Attach_2_Drawings.pdf

PDF 4 MB Posted Aug 18, 2020

Attached to: Install Emergency Cooling Tower Makeup Water Federal contract opportunity
Solicitation number: FA252120B0020
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation seeks bids for a firm-fixed price construction contract to install emergency cooling tower makeup water systems at Cape Canaveral Air Force Station. The project scope involves providing all labor, materials, and equipment to drill new wells, install pumping systems, and route water lines to critical facilities per technical specifications. The contract value is estimated between $500,000 to $1,000,000 with a 215-day period of performance. The solicitation is a 100% small business set-aside for NAICS code 237110. The issuing agency is the Department of the Air Force Space Command. Bids are due by the closing date specified in the solicitation.

View the file

Other files for this federal contract opportunity

Other files attached to Install Emergency Cooling Tower Makeup Water, newest first.
File	Type	Posted
WD FL20200001 (04Sep2020).pdf	PDF	Sep 10, 2020
20B0020_Supplemental_Drawings.pdf	PDF	Sep 10, 2020
Solicitation Amendment FA252120B00200001 SF 30.pdf	PDF	Sep 10, 2020
20B0020_QandAs.pdf	PDF	Sep 10, 2020
Attach_7_45_SFS_Badge_Request_Form.pdf	PDF	Aug 18, 2020
Attach_6_DB_WD_FL20200001_(14Aug2020).pdf	PDF	Aug 18, 2020
Attach_3__Questions_Template.docx	DOCX document	Aug 18, 2020
Attach_5_GPP_Forms.pdf	PDF	Aug 18, 2020
Attach_1_Tech_Specs.pdf	PDF	Aug 18, 2020
Attach_4_ CECC_Form_3052.xls	XLS spreadsheet	Aug 18, 2020
Solicitation - FA252120B0020.pdf	PDF	Aug 18, 2020

Show all 11

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.

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A P P R O V E D

INSTALL EMERGENCY MAKEUP

WATER FOR CRITICAL FACILITIES

DRAWING INDEX

SHEET NUMBER SHEET TITLE REV

G-001 COVER SHEET

CIVIL

C-001 CIVIL GENERAL NOTES

C-002 ABBREVIATIONS, SYMBOLS, AND SCHEDULES

C-101 MORRELL OPERATIONS CENTER (MOC) - SITE PLAN

C-102 EASTERN PROCESSING FACILITY (EPF) - SITE PLAN

C-103 TECH SUPPORT FACILITY (TSF) - SITE PLAN

C-104 XY COMM BUILDING (XY) - SITE PLAN

C-501 CIVIL DETAILS I

C-502 CIVIL DETAILS II

C-701 PUMP SKID SYSTEM REQUIREMENTS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES

E-101 MORRELL OPERATIONS CENTER (MOC) - ELECTRICAL SITE PLAN

E-102 EASTERN PROCESSING FACILITY (EPF) - ELECTRICAL SITE PLAN

E-103 TECH SUPPORT FACILITY (TSF) - ELECTRICAL SITE PLAN

E-104 XY COMM BUILDING (XY) - ELECTRICAL SITE PLAN

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

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

PCB

NOT

VERIFIEDHAZARDOUS MATERIALSERP/WETLANDS/ DREDGE

& FILL

DBEH 18-1500

TRUE

NORTH

EASTERN PROCESSING

FACILITY (EPF)

LOCATION MAP

SCALE: N.T.S.

NOTE: PROJECT AREA DOES NOT REQUIRE FDEP NPDES PERMIT;

HOWEVER, A SWPPP IS REQUIRED.

MORRELL OPERATIONS

FACILITY (MOC)

TECH SUPPORT

FACILITY (TSF)

XY COMM BUILDING (XY)

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

I T

G-001

C O

S H

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

X X X

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-001

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

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. USE 3,000 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. 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.

CIVIL GENERAL NOTES:

UNLESS OTHERWISE SPECIFIED, ALL WORK TO BE PERFORMED CONSISTENT WITH THE RULES AND REQUIREMENTS OF THE

FOLLOWING:

· CAPE CANAVERAL AIR FORCE STATION, CCAFS

· FLORIDA DEPARTMENT OF HEALTH IN BREVARD COUNTY

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 TO 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. CONDUCT A WILDLIFE SURVEY THROUGH 45 CES/CEIE AT LEAST TWO (2) WEEKS PRIOR TO ANY DEMOLITION OR GROUND

EXCAVATION.

3. OBTAIN WELL INSTALLATION PERMITS IN ACCORDANCE WITH SPECIFICATION SECTION 33 11 13.

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

5. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO CONFIRM THE ACCURACY OF ALL SURVEY

AND OTHER GRADING DATA.

6. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED CONSTRUCTION TO AVOID

OBSTACLES, AS AGREED TO BY THE CONTRACTING OFFICER.

7. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER DISCIPLINES TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES. CALL ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

8. 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, NOTIFY THE CONTRACTING OFFICER.

9. 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.

10. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

11. SCHEDULE A CONSTRUCTION COORDINATION MEETING WITH THE CONTRACTING OFFICER AND PROJECT STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND OUTAGES AND REVIEW/CLARIFY REQUESTS FOR

INFORMATION.

12. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO

THE START OF CONSTRUCTION.

13. 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, NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY CHANGES TO BE ADJUSTED, AS

PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK.

14. THE CONTRACTOR IS RESPONSIBLE FOR THE ACTS AND OMISSIONS OF CONTRACTOR EMPLOYEES AND ALL THEIR SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A

CONTRACT WITH THE CONTRACTOR.

15. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

16. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED, EMPLOY A FLORIDA REGISTERED LAND

SURVEYOR TO RESET OR REPLACE THEM.

17. THE CONTRACTOR IS 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.

18. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, TO AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS; AND THE CONTRACTOR TO PROVIDE PROPER

FACILITIES FOR SUCH ACCESS AND FOR THE INSPECTION.

19. 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.

20. 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.

21. 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 USE OF EQUIPMENT OR MATERIALS AS

PUBLISHED BY MANUFACTURER.

22. 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.

23. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE WORK TO 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 GOVERNS. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE 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.

25. 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.

26. PROVIDE ADEQUATE PROTECTION FOR PARTS IN WORKPLACE AND ADJACENT AREAS THAT ARE SUBJECT TO DAMAGE DUE TO

CONSTRUCTION. PROTECTION OF PARTS IS AT THE COST OF THE CONTRACTOR.

27. FURNISH AND MAINTAIN ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC-CARRYING ROADS.

28. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL

ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

29. CONTRACTOR AND ITS SUBCONTRACTORS TO 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, CONTRACTOR TO 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.

30. CONTRACTOR AND ITS SUBCONTRACTORS TO, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING ANY HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR TO BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF CONTRACTOR

AND ITS SUBCONTRACTORS.

31. 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.

32. "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.

REINFORCING STEEL:

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

2. ENSURE ALL DEFORMED BARS CONFORM TO ASTM A615, GRADE 60 AND INSTALLED IAW ACI 315-99.

3. COLD BEND ALL REINFORCEMENT. DO NOT FIELD BEND REINFORCEMENT PARTIALLY EMBEDDED IN GROUT.

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. SUPPORT REINFORCING STEEL IN STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECT AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. PROVIDE PRECAST CONCRETE BRICKS AT 2 FEET OC EACH WAY (MAX SPACING) FOR THE SUPPORT OF REINFORCING STEEL AND WIRE MESH AT THE FOUNDATIONS AND

SLAB-ON-GRADE.

7. PROVIDE FIBREGLASS REINFORCED PLASTIC OR PLASTIC COATED STEEL FOR ALL REINFORCEMENT CHAIR LEGS THAT REST

ON CONCRETE SURFACES AND WILL BE EXPOSED IN THE FINISH STRUCTURE.

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND EXPOSED TO EARTH)

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)

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. CONSTRUCT ALL PORTIONS OF PAVEMENT AND CURBING IN ACCORDANCE WITH FDOT STANDARD DETAILS.

4. FOR ASPHALT ROAD BASE COURSE FOUR (4) INCHES OF #57 STONE IN FOUR INCH LIFTS AND PROVIDE THREE PASSES WITH

VIBRATORY PLATE COMPACTION.

5. FOR CONCRETE EQUIPMENT PAD BASE COURSE PLACE FOUR (4) INCHES OF #57 STONE IN FOUR INCH LIFTS AND PROVIDE

THREE PASSES WITH VIBRATORY PLATE COMPACTION.

6. FOR UTILITY BEDDING, HAUNCHING AND COVER PLACE CLEAN GRANULAR FILL IN SIX INCH LIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

7. FOR UTILITY TRENCH BACKFILL PLACE NATIVE BACKFILL IN 12-INCH LIFTS (MAX) AND COMPACT TO A MINIMUM OF 95% OF THE

MAXIMUM MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

8. INSTALL 10 MIL VAPOR BARRIER BETWEEN NEW CONCRETE AND BASE MATERIAL.

9. COORDINATE ALL NEW FOUNDATIONS WITH EXISTING CONDITIONS. REPORT ANY CONFLICTS TO THE CONTRACTING OFFICER

FOR PROPOSED SOLUTION.

10. FOR FOUNDATIONS SHOWN ON DRAWINGS THAT USE EARTH FORMING, ENSURE EXCAVATION AREA DOES NOT EXCEED THREE

INCHES IN EACH DIRECTION.

1. REMOVE ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS FROM THE PROJECT SITE AND PROVIDE

PROPER DISPOSAL OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.

2. ENSURE EROSION CONTROL MEASURES TAKEN ARE IN CONFORMANCE WITH CCAFS, 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 OR HAY BALES 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. MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. SUCH DEVICES TO 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 ENSURE THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS IS AS SHORT AS PRACTICABLE. GRADING OPERATIONS ARE TO IMMEDIATELY FOLLOW SCHEDULED AND COMPLETED CLEARING AND GRUBBING. PERMANENT EROSION CONTROL FEATURES ARE TO BE SCHEDULED AND PREFORMED IMMEDIATELY FOLLOW GRADING OPERATIONS IF CONDITIONS ON THE PROJECT AREA ALLOW.

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, HAY BALES, 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. MAINTAIN A WRITTEN RECORD OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MUST MAKE ALL RECORDS AVAILABLE UPON REQUEST BY THE CONTRACTING OFFICER.

FOUNDATIONS:

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

LAP SPLICE LENGTH - NORMAL WEIGHT CONCRETE, NO EPOXY

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"

LEAST

CONCRETE

COVER AT BAR

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

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

STIRRUPS & TIES

90° BEND PLUS 2.25" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

STIRRUPS & TIES

135° BEND PLUS 3" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

OTHER BARS 90°

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

OTHER BARS 180°

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

MECHANICAL GENERAL NOTES:

1. PROVIDE PIPE MARKER FOR ALL PIPING IN ACCORDANCE WITH THE DIVISION 22 SPECIFICATIONS.

2. PROVIDE VALVES AND FITTINGS AS THE SAME SIZE AS THE PIPING WHERE THEY ARE LOCATED UNLESS NOTED OTHERWISE.

3. INSTALL PLUMBING SYSTEMS IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE (FBC), PLUMBING (SIXTH EDITION).

4. COMPLY WITH UFC, IBC, AND STATE, COUNTY, CITY, AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES AND ALL OTHER APPLICABLE STANDARDS, CODES AND REQUIREMENTS WITH LATEST AMENDMENTS, INCLUDING BUT NOT

LIMITED TO 62-550.350, F.A.C. OPERATION AND MAINTENANCE OF PUBLIC WATER SYSTEMS.

5. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

6. FIELD-VERIFY AND COORDINATE DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. PROVIDE FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING NEEDED DUE TO OBSTRUCTIONS OR

INTERFERENCES AT NO ADDITIONAL COST.

7. SUPPORT ALL EQUIPMENT AND PIPING AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO

PROVIDE A VIBRATION-FREE, RIGID INSTALLATION.

8. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT.

9. THE LOCATION AND/OR ELEVATION OF EXISTING UNDERGROUND PIPING, IF SHOWN ON THESE PLANS, ARE FOR REFERENCE ONLY.

THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CALL THE APPROPRIATE UNDERGROUND PIPING COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UNDERGROUND PIPING.

NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS BETWEEN EXISTING AND NEW UNDERGROUND PIPING.

GENERAL NOTES:

1. PUMPS AND WELLS.

A. PHASE PROJECT SUCH THAT WELLS CAN BE DRILLED AND TESTED TO DETERMINE WELL PRESSURE AND WATER QUALITY TO VALIDATE PUMP SUCTION HEAD PRIOR TO PUMP AND FILTER PROCUREMENT. SEE PUMP AND FILTER SCHEDULE.

B. CONFORM WATER PUMP ELECTRICAL CONTROL SYSTEMS TO NFPA 70, 70E AND LOCAL BUILDING CODES.

C. PROTECT THE PUMPING SYSTEM FROM ENVIRONMENTAL HAZARDS.

D. USE ELECTRIC MOTORS WITH A NOMINAL HORSEPOWER RATING GREATER THAN THE MAXIMUM HORSEPOWER REQUIREMENT OF THE PUMP DURING NORMAL OPERATION. PROVIDE MOTOR TO HAVE A SERVICE FACTOR OF AT LEAST 1.15.

2. PUMP INSTALLATION.

A. INSTALL PUMPS IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. SET PUMPS PLUMB AND SECURE TO A FIRM CONCRETE BASE. ENSURE NO STRAIN OR DISTORTION ON THE PIPE AND FITTINGS. SUPPORT PIPE AND FITTINGS TO

AVOID PLACING UNDUE STRAIN ON THE PUMP.

B. INSTALL PUMPS IN A MANNER TO AVOID LOSS OF PRIME. INSTALL SUCTION LINE TO PREVENT THE ACCUMULATION OF AIR POCKETS. ENSURE ALL CONNECTIONS AND REDUCTIONS IN SUCTION PIPE TO AVOID CAUSING AIR POCKETS AND

CAVITATION.

C. LOCATE PUMPS TO FACILITATE SERVICE AND EASE OF REMOVAL. PROVIDE APPROPRIATE FITTINGS TO ALLOW THE PUMP TO READILY BE PRIMED, SERVICED, AND DISCONNECTED. PROVIDE AN ENCLOSURE OF ADEQUATE SIZE AND STRENGTH, WITH PROPER VENTILATION, TO PROTECT THE PUMP FROM THE ELEMENTS.

3. HYDRAULIC CONTROL TUBING.

A. INSTALL TUBING IN TRENCHES FREELY AND SPACED TO PREVENT RUBBING AGAINST PIPE, FITTINGS, OR OTHER OBJECTS THAT COULD SCORE THE TUBING, AND WITH A MINIMUM 12-INCH DIAMETER LOOP AT ALL TURNS AND CONNECTIONS.

PROVIDE A MINIMUM DEPTH OF COVER OF 12 INCHES.

B. CONNECT TUBING WITH COUPLINGS AND COLLARS RECOMMENDED BY THE TUBING MANUFACTURER. MAKE ALL SPLICES IN VALVE BOXES. PREFILL TUBING WITH WATER, EXPELLING ENTRAPPED AIR AND TESTING FOR LEAKS PRIOR TO

INSTALLATION.

4. BACKFLOW PREVENTION METHODS

PROVIDE BACKFLOW PREVENTION ASSEMBLIES AT ALL WATER SUPPLY CROSS CONNECTIONS IN ACCORDANCE WITH UFC 3-230-01 AND COUNTY, MUNICIPAL OR OTHER APPLICABLE CODES. PROVIDE BACKFLOW PREVENTION ASSEMBLY TYPE WITH

THE HIGHEST DEGREE OF PROTECTION IN THE EVENT OF CONFLICTING REGULATIONS.

5. TRENCHING

MAINTAIN A MINIMUM 12 INCH SEPARATION BETWEEN WATER AND ELECTRIC UTILITIES IN TRENCHES. INSTALL A SINGLE

STRAND SOLID COPPER DETECTION WIRE WITH ALL BURIED NON-METALLIC PIPING.

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-002

N S, S

A N

D S

C H

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

A AMP

ACI AMERICAN CONCRETE INSTITUTE

APPOX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

CCAFS CAPE CANAVERAL AIR FORCE STATION

CJ CONTROL JOINT

CRSI CONCRETE REINFORCEMENT STEEL INSTITUTE

CSJ CONSTRUCTION JOINT

CEIE CIVIL, ENVIRONMENTAL AND INFRASTRUCTURE ENGINEERING

CES CIVIL ENGINEERING SQUADRON

CFR CODE OF FEDERAL REGULATIONS

CONC CONCRETE

CRSI CONCRETE REINFORCEMENT STEEL INSTITUTE

DIP DUCTILE IRON PIPE

EMU EMERGENCY MAKE UP WATER

EOP EDGE OF PAVEMENT

EPF EASTERN PROCESSING FACILITY

ETR EXISTING TO REMAIN

EW EACH WAY

FAA FEDERAL AVIATION ADMINISTRATION

FAC FLORIDA ADMINISTRATIVE CODE

FBC FLORIDA BUILDING CODE

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FE FLANGED END

FFE FINISH FLOOR ELEVATION

FL FLANGED

FT FOOT

GPM GALLON PER MINUTE

HP HORSEPOWER

HSS HOLLOW STRUCTURAL SECTION

HZ HERTZ

IBC INTERNATIONAL BUILDING CODE

LF LINEAR FEET

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MOC MORRELL OPERATIONS CENTER

NAD 83 NORTH AMERICAN DATUM OF 1983

NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OSHA OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION

PH PHASE

PSIG POUNDS PER SQUARE INCH GAUGE

PVC POLYVINYL CHLORIDE

SCH SCHEDULE

SF SQUARE FEET

SS STAINLESS STEEL

TDH TOTAL DYNAMIC HEAD

TOS TOP OF SLAB

TSF TECH SUPPORT FACILITY

TYP TYPICAL

UFC UNITED FACILITIES CRITERIA

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

V VOLT

XY XY COMM BUILDING

NEW CONCRETE BASE

EXISTING BASE GRADE

NEW PACKED GRAVEL

WATER

EXISTING SUBGRADE

NEW HAUNCHING

NEW BEDDING SAND

EXISTING TO BE DEMOED

SAWCUT

CENTERLINE

EXISTING WATER LINE

EXISTING COMM

ABANDON IN PLACE

EXISTING FORCEMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING STORM DRAIN

EXISTING NATURAL GAS

EXISTING ELECTRICAL

EMERGENCY MAKE UP WATER

SILT FENCE

END OF PIPE

RELIEF VALVE

PRESSURE SWITCH

PRESSURE GAUGE

SYMBOLS:ABBREVIATIONS:

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

SECTION DETAIL BUBBLE

DETAIL REFERENCE LETTER

C-501 B

A C-501

DETAIL PLAN REFERENCE NUMBER

DRAWING WHERE SECTION IS REFERENCED

REFERENCE SYMBOLS:

# FLAG NOTE

CANOPY

NO RP

AIP SLAB

NO RP

ANTENNA PAD

81915

ANTENNA PAD

81913

ELECTRICAL SUBSTATION PAD

81902

FUEL TANK PAD

81900-3

ANTENNA PAD

81914

ANTENNA PAD

81909

ANTENNA PAD

81916

NOAA PORT ANTENNA

81910

NATURAL GAS STATION 9

NO RP

AIP LIGHTNING PROTECTION TOWER PAD

81911

ANTENNA PAD

81918

ANTENNA PAD

81912

ANTENNA PAD

81917

MORRELL OPERATIONS CENTER

81900

GATE HOUSE

81901

LIGHTNING PROTECTION TOWERS

81911

WALL

MAIN

8 PVC

MAIN

8 PVC

MAIN

8 PVC

MAIN

6 TBD

MAIN

6 TBD

SERVICE

2 PVC

MAIN

8 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

MAIN

4 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

MAIN

6 PVC

TEE

VALVE

BACKFLOW

VALVE

BACKFLOW

VALVE

HYDRANT

HS-22-03

HYDRANT

HS-22-04

HYDRANT

HS-22-05

LIFT STATION

81904

VALVE

M-S22-06

C.O.

M-S22-05

M-S22-04 M-S22-03

4x7.5x7

MH-570

4x7x4x10x6

MH-595A

4x7.5x7

MH-594D2

4x9x6

MH-595

4x9x6

MH-596

4x7.5x7

MH-595B

4x7.5x7

MH-594B

4x7.5x7

MH-594D1

C C

E E

X X

X X X X X X X X X X X

X X

XXXXXXXXXXX

X X

MAIN

8 PVC

MAIN

8 PVC

MAIN

8 PVC

MAIN

6 TBD

MAIN

6 TBD

SERVICE

2 PVC

MAIN

8 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

MAIN

4 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

MAIN

6 PVC

8'' W

TEE

HYDRANT

HS-22-03

HYDRANT

HS-22-04

HYDRANT

HS-22-05

8' ' W

8'' W

S S

C O

ELECTRICAL SUBSTATION PAD

81902

FUEL TANK PAD

81900-3

WALL

SERVICE

2 PVC

MAIN

8 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

TEE

BACKFLOW

E E

X X

SERVICE

2 PVC

MAIN

8 PVC

MAIN

8 PVC

SERVICE

4 PVC

FIRE

8 PVC

8'' W

TEE

8'' W

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

1. AVERAGE MAKEUP WATER RATE 24 GPM.

2. TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING TO REMAIN ITEMS DURING

DEMOLITION AND CONSTRUCTION.

3. LAWFULLY DISPOSE OF ALL MATERIALS, DRILL CUTTINGS, AND WATER USED TO AN

OFFSITE LOCATION.

4. PATCH ALL HOLES CREATED BY THE REMOVAL OF PIPING OR OTHER ITEMS. IN-FILL

UNUSED OPENINGS WITH SAME MATERIAL, UNLESS NOTED OTHERWISE.

5. REFER TO SHEET C-701 FOR PUMP SKID REQUIREMENTS FOR MOC LOCATION.

6. COORDINATE FINAL LOCATION OF WELL AND PUMP SYSTEM EQUIPMENT WITH

FACILITY OWNER PRIOR TO START OF CONSTRUCTION.

SPECIFIC NOTES:

0 25 50 100

1"=50'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

MORRELL OPERATIONS CENTER (MOC) - SITE PLAN

1" = 50'

SCALE:

ENLARGED PLAN VIEW

1" = 30'

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-101

M O

R R

S C

R (M

O C

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

0 15 30 60

1"=30'

SCALE IN FEET

GRAPHIC SCALE

1. EXCAVATE APPROXIMATELY 120 SF OF EXISTING GRAVEL.

2. INSTALL NEW 3-INCH DIAMETER DEEP WELL TO AN APPROXIMATE DEPTH OF 180

FEET BELOW GROUND SURFACE. REFERENCE SPECIFICATION 33 11 13 FOR WELL

INSTALLATION REQUIREMENTS.

3. INSTALL APPROXIMATELY 25 SQUARE FEET OF 3,000 PSI TYPE 1 PORTLAND CEMENT,

NORMAL WEIGHT, CONCRETE PAD WITH BROOM FINISH CENTERED ON THE NEW

GROUNDWATER WELL. SIZE CONCRETE PAD TO ENABLE MOUNTING OF PUMP SKID

ENCLOSURE. SEE XY AND MOC FACILITIES WELL PIPING INSTALLATION DETAIL ON

SHEET C-501 FOR ALL INSTALLATION DETAILS.

4. INSTALL PUMP SKID IN ACCORDANCE WITH VENDOR SUBMITTED SHOP DRAWINGS.

REFER TO SPECIFICATION SECTION 23 21 23 AND CIVIL SHEET C-701 FOR PUMP SKID

REQUIREMENTS. SEE ELECTRICAL SHEETS FOR ELECTRICAL SUPPLY INFORMATION.

5. ROUTE APPROXIMATELY 25 LF OF 1-1/2 INCH, SCH 40, PVC FOR THE NEW

EMERGENCY MAKE UP WATER SUPPLY.

6. CONNECT TO EXISTING COOLING TOWER MAKE UP WATER SUPPLY AND BLOW DOWN

DRAIN.

7. BACKFILL AND COMPACT APPROXIMATELY 104 SF OF GRAVEL.

8. INSTALL THREE (3) TYPICAL CONCRETE BOLLARDS. SEE SHEET C-502 FOR DETAIL.

FLAG NOTES:

X X

W W

TEE

HYDRANT

HS-60-09

C O

XXXXXXX

XXXXXXXX

X X

SDSD

W W

TEE

HYDRANT

HS-60-10

TEE

HYDRANT

HS-60-01

TEE

HYDRANT

HS-60-09

C O

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

1. SAWCUT APPROXIMATELY 75 LF AND REMOVE APPROXIMATELY 162 SF OF

ASPHALT PAVEMENT.

2. INSTALL NEW 3-INCH DIAMETER DEEP WELL TO AN APPROXIMATE DEPTH OF

180 FEET BELOW GROUND SURFACE. REFERENCE SPECIFICATION 33 11 13 FOR

WELL INSTALLATION REQUIREMENTS. INSTALL TRAFFIC RATED HAND HOLE

ENCLOSURE OVER THE GROUNDWATER WELL AND FLUSH WITH SURROUNDING

GRADE IN ACCORDANCE WITH THE TSF AND EPF FACILITIES WELL PIPING

INSTALLATION DETAIL ON SHEET C-501.

3. ROUTE APPROXIMATELY 26 LF OF 2-1/2 INCH, SCH 40, PVC FOR THE NEW

EMERGENCY MAKE UP WATER SUPPLY. REFER TO UTILITY TRENCH DETAIL ON

SHEET C-501.

4. INSTALL PUMP SKID IN ACCORDANCE WITH VENDOR SUBMITTED SHOP

DRAWINGS. REFER TO SPECIFICATION SECTION 23 21 23 AND CIVIL SHEET

C-701 FOR PUMP SKID REQUIREMENTS. SEE ELECTRICAL SHEETS FOR

ELECTRICAL SUPPLY INFORMATION.

5. CONNECT TO EXISTING COOLING TOWER MAKE UP WATER SUPPLY AND BLOW

DOWN DRAIN.

6. REPAIR APPROXIMATELY 162 SF OF ASPHALT PAVEMENT. REFER TO ASPHALT

PAVEMENT DETAIL ON SHEET C-501.

FLAG NOTES:

1. AVERAGE MAKEUP WATER RATE 71 GPM.

2. TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING TO REMAIN ITEMS

DURING DEMOLITION AND CONSTRUCTION.

3. LAWFULLY DISPOSE OF ALL MATERIALS REMOVED.

4. PATCH ALL HOLES CREATED BY THE REMOVAL OF PIPING OR OTHER ITEMS.

IN-FILL UNUSED OPENINGS WITH SAME MATERIAL, UNLESS NOTED OTHERWISE.

5. REFER TO SHEET C-701 FOR PUMP SKID REQUIREMENTS FOR MOC LOCATION.

6. COORDINATE FINAL LOCATION OF WELL AND PUMP SYSTEM EQUIPMENT WITH

FACILITY OWNER PRIOR TO START OF CONSTRUCTION.

SPECIFIC NOTES:

0 25 50 100

1"=50'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

EASTERN PROCESSING FACILITY (EPF) - SITE PLAN

1" = 50'

SCALE:

ENLARGED PLAN VIEW

1" = 20'

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-102

P R

O C

N G

Y (E

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

C C

MAIN

6 PVC

MAIN

6 PVC

MAIN

6 PVC

BACKFLOW

TEE HYDRANT

HI-11-04

VALVE

TEE HYDRANT

HI-11-05

VALVE

TEE

VALVE

BACKFLOW

TEE

HYDRANT

HI-11-02

VALVE

REDUCER

VALVE

2x5x4x1x4x6

MH-263

8x8x6

MH-261B

8x8x6

MH-261A

2x5x4x2x3x5

MH-261

8x8x6

MH-261C

C C C C

C C

8" W

8' ' F

2' ' W

2'' W

MAIN

6 PVC

MAIN

6 PVC

MAIN

6 PVC

W W

TEE HYDRANT

HI-11-04

TEE HYDRANT

HI-11-05

TEE

HYDRANT

HI-11-02

REDUCER

C O

C O C

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

1. SAWCUT APPROXIMATELY 68 LF AND REMOVE APPROXIMATELY 94 SF OF ASPHALT

PAVEMENT. DO NOT DISTURB EXISTING CHILLER FOUNDATIONS.

2. INSTALL NEW 3-INCH DIAMETER DEEP WELL TO AN APPROXIMATE DEPTH OF 180 FEET

BELOW GROUND SURFACE. REFERENCE SPECIFICATION 33 11 13 FOR WELL

INSTALLATION REQUIREMENTS. INSTALL TRAFFIC RATED HAND HOLE ENCLOSURE

OVER THE GROUNDWATER WELL, FLUSH WITH SURROUNDING GRADE IN

ACCORDANCE WITH THE TSF AND EPF FACILITIES WELL PIPING INSTALLATION DETAIL

ON SHEET C-501.

3. ROUTE 1-1/2 INCH, SCH 40, PVC FOR THE NEW EMERGENCY MAKE UP SUPPLY AND

ELECTRICAL SERVICE IN COMMON TRENCH, APPROXIMATELY 28 LF. REFER TO

UTILITY TRENCH DETAIL ON SHEET C-501.

4. CONNECT TO EXISTING COOLING TOWER MAKE UP WATER SUPPLY AND BLOW DOWN

DRAIN.

5. INSTALL APPROXIMATELY 25 SQUARE FEET OF 3,000 PSI TYPE 1 PORTLAND CEMENT,

NORMAL WEIGHT, CONCRETE PAD WITH BROOM FINISH. SIZE CONCRETE PAD TO

ENABLE MOUNTING OF PUMP SKID ENCLOSURE. SEE PUMP SKID CONCRETE PAD

DETAIL ON SHEET C-502 FOR INSTALLATION DETAILS.

6. INSTALL PUMP SKID IN ACCORDANCE WITH VENDOR SUBMITTED SHOP DRAWINGS.

REFER TO SPECIFICATION SECTION 23 21 23 AND CIVIL SHEET C-701 FOR PUMP SKID

REQUIREMENTS. SEE ELECTRICAL SHEETS FOR ELECTRICAL SUPPLY INFORMATION.

7. REPAIR APPROXIMATELY 94 LF OF ASPHALT PAVEMENT. REFER TO ASPHALT

PAVEMENT REPAIR DETAIL ON SHEET C-501.

8. MINIMIZE CLEARANCE BETWEEN WELL AND EXISTING WALL BASED ON VENDOR'S

INSTALLATION REQUIREMENTS.

9. INSTALL FIVE (5) TYPICAL CONCRETE BOLLARDS. SEE SHEET C-502 FOR DETAIL.

10. WELL PUMP AND EQUIPMENT FINAL LOCATION TO BE CHOSEN FROM PRIMARY OR

SECONDARY LOCATIONS DEPENDING ON TIME OF INSTALLATION. CONTRACTOR TO

COORDINATE LOCATION WITH USER PRIOR TO CONSTRUCTION.

FLAG NOTES:

1. AVERAGE MAKEUP WATER RATE 19 GPM.

2. TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING TO REMAIN ITEMS DURING

DEMOLITION AND CONSTRUCTION.

3. LAWFULLY DISPOSE OF ALL MATERIALS, DRILL CUTTINGS, AND WATER USED TO AN

OFFSITE LOCATION.

4. PATCH ALL HOLES CREATED BY THE REMOVAL OF PIPING OR OTHER ITEMS. IN-FILL

UNUSED OPENINGS WITH SAME MATERIAL, UNLESS NOTED OTHERWISE.

5. REFER TO SHEET C-701 FOR PUMP SKID REQUIREMENTS FOR MOC LOCATION.

6. COORDINATE FINAL LOCATION OF WELL AND PUMP SYSTEM EQUIPMENT WITH

FACILITY OWNER PRIOR TO START OF CONSTRUCTION.

SPECIFIC NOTES:

0 15 30 60

1"=30'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

TECH SUPPORT FACILITY (TSF) - SITE PLAN

1" = 30'

SCALE:

ENLARGED PLAN VIEW

1" = 10'

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-103

H S

O R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

0 5 10 20

1"=10'

MAIN

6 TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

HYDRANT

HI-22-03

VALVE

E E

ABANDONED

TBD TBD

MAIN

6 TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

HYDRANT

HI-22-03

SSSS

X X

MAIN

6 DI

MAIN

TBD TBD

MAIN

8 TBD

MAIN

6 TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

TEE

HYDRANT

HI-22-03

HYDRANT

HI-22-02

REDUCER

VALVE

C C C

E E

12"AC

ABANDONED

TBD TBD

MAIN

6 DI

MAIN

TBD TBD

MAIN

8 TBD

MAIN

6 TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

SERVICE

TBD TBD

AIP

W W

TEE

HYDRANT

HI-22-03

HYDRANT

HI-22-02

REDUCER

AIP

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

1. INSTALL AND MAINTAIN 65 LF OF SILT FENCE (APPROXIMATE LOCATION);

REMOVE UPON COMPLETION. REFER TO TYPICAL SILT FENCE DETAIL ON

SHEET C-501.

2. EXCAVATE APPROXIMATELY 102 SF OF SOD.

3. SAWCUT APPROXIMATELY 60 LF AND REMOVE APPROXIMATELY 100 SF OF

ASPHALT PAVEMENT. DO NOT DISTURB ANY EXISTING UTILITY LINES.

4. INSTALL NEW 3-INCH DIAMETER DEEP WELL TO AN APPROXIMATE DEPTH OF

180 FEET BELOW GROUND SURFACE. REFERENCE SPECIFICATION 33 11 13 FOR

WELL INSTALLATION REQUIREMENTS.

5. INSTALL APPROXIMATELY 25 SQUARE FEET OF 3,000 PSI TYPE 1 PORTLAND

CEMENT, NORMAL WEIGHT, CONCRETE PAD WITH BROOM FINISH CENTERED

ON THE NEW GROUNDWATER WELL. SIZE CONCRETE PAD TO ENABLE

MOUNTING OF PUMP SKID ENCLOSURE. SEE XY AND MOC FACILITIES WELL

PIPING INSTALLATION DETAIL ON SHEET C-501 FOR INSTALLATION DETAILS.

6. INSTALL PUMP SKID IN ACCORDANCE WITH VENDOR SUBMITTED SHOP

DRAWINGS. REFER TO SPECIFICAITON SECTION 23 21 23 AND CIVIL SHEET

C-701 FOR PUMP SKID REQUIREMENTS. SEE ELECTRICAL SHEETS FOR

ELECTIRCAL SUPPLY INFORMATION.

7. ROUTE APPROXIMATELY 13 LF OF 1-1/2 INCH, SCH 40, PVC FOR THE NEW

EMERGENCY MAKE UP WATER SUPPLY.

8. CONNECT TO EXISTING COOLING TOWER MAKE UP WATER SUPPLY AND BLOW

DOWN DRAIN.

9. REPAIR APPROXIMATELY 100 SF OF ASPHALT PAVEMENT. REFER TO ASPHALT

PAVEMENT DETAIL ON SHEET C-501.

10. BACKFILL AND COMPACT APPROXIMATELY 86 SF OF SOD.

FLAG NOTES:

1. AVERAGE MAKEUP WATER RATE 30 GPM.

2. TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING TO REMAIN ITEMS

DURING DEMOLITION AND CONSTRUCTION.

3. LAWFULLY DISPOSE OF ALL MATERIALS, DRILL CUTTINGS, AND WATER USED

TO AN OFFSITE LOCATION.

4. PATCH ALL HOLES CREATED BY THE REMOVAL OF PIPING OR OTHER ITEMS.

IN-FILL UNUSED OPENINGS WITH SAME MATERIAL, UNLESS NOTED OTHERWISE.

5. REFER TO SHEET C-701 FOR PUMP SKID REQUIREMENTS FOR MOC LOCATION.

6. COORDINATE FINAL LOCATION OF WELL AND PUMP SYSTEM EQUIPMENT WITH

FACILITY OWNER PRIOR TO START OF CONSTRUCTION.

SPECIFIC NOTES:

0 15 30 60

1"=30'

SCALE IN FEET

GRAPHIC SCALE

SCALE:

XY COMM BUILDING (XY) - SITE PLAN

1" = 30'

SCALE:

ENLARGED PLAN VIEW

1" = 10'

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-104

O M

M B

G (X

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

0 5 10 20

1"=10'

1. SUBMIT A DIG PERMIT TO THE CONTRACTING OFFICER AT LEAST FOURTEEN

(14) DAYS PRIOR TO EXCAVATION.

2. FIELD LOCATE AND PERFORM EXCAVATION BY HAND WITHIN FIVE (5) FEET OF

ALL EXISTING UTILITIES AS TO LOCATION AND ELEVATION. NOTIFY THE

CONTRACTING OFFICER OF ANY AND ALL CONFLICTS PRIOR TO BEGINNING

CONSTRUCTION.

3. BACKFILLING NOT TO BEGIN UNTIL CONSTRUCTION BELOW FINISH GRADE AND

ALL. UNDERGROUND UTILITIES SYSTEMS HAVE BEEN INSPECTED, TESTED AND

APPROVED BY THE CONTRACTING OFFICER, FORMS REMOVED, AND THE

EXCAVATION CLEANED OF TRASH AND DEBRIS.

4. BACKFILL AND COMPACT TRENCH WITH NATIVE SOIL TO 95% OF THE SOIL

MATERIAL MODIFIED PROCTOR DRY UNIT DENSITY.

5. PROVIDE FINISH GRADES OVER TRENCHES THAT ARE BUILT-UP OR CROWNED

A MINIMUM OF THREE (3) INCHES ABOVE THE EXISTING GRADE.

6. REFER TO SHEET C-701 FOR PUMP CONTROL SEQUENCE OF OPERATIONS AND

PUMP CONTROLLER REQUIREMENTS.

7. INSTALL NEW 1-1/4 INCH PITLESS ADAPTER INTO EACH WELL HEAD AT A

MINIMUM OF FOUR (4) INCHES ABOVE CONCRETE PAD.

8. INSTALL 120 GALLON PRESSURE TANK FOR ALL FACILITIES.

9. NEW WELLS ARE NOT PERMITTED TO BE CONSTRUCTED IN BASEMENTS, WELL

PITS, OR IN A BUILDING OTHER THAN A WELL HOUSE.

10. PROVIDE PUMP SKID ENCLOSURE FOR ALL OUTDOOR EQUIPMENT. REFERENCE

SPECIFICATION SECTION 23 21 23 FOR ENCLOSURE.

11. EXISTING COOLING TOWER MAKE UP WATER SYSTEM HAS A BACK FLOW

PREVENTER TO POTABLE WATER SYSTEM.

12. AT THE XY AND MOC FACILITIES, INSTALL A CONCRETE PAD CENTERED ON THE

GROUNDWATER WELL PIPE. INSTALL GROUNDWATER WELL CEMENT GROUT

SEAL FLUSH WITH GROUNDWATER WELL CONCRETE PAD. EXTEND OUTER

CASTING A MINIMUM OF 12 INCHES ABOVE GRADE AND INSTALL A WELL CAP.

SPECIFIC 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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-501

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

FINISHED GRADEEXCAVATED TRENCH

24"

BACKCUT OR SLOPE

TRENCH WALL TO TOP

OF PIPE AS NEEDED

FLAT TAMP

PIPE ZONE

(SIDE TAMP)

16" BACKFILL

MAGNETIC WARNING TAPE

12 " BELOW GRADE

8" COVER MATERIAL

2" HAUNCHING

6" BEDDING SAND EXISTING SUBGRADE

3" MAKEUP WATER

SUPPLY

BOTTOM OF TRENCH

SCALE:

RAW WATER TRENCH SECTION

N.T.S.

18" MIN

SILT FLOW

FILTER FABRIC

WOOD POST @ 10' O.C.

MIN 1" x 2" x 3'

GEOTEXTILE SILT SCREEN

STAPLE TO POST

TRENCH MIN 4" x 4"

BURY MIN 8" OF FABRIC IN TRENCH

SECTION ELEVATION

NOTES:

1. AFTER EACH STORM EVENT, INSPECT THE SILT FENCE. REMOVE SEDIMENT

DEPOSITS AND REPAIR WASHOUTS/STRUCTURAL FAILURES.

2. ATTACH TWO SILT FENCES BY PLACING THE END POST OF THE SECOND FENCE

INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POSTS AT LEAST 180

DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC

MATERIAL. DRIVE BOTH POSTS 18 INCH INTO THE GROUND AND BURY FLAP.

3. REMOVE SILT FENCE ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

SCALE:

EROSION CONTROL - SILT FENCE

N.T.S.

INSTALL GROUNDWATER WELL

CEMENT GROUT SEAL FLUSH WITH

GROUNDWATER WELL CONCRETE PAD

EDGE OF DRILL HOLE

EIGHT (8) INCH DIA PVC

OUTER CASING

THREE (3) INCH DIA PVC

INNER CASING

GEOLOGIC HAWTHORN FORMATION

GROUNDWATER WELL

CONCRETE PAD

#5 REBAR 12" OC EW

#57 STONE

SUBGRADE

10 MIL VAPOR BARRIER

SCALE:

XY AND MOC FACILITIES WELL PIPING INSTALLATION DETAIL

N.T.S.

1. AT THE TSF AND EPF FACILITIES, TERMINATE OUTER WELL CASING 24 INCHES

BELOW GRADE AND INSTALL A WELL SEAL. INSTALL BALL VALVE AND PVC CAP

18 INCHES BELOW GRADE AND COVER WITH A CONCAST HEAVY TRAFFIC

HANDHOLE PART NUMBER FHR-24-30-30 OR APPROVED EQUAL. INSTALL IN

ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

FLAG NOTES:

EXTEND OUTER

CASING A MIN 12

INCHES ABOVE GRADE

SCALE:

TSF AND EPF FACILITIES WELL PIPING INSTALLATION DETAIL

N.T.S.

3" PVC TEE

BALL VALVE

SCALE:

PUMP SKID CONFIGURATION DETAIL

N.T.S.

RELIEF VALVE

CHECK VALVE

TEMPORARY

CONNECTION POINT

WATER METER

PUMP

SCHEDULE 80 PVC PIPE

CEMENT GROUT

PIPE ROUTED TO

FACILITY MAKEUP

WATER PIPE

BACKFLOW

PREVENTER

PRESSURE

TANK

PRESSURE

TRANSDUCER

INTERIOR SIDE

OF BUILDING

EXTERIOR SIDE OF

BUILDING

3" PVC TEE

WATERTIGHT PVC CAPBALL VALVE

BALL VALVE

ROUTE PIPE TO EXISTING

BLOWDOWN PIPE

EDGE OF DRILL HOLE

EIGHT (8) INCH DIA PVC

OUTER CASING

THREE (3) INCH DIA PVC

INNER CASING

GEOLOGIC HAWTHORN FORMATION

EXISTING

ASPHALT

H20 RATED TRAFFIC

HANDHOLE

PUMP SKID EQUIPMENT

WELL SEAL

SCALE:

TSF AND EPF FACILITIES WELL PIPING INSTALLATION DETAIL

N.T.S.

STRAINER

CARTRIDGE FILTER

HOUSING (2)

SCALE:

FILTER HOUSING CONFIGURATION DETAIL

N.T.S.

TO PUMP SKID

MAKE BOTH ENDS OF

STRAINER FLANGE TO

FLANGE CONNECTIONS

BALL VALVE FILTER HOUSING

2" PIPE

WELL CAP WITH INTEGRAL

OUTLET CONNECTION

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-502

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

4'-0"

SIX (6) INCH DIAMETER HOT DIP GALVANIZED

STEEL PIPE BOLLARD

EXISTING GRADE

QUANTITY 2, 1/2" DIA X 3"

LONG HEAD STUDS (GALV)

WELDED TO BOLLARD

3,000 PSI CAST IN PLACE

CONCRETE FOUNDATION 2'-6"

SCALE:

TYPICAL BOLLARD DETAIL

N.T.S.

1'-6"

#57 STONE

BURIED WATER PIPE

NATIVE BACKFILL

UTILITY BEDDING

SAND AND COVER

COMPACTED SUBGRADE

PAVEMENT RESTORATION

PARAMETERS

TRENCH WIDTH1'-0"

24" MIN

EXISTING ASPHALT

PAVEMENT TO REMAIN EXISTING BASE COURSE

SAWCUT

P-603 BITUMINOUS TACK COAT

1'-0"

4" BITUMINOUS SURFACE

COURSE

(2 - 2" LIFTS) (P-401)

BITUMINOUS PRIME COAT

SUBGRADE STABILIZATION

(P-601)

DETECTABLE TAPE

UNDISTURBED EARTH (TYP)

SCALE:

ASPHALT RESTORATION DETAIL

N.T.S. SCALE:

PUMP SKID CONCRETE PAD DETAIL

N.T.S.

EXISTING GRADE

3,000 PSI CONCRETE SLAB

EXISTING GRADE#5 REBAR 12" OC EW

4" #57 STONE

SUBGRADE

1'-0"

1. INSTALL ASPHALT PAVEMENT MATERIALS IN ACCORDANCE WITH THE

FOLLOWING STANDARDS LISTED IN THE FEDERAL AVIATION ADMINISTRATION

DOCUMENT150/5370-10H, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

AIRPORTS:

· ITEM P-401 ASPHALT MIX PAVEMENT;

· ITEM P-602 EMULSIFIED ASPHALT PRIME COAT;

· ITEM P-603 EMULSIFIED ASPHALT TACK COAT.

2. INSTALL 7" X 60" HDPE YELLOW BOLLARD COVER AT ALL BOLLARD LOCATIONS.

SPECIFIC NOTES:

10 MIL VAPOR

BARRIER

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 , P

B, F L

C O

N O

-1 8-

D -0

C H

Y N

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

C-701

M R

100%

DESIGN REVIEW ONLY

NOT FOR CONSTRUCTION

-1

M J

O H

B H

-X

X-

C Y

O R

C R

PRESSURE TANK SCHEDULE

LOCATION MANUFACTURER MODEL NO.

TANK VOLUME

(GAL.)

CONNECTION

SIZE

MAX PRESSURE

(PSI) HEIGHT DIAMETER

WEIGHT

(LBS)

EPF, XY,

MOC,

TSF AMTROL WX-350 119 1-1/4" 150 61-7/8" 26" 146

EQUIPMENT

TAG

EPF-MTK1

XY-MTK1

MOC-MTK1

TSF-MTK1

CARTRIDGE FILTER SCHEDULE

LOCATION MANUFACTURER

HOUSING

PART NO.

MAXIMUM

FLOW

(GPM)

AVERAGE

FLOW

(GPM)

MAXIMUM

WORKING

PRESSURE

MICRON

RATING

FILTER

TYPE

MAXIMUM

PRESSURE

DROP PIPE SIZE

XY/TSF/

MOC BIG BUBBA BBH-150 150 73.7 125 150 PLEATED 30 2"

EPF BIG BUBBA BBH-150 150 106.1 125 150 PLEATED 30 2"

EQUIPMENT

TAG

XY-MFIL1

MOC-MFIL1

TSF-MFIL1

EPF-MFIL1

PUMP SCHEDULE

PUMP MOTOR BASIS OF DESIGN

EQUIPMENT TAG LOCATION TYPE GPM SERIES MANUFACTURER MODEL

EPF-MP1 EPF

COUPLED WATER@60F 110 E-1531 1.25AD

TSF-MP1, XY-MP1,

MOC-MP1

COUPLED 65 1.25ADTSF, XY, MOC WATER@60F

FLUID FT. HD.

EFFICIENCY (%)

68%

58%

NPSH (FT)

7.5

RPM

VOLT/PH/HZ

460/3/60

BELL AND GOSSET

PUMP SYSTEM DESIGN INTENT:

1. PUMP SKID SYSTEM WILL BE USED AS AN AUTOMATED EMERGENCY

BACKUP TO COOLING TOWER MAKEUP WATER DURING LOSS OF SITE

WATER UTILITY PRESSURE. SYSTEM WILL MONITOR LOCAL TOWER

MAKEUP WATER SUPPLY PRESSURE AND ACTIVATE WHEN PRESSURE

FALLS BELOW DESIGN SETPOINT FOR A USER SPECIFIED AMOUNT OF TIME.

FILTRATION SYSTEM IS INTENDED TO MINIMIZE SUSPENDED SOLIDS AND

PARTICULATES INTRODUCED TO THE COOLING TOWER SYSTEM FROM THE

WELL WATER SUPPLY. WHEN NORMAL MAKEUP WATER OPERATION IS

RESUMED, MAINTENANCE PERSONNEL WILL NEED TO FLUSH THE COOLING

TOWER SYSTEM AND TEST WATER QUALITY WITHIN THE HVAC SYSTEM TO

ENSURE CHLORIDE, SALINITY AND TOTAL DISSOLVED SOLIDS ARE WITHIN

ACCEPTABLE LIMITS.

1. ENSURE THAT PUMP SKID IS PROVIDED WITH SINGLE POINT ELECTRICAL

INTERFACE CONNECTION AND INTEGRAL MEANS OF DISCONNECT COMPLIANT

WITH NFPA 70.

2. EQUIPMENT MANUFACTURER AND MODEL NUMBERS IN SCHEDULES ARE

LISTED AS BASIS OF DESIGN OR APPROVED EQUAL.

SPECIFIC NOTES:

E-1531

PUMP SKID SEQUENCE OF OPERATIONS:

1. PUMP SYSTEM MUST HAVE AUTOMATIC AND MANUAL OPERATING MODES

WITH CAPABILITY TO BE REMOVED FROM SERVICE (TURNED OFF) AT THE

PUMP LOCATION.

2. SWITCHING BETWEEN MODES MUST BE SELECTABLE LOCALLY THROUGH

USE OF A HAND-OFF-AUTOMATIC (H-O-A) SWITCH.

3. PROVIDE ADDITIONAL FEATURES AND CAPABILITIES AS NOTED BELOW FOR

FUTURE CONNECTION OF REMOTE SHUTDOWN FUNCTIONALITY…

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 19, 2020.