUMP

FL CHECK VALVE (LEAVER & WEIGHT)

LS 85124 DISCHARGE RE-PIPING SECTION

SCALE: N.T.S

EXISTING 4" DI PIPE

2" CORE DRILL

FOR DRAIN PIPE

12" LONG (MIN)

FLANGE SPOOL PIECE 90° BEND (FLANGED)

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED, SEE PUMP

SEPARATION NOTES.

PLUG VALVE

(FLANGED)

SS AIR RELEASE VALVE

TO 45° MJ BEND

EFFLUENT PIPE

(BELOW GROUND)

45° (FL BEND DOWN)

TEE (FLANGED) TYP.

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE W/ NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK

(PO) W/ CAP (ALUM)

PLUG VALVE (FLANGED)

SEAT END OF PLUG VALVE

FLANGED CHECK VALVE

(LEVER & WEIGHT)

LS 85124 - DISCHARGE RE-PIPING ASSEMBLY DETAIL

SCALE: N.T.S

5"3"

1" CHAMFER EDGES (TYP.)

6x6-W 2.9x2.9 W.W.F.

4000 PSI CONCRETE

TYP. CIP CONCRETE PAD DETAIL

SCALE: N.T.S.

NOTE: PIPING SECTION AND DETAILS NOT TO

SCALE. SHOWN FOR GENERAL LAYOUT PURPOSES.

CONTRACTOR TO FABRICATE ASSEMBLY.

NOTE: PIPING SECTION AND DETAILS NOT TO

SCALE. SHOWN FOR GENERAL LAYOUT PURPOSES.

CONTRACTOR TO FABRICATE ASSEMBLY.

EXISTING WET WELL

FM FM FM

SF SF SF SF SF SF

SF SF SF SF

SFSFSFSFSFSFSFSFSFSFSFSFSFSF

FM FM FM

SF SF SF SF SF SF

SF SF SF SF

SFSFSFSFSFSFSFSFSFSFSFSFSFSF

REPUMP #3 LS 81726 - DEMOLITION PLAN

1" = 5'SCALE:

1. INSTALL AND MAINTAIN APPROX. 220 LF OF SILT FENCE (APPROX. LOCATION);

REMOVE UPON COMPLETION. SEE SHEET C-503 FOR TYP. SILT FENCE DETAIL.

2. PRESERVE PORTION OF EXISTING SANITARY FORCE MAIN AND FE TO REMAIN.

3. CUT AND REMOVE ALL FORCE MAIN PIPES AND FITTINGS FROM INSIDE VALVE

PIT. ABOVE EXISTING REMAINING FE AND FORCE MAIN.

4. REMOVE EXISTING CONCRETE VALVE PIT METAL LIDS AND REMOVE

CONCRETE BOX TOP RIM SECTION.

5. REMOVE EXISTING TWO (2) INCH DRAIN LINE CONNECTING WET WELL AND

VALVE PIT.

6. REMOVE EXISTING SIX (6) INCH FORCE MAINS LOCATED BETWEEN WET WELL

AND VALVE PIT. GROUT SEAL HOLES REMAINING IN WET WELL AND VALVE PIT

AFTER REMOVAL OF PIPING.

7. VERTICAL FM PIPE AND FE IN WET WELL TO REMAIN.

8. REMOVE 90 DEGREE BEND AND HORIZONTAL FM PIPE INSIDE WET WELL. DO

NOT TO DAMAGE WET WELL LINER.

DEMOLITION FLAG NOTES:

9. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PHASE

DISCHARGE PIPING IN ORDER TO MAINTAIN SERVICE OF ONE PUMP. AN

ALTERNATIVE BYPASS PLAN MAY BE CONSIDERED IN ACCORDANCE WITH

SHEET G-002, GENERAL NOTE 3.

10. EXISTING MOTOR CONTROL PANEL, JUNCTION BOX, DISCONNECT, RTU,

AND ANTENNA TO REMAIN.

11. EXISTING SIX (6) INCH FORCE MAIN TIE IN LOCATION.

12. CORE DRILL EXISTING CONCRETE SLAB DIRECTLY ABOVE EXISTING WET

WELL DISCHARGE PIPE TO ALLOW FOR EXTENSION OF SIX (6) INCH

DISCHARGE PIPING TO A MIN. 36 INCHES ABOVE GRADE. CONNECT TO

NEW 90 DEGREE FL BEND IN NEW ASSEMBLY. VERTICAL SIX (6) INCH DI

(MJxFE) AND ABOVE GRADE VALVE AS SHOWN IN DETAIL ON THIS SHEET.

13. CORE DRILL EXISTING CONCRETE VALVE PIT AND WET WELL,

CONSTRUCT SIX (6) INCH PVC DRAIN LINE CONNECTION, LINK-SEAL

STRUCTURE OPENINGS, AND REPAIR LINER AROUND PIPE INSIDE WET

WELL.

14. INSTALL ABOVE GROUND SIX (6) INCH FL PLUG VALVE, AIR RELEASE

VALVE, TWO (2) 45 DEGREE FL BENDS AND 90 DEGREE FL BEND TO SIX (6)

INCH DI THROUGH NEW CONCRETE TOP SLAB, SEAL OPENING WITH

LINK-SEAL.

15. INSTALL APPROX. 10 LF SIX (6) INCH FL DI FORCE MAIN WITHIN EXISTING

CONCRETE VAULT, CONNECT TO EXISTING SIX (6) INCH DI FORCE MAIN.

16. CONTRACTOR DELEGATED DESIGN (NTS) REINFORCED PRECAST

CONCRETE VALVE PIT TOP SLAB WITH SQUARE MANHOLE FRAME AND

DUAL SOLID HATCHED LIDS WITH LIFTING HANDLES, SEE DETAIL ON THIS

SHEET. PROVIDE #5 VERTICAL SMOOTH DOWELS AT SET IN EPOXY 24

INCH O.C. TO CONNECT THE NEW TOP SLAB TO VERTICAL WALLS OF

EXISTING VALVE PIT, GROUT SEAL JOINT WITH NON-SHRINK

CEMENTITIOUS GROUT INTERIOR AND EXTERIOR.

17. GROUT SEAL ANY VISIBLE CRACKS ON THE INTERIOR OF EXISTING

CONCRETE VAULT, THEN APPLY THREE COATS CONCEAL (CS-55),

SHERWIN WILLIAMS DTM ACRYLIC, OR APPROVED EQUAL FOR

WATERPROOF SEAL.

18. PROVIDE TWO (2) INCH SCH 80 PVC WASH WATER SERVICE, WITH TWO (2)

INCH X ONE (1) INCH REDUCER AND A ONE (1) INCH BACK FLOW

PREVENTER HOSE BIBB CONNECTION IN CONCRETE STAND AND VALVE

BOX WITH ONE (1) INCH GATE VALVE FOR LOCAL DISCONNECT AT LIFT

STATION. PROVIDE WET TAP TO EXISTING AC/DI/PVC FIRE LINE. FIRE LINE

APPROX. 100 FEET EAST OF PROPOSED HOSE BIBB LOCATION.

19. PROVIDE TWO (2) PIPE BOLLARDS AT EITHER SIDE. SEE SHEET C-503 FOR

TYP. BOLLARD DETAIL.

20. CONSTRUCT NEW CONCRETE SLAB FOR PIPE SUPPORT SPANNING

BETWEEN LIFT STATION WET WELL AND VALVE PIT. SEE THIS SHEET FOR

TYP. CONCRETE PAD DETAIL.

21. EXTEND EXISTING VERTICAL PIPE LOCATED IN WET WELL, THROUGH

SLAB, TO A MIN. OF 36 INCHES ABOVE GRADE. CONNECT TO 90 DEGREE

FL BEND IN NEW ASSEMBLY. VERTICAL SIX (6) INCH DI (MJxFE), AND

ABOVE GRADE VALVE ASSEMBLY AS SHOWN IN DETAIL ON THIS SHEET.

22. GROUT AND SEAL HOLES REMAINING PENETRATIONS AFTER REMOVAL

OF EXISTING FORCE MAIN PIPING IN WET WELL, WHERE APPLICABLE

REPAIR LINER IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS. IF MANUFACTURER'S RECOMMENDED REPAIR IS

UNFEASIBLE SEAL WITH THREE COATS OF CONSEAL (CS-55) AND

SHERWIN WILLIAMS DTM ACRYLIC OR APPROVED EQUIVALENT FOR

WATER PROOFING.

CONSTRUCTION FLAG NOTES:

5' 10'0

GRAPHICS SCALE: 1" - 5'

6" PVC

2" PVC

6" DI

6" PVC

4" PVC

3" PVC

6" DI

EXISTING BOLLARD

(TYP.)

EXISTING

TRANSFORMER

REPUMP #3 LS 81726 - SITE PLAN

1" = 5'SCALE:

6" PVC

3" PVC

6" DI

EXISTING BOLLARD

(TYP.)

EXISTING

TRANSFORMER

EXISTING

SS CO

4" PVC

EXISTING

SS CO

2 3

1 2 3

4 5 6

T D

D R

B Y:

D B

4 5

K D

N D

SHEET

IDENTIFICATION

E N

S Q

R O

N C

O N

T N

-1

8- F-

C H

Y N

Ne lso nE ng in ee ri ng Co rh od es b rit

C .J

O D

C I

O N

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

N V

U S

C C

S, F L

C-103

U M

P #3

L S

- D

O N

A N

D S

LS 81726 - DISCHARGE RE-PIPING ASSEMBLY DETAIL

FLANGED CHECK VALVE

(LEVER & WEIGHT)

SEAT END OF PLUG VALVE PLUG VALVE (FLANGED)

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

6" PVC DRAIN LINE BELOW

12" LONG (MIN) FLANGE

SPOOL PIECE

FL PLUG VALVE W/2-INCH OPERATOR NUT

AND GEAR ACTUATOR

SEAT END OF PLUG VALVE

(2) 45° FL BENDS

SS AIR RELEASE VALVE

TEE (FLANGED) TYP.

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE w/NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM.)

90° FL BEND DOWN

90° FL BEND

(INSIDE VAULT)

NOTE: PIPING SECTIONS AND

DETAILS NOT TO SCALE. SHOWN

FOR GENERAL LAYOUT PURPOSES.

CONTRACTOR TO FABRICATE

ASSEMBLY.

SCA…

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 Aug 12, 2020.