RFB950000-01 - Drawings.pdf

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

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info@kclengineering.com

300 4th St West Des Moines, IA 50265 515-724-7938

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26027

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COVER SHEET

DOC

MT. PLEASANT CORRECTIONAL FACILITY

MPCF DIESEL TANKS REPLACEMENT & SPILL CONTAINMENT

Sheet Index

Sheet Number Sheet Name

C100 CIVIL GRADING AND SWPPP PLAN

S000 GENERAL NOTES

S100 DEMO PLAN, FOUNDATION PLAN, AND DETAILS

S101 TANK ACCESS PLAN AND DETAILS

M000 MECHANICAL GENERAL NOTES & SYMBOLS

M100 MECHANICAL PLAN

M300 MECHANICAL SCHEMATIC

M500 MECHANICAL SCHEDULES TANK BID DOCUMENTS

E000 ELECTRICAL PLAN

SITE PLAN PLANT BASEMENT ROOF AND DIESEL TANKSSTATE LOCATION MAP

1200 E Washington St, Mt. Pleasant, IA 52641

DAS PROJECT #9500.00

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that i am a duly licensed Professional Engineer under the laws of the State of Iowa

(signature)

License Number :

Pages or sheets covered by this seal:

(date)

My license renewal date is December 31, E N

G N

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R I

AOFESSION

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ERIC HEYNEN, P.E.

ERIC

HEYNEN

E. Sheets

P24706P24706

# Revision Date

100% CD 04/27/2026

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Ryan E. Kuntz Reg. No. 19703 Date

My license renewal date is December 31, 2027.

Pages or sheets covered by the seal:

04/27/2026

S000, S100

WELCH

MICHAEL J.

19636

LIC

EN

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D

PROFESS IONAL

ENG

INEER

AWOI

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Michael J. Welch Reg. No. 19636 Date

My license renewal date is December 31, 2026.

Pages or sheets covered by the seal:

04/27/2026

C100

04/27/2026

04/27/2026

M. SHEETS

Date: 04/29/26

# Revision Date

0 100%CD 04/29/26

04/29/2026

04/29/2026

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Ryan E. Kuntz Reg. No. 19703 Date

My license renewal date is December 31, 2027.

Pages or sheets covered by the seal:

04/29/2026

S Sheets

WELCH

MICHAEL J.

19636

LIC

EN

SE

D

PROFESS IONAL

ENG

INEER

AWOI

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Michael J. Welch Reg. No. 19636 Date

My license renewal date is December 31, 2026.

Pages or sheets covered by the seal:

04/29/2026

C Sheets

X X

X X

X X

X

X X X X X X X X

X X

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714.16 Ex.

706.66 Ex.

1 71

712.50

712.50 712.50

712.50

Drawing #:

Date: 04/29/26

Project No: 26027

# Revision Date

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

Pl ot

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Drawing Name:

info@kclengineering.com

300 4th St West Des Moines, IA 50265 515-724-7938

25457SHPE PROJECT NO.

Shoemaker Haaland www.shoemaker-haaland.com

0 100%CD 04/29/26

FEET

0 5 10 2015

C100

STORM MANHOLE

RIM = 703.79

FL (N) 12"-15" RCP = 693.19

FL (E) 12"-15" RCP = 700.69

FL (NE) 6" PVC = 700.81

UTILITY MANHOLE

RIM = 711.76

BOTTOM = 707.66

SANITARY MANHOLE

UNABLE TO OPEN

STORM MANHOLE

UNABLE TO POP GRATE

STANDING WATER PRESENT

SANITARY MANHOLE

UNABLE TO OPEN

STORM MANHOLE

FL (W) 12"-15" RCP = 706.27

FL (E) 12"-15" RCP = 706.77

FUEL TANK FOUNDATIONS

-TO BE REMOVED WITH

THIS CONSTRUCTION

SEE STRUCTURAL FOR

ASSUMED SIZES

CIVIL GRADING

AND SWPPP PLAN

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GENERAL PROJECT NOTES

1. THE IOWA DEPARTMENT OF CORRECTIONS IS THE APPROVING AUTHORITY FOR THIS PROJECT.

2. THE USE OF THE TERM "ENGINEER" REFERS TO SHOEMAKER AND HAALAND.

3. THE USE OF THE TERM "CONTRACTOR" REFERS TO THE GENERAL CONTRACTOR AND ANY SUBCONTRACTORS WORKING ON THE PROJECT.

4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUALS (SUDAS).

5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS IS BASED ON MAPPING AND FIELD LOCATES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ONECALL

UTILITY LOCATES (CALL 811) PRIOR TO PERFORMING ANY WORK.

6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD LOCATES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO UTILITY COMPANIES, THE LOCAL MUNICIPALITY, AND/OR COUNTY ROADS DEPARTMENT/DOT (IF

APPLICABLE) PRIOR TO PERFORMING WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS (LOCAL, STATE, AND FEDERAL) UNLESS EXPLICITLY STATED OTHERWISE IN THE CONTRACT

DOCUMENTS.

9. THE CONTRACTOR SHALL CONFINE WORK TO THE AREAS INDICATED ON THE PLANS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PROPERTY MONUMENTS WITHIN AND ADJACENT TO THE PROJECT AREA. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH RESETTING PROPERTY MONUMENTS THAT ARE REMOVED BY CONSTRUCTION ACTIVITY. ALL PROPERTY MONUMENTS SHALL BE

SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA.

SITE PREPARATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT TREES AND OTHER DESIRABLE VEGETATION FROM DAMAGES FROM CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL

DESIGNATE A LOCATION FOR ON SITE PARKING, LOCATION FOR EQUIPMENT STORAGE, AND LOCATION(S) FOR MATERIAL LAYDOWN AND STORAGE.

2. REMOVAL AND DISPOSAL OF EXISTING TREES AND VEGETATION WITHIN THE CONSTRUCTION LIMITS SHALL BE INCIDENTAL TO THE GRADING ACTIVITIES, UNLESS STATED

OTHERWISE IN THE CONTRACT DOCUMENTS. TREES AND WOODY VEGETATION MAY BE CHIPPED AND USED TO SUPPLEMENT EROSION CONTROL MEASURES. NO BURNING SHALL

BE ALLOWED.

3. PAVEMENT REMOVAL OPERATIONS ADJACENT TO PAVEMENT THAT WILL REMAIN SHALL USE FULL-DEPTH SAW CUTS TO PREVENT DAMAGE TO ADJACENT PAVING.

4. PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT. REMOVAL SHALL EXTEND A MINIMUM OF TWO FEET BEYOND EXCAVATION AND

TRENCH LIMITS TO PREVENT UNDERMINING OF PAVING SLABS.

5. UTILITY LINES AND STRUCTURES, BUILDING FOUNDATIONS (IF APPLICABLE), AND PAVEMENTS (STREETS, CURBS, SIDEWALKS) NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR

ENTIRETY, UNLESS NOTED OTHERWISE.

6. CONTRACTOR SHALL REPLACE CURB AND GUTTER AND SIDEWALKS AT CONSTRUCTION EXITS UPON REMOVAL OF THE CONSTRUCTION EXIT.

7. CONCRETE, BUILDING MATERIALS, AND OTHER WASTE MATERIALS SHALL BE HAULED OFFSITE AND DISPOSED OF PROPERLY. THE CONTRACTOR SHALL PROVIDE APPROPRIATE

SORTING AND WASTE STORAGE AREAS ON SITE FOR WASTE MATERIALS PRIOR TO HAUL OFF. DISPOSAL SITES SHALL BE APPROVED BY THE ENGINEER AND OFF-SITE DISPOSAL

SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

GENERAL GRADING NOTES

1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING GRADING OPERATIONS.

THE COMPACTION REQUIREMENTS LISTED BELOW ARE BASED ON STANDARD PROCTOR DRY DENSITIES AS DETERMINED BY ASTM D698. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO THE TESTING AGENCY AND PROVIDE SUFFICIENT NOTICE FOR TESTING. VALUES BELOW ARE PROVIDED IN LIEU OF A SITE-SPECIFIC GEOTECHNICAL REPORT. IF A GEOTECHNICAL EVALUATION AND REPORT ARE AVAILABLE, THE DATA IN THE REPORT SHALL SUPERSEDE THESE VALUES.

RELATIVE MOISTURE VARIANCE

LOCATION OF FILL MATERIALS COMPACTION FROM OPTIMUM

LESS THAN 12" BELOW FLOOR 98% -3% to +3% SANDS SLABS AND FOUNDATIONS* -1% to 3% CLAYEY SOILS

MORE THAN 12" BELOW FLOOR 95% -3% to +3% SANDS SLABS AND FOUNDATIONS -1% to 3% CLAYEY SOILS

BELOW EXTERIOR PAVEMENTS 95% -3% to +3% SANDS -1% to 3% CLAYEY SOILS

BELOW LANDSCAPED SURFACES 90% -3% to +3% ALL SOILS

CONTRACTOR TO PROTECT

EXISTING PIV

DURING CONSTRUCTION

GRADING LIMITS

170 LF OF 8" FILTER SOCK

TOP OF FOOTING = 709.50

TOP OF PIER = 713.00

FG = 712.50

GENERAL EROSION CONTROL NOTES

1. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT SOCKS BEFORE ACCUMULATED SEDIMENT HAS REACHED HALF THE TOTAL HEIGHT OF THE BARRIER.

2. TEMPORARY SEED OR OTHER APPROPRIATE STABILIZATION MEASURE SHALL BE APPLIED TO DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR MORE THAN FOURTEEN (14) DAYS.

3. PERMANENT SEEDING MIX SHALL BE TYPE 1-PERMANENT LAWN MIXTURE PER SUDAS SPECIFICATIONS SECTION 9010.

APPROXIMATE LOCATION OF UNDERGROUND TUNNEL.

DO NOT WORK OVER AREA. CONTRACTOR TO VERIFY

LOCATION & INCLUDE SIGNAGE AS NECESSARY

Date: 04/29/26

# Revision Date

0 100%CD 04/29/26

STRUCTURAL DESIGN INFORMATION

1. SNOW LOAD

GROUND SNOW LOAD, P g = 20 PSF FLAT-ROOF SNOW LOAD, P f = 20 PSF SNOW EXPOSURE FACTOR, C e = 1.0 SNOW IMPORTANCE FACTOR, I s = 1.0 THERMAL FACTOR, Ct = 1.2

2. WIND DESIGN DATA

ULTIMATE DESIGN WIND SPEED, Vult = 109 MPH NOMINAL DESIGN WIND SPEED, Vasd = 90 MPH

RISK CATEGORY II

WIND EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, Kzt = 1.0 Gcpi = ± 0.18

3. DESIGN LIVE LOADS

EXTERIOR WALKWAYS - 50 PSF

EQUIPMENT LOADS AS PROVIDED ON FINAL SHOP DRAWINGS

4. SEISMIC DESIGN DATA

SITE CLASS D

RISK CATEGORY II

SEISMIC DESIGN CATEGORY B

SEISMIC IMPORTANCE FACTOR, Ie = 1.0 MAPPED SPECTRAL RESPONSE ACCEL. (SHORT PERIOD), S s = 0.089

MAPPED SPECTRAL RESPONSE ACCEL. (1 SEC PERIOD), S 1 = 0.067

DESIGN SPECTRAL RESPONSE ACCEL. (SHORT PERIOD), S ds = 0.095 DESIGN SPECTRAL RESPONSE ACCEL. (1 SEC PERIOD), S d1 = 0.108

CODES, STANDARDS, AND SPECIFICATIONS

1. DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE 2024 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND ANY APPLICABLE AMENDMENTS, AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION

2. DESIGN REQUIREMENTS FOR THE MATERIALS OF CONSTRUCTION BASED ON THE REFERENCED STANDARDS IN CHAPTER 35 OF THE IBC

3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CFR 1910 - STANDARDS FOR GENERAL INDUSTRY AND CFR 1926 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION HAVE BEEN REFERENCED FOR REQUIREMENTS RELATED TO WORKPLACE SAFETY

CAST-IN-PLACE CONCRETE

1. MATERIALS:

CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH

4,500 PSI (5% - 7% AIR) = CONCRETE EXPOSED TO FREEZE THAW CYCLES

4,000 PSI = ALL OTHER CONCRETE

CEMENT - ASTM C150 OR ASTM C595 TYPE IL

AGGREGATE - ASTM C33

STEEL REINFORCING BARS - ASTM A615 GR. 60

STEEL REINFORCING WELDABLE - ASTM A706 GR. 60

WELDED WIRE FABRIC - ASTM A185

GROUT - ASTM C827

ANCHOR BOLTS - ASTM F1554 GR. 55

2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301 AND ALL LOCAL BUILDING CODES. REFER TO THE FOLLOWING CODE

SECTIONS FOR SPECIFIC REQUIREMENTS:

MIX PROPORTIONS - ACI 211.1

HOT WEATHER CONCRETE - ACI 305R

COLD WEATHER CONCRETE - ACI 306.1

CONCRETE CURING - ACI 308

CONCRETE CONSOLIDATION - ACI 309

REBAR DETAILING AND PLACEMENT - ACI 315

ENVIRONMENTAL STRUCTURES - ACI 350

3. CLEAR COVER FROM FACE OF CONCRETE TO OUTERMOST REINFORCING, UNLESS NOTED OTHERWISE:

WALLS, PIERS - 2"

COLUMNS (EDGE TIES) - 1-1/2"

FOOTINGS - 3"

SLABS EXPOSED TO EARTH AND WEATHER - 1-1/2"

SLABS NOT EXPOSED TO EARTH AND WEATHER - 3/4"

GRADE BEAMS - (EDGE OF STIRRUPS) - 1-1/2" TOP, 3" BOT., 3" SIDES

4. WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN THE MIX DESIGN WITH THE APPROVAL OF THE ENGINEER. ADMIXTURE SHALL CONFORM TO ASTM C494 AND USED PER MANUFACTURER'S RECOMMENDATIONS. CHLORIDE CONTAINING ADMIXTURES SHALL NOT BE USED

5. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C260 WITH AMOUNTS IN ACCORDANCE WITH ACI 318. ENTRAINED AIR SHALL BE

MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK

6. ALL EXPOSED CONCRETE EDGES TO HAVE 3/4" CHAMFER, U.N.O.

7. BAR LAP SPLICES SHALL BE BASED UPON THE REQUIREMENTS OF ACI 318 OR CRSI UNLESS NOTED OTHERWISE. LAP WELD WIRE FABRIC

SHEETS 8 INCHES MINIMUM. LAP SPLICES SHALL BE STAGGERED

8. REINFORCING STEEL SHALL BE PLACED AS NOTED ON THE DRAWINGS AND DETAILED IN ACCORDANCE WITH ACI 315. BARS SHALL BE HELD IN PLACE WITH BOLSTERS, CHAIRS, AND SPACERS AS REQUIRED TO ENSURE POSITIONS AND CONCRETE COVER AS INDICATED ON THE

DRAWINGS

9. PLACE TWO #4 X 5' - 0" LONG BARS, CENTERED IN SLAB & WALL, AT EACH CORNER OF ALL OPENINGS

GENERAL NOTES:

FOUNDATIONS

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY TERRACON, PROJECT NO. 06265018-01 DATED APRIL 9, 2026

2.NET ALLOWABLE DESIGN SOIL BEARING PRESSURE = 1000 PSF

3. MINIMUM FROST PROTECTION DEPTH FOR THE BASE OF FOUNDATIONS SHALL BE 3' - 6" BELOW GRADE ELEVATION

4. FOUNDATIONS SHALL BE CARRIED TO LOWER ELEVATIONS THAN THOSE SHOWN ON THE DRAWINGS IF FIELD CONDITIONS OBSERVED BY THE GEOTECHNICAL ENGINEER OR TESTING LAB REVEAL SOILS NOT CAPABLE OF PROVIDING THE DESIGN ALLOWABLE SOIL BEARING PRESSURE. IF THIS CONDITION OCCURS, CONSULT WITH ENGINEER FOR CHANGES TO DESIGNED FOUNDATIONS

5. ALL SUBGRADE SHALL BE PREPARED AND COMPACTED ACCORDING TO THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IF ADDITIONAL PROBING OR TESTING IS REQUIRED, THE TESTING SHALL BE CONDUCTED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT SOIL CONDITIONS CONFORM WITH THE ASSUMPTIONS USED WHEN ESTABLISHING THE ALLOWABLE BEARING

PRESSURES

GENERAL STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS ADOPTED BY LOCAL AUTHORITIES

HAVING JURISDICTIONS

2. ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR: CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF

ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONSTRUCTION OF ANY AFFECTED ELEMENTS SHALL NOT COMMENCE WITHOUT APPROVAL OF

DESIGN ENGINEER

4. THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE TAKEN FROM EXISTING RECORDS. ADDITIONAL UTILITIES MAY BE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH COME IN

CONFLICT WITH THE PROPOSED CONSTRUCTION

5. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE DESIGN ENGINEER FOR APPROVAL BEFORE PROCEEDING WITH ANY

CHANGES, MODIFICATIONS OR SUBSTITUTIONS DIFFERING FROM CONTRACT DOCUMENTS

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE ENTIRE

STRUCTURAL SYSTEM IS PLUMB AND SECURED

7. THE CONTRACTOR SHALL VERIFY THE POSITION, ELEVATION, AND ORIENTATION OF PROCESS EQUIPMENT PRIOR TO FABRICATION. THIS INCLUDES ANCHOR BOLT SIZES AND LOCATIONS, FLOOR PENETRATIONS, AND REQUIRED CLEARANCES TO ADJACENT WALLS, FRAMING, AND

OTHER OBSTRUCTIONS

8. WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING, FIELD VERIFY EXISTING DIMENSIONS, MEMBER SIZES, AND ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO STARTING CONSTRUCTION. ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

DESIGN ENGINEER.

9. DO NOT SCALE DIMENSIONS FROM DRAWINGS. INTERPRETATION OF PLANS, DETAILS, DIMENSIONS, OR OTHER ITEMS PROVIDED IN THE

CONTRACT DOCUMENTS ARE TO BE COMPLETED BY THE DESIGN ENGINEER

10. DETAILED SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL, BY THE OWNER AND DESIGN ENGINEER, PRIOR TO FABRICATION FOR ALL STRUCTURAL ITEMS INCLUDING: CONCRETE AND MASONRY REINFORCEMENT, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL

STACKS, STEEL JOISTS, STEEL DECKING, METAL GRATING, GUARDRAILS AND STAIRS

11. ALL OPEN EXCAVATIONS SHALL CONFORM TO OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY

12. WHERE APPLICATION IS MADE TO THE BUILDING OFFICIAL FOR CONSTRUCTION, THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PROVIDE INSPECTIONS AND TESTS PER THE REQUIREMENTS OF CHAPTER 17 OF THE IBC UNLESS WAIVED BY THE BUILDING OFFICIAL

13. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF WORK IS PROCEEDING IN ACCORDANCE WITH STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OF WORK, BUT RATHER AS PERIODIC IN AN EFFORT TO REVIEW THE PROGRESS OF THE

CONTRACTOR

10. PROVIDE CORNER BARS AT INTERSECTIONS OF ALL WALLS AND CURBS FOR CONTINUITY OF HORIZONTAL REINFORCING. CORNER BAR SIZE SHALL MATCH THE HORIZONTAL BARS AND LAP THE MAIN BARS BY AT LEAST 30 BAR DIAMETERS

11. ROUGHEN ALL CONSTRUCTION JOINTS TO AN AMPLITUDE OF AT LEAST 1/4" AND APPLY A BONDING AGENT SUBMITTED TO AND APPROVED

BY DESIGN ENGINEER

12. CONTRACTOR SHALL PROVIDE NECESSARY CONSTRUCTION JOINTS IN MONOLITHIC CONCRETE POURS SO THAT THE QUALITY OF PLACEMENT AND FINISH MEETS THE REQUIREMENTS OF PLANS AND SPECIFICATIONS. CONTROL JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE SPACED AT 20' - 0" ON CENTER MAX. CONSTRUCTION JOINTS SHALL BE PLACED AT 100' - 0" ON CENTER MAX.

13. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS

14. ALL VERTICAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL BE MADE WITH BULKHEADS. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE AS SPECIFIED BY THE STRUCTURAL ENGINEER. REFER TO TYPICAL CONSTRUCTION JOINT DETAILS IN

CONTRACT DOCUMENTS

15. SLAB ON GRADE SHALL BE SUPPORTED ON CONTROLLED BACKFILL MATERIAL. WHERE FILL IS REQUIRED IT SHALL BE PLACED IN 9" LOOSE LIFTS AND COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698). THE TOP 6"

OF MATERIAL BELOW SLABS SHALL BE COMPACTED GRANULAR BACKFILL

16. SAW CUT CONTROL JOINTS IN ALL SLABS-ON-GRADE. JOINTS SHALL BE LOCATED ALONG COLUMN LINES WITH INTERMEDIATE JOINTS SPACED AT A MAXIMUM OF 30 TIMES THE SLAB THICKNESS, LIMITED TO 15 FEET MAXIMUM, U.N.O. JOINTS SHALL BE CONTINUOUS, NOT STAGGERED OR OFFSET. SLAB PANELS SHALL HAVE A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5 TO 1. PROVIDE ADDITIONAL JOINTS AT ALL

RE-ENTRANT CORNERS FORMED IN THE SLAB

17. SAW CUT JOINTS WITHOUT TEARING THE AGGREGATE FROM THE SLAB SURFACE. SAW CUT WITHIN 4 TO 12 HOURS BUT NO LATER THAN 12 HOURS AFTER CONCRETE PLACEMENT. SAW CUT DEPTH TO BE 1/4 THE THICKNESS OF THE SLAB BUT NOT LESS THAN 1 INCH, U.N.O.

18. CONTINUOUS TOP AND BOTTOM HORIZONTAL BARS IN WALLS AND GRADE BEAMS SHALL BE SPLICED AS FOLLOWS:

TOP BARS - AT MIDSPAN

BOTTOM BARS - OVER SUPPORTS

GRADE BEAM SIDE BARS - OVER SUPPORTS

WALL AND BEAM SIDE BARS - AT MIDSPAN

19. FOUNDATION FOR FLAT BOTTOM STORAGE TANKS SHALL MEET THE FOLLOWING TOLERANCES PER AMERICAN PETROLEUM INSTITUTE

STANDARD 650:

A. WHERE A CONCRETE RINGWALL IS PROVIDED UNDER THE TANK SHELL, THE TOP OF THE

RINGWALL SHALL BE LEVEL WITHIN 1/8" IN ANY 30 FT OF THE CIRCUMFERENCE AND WITHIN

1/4" IN THE TOTAL CIRCUMFERENCE MEASURED FROM THE AVERAGE ELEVATION

B. WHERE A CONCRETE SLAB FOUNDATION IS PROVIDED, THE FIRST 1 FT OF THE FOUNDATION, MEASURED FROM THE OUTSIDE OF THE TANK RADIALLY TOWARDS THE CENTER, SHALL

COMPLY WITH THE CONCRETE RINGWALL REQUIREMENT. THE REMAINDER OF THE

FOUNDATION SHALL BE WITHIN 1/2" OF THE DESIGN SHAPE

20. WATERSTOP SHALL BE 4" THERMOPLASTIC ELASTOMERIC WESTEC ENVIROSTOP PROFILE #618, OR APPROVED EQUAL. PROVIDE

FACTORY FABRICATED CORNER PIECES.

21. ALL AREAS SUBJECT TO HYDROSTATIC PRESSURE EITHER FROM CONTAINED WATER AND/OR FROM GROUND WATER SHALL BE CONSTRUCTED WITH A CONCRETE MIX CONTAINING XYPEX CRYSTALLINE TECHNOLOGY ADMIX PER MANUFACTURERS RECOMMENDATIONS.

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

Pl ot

D at e

Ti m e:

Drawing Name:

info@kclengineering.com

2180 Norcor Ave, Suites 208/209 Coralville, IA 52241 319-774-3852

SHPE PROJECT NO.

Shoemaker Haaland www.shoemaker-haaland.com

4/

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2:

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S000

04/29/26

26027

GENERAL NOTES

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# Revision Date

0 100% CD 04/29/26

Date: 04/29/26

109' - 7"

PARKING BLOCK (E)

EL. 715' - 9 1/2"

T/ SLAB (E)BUILDING (E)

DUMPSTER (E)

TANK (E)

TANK (E)

TANK (E)

TANK (E)

3 7 /8"

1 1 /2"

4'

- 6

DEMO SUPPORT PIER (E) AND ANY

FOUNDATIONS BELOW GRADE (TYP.)

44' - 1" 10' - 7 3/4" 10' - 5 7/8"

DEMO EXISTING

DIESEL TANK

DEMO EXISTING

DIESEL TANK

DEMO EXISTING

DIESEL TANK

DEMO EXISTING

DIESEL TANK

FOOTINGS ARE ASSUMED TO BE 1' - 6" THICK

w/ T/ FOOTING 3' - 6" BELOW GRADE

5' - 0" 5' - 0"

12' - 0"

26' - 2"

5' - 0" 5' - 0" 5' - 0"

NOTE: ACTUAL FOOTING SIZE, THICKNESS, AND ELEVATION IS UNKNOWN.

DIMENSIONS SHOWN ARE BASED ON ASSUMED WEIGHT & SOIL BEARING PRESSURE

38' - 4"

PARKING BLOCK (E)

EL. 715' - 9 1/2"

T/ SLAB (E)

BUILDING (E)

DUMPSTER (E)

CL PIER

C L

TA

NK

P

IE

R

10' - 0" 10' - 0" 35' - 7"

0"

S100

3(3 LOC.)

CL PIERCL PIER

EL. 709' - 6"

T/ FOOTING

4' - 0" SQ. X 6" THICK PAD w/ #4 @ 12" O.C.

EACH WAY CENTERED IN SLAB; LOCATION

& ELEVATION TO BE FIELD VERIFIED

T/ PIER

EL. 713' - 0"

3/4" CHAMFERED

EDGE, TYP.

GRADE SEE

CIVIL DRAWINGS

ANCHOR RODS, SEE PLAN

2" GROUT, TYP.

T/ FOOTING

EL. 709' - 6"

S100

1'

- 6

3" C

LR

3" CLR.

1' - 0" 12' - 0" 1' - 0"

14' - 0"

2" C

LR

TANK

TIES AND VERT. BARS

SEE PIER PLAN FOR SIZE

#7 @ 1' - 0" O.C.

EACH WAY T+B

3'

- 6

" M

IN

(2)

2- 1/2

1'

- 0

" T

YP

COMPACTED GRANULAR FILL

PER GEOTECHNICAL REPORT

1'

- 6

EM

BE

DM

EN

T

6"

TH

RE

AD

ED

PR

OJ

EC

TIO

N

NUT

ASTM F1554 HOT

ROLLED BAR, SEE

LAYOUT FOR DIAMETER

T/ CONCRETE

TACK

T/ PIER

EL. 713' - 0"

T/ FOOTING

EL. 709' - 6"

(2)

1/2

1'

- 0 " T

YP

2' - 0" 2' - 0" 2' - 0"

6' - 0" 3"

C

LR

2"

C

LR

1'

- 6

COMPACTED GRANULAR FILL

PER GEOTECHNICAL REPORT

GRADE SEE

CIVIL DRAWINGS

ANCHOR RODS, SEE PLAN

2" GROUT, TYP.4

S100

3/4" CHAMFERED EDGE, TYP.

TIES AND VERT. BARS

SEE PIER PLAN FOR SIZE

#7 @ 1' - 0" O.C.

EACH WAY T+B 3" CLR.

3'

- 6

" M

IN

S100

S100

1'

- 0

6'

- 0

6'

- 0

1'

- 0

EL. 713' - 0"

T/ PIER (TYP.)

6' - 0"

7'

- 0

7'

- 0

EL. 709' - 6"

T/ FOOTING (TYP.)

(3 LOC.)

(3 LOC.)

(4) 1" Ø ANCHORS SEE

DETAIL

#4 TIES

#7 VERT. @ 1' - 0" O.C.

AROUND PERIMETER

3' - 0" 3' - 0"

2' - 0" 1' - 0" 1' - 0" 2' - 0"

CL PIER

0" C L

PI

ER

/6 S100

L6X4X5/16 X 0' - 3"

(1) 5/8"Ø ADHESIVE

ANCHOR & WASHER

LADDER PROVIDED w/ TANK;

INSIDE FACE OF LADDER RAIL

BASE CONNECTION AT CONCRETE

CONCRETE SLAB

1 1 /2"

1/2

1"

1 1 /2"

1 1 /2"

3/4" Ø BOLT IN 3" LONG SLOT;

FIELD DRILL HOLE IN LADDER

NOTE: TANK FOUNDATION SPACING & ANCHOR ROD REQUIREMENTS TO

BE VERIFIED BY EOR w/ FINAL TANK DRAWING PRIOR TO CONSTRUCTIO N

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

Pl ot

D at e

Ti m e:

Drawing Name:

info@kclengineering.com

2180 Norcor Ave, Suites 208/209 Coralville, IA 52241 319-774-3852

SHPE PROJECT NO.

Shoemaker Haaland www.shoemaker-haaland.com

4/

/2

2:

:5

PM

S100

04/29/26

26027

DEMO PLAN,

FOUNDATION PLAN

AND DETAILS

D O

C

M T

PL

EA

SA

N

T C

O R

R

EC

TI

O

N

AL

F

AC

IL

IT

Y

25457

M

PC

F D

IE

SE

L

TA

N

KS

R

EP

LA

C

EM

EN

T

SP

IL

L C

O N

TA

IN

M

EN

T

1/8" = 1'-0"1 EXISTING TANK DEMO PLAN

1/8" = 1'-0"2 FOUNDATION PLAN

1/2" = 1'-0"4 TANK PIER ELEVATION

1 1/2" = 1'-0"6 TYPICAL ANCHOR ROD DETAIL

N

1/2" = 1'-0"5 TANK PIER SECTION

1/2" = 1'-0"3 ENLARGED TANK PIER PLAN

N

# Revision Date

0 100% CD 04/29/26

1" = 1'-0"7 LADDER BASE CONNECTION

Date: 04/29/26

NEW CONNECTION POINT

POINT OF DISCONNECT

EQUIPMENT IDENTIFICATION TAG

SHEET REFERENCE

SECTION CUT REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

EXISTING = HALFTONE LINEWORK

NEW = DARK LINEWORK

DEMO = DASHED DARK LINEWORK

KEYNOTE

GENERAL SYMBOLS

SHEET REFERENCE

DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

A101

SIM

INTERIOR ELEVATION DRAWING REFERENCE TAG

BELOW GRADE = LONG DASHED DARK LINEWORK

A101 1

R e f

XXX

X

A101

SIM

1. MECHANICAL DEMOLITION DRAWINGS SHOWING EXISTING CONDITIONS HAVE BEEN

PREPARED BASED ON NON-DESTRUCTIVE FIELD OBSERVATION AND AS-BUILT DRAWINGS

PROVIDED BY THE OWNER. FIELD VERIFY EXISTING SYSTEMS BEFORE BEGINNING WORK.

NOTIFY ARCHITECT/ENGINEER IF EXISTING CONDITIONS ARE MATERIALLY DIFFERENT THAN

THOSE SHOWN ON THE PLANS.

2. BE FAMILIAR WITH EXISTING MECHANICAL SYSTEMS THAT WILL BE AFFECTED BY THE

DEMOLITION WORK. OBTAIN PERMISSION FROM THE OWNER'S REPRESENTATIVE TO SHUT

OFF SERVICES OR SYSTEMS THAT AFFECT AREAS BEYOND THE LIMITS OF THE IMMEDIATE

DEMOLITION AREA. INFORM THE OWNER’S REPRESENTATIVE OF THE REASON FOR AND

DURATION OF THE SHUTDOWN. MINIMIZE IMPACT TO OTHER AREAS. PROCEED WITH THE

SHUT-DOWN AFTER PERMISSION FROM THE OWNER IS GRANTED.

3. REMOVE PIPING, HANGERS, DUCTWORK, GRILLES, REGISTERS, DIFFUSERS, ETC. THAT ARE

INDICATED TO BE REMOVED IN A TIMELY MANNER IN ACCORDANCE WITH THE GENERAL

DEMOLITION SPECIFICATIONS. COORDINATE WITH THE OWNER AND OTHER CONTRACTORS.

4. UNLESS EQUIPMENT TO BE REMOVED IS NOTED AS OWNER’S SALVAGE, DISPOSE OF

EQUIPMENT AND/OR MATERIALS INDICATED TO BE REMOVED PROMPTLY.

5. REMOVE ALL ABANDONED PIPING AND DUCTWORK THAT IS EXPOSED OR ACCESSIBLE

WITHOUT WALL OR CEILING DEMOLITION. REFER TO ARCH PLANS FOR CEILINGS TO BE

REMOVED.

6. REPAIR OR REPLACE TELECOMMUNICATIONS FACILITIES OR EQUIPMENT FOUND TO BE

DAMAGED OR NON-FUNCTIONAL AFTER SUBSTANTIAL COMPLETION.

MECHANICAL – DEMOLITION NOTES

ABSOR

ACU

AD

AFF

AFG

AHU

AV

BOT

BTU

BTUH

BV

CA

CB

CENT

CFM

CI

CL

COND

CO

CONC

CONTR

CP

CU

CUH

CWP

DDC

DN

DR

DS

EA

EAT

EC

EDBT

EEW

EF

EJ

EQUIP

ESE

EST

EWBT

EWC

EWT

EX

EXH

EXP

FAI

FCU

FD

FDC

FLEX

FLR

FPM

FPS

FS

FSEC

FT

FTG

GA

GAL

GALV

GC

GW

GPH

GPM

HR

HTG

HB

ISP

JR

LAV

LDBT

LWT

LWBT

MB

MBH

MC

MECH

MH

NTS

OA

OD

PC

PSI

PRV

PRV

PV

PVC

RA

RD

RH

RTU

RV

RVT

SK

SA

SH

SO

ST

TCC

TYP

UH

UR

UV

VA

VTR

WB

WC

WHA

WH

ABSORPTION

AIR CONDITIONING UNIT

ACCESS DOOR OR AREA DRAIN

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AIR VENT

BOTTOM

BRITISH THERMAL UNIT

BTU PER HOUR

BALL VALVE

COMPRESSED AIR

CATCH BASIN

CENTRIFUGAL

CUBIC FEET PER MINUTE

CAST IRON

CENTER LINE

CONDENSATE

CLEAN OUT

CONCRETE

CONTRACTOR

CONDENSATE PUMP/CIRC. PUMP

COPPER

CABINET UNIT HEATER

CIRCULATING WATER PUMP

DIRECT DIGITAL CONTROLS

DOWN

DRAIN

DOWNSPOUT

EXHAUST AIR

EXHAUST AIR TEMPERATURE

ELECTRICAL CONTRACTOR

ENTERING DRY BULB

TEMPERATURE

EMERGENCY EYE WASH

EXHAUST FAN

EXPANSION JOINT

EQUIPMENT

EMERGENCY SHOWER/EYEWASH

EXTERNAL STATIC PRESSURE

ENTERING WET BULB

TEMPERATURE

ELECTRIC WATER COOLER

ENTERING WATER

TEMPERATURE

EXISTING

EXHAUST

EXPANSION

FRESH AIR INTAKE

FAN COIL UNIT

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FLEXIBLE

FLOOR

FEET PER MINUTE

FEET PER SECOND

FLOOR SINK

FOOD SERVICE EQUIPMENT CONSULTANT

FINTUBE

FOOTING

GAGE

GALLON

GALVANIZED

GENERAL CONTRACTOR

GREASE WASTE

GALLONS PER HOUR

GALLONS PER MINUTE

HOUR

HEATING

HOSE BIBB

INTERNAL STATIC PRESSURE

JANITOR RECEPTOR

LAVATORY

LEAVING DRY BULB

TEMPERATURE

LEAVING WATER

TEMPERATURE

LEAVING WET BULB

TEMPERATURE

MOP BASIN

1000 BTUH

MECHANICAL CONTRACTOR

MECHANICAL

MANHOLE

NOT TO SCALE

OUTSIDE AIR

OVERFLOW ROOF DRAIN

PLUMBING CONTRACTOR

POUNDS PER SQUARE INCH

POWER ROOF VENTILATOR

PRESSURE REDUCING VALVE

PRESSURE VENT

POLYVINYL CHLORIDE

RETURN AIR

ROOF DRAIN

RELATIVE HUMIDITY

ROOF TOP UNIT

RELIEF VALVE

ROOF VENT TERMINATION

SINK

SUPPLY AIR

SHOWER

STORM OVERFLOW

STORM

TEMPERATURE CONTROL

CONTRACTOR

TYPICAL

UNIT HEATER

URINAL

UNIT VENTILATOR

VENTILATION AIR

VENT THROUGH ROOF

WALL BOX – CONDENSATE

WATER CLOSET

WATER HAMMER ARRESTOR

WATER HEATER

MECHANICAL ABBREVIATIONS

45° ELBOW

ELBOW

PIPE FITTINGS

SINGLE LINE DOUBLE LINE

ELBOW - DOUBLE BRANCH

ELBOW - OUTLET DOWN

ELBOW - OUTLET UP

ELBOW - LONG RADIUS

ELBOW - SHORT RADIUS

TEE - VENT

TEE - SANITARY

TEE - OUTLET DOWN

TEE - OUTLET UP

TEE - SIDE OUTLET DOWN

TEE - SIDE OUTLET UP

CROSS - VENT

CROSS - SANITARY

LATERAL

TEE - SINGLE SWEEP

"COMBO WYE"

REDUCER - CONCENTRIC

REDUCER - ECCENTRIC

CAPPED CONNECTION

FLANGED CONNECTION

45° ELBOW

ELBOW

ELBOW - DOUBLE BRANCH

ELBOW - OUTLET DOWN

ELBOW - OUTLET UP

ELBOW - LONG RADIUS

ELBOW - SHORT RADIUS

TEE - VENT

TEE - SANITARY

TEE - OUTLET DOWN

TEE - OUTLET UP

TEE - SIDE OUTLET DOWN

TEE - SIDE OUTLET UP

CROSS - VENT

CROSS - SANITARY

LATERAL

REDUCER - CONCENTRIC

REDUCER - ECCENTRIC

CAPPED CONNECTION

FLANGED CONNECTION

TEE - SINGLE SWEEP

"COMBO WYE"

ACID VENT

ACID WASTE

COMPRESSED AIR

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC SOFT WATER

GREASE WASTE

NATURAL GAS

NON-POTABLE COLD WATER

NON-POTABLE HOT WATER

NON-POTABLE SOFT WATER

OIL / SAND WASTE

PUMPED DISCHARGE

RECIRCULATING HOT WATER

SANITARY

STORM

STORM OVERFLOW

VENT

PROCESSED AIR

TRAP PRIMER

NATURAL GAS VENT

PROPANE

AV

AW

CA

CW

HW

DSW

GW

G

NPCW

NPHW

NPSW

OSW

PD

RHW

SAN

ST

SO

V

PA

P

GV

LP

PIPING LEGEND - PLUMBING

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE DRAIN

HEAT PUMP WATER RETURN

HEAT PUMP WATER SUPPLY

HIGH PRESSURE STEAM

HOT/CHILLED WATER RETURN

HOT/CHILLED WATER SUPPLY

HYDRONIC RETURN

HYDRONIC SUPPLY

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

REFRIGERANT GAS

REFRIGERANT LIQUID

PUMPED CONDENSATE

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL VENT

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

REFRIGERANT HOT GAS

BOILER BLOWDOWN

BOILER FEED

LOW PRESSURE STEAM CONDENSATE

MEDIUM PRESSURE STEAM CONDENSATE

HIGH PRESSURE STEAM CONDENSATE

CWR

CWS

CD

HPWR

HPWS

HPS

HCR

HCS

HWR

HWS

LPS

MPS

RS

RL

PC

FOR

FOS

FOV

CR

CS

RHG

BD

BF

LPC

MPC

HPC

PIPING LEGEND - MECHANICAL

LOOP WATER RETURN

LOOP WATER SUPPLY

LWR

LWS

EXHAUST PIPE - PVCEA

1. COORDINATE MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. BEGIN

INSTALLATION AND ROUGH-IN AFTER COORDINATION WITH ALL TRADES ASSOCIATED WITH

THE INSTALLATION IS COMPLETE. COORDINATE BUILDING STRUCTURE, ARCHITECTURAL

ASSEMBLIES, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE

TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR REWORK

ASSOCIATED WITH FAILURE TO COORDINATE.

2. INCORPORATE MECHANICAL SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND

OWNER STANDARDS INTO WORK.

3. WARNING - CALL 48 HOURS BEFORE YOU DIG: LAW REQUIRES ANYONE DOING ANY

EXCAVATION, FENCING, PLANTING OR DRILLING TO CALL 48 HOURS IN ADVANCE. HAND DIG

WITHIN 18 INCHES OF ANY LOCATE MARK OR FLAG. ONE CALL 811.

4. REFER TO ARCHITECTURAL SPECIFICATIONS FOR THROUGH-PENETRATION FIRESTOPPING

AND TO ARCHITECTURAL CODE PLAN FOR FIRE RATED WALLS, FLOORS, AND CEILINGS. EACH

TRADE IS RESPONSIBLE TO FIRESTOP PENETRATIONS THROUGH RATED ASSEMBLIES.

5. EACH TRADE IS RESPONSIBLE FOR MAKING PENETRATIONS WHERE REQUIRED IN EXISTING

WALLS, FLOORS, CEILINGS, AND ROOFS. MAKE PENETRATIONS NEAT. PATCH, CONCEAL, OR

CAULK OVERCUT.

6. COVER EXPOSED WALL PENETRATIONS WITH ESCUTCHEONS OR SHEET METAL AS

APPROPRIATE.

7. CAULK ALL CONCEALED AND EXPOSED PIPING AND DUCT WALL PENETRATIONS TO PREVENT

NOISE TRANSFER BETWEEN SPACES.

8. CREATE OPENINGS IN THE BUILDING THAT ARE REQUIRED TO REMOVE EXISTING ITEMS AND

TO BRING IN NEW EQUIPMENT. PATCH ALL OPENINGS CREATED AND FINISHED WITH

MATERIALS TO MATCH EXISTING CONDITIONS. INCLUDE THIS WORK IN BID.

9. ON COMPLETION OF THE INSTALLATION, COOPERATE WITH THE OWNER TO PROVIDE

TESTING, ADJUSTING, AND BALANCING TO OBTAIN PROPER OPERATION OF ALL EQUIPMENT

AND SYSTEMS. PROVIDE ALL FACILITIES AND EQUIPMENT AND COMPLETE ALL TESTS

REQUIRED FOR ADJUSTMENTS AND BALANCING TO ESTABLISH THE PROPER PERFORMANCE

OF EQUIPMENT. CONTRACTOR IS REQUIRED TO PROVIDE TESTING REQUIREMENTS AND

INCLUDE 2,000 GALLONS OF DIESEL FOR PLANT USE AT END OF TESTING.

10. PROVIDE WARRANTIES FOR ALL EQUIPMENT AND INSTALLATION PER THE CONTRACT

DOCUMENTS. CONDITIONING REFRIGERATION SYSTEMS SHALL BE WARRANTED FOR A

MINIMUM OF 5 YEARS, PARTS ONLY, NON-PRORATED, FROM THE DATE OF OCCUPANCY OR

SUBSTANTIAL COMPLETION, OR WHICHEVER OCCURS FIRST. THE WARRANTY SHALL COVER

COMPRESSORS, EVAPORATORS, CONDENSER COILS, HIGH AND LOW SIDE PIPING, AND

PIPING SPECIALTIES INCLUDING EXPANSION AND SOLENOID VALVES, RELIEF VALVES, FILTER-

DRYER, AND SIGHT GLASSES. PRESSURE GAUGES AND PRESSURE SWITCHES ARE NOT

UNDER THE EXTENDED WARRANTY EXCEPT FOR LOSS OF REFRIGERANT AND

CONSEQUENTIAL DAMAGE TO THE SYSTEM WHICH WILL BE AN EXTENDED WARRANTY

OBLIGATION. ALL DEFECTS THAT BECOME APPARENT WITHIN THE WARRANTY PERIOD SHALL

BE REPAIRED BY THE MECHANICAL CONTRACTOR AS DIRECTED BY THE ENGINEER THROUGH

THE OWNER’S REPRESENTATIVE. WARRANTY DOES NOT OBLIGATE THE MECHANICAL

CONTRACTOR TO REPAIR DAMAGE RESULTING FROM THE OWNER’S ACCIDENT, IMPROPER

OPERATION, OR FAILURE TO PROVIDE MAINTENANCE. WARRANTY COVERS DEFECTIVE

MATERIAL AND INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS AND

OTHER WARRANTY INFORMATION.

MECHANICAL - GENERAL NOTES

GENERAL NOTE:

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN SHOWN BASED UPON

INFORMATION OBTAINED FROM FIELD LOCATIONS BY UTILITY COMPANIES, AVAILABLE SURVEYS

AND RECORDS. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS ALSO

POSSIBLE THAT THERE MAY BE OTHER UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES IN

EXISTENCE THAT ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF EACH INDIVIDUAL PARTY

REFERENCING THIS PLAN TO DETERMINE THE EXACT LOCATION AND TYPE OF UNDERGROUND

FACILITIES ON THE SITE. HAND EXCAVATE AT CRITICAL POINTS AS NECESSARY TO VERIFY

LOCATIONS, SIZES, ELEVATIONS, FLOW LINES, ETC. IF A PROBLEM OR INTERFERENCE EXISTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING.

IOWA

ONE CALL

1-800-292-8989

CALL - BEFORE - YOU - DIG

**NOTE: ALL SYMBOLS MAY NOT APPLY TO THIS PROJECT**

CLEAN OUT

HOSE BIBB

FLOOR CLEAN OUT

HB

CO

FCO

ROOF HYDRANTRH

BACKFLOW PREVENTER

PLUMBING ACCESSORY LEGEND

VALVE - BALL / SHUT-OFF

LEVEL TRANSMITTERLT

LEVEL SWITCH HIGHLSH

LEVEL SWITCH HIGH-HIGHLSHH

LEVEL DETECTION ALARMLDA

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

P lo t D a te

T im e

Drawing Name:

info@kclengineering.com

300 4th St West Des Moines, IA 50265 515-724-7938

/2

/2

:2 :5

P

M

M000

02/20/2026

26027

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MECHANICAL

GENERAL NOTES &

SYMBOLS

# Revision Date

100% CD 04/27/2026

Date: 04/29/26

DEMO EXISTING DIESEL TANKS 1 THRU 4

AND PIPING, ASSOCIATED CONCRETE

STANDS AND FOUNDATIONS. REFER

STRUCTURAL SET FOR ADDITIONAL

DETAILS.

REMOVE EXISTING CATWALK PLATFORM

AND STAIRS COMPLETELY.

PLANT BASEMENT ROOF

(BUNKER BUILDING)

TANK 1

TANK 2

TANK 3

TANK 4

NEW DIESEL TANK 1

PLANT BASEMENT ROOF

(BUNKER BUILDING)

FILL CONTROL PANEL

DIESEL TANK FILL LINE

SUPPLY AND

RETURN PIPING

CONNECT TO EXISTING

PLANT HEADER PIPING

27' - 7"

M A

IN

T

A

IN

M

IN

IU

M

O F

F R

O M

B U

N K

E R

B U

IL

D

IN

G

36' - 0"

B U

IL

D

IN

G

S

O U

T H

B U

IL

D

IN

G

N O

T S

H O

W N

M A

IN

T

A

IN

M

IN

U M

N O

F

F

R O

M S

O U

T H

MANHOLE

LADDER PLATFORM ABOVE TANK

PROVIDE PIPE SUPPORTS

FOR PIPING ABOVE GRADE.

REFER TO DETAIL: 3/M100

38' - 0"

TEMP

TANK

(5000

GALLONS)

A. REFER TO M000 FOR GENERAL NOTES & SYMBOLS.

B. REFER TO M500 FOR PIPING SCHEDULES.

C. BRANCH PIPING SHALL BE TAKEN OFF THE TOP OF MAIN PIPING.

GENERAL NOTES:

(M

IN

GRADE

3/4" BOLT (TYP OF 4)

12" ⌀ CONCRETE

6"x6"x2" GROUT PAD

6"x6"x2" GROUT PAD

2"x2"x1/4" CS STRUCTURAL TUBING

U-BOLT PIPE

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

P lo t D a te

T im e

Drawing Name:

info@kclengineering.com

300 4th St West Des Moines, IA 50265 515-724-7938

/2

/2

:2 :5

P

M

M100

09/02/21

26027

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MECHANICAL PLAN

1/8" = 1'-0"

MECHANICAL PIPING DEMO

1/8" = 1'-0"

MECHANICAL PIPING PLAN

# Revision Date

100% CD 04/27/2026

NTS

PIPE SUPPORT DETAIL

Date: 04/29/26

TANK 1 TANK 2 TANK 3 TANK 4

PLANT HEADER

PLANT HEADER WALL

NEW DIESEL

TANK 1

LDA

LSH

LSHH

90%

95%

INTERSTITIAL

LEAK DETECTION

LT

FILL CONNECTION

VTAVTA

NORMAL VENT

EMERGENCY VENT

AUTOMATIC SHUTOFF VALVE

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

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info@kclengineering.com

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MECHANICAL

SCHEMATIC

N.T.S.

DEMO SCHEMATIC

N.T.S.

NEW PIPING SCHEMATIC

# Revision Date

100% CD 04/27/2026

Date: 04/29/26

Drawing #:

Date:

Project No:

© 2022 KCL Engineering L.L.C. These documents have been prepared specifically for this project. they are not suitable for use on other projects or in other locations without the expressed written approval and participation of KCL Engineering L.L.C. A limited license is granted to the owner/contractor to reproduce these documents or portions thereof, but only for use in connection with this project. Unauthorized reproduction is prohibited.

P lo t D a te

T im e

Drawing Name:

info@kclengineering.com

300 4th St West Des Moines, IA 50265 515-724-7938

/2

/2

:1 :2

P

M

M500

09/02/21

26027

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MECHANICAL

SCHEDULES TANK BID

DOCUMENTS

NOTES:

1. ALL THREADED PIPE SHALL BE SEAMLESS (TYPE S)

2. BRONZE BODY VALVES MAY BE USED FOR PIPE SIZES 1/4" - 2" IN LIEU OF SOCKET WELDED VALVES.

3. NO BACKING RING

VALVE SELECTION

BONNEY FORGE OR

EQUIVALENT

APOLLO OR EQUIVALENT JAMESBURY OR EQUAL

CONSTRUCTION

BODY: A106B

API TRIM 8

BALL VALVE

CONNECTION AND RATING

CLASS 800 SOCKETWELDED ENDS CLASS 150 FLANGED ENDS

PIPE SIZE (NPS) 2" AND SMALLER 2 1/2" AND LARGER

NG1

CARBON STEEL SEE RATING BELOW ASME B31.1 ASME B16.34

VALVE SPECIFICATION: SPECIFICATION MATERIAL:

PRESSURE CLASS: DESIGN CODE:

CARBON STEEL ASME B16.34 ASME B31.1 1 9/23/2025

PIPE MATERIAL: DESIGN/CONSTRUCTION CODE: REVISION: DATE REVISED:

THERMOWELLS: MATERIAL INSERTION THERMOWELLS - ASTM A105 - 3000 PSIG PRESSURE CLASS - SEAL WELDED WELLS

MATERIAL FLEXITALLIC STYLE CGI - TYPE 304 STAINLESS - FLEXICARB FILLER

GASKETS:

CONSTRUCTION SPIRAL WOUND - SUITABLE FOR RAISED-FACE OR FLAT-FACE FLANGES

WASHER: CONSTRUCTION F436

FLANGE NUTS: CONSTRUCTION HEAVY HEX - A194 GRADE 2H

FLANGE BOLTS:

CONSTRUCTION

ALLOY STEEL, AISI 4140/4142 QUENCHED AND TEMPERED, A193 GRADE B7, STUD - FULL LENGTH

MATERIAL FORGED CARBON STEEL - ASTM A105

WALL THICKNESS SAME AS ADJOINING PIPEFLANGES:

CONSTRUCTION CLASS 150 - WELD NECK - ASME B16.5

MATERIAL FORGED CARBON STEEL - ASTM A105 --

WALL THICKNESS SAME AS ADJOINING PIPE --

UNIONS:

CONSTRUCTION

CLASS 3000 - B16.11 - FLAT FACE WITH SPIRAL WOUND GASKET

DESIGN NOT PERMITTED

OTHER WHERE FLANGE REQUIRED WHERE FLANGE REQUIRED

PIPING JOINTS:

TYPE SOCKET WELDED (5) BUTTWELD - END PREP PER B16.25

MATERIAL SOCKET WELDED FITTING - ASTM A105 - SEAMLESS BUTTWELD FITTING - ASTM A234 GRADE B -...

WALL THICKNESS SAME AS ADJOINING PIPE SAME AS ADJOINING PIPEFITTINGS:

CONSTRUCTION CLASS 3000 - SOCKETWELD - B16.11 BUTTWELD - ASME B16.9 (3)

PIPE PIPE SIZE (NPS) 2" AND SMALLER 2 1/2" AND LARGER

ASME B36.10M MATERIAL ASTM A53 GRADE B, SEAMLESS

PIPE: WEIGHT/SCHEDULE XS SCH 40

PIPE SIZE (NPS) 2" AND SMALLER 2 1/2" AND LARGER

NG1 NATURAL GAS (150PSIG OR LESS) 150 PSIG AT 150°F

PIPING SPECIFICATION PROCESS: DESIGN CONDITIONS:

Location Outdoor installation

Installation Code NFPA 30 and adopted IFC

Listing UL 142 listed and labeled

Construction Double-wall steel

Capacity (Nominal) 20,000 gallons (Inside diameter of tank @ 10' dia x 34' long)

Tank Type Aboveground, Horizontal, Cylindrical

Application Backup fuel for central steam plant

Qty 1

Service No. 2 Diesel Fuel (Class II Combustible)

Item Specification / Requirement

General Information

Anchorage Provide anchor bolt reactions and recommendations

Foundation Loads Vendor to provide empty and full weights

Wind/Seismic Design ASCE 7 (Mt. Pleasant, Iowa)

Outer Tank Material Carbon steel secondary containment shell

Inner Tank Material ASTM A36 or ASTM A516 carbon steel

Corrosion Allowance Minimum 1/16 inch

Specific Gravity 0.85 (diesel typical)

Design Temperature -20°F to 120°F

Design Pressure Atmospheric

Item Specification / Requirement

Design Criteria

Grounding Lugs 2 required

Ladder and Platform See specification for requirements for integral ladder and platform

Painting and Coating Painting and Coating shall be to manufacturer's standard

Interstitial Leak Detection Continuous monitoring with alarm

High-High Shutdown 95% automatic fill shutdown device

High Level Alarm 90% capacity (local + remote alarm)

Level Transmitter 4–20 mA or Modbus output to DCS/BMS

Level Gauge Direct-reading, visible to delivery operator

Manway Minimum 24-inch diameter, top center of tank, provide a ladder into the tank

Drain Valved and capped; controlled discharge only

Return Inlet Sized per fuel demand (120 gpm); anti-siphon protection required

Supply Outlet Sized per fuel demand (120 gpm); anti-siphon protection required

Emergency Vent Sized per NFPA 30 and UL 142 listing

Normal Vent Sized per NFPA 30 and UL 142 listing

Fill Connection Lockable cap; size by vendor; spill containment provided

Item Specification / Requirement

Nozzles & Appurtenances

Labeling Diesel Fuel – Combustible; No Smoking signage

API 650 Alignment Vendor to state alignment with applicable API 650 provisions where not in conflict with UL 142

Secondary Containment Integral double wall; interstitial monitoring required

SPCC Applicability Evaluate per EPA 40 CFR 112

NEC Compliance Electrical classification per NFPA 70

NFPA 30 Compliance Overfill protection, venting, and installation per NFPA 30

UL Listing UL 142 certification required

Item Specification / Requirement

Codes & Regulatory Compliance

Inspection/Test Procedures Factory test documentation

Ladder and Platform Connection and Layout Details

Coating System Data Exterior coating and painting specifications

Foundation Load Data Empty and full tank weights

Overfill Protection Cut Sheet Alarm and shutoff documentation

Leak Detection Cut Sheet Manufacturer data and alarm details

Vent Sizing Documentation Normal and emergency vent basis

General Arrangement Drawing Dimensions, nozzle schedule, elevations

UL 142 Documentation Provide certificate and nameplate photo

Item Specification / Requirement

Required Vendor Submittals

DIESEL TANK SPECIFICATIONS

# Revision Date

100% CD 04/27/2026

Date: 04/29/26

W

EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE

DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

INTERIOR ELEVATION DRAWING REFERENCE TAG

GENERAL SYMBOLS

A101

SIM

A101 1

R e f

KEYNOTE#

XXX

X

SHEET REFERENCE

SECTION CUT REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

SHEET REFERENCE

JUNCTION BOX, CEILING OR FLOOR MOUNTED.

JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED.

J

J

A101

SIM

1 DRAWINGS REVISION. REFER TO TITLEBLOCK FOR REVISION NAME AND DATE

POWER SYMBOLS

DUPLEX GFCI RECEPTACLE, TAMPER-RESISTANT, WALL MOUNT,

"G" INDICATES PROTECTION INCLUDED IN DEVICE. SHADING INDICATES DEVICE

PROTECTED BY EITHER UPSTREAM GFCI DEVICE OR CIRCUIT BREAKER

DUPLEX GFCI WEATHER RESISTANT RECEPTACLE WITH WEATHER-PROOF

IN-USE COVER, TAMPER-RESISTANT, WALL MOUNT

EQUIPMENT CONNECTION,

REFER TO EQUIPMENT CONNECTION SCHEDULE FOR CONNECTION TYPE.

REFER TO PANEL SCHEDULES FOR GFCI PROTECTION WHERE REQUIRED

EQUIPMENT CONNECTION, WALL MOUNT,

REFER TO EQUIPMENT CONNECTION SCHEDULE FOR CONNECTION TYPE.

REFER TO PANEL SCHEDULES FOR GFCI PROTECTION WHERE REQUIRED

G

W

SAFETY DISCONNECT SWITCH

EMERGENCY PUSH BUTTON

PANELBOARD - SURFACE MOUNTED

PANELBOARD - RECESSED IN WALL

GENERATORGEN

MOTOR CONNECTION,

REFER TO EQUIPMENT CONNECTION SCHEDULE FOR CONNECTION TYPE.

REFER TO PANEL SCHEDULES FOR GFCI PROTECTION WHERE REQUIRED

M

ELECTRICAL ABBREVIATIONS

A DEVICE MOUNTED +8" ABOVE

COUNTER TOP (VERIFY LOCATION)

AFF ABOVE FINISHED FLOOR

ATS AUTOMATIC TRANSFER SWITCH

C CEILING

CB CIRCUIT BREAKER

CT CURRENT TRANSFORMER

E EXISTING ITEM TO REMAIN

EC ELECTRICAL CONTRACTOR

EM EMERGENCY LIGHT FIXTURE

ER NEW LOCATION OF EXISTING ITEM

F ROUGH IN FOR FUTURE DEVICE

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FSD FIRE SMOKE DAMPER

G GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

KVA KILO-VOLT-AMPERES

KW KILOWATTS

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUGS ONLY

N NEW DEVICE IN EXISTING LOCATION

NIC NOT IN CONTRACT

NM NONMETALLIC

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

R EXISTING ITEM TO BE REMOVED

RR EXISTING ITEM TO BE REMOVED AND

RELOCATED

RN EXISTING ITEM TO BE REMOVED AND

REPLACED WITH NEW

SCCR SHORT CIRCUIT CURRENT RATING

T TAMPER PROOF DEVICE

TCC TEMPERATURE CONTROL CONTRACTOR

TV TELEVISION

TYP TYPICAL

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTS

VA VOLT-AMPERES

WG WIREGUARD COVER

WP WEATHERPROOF DEVICE

WR WEATHER RESISTANT DEVICE

XFR TRANSFORMER

+24" INDICATES MOUNTING HEIGHT CENTER

LINE OF DEVICE TO FINISHED FLOOR

1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL STATE CODES.

2. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE IS THE STANDARD FOR THE

ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED.

NOTIFY DESIGN TEAM OF ANY DISCREPANCIES BETWEEN THE PROJECT MANUAL OR

DRAWINGS AND THE GOVERNING CODE.

3. PER NEC EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO

ITS CLEAR, EVIDENT AND SPECIFIC PURPOSE OR USE. CONTRACTOR TO PROVIDE FINAL

CIRCUIT IDENTIFICATION FOR ALL NEW AND MODIFIED CIRCUITS AT PROJECT COMPLETION.

CODE NOTES - ELECTRICAL 1. PROVIDE NORMAL WIRING DEVICES AS GRAY UNLESS OTHERWISE NOTED.

2. PROVIDE DEVICES COVER PLATES AS STAINLESS STEEL. MATCH WIRING DEVICES COLOR.

DEVICE INSTALLATION AND MATERIALS - ELECTRICAL

1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL

OTHER TRADES. BEGIN INSTALLATION AND ROUGH-IN ONLY AFTER PROPER AND TIMELY

COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION IS COMPLETE.

COORDINATE WITH BUILDING STRUCTURE, ARCHITECTURE, MECHANICAL SHEET METAL, ALL

PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, EQUIPMENT

ACCESS/CLEARANCE, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR

REWORK OF INSTALLED EQUIPMENT RESULTING FROM INSUFFICIENT COORDINATION.

2. ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS AND

CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE

SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REFERENCING;

ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS; EQUIPMENT PLANS FOR ROUGH-IN

REQUIREMENTS, MECHANICAL PLANS FOR EQUIPMENT SIZES AND LOCATIONS.

GENERAL NOTES - ELECTRICAL

1. INCREASE CONDUCTOR SIZES ON 20A 120V-1 PHASE CIRCUITS EXCEEDING 100 FEET TO

CENTER OF LOAD TO ACCOUNT FOR VOLTAGE DROP.

2. RACEWAYS AND BOXES ARE SHOWN DIAGRAMMATICALLY ONLY AND INDICATE GENERAL

AND APPROXIMATE LOCATIONS. LAYOUTS DO NOT ALWAYS SHOW THE TOTAL NUMBER

OF RACEWAYS OR BOXES FOR THE CIRCUITS REQUIRED, NOR ARE THE LOCATIONS OF

INDICATED RUNS INTENDED TO SHOW THE ACTUAL ROUTING OF THE RACEWAYS.

3. PROVIDE A DEDICATED GREEN INSULATED GROUND CONDUCTOR TO ALL DEVICES. DO

NOT USE CONDUIT SYSTEM AS THE ONLY EQUIPMENT GROUNDING METHOD.

4. PROVIDE TYPED PANEL DIRECTORY AT PROJECT COMPLETION FOR NEW PANELS AND

EXISTING PANELS WITH CIRCUITS MODIFIED DURING PROJECT. USE OWNER’S CURRENT

ROOM NUMBERS AND EQUIPMENT NAMES. PROVIDE UNIQUE CIRCUIT IDENTIFICATION

PER NEC 408.4(A)

5. CONTRACTOR IS RESPONSIBLE FOR OPENINGS IN WALLS, FLOORS, CEILINGS, AND

ROOFS THAT ARE REQUIRED TO COMPLETE THEIR SCOPE OF WORK. SEAL

PENETRATIONS IN ACCORDANCE WITH THE RATING OF THE AFFECTED ASSEMBLY.

REFER TO ARCHITECTURAL CODE PLAN FOR RATED WALLS, FLOORS, AND CEILINGS.

6. INSTALL NEW CONDUIT A MINIMUM OF 18" BELOW GRADE.

7. INSTALL CONDUIT AND PATHWAYS FROM CONTROL PANEL TO SENSORS AT TANKS.

COORDINATE INSTALLATION AND CONTROL LOCATIONS WITH MANUFACTURER AND

CONTRACTOR.

8. CONDUIT INSTALLATION TO TANK AREA TO BE INSTALLED TO MEET NEC CLASS 1

DIVISION 2 REQUIREMENTS. PROVIDE SEAL-OFFS AND INSTALL CONDUIT BELOW GRADE

TO MEET NEC REQUIREMENTS.

INSTALLATION NOTES - ELECTRICAL

NEW DIESEL TANK 1

PLANT BASEMENT ROOF

(BUNKER BUILDING)

FILL CONTROL PANEL

GENERATOR BUILDING

EXISTING PANEL PP-SG-1

UTILIZE (2) 120V 1P SPARE BREAKERS

IN SPACES 14 AND 16 IN PANEL.

EXISTING PANEL IS SQUARE D NQ.

INSTALL (1) 1" CONDUIT WITH #10

AWG CONDUCTORS USED FOR

BRANCH CIRCUITS TO FILL

CONTROL PANEL AND

RECEPTACLE CIRCUIT.

E000

INSTALL CONDUIT TO FLOOR AND CORE

THROUGH WALL. INSTALL "LB" ON EXTERIOR

TO TURN CONDUIT DOWN BELOW GRADE.

INSTALL IMC OR RMC CONDUIT ON EXPOSED

EXTERIOR TO MINIMIZE DAMAGE. AT CORE

INSTALL SILICONE CAULK ON BOTH SIDES

OF OPENING FOR PROPER SEAL.

INSTALL 10' X 5/8" ELECTRODE NEAR BASE

OF TANK. INSTALL #4 CU FROM TANK TO ELECTRODE.

CAD-WELD CONNECTIONS TO ELECTRODE.

INSTALL (1) 1" CONDUIT FROM CONTROL

PANEL TO TANK. CONDUIT USED FOR CONTROL

WIRING TO SENSORS ON TANK. INSTALL SEAL-OFFS

TO MEET CLASS 1 DIVISION 2 REQUIREMENTS.

COORDINATE LOCATIONS OF THE SENSORS

ON THE TANK WITH PROVIDER. INSTALL ALL CABLING

AND PATHWAYS NECESSARY FOR A FULLY

FUNCTIONAL SYSTEM.

1' - 0"

M A

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SIDE ELEVATION FRONT ELEVATION

#3 ties @ 12" OC. TYP.

CONC. FOOTING. TYP

TAPE-WRAP 6" ABOVE GRADE

GALV 3" PIPE POST. TYP.

GRADE

1/2" HOT DIP

GALVANIZED THU

B…