5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

N

THE

BURNS

GROUP

AREA OF WORK

8200 ENTERPRISE AVE

PHILADELPHIA, PA 19153

PHILADELPHIA WATER DEPARTMENT

DRAWING LIST

PWD SOUTHWEST WATER POLLUTION CONTROL PLANT

STB FUEL TANK REPLACEMENT

WORK NO. 73105

LOCATION PLAN

SERIAL NO: 20170941684

NOTIFICATION LIST

PURSUANT TO THE REQUIREMENTS OF ACT 287 AMENDED BY ACT 121 OF THE LEGISLATURE OF THE COMMONWEALTH OF PENNSYLVANIA TITLED: EXCAVATION AND DEMOLITION WORK - PROTECTION OF UNDERGROUND INSTALLATION. THE CONTRACTOR WILL BE REQUIRED, AT A MINIMUM, TO CALL THE PENNSYLVANIA ONE CALL SYSTEM 1-800-242-1776 OR 811 IN

PENNSYLVANIA.

ACT 287 AMENDED BY ACT 121 OF 2008

BURNS ENGINEERING PROJECT ENGINEER: JACQUELINE HAAS

PWD GENERAL MANAGER PLANNING & ENGINEERING: ACTING DEPUTY

COMMISSIONER OF ENGINEERING: VAHE HOVSEPIAN

PWD WATER COMMISSIONER: BENJAMIN C. JEWELL

DRAWING LIST

Sheet Number Sheet Title Sheet Description

1 CS-001 COVER SHEET

2 C-001 EXISTING CONDITIONS AND DEMOLITION PLAN - NOTES AND

LEGEND

3 C-002 EXISTING CONDITIONS AND DEMOLITION PLAN - EXISTING

TANK REMOVAL

4 C-003 EXISTING CONDITIONS AND DEMOLITION PLAN - NEW TANK

LOCATION

5 C-101 PROPOSED SITE AND GRADING PLAN - NOTES AND LEGEND

6 C-102 PROPOSED SITE AND GRADING PLAN - EXISTING TANK

REMOVAL

7 C-103 PROPOSED SITE AND GRADING PLAN - NEW TANK LOCATION

8 C-201 PROPOSED UTILITY AND EROSION & SEDIMENT CONTROL

PLAN - NOTES AND LEGEND

9 C-202 PROPOSED EROSION & SEDIMENT CONTROL PLAN - EXISTING

TANK REMOVAL

10 C-203 PROPOSED UTILITY AND EROSION & SEDIMENT CONTROL

PLAN - NEW TANK LOCATION

11 C-501 CIVIL DETAILS - 1

12 C-502 CIVIL DETAILS -2 E&S NOTES AND DETAILS

13 C-503 CIVIL DETAILS -3 E&S CONTROL DETAILS

14 S-001 STRUCTURAL NOTES, DESIGN LOADS, AND ABBREVIATIONS

15 S-100 OVERALL LOCATION PLAN

16 S-200 FUEL TANK PLANS - 12,000 GALLON TANKS

17 S-400 SECTIONS AND DETAILS

18 M-001 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONS

19 DM-100 OVERALL BASEMENT MECHANICAL PLAN - REMOVALS

20 DM-200 MECHANICAL REMOVALS - ENLARGED PLANS AND SECTIONS

21 M-100 OVERALL FIRST FLOOR MECHANICAL PLAN - INSTALLATION

22 M-101 OVERALL BASEMENT MECHANICAL PLAN - INSTALLATION

23 M-200 MECHANICAL INSTALLATIONS - ENLARGED PLANS

24 M-201 MECHANICAL PIPING PLANS AND DETAILS

25 M-400 FUEL OIL FLOW DIAGRAM

26 M-600 SCHEDULES

27 E-001 GENERAL NOTES, LEGENDS, SYMBOLS, AND ABBREVIATIONS

28 E-100 SITE INSTALLATION PLAN

29 E-101 ENLARGED PLANS

30 E-400 DIAGRAMS AND SCHEDULES

COVER SHEET

CS-001

AS NOTED

RPD

JCH

-0

3- C

S-

ACTING DEPUTY COMMISSIONER OF ENGINEERING: VAHE HOVSEPIAN

3/28/2025

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

EXISTING CONDITIONS AND DEMOLITION

PLAN - NOTES AND LEGEND

C-001

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE

EXISTING CONDITIONS AND

DEMOLITION PLAN -

EXISTING TANK REMOVAL

C-002

3 30

SHEET OF 30

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE

EXISTING CONDITIONS AND

DEMOLITION PLAN -

NEW TANK LOCATION

C-003

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

PROPOSED SITE AND GRADING PLAN -

NOTES AND LEGEND

C-101

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 330

PROPOSED SITE AND GRADING PLAN -

EXISTING TANK REMOVAL

C-102

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

PROPOSED SITE AND GRADING PLAN -

NEW TANK LOCATION

C-103

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

PROPOSED UTILITY AND EROSION &

SEDIMENT CONTROL PLAN -

NOTES AND LEGEND

C-201

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

PROPOSED UTILITY AND EROSION &

SEDIMENT CONTROL PLAN -

EXISTING TANK REMOVAL

C-202

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

PROPOSED UTILITY AND EROSION &

SEDIMENT CONTROL PLAN -

NEW TANK LOCATION

C-203

3/4" BLACK CORDED HOSE

2'-0" OF ORANGE PLASTIC FLAGGING

GALVANIZED TURNBUCKLE WITH 1/4" DIA.

BOLT (FOR TREES OF 4" CALIPER AND

14 GAUGE GALVANIZED STEEL WIRE

REMOVE TOP 1/3 OF BURLAP

(3) 2" BY 3" BY 8'-0" HARDWOOD

STAKES SPACED EQUALLY AROUND TREE

BACKFILL PLANTING MIX AS SPECIFIED.

COMPACT BOTTOM LAYER TO PREVENT

* PLANT TREE AT THE SAME LEVEL AS

GROWN IN THE NURSERY

FORM 2" SAUCER

SETTLEMENT

ABOVE)

KNOTTED TO WIRES

* PRUNE DEAD OR BROKEN BRANCHES.

DO NOT LEAVE "V" CROTCHES.

DO NOT CUT LEADER

(MULCH RING TO ENCOMPASS TREE STAKES)

3" MULCH, TAPERED AT TRUNK BASE

3/28/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

CIVIL DETAILS - 1

C-501

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

CIVIL DETAILS -2

E&S NOTES AND DETAILS

C-502

3/28/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

1 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

PWD WORK #73105

AS NOTED

DNN

JAE

2242004

MG DNN JAE 30

CIVIL DETAILS -3

E&S CONTROL DETAILS

C-503

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

GENERAL SERVICE LOADS

2018 INTERNATIONAL BUILDING CODE

FLOOR LIVE LOAD (L) 150 PSF

REDUCTION FACTOR NOT USED

SNOW LOAD

GROUND SNOW LOAD (Pg) 25 PSF FLAT-ROOF SNOW LOAD (Pf) 20 PSF SNOW EXPOSURE FACTOR (Ce) 0.9 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.2

SLOPE FACTOR (CS) 1.0

DRIFT SURCHARGE LOAD (Pd) N/A WIDTH OF SNOW DRIFTS (w) N/A

WIND DESIGN DATA

BASIC DESIGN WIND SPEED (V) 130 MPH

VELOCITY PRESSURE EXPOSURE COEFFICIENT, Kz 0.85 TOPOGRAPHIC FACTOR, Kzt 1 WIND DIRECTIONALITY FACTORY, Kd 1 GROUND ELEVATION FACTOR, Ke 1

RISK CATEGORY IV

WIND EXPOSURE CATEGORY C

WIND PRESSURE ON TANK 9.9 KIP

SEISMIC DESIGN DATA

RISK CATEGORY IV

SEISMIC COMPONENT IMPORTANCE FACTOR (IP) 1.5

MAPPED SPECTRAL RESPONSE ACCELERATIONS

SS = 0.200 g S1 = 0.060 g

SITE CLASS D

SPECTRAL RESPONSE COEFFICIENTS

SDS = 0.213 g SD1 = 0.096 g

SEISMIC DESIGN CATEGORY C

BASIC SEISMIC-FORCE-RESISTING SYSTEM(S)

HORIZONTAL SADDLE

SUPPORTED

VESSELS/FLATBOTTOM GROUND

SUPPORTED TANKS

COMPONENT DESIGN HORIZONTAL FORCE (FP) 9.9 K EACH TANK

SEISMIC RESPONSE COEFFICIENT (CS) 0.10

RESPONSE MODIFICATION FACTOR (R) 3.0

OVERSTRENGTH FACTOR (ΩO) 2.0

DEFLECTION AMPLIFICATION FACTOR (Cd) 2.5

ANALYSIS PROCEDURE USED SEISMIC DESIGN REQUIREMENTS

FOR NONBUILDING STRUCTURES

FLOOD LOAD

FLOOD DESIGN CLASS 1

ELEVATION OF THE LOWEST FLOOR 105 FT

ELEVATION OF FLOODPROOFING 105 FT

BOTTOM ELEVATION OF LOWEST HORIZONTAL

STRUCTURAL MEMBER 105 FT

RIGHT-OF-WAY

PROPERTY LINE

RADIUS OR RISER

REINFORCEMENT

RECTANGULAR

NOT TO SCALE

NEAR FACE (REINF.)

NEAR SIDE (REINF.)

MISCELLANEOUS

OUTSIDE DIAMETER

EXP. BOLT

FIN.

FLD.

FIXT.

EXIST.

EMBED.

E.P.

EXP. JT.

DWLS.

EA.

ELEC.

E.F.

EL.

E.E.P.

DIM.

DIA. or Ø

DET.

DEG.

DWG.

EXPANSION BOLT

EXPANSION JOINT

EQUIPMENT PAD

FINISH

FIXTURE

FIELD

EXISTING

EMBEDMENT

ELECTRICAL EQUIPMENT PAD

DOWELS

ELECTRICAL

EACH FACE

ELEVATION

EACH

DIAMETER

DIMENSION

DETAIL

DEGREE

DRAWING

LONG LEG BACK TO BACK

LONG LEG HORIZONTAL

LONG LEG OUTSTANDING

LLH

MATERIAL

MAXIMUM

MEMBRANE

LOW POINT

LONG LEG VERTICAL

MATL.

MEMB.

MAX.

LLV

LLOS

L.P.

LIGHTING

ANGLE

INSIDE DIAMETER

INTERMEDIATE

JOINT

HEIGHT

LGT.

L

LLBB

INTERM.

JT.

I.D.

HT.

REINF.

SCHED.

SECT.

SHT.

REV.

R.R.

REQD.

R/W

SHEET

SECTION

REVISION

RAILROAD

REQUIRED

SCHEDULE

O. TO O.

PT.

RD.

RECT.

R

REF.

LP

PL

OPP.

PROJ.

POINT

ROUND

REFERENCE

PLATE

OPPOSITE

PROJECTION

OUT TO OUT

LC

CL.

COL.

CTSK

CONC.

BC

CIP

CJ

C/C

C.J.

B/ A.B.

BOTTOM OF CURB ELEVATION

CAST IRON PIPE

CONSTRUCTION JOINT

CONTROL JOINT

CENTER TO CENTER

CENTER LINE

CLEAR

COLUMN

COUNTERSUNK

CONCRETE

BOTTOM OF

ANCHOR BOLT

STRUCTURAL ABBREVIATIONS

FRAMING

GALVANIZED

GRADE, GROUND

GRATING

HOOK

GAGE (DISTANCE)

FOOTING

FLOOR

GAUGE (THICKNESS)

HIGH POINT

HORIZONTAL

GALV.

GRTG.

HK.

GRD.

H.P.

HOR.

FRMG.

GA.

FTG.

FLR.

GA.

FLANGE

FAR FACE

FLG.

F.F.

NO.

N.S.

N.T.S.

O.C.

OPNG.

O.D.

MIN.

MISC.

MH

N.F.

NUMBER

ON CENTER

OPENING

MINIMUM

MANHOLE

MET. METAL

WATER STOP

WELDED WIRE FABRIC

TOP OF RAIL ELEVATION

UNLESS NOTED OTHERWISE

WORK POINT, WATERPROOFING

U.N.O.

VERT.

W.W.F.

W/

W.S.

W.P.

WT.

WL

TR

TYP.

VIF

WITH

WEIGHT

WORK LINE

VERTICAL

TYPICAL

VERIFY IN FIELD

STAINLESS STEEL

SYMMETRICAL

STRUCTURAL

ST. STL.

STIFF.

TEMP.

T/

SYM.

T

THD.

SPA.

STD.

STL.

STR.

TREAD

TOP OF

TEMPORARY

THREADED

STIFFENER

STEEL

SPACE

STANDARD

SIM. SIMILAR

F.L. FULL LENGTH

VOLUMEVOL.

OPPOSITE HANDO.H.

H.H.N. HEAVY HEX NUT

E.B. EASTBOUND

WESTBOUNDW.B.

OUTSTANDINGO.S.

GENERAL

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 INTERNATIONAL

BUILDING CODE AS ADOPTED AND AMENDED BY THE PHILADELPHIA BUILDING

CONSTRUCTION AND OCCUPANCY CODE AS WELL AS ALL REFERENCED STANDARDS

CONTAINED THEREIN.

2. ALL SECTIONS, DETAILS AND NOTES ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE

INDICATED.

3. ALL CURBED AND OTHER OPENINGS, EQUIPMENT BASES, DEPRESSIONS, FRAMES,

CASTINGS, PIPE SLEEVES, CONDUITS, INSERTS, ROOF DRAINS, EDGE PROTECTION,

ANCHOR BOLTS AND SIMILAR ITEMS REQUIRED FOR ALL TRADES SHALL BE PROVIDED,

LOCATED AND INSTALLED AS SHOWN ON APPROVED SHOP DRAWINGS AND WORKING

DRAWINGS FOR MANUFACTURED ITEMS AND OTHER TRADES.

4. THE GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL EXAMINE AND FIELD

VERIFY ALL EXISTING AND GIVEN DIMENSIONS AND CONDITIONS PRIOR TO

COMMENCEMENT OF THE WORK AND FABRICATION OF CONSTRUCTION MATERIALS.

VARIANCES FROM THE DRAWINGS AND SPECIFICATIONS AND POTENTIAL

INTERFERENCES SHALL BE REPORTED PROMPTLY TO THE ENGINEER OF RECORD. THE

CONTRACTOR SHALL INCORPORATE ACTUAL FIELD CONDITIONS AND DIMENSIONS IN

THE WORK. THE CONTRACTOR SHALL PERFORM THE WORK TO MEET FIELD CONDITIONS

ENCOUNTERED.

CONTRACTOR OPERATIONS:

1. THE CONTRACTOR SHALL ASSUME AN ABSOLUTE OBLIGATION TO PROTECT EXISTING

STRUCTURES AND EQUIPMENT, NEW WORK, AND THE GENERAL PUBLIC FROM DAMAGE,

LOSS OR INJURY RESULTING FROM THE CONTRACTOR'S OPERATIONS AT THE PROJECT

SITE. IN THE EVENT OF SUCH DAMAGE OR LOSS, THE CONTRACTOR SHALL PROMPTLY

RESTORE OR REPLACE THE WORK TO AN EQUIVALENT QUALITY AND AT NO ADDITIONAL

EXPENSE TO THE OWNER.

2. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACINGS, TEMPORARY SUPPORTS

AND SHORING DURING CONSTRUCTION.

STRUCTURAL DESIGN CRITERIA:

1. THE PROPOSED CONSTRUCTION IS DESIGNED IN CONFORMANCE WITH THE APPLICABLE

PROVISIONS AND REQUIREMENTS OF THE FOLLOWING PUBLICATIONS:

a. INTERNATIONAL BUILDING CODE, 2018 EDITION

b. SEI/ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

c. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

d. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

e. AWS D1.1-17 STRUCTURAL WELDING CODE - STEEL

f. AWS D1.3-98 STRUCTURAL WELDING CODE - SHEET STEEL

g. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), 1970, WITH AMENDMENTS TO

DATE.

MATERIALS OF CONSTRUCTION:

CAST-IN-PLACE CONCRETE:

1. CONCRETE CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS OF THE PROJECT

MANUAL, ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", AND ACI 318

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".

2. ALL STRUCTURAL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE HAVING A MINIMUM

COMPRESSIVE STRENGTH OF 5,000 PSI.

3. FORMWORK SHALL NOT BE REMOVED UNTIL THE PLACED CONCRETE HAS ACHIEVED A

COMPRESSIVE STRENGTH OF AT LEAST 3,500 PSI, BUT NO SOONER THAN SEVEN (7)

DAYS.

4. LOAD SHALL NOT BE PLACED ON TOP OF FRESHLY-PLACED CONCRETE UNTIL THE

CONCRETE HAS ACHIEVED A COMPRESSIVE STRENGTH OF AT LEAST 3,500 PSI, BUT NO

SOONER THAN SEVEN (7) DAYS.

5. CONTRACTOR SHALL NOTIFY THE INSPECTION AGENCY PRIOR TO PLACEMENT OF

CONCRETE TO ALLOW FOR INSPECTION OF REINFORCEMENT PLACEMENT, CLEARANCES,

AND FORMWORK.

6. CONDUIT AND PIPING SHALL BE AS LOCATED ON THE DRAWINGS, DO NOT PLACE

CONDUITS AND/OR PIPES IN STRUCTURAL CONCRETE WITHOUT PRIOR APPROVAL FROM

THE ENGINEER.

7. NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED UNLESS COATED TO PREVENT

ALUMINUM-CONCRETE REACTION. MAXIMUM OUTSIDE DIAMETER OF EMBEDDED

CONDUIT SHALL BE NO LARGER THAN ONE-THIRD OF THE SMALLEST DIMENSION OF THE

ELEMENT AND SHALL BE LOCATED IN THE MIDDLE THIRD. NO ELECTRICAL CONDUIT

SHALL BE PLACED IN THE REGION DESIGNATED AS CONCRETE COVER FOR

REINFORCEMENT.

8. WHERE NOTED "ROUGH JOINT" INDICATES CONCRETE SURFACE SHALL BE ROUGHENED

TO A ICRI CSP 7 TO 9 AND CLEANED FREE OF OIL, GREASE, LOOSE MATERIAL, AND

LAITANCE. DAMPEN SURFACES TO SATURATED SURFACE DRY (SSD) AND COATED WITH

A CEMENTITIOUS BONDING SLURRY IMMEDIATELY PRIOR TO PLACING NEW CONCRETE.

CONCRETE REINFORCEMENT:

1. EXCEPT WHERE OTHERWISE NOTED, THESE NOTES APPLY TO REINFORCING STEEL IN

CONCRETE STRUCTURES.

2. STEEL REINFORCEMENT SHALL BE ASTM A615, GRADE 60 BARS. ALL REINFORCEMENT

BARS SHALL BE EPOXY-COATED PER ASTM A775. WELDED WIRE REINFORCEMENT (WWR)

SHALL CONFORM TO A1064. ALL WWR SHALL BE UNCOATED.

3. DETAIL, FABRICATE, AND PLACE REINFORCING IN ACCORDANCE WITH THE PROVISIONS

SET FORTH BY THE AMERICAN CONCRETE INSTITUTE (ACI) AND CRSI "MANUAL OF

STANDARD PRACTICE".

4. PROVIDE SHOP DRAWINGS SHOWING FULL INFORMATION FOR REINFORCING

PLACEMENT. REINFORCING STEEL DETAILER SHALL ADEQUATELY CROSS REFERENCE

THE STRUCTURAL DRAWINGS TO THE SATISFACTION OF THE ENGINEER. REINFORCING

STEEL DETAILER SHALL DEVELOP ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS

WITH PERTINENT ELEVATIONS GIVEN TO CLEARLY INDICATE THE POSITION OF THE

REINFORCEMENT AND CONSTRUCTION JOINTS.

5. LENGTHS OF REINFORCING BARS, IF SHOWN, DO NOT INCLUDE HOOKS.

6. REINFORCEMENT NOT SHOWN ON SECTION AND PLANS IS THE SAME AS THAT SHOWN IN

SIMILAR SECTIONS AND AT SIMILAR LOCATIONS.

7. SLABS-ON-GRADE/EQUIPMENT PADS: UNLESS NOTED OTHERWISE, REINFORCEMENT

SHALL BE PLACED 1-1/2 INCHES BELOW TOP OF SLAB. CONTRACTOR SHALL SUBMIT A

LAYOUT OF PROPOSED CONSTRUCTION JOINTS.

8. MINIMUM CONCRETE COVER FOR REINFORCEMENT:.

a. FORMED SURFACES NOT IN CONTACT WITH EARTH OR LIQUID: 1-1/2 INCHES

b. FORMED SURFACES IN CONTACT WITH WATER, EARTH, OR LIQUID: 2 INCHES.

c. UNFORMED SURFACES CAST AGAINST EARTH: 3 INCHES.

9. ALL REINFORCEMENT, INCLUDED WELDED WIRE REINFORCEMENT, SHALL BE

ADEQUATELY SECURED IN POSITION PRIOR TO CONCRETE PLACEMENT.

10. ALL REINFORCEMENT SHALL MAINTAIN UNIFORM CONCRETE COVER TO MATCH THE

SLOPE OF THE CONCRETE SURFACE.

11. WHERE REINFORCING DOWELS OR HOLES FOR CONCRETE ANCHORS ARE SHOWN TO BE

POST-INSTALLED IN CONCRETE, THE CONTRACTOR SHALL LOCATE REINFORCING OR

ANY EMBEDDED CONDUITS WITH THE CONCRETE ELEMENT AND POSITION THE DOWELS

AND ANCHORS TO AVOID DAMAGING THE REINFORCING STEEL. IF ANY CONDUITS ARE

DETECTED WITHIN THE TOP 5 INCHES OF ANY CONCRETE SURFACE, NOTIFY THE

ENGINEER IMMEDIATELY.

POST-INSTALLED CONCRETE ANCHORS:

1. DRILL AND INSTALL POST-INSTALLED ANCHORS ACCORDING TO MANUFACTURER'S

PRINTED INSTALLATION INSTRUCTION AND PER MANUFACTURER'S ON-SITE TRAINING.

2. ALL POST-INSTALLED ANCHORS SHALL MEET ICC-ES COMPLIANCE FOR EACH TYPE OF

APPLICATION.

3. SUBMIT PRODUCT INFORMATION AND ICC-ES EVALUATION REPORT FOR EACH ANCHOR

TYPE.

4. ALL ANCHOR INSTALLERS OF POST-INSTALLED ANCHORS SHALL BE ACI/CRSI ADHESIVE

ANCHOR INSTALLER CERTIFIED. SUBMIT CERTIFICATES FOR RECORD.

5. ADHESIVE ANCHORS IN CONCRETE SHALL BE HILTI HY-200 OR APPROVED EQUAL.

6. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK-BOLT TZ2 OR APPROVED

EQUAL.

7. PROVIDE STANDARD HOLES IN ALL STEEL MEMBERS RECEIVING POST-INSTALLED

ANCHORS. IF OVERSIZED HOLES ARE PROVIDED FOR EASE OF INSTALLATION, PROVIDE

WELDABLE WASHERS FOR ANCHORS.

8. TESTING:

a. 10-PERCENT OF EACH TYPE AND SIZE OF DRILLED-IN ANCHOR SHALL BE PROOF

LOADED BY THE INDEPENDENT TESTING LABORATORY. ADHESIVE ANCHORS AND

CAPSULE ANCHORS SHALL NOT BE TORQUE TESTED UNLESS OTHERWISE

DIRECTED BY THE ENGINEER. IF ANY MORE THAN 10-OF THE TEST ANCHORS FAIL

TO ACHIEVE THE SPECIFIED TORQUE OR PROOF LOAD WITHIN THE LIMITS DEFINED

IN THE DRAWINGS, ALL ANCHORS OF THE SAME DIAMETER AND TYPE AS THE

FAILED ANCHOR(S) SHALL BE TESTED UNLESS OTHERWISE INSTRUCTED BY THE

ENGINEER.

b. PERFORM TENSION TESTING IN ACCORDANCE WITH ASTM E488.

c. APPLY TORQUE WITH A CALIBRATED TORQUE WRENCH.

d. APPLY PROOF LOADS WITH A CALIBRATED HYDRAULIC RAM. DISPLACEMENT OF

ADHESIVE AND CAPSULE ANCHORS AT PROOF LOADS SHALL NOT EXCEED D/10

WHERE IS D IS THE NOMINAL ANCHOR DIAMETER.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHAPES

a. W SHAPES: ASTM A992 (Fy = 50 KSI)

b. CHANNELS: ASTM A36 (Fy = 36 KSI)

c. ANGLES AND PLATES: ASTM A36 (Fy = 36 KSI) UNO OR ASTM A572 (Fy = 50 KSI)

WHERE INDICATED.

d. RECTANGULAR STRUCTURAL STEEL TUBING: ASTM A500 GRADE B (Fy = 46 KSI)

e. ROUND STEEL PIPES: ASTM A53 GRADE B (FY = 35 KSI).

2. ELECTRODES FOR WELDING: E70XX (AWS A5.1 OR A5.5); USE LOW HYDROGEN

ELECTRODES FOR FIELD WELDING.

3. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 OR A490.

4. ANCHOR RODS SHALL CONFORM TO ASTM 1554 GRADE 105.

5. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED WITH THE

LATEST EDITION OF THE AISC CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED IN

THESE DRAWINGS.

SOILS NOTES:

1. SOIL DATA IS TAKEN FROM GEOTECHNICAL EVALUATION REPORT PREPARED BY CGC

GEOSERVICES, PROJECT NUMBER CG,3824.GA, DATED OCTOBER 2024.

2. MAT EQUIPMENT PAD FOUNDATIONS SHALL BEAR ON SOIL ASSUMED CAPABLE OF

SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2000 PSF.

3. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED

SOILS TESTING FIRM. ALL REPORTS ARE TO BE SUBMITTED TO THE ENGINEER OF

RECORD.

4. ALL BEARING MATERIAL SHALL BE INSPECTED BY AN INDEPENDENT TESTING AGENCY

PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE

SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. ELEVATIONS SHALL BE

ADJUSTED AS REQUIRED.

6. BOTTOM OF ALL FOOTINGS SHALL BEAR A MINIMUM OF 3'-0" BELOW FINAL GRADE FOR

FROST PROTECTION.

7. BACKFILLING AGAINST WALLS AND GRADE BEAMS SHALL BE DONE EVENLY ON BOTH

SIDES.

8. AFTER EXCAVATING FOR ALL EARTH-SUPPORTED SLABS, THE EXPOSED NATURAL SOIL

SHALL BE THOROUGHLY COMPACTED PRIOR TO PLACING FILL, STONE, OR CONCRETE.

9. ALL FILL AND TOP SOIL SHALL BE REMOVED FROM BELOW ALL PROPOSED SLABS AND

THE SUBGRADE PROOF-ROLLED. AREAS EXHIBITING PUMPING OR WEAKNESS, AS

OBSERVED BY A QUALIFIED SOILS TESTING FIRM, SHALL BE REMOVED AND REPLACED

WITH ACCEPTABLE COMPACTED FILL.

10. ALL FILL REQUIRED TO ATTAIN FINAL SUBGRADE FOR SLABS SHALL BE AN ACCEPTABLE

MATERIAL, PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS AND

COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY (MODIFIED PROCTOR METHOD,

ASTM D1557).

11. NO FOUNDATIONS SHALL BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING FREE

WATER, FROST, OR ICE.

11. CROSS REFERENCE ALL ELECTRICAL, MECHANICAL, STRUCTURAL, AND CIVIL DRAWINGS

TO ASSURE PROPER DIMENSIONS AND PLACEMENT OF MATERIALS.

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

(2018 IBC TABLE 1705.3)

TYPE

CONTINUOUS

SPECIAL

INSPECTION

PERIODIC

SPECIAL

INSPECTION

REFERENCED STANDARD IBC REFERENCE

1. Inspect reinforcement, including prestressing tendons, and verify placement. — X ACI 318 Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4

2. Reinforcing bar welding:

AWS D1.4

ACI 318: 26.6.4 —

a. Verify weldability of reinforcing bars other than

ASTM A706. — X

b. Inspect single-pass fillet welds, maximum 5/16". — X

c. Inspect all other welds. X —

3. Inspect anchors cast in concrete. — X ACI 318: 17.8.2 —

4. Inspect anchors post-installed in hardened concrete members (see Note 1 below).

a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

X — ACI 318: 17.8.2.4

b. Mechanical anchors and adhesive anchors not defined in 4.a — X ACI 318: 17.8.2

5. Verify use of required design mix. — X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

X —

ASTM C172

ASTM C31

ACI 318: 26.5, 26.12

1908.10

7. Inspect concrete and shotcrete placement for proper application techniques. X — ACI 318: 26.5 1908.6, 1908.7, 1908.8

8. Verify maintenance of specified curing temperature and techniques. — X ACI 318: 26.5.3-26.5.5 1908.9

9. Inspect prestressed concrete for:

ACI 318: 26.10 —a. Application of prestressing forces. X —

b. Grouting of bonded prestressing tendons. X —

10. Inspect erection of precast concrete members. — X ACI 318: 26.9 —

11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

— X ACI 318: 26.11.2 —

12. Inspect formwork for shape, location and dimensions of the concrete member being formed. — X ACI 318: 26.11.1.2(b) —

Note 1: Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with

17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work.

STRUCTURAL NOTES, DESIGN LOADS, AND

ABBREVIATIONS

S-001

AS NOTED

RPD

JCH

-0

3- S-

PE077633

ENGINEER

REGISTERED

PROFESSIONAL

DAVID HILLEY

S-200

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

S-100

OVERALL STRUCTURAL LOCATION PLAN

1" = 20' SCALE:1"=20'-0"

0 20'20' 10'

OVERALL LOCATION PLAN

S-100

AS NOTED

RPD

JCH

-0

3- S-

N

PE077633

ENGINEER

REGISTERED

S-400

S-400

FOR SIDEWALKS

SEE CIVIL DWGS

S-400

SIM

3'-0"

S-400

1'-6"

'-0

TA

N K

4'-0"8'-6"

TANK

4'-0"

29'-6"

'-0

7'-7"

PAD

3' -8

PA

D

1' -6

2' -0

2'-3"3'-0"

'-4

3'

-0

7' -6

8'-6"

TANK

3' -0

PL

AT

FO

R M

SE

E

N O

TE

1' -0

25'-6"

1' -6

TY

P

8'-2"

1' -3

TY

P

7'-0"

(2) 12,000 GALLON FUEL

OIL STORAGE TANKS -

SEE MECHANICAL DWGS

STAIR AND CATWALK

BY TANK MFR - SEE

NOTE 1

EXISTING LIGHT POLE

TO BE SALVAGED AND

REINSTALLED - SEE

NOTE 3

FILL PORT - SEE

MECHANICAL

FUEL PIPING STUB UPS

- SEE SLAB PIPE

SLEEVE DETAIL 9/S-400

EXISTING LIGHT POLE

TO BE SALVAGED AND

REINSTALLED - SEE

NOTE 3

CJ

SADDLE PAD

(TYP OF 4)

CJ

T/PAD EL 107.00

T/PAD EL 107.00

T/EQUIP PAD EL 107.00

SEE DETAIL 3/S-400

1' -0

" M

IN

SE

E

N O

TE

FUEL POLISHER

- SEE MECHANICAL

BOLLARD SEE CIVIL

FOR LOCATIONS (TYP)

T/CONCRETE

106.76 SEE CIVIL

T/CONCRETE

106.17 SEE CIVIL

T/CONCRETE

105.46 SEE CIVIL

T/CONCRETE

106.05 SEE CIVIL

1' -6

3'-8"

4" 4"

S-400

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

30FUEL TANK PLANS - 12,000 GALLON TANKS

S-200

AS NOTED

RPD

JCH

-0

3- S-

S-200

ENLARGED PLAN

1/4" = 1'-0"

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

0 4'4' 2'

NOTES:

1. TANK MANUFACTURE TO PROVIDE INTEGRATED STAIR AND ACCESS PLATFORM WITH GUARDRAILS AND

TANK WALK OFF ACCESS. COORDINATE ELEVATIONS WITH FUEL PIPE ROUTING. STAIR SHALL MEET

REQUIREMENTS OF OSHA SECTION 1910.25.

2. COORDINATE DIMESION OF CONCRETE LANDING WITH MANUFACTURE PROVIDED STAIR.

3. REMOVE EXISTING LIGHT POLE AND STORE AND PROTECT FOR RE-INSTALLATION AFTER COMPLETION OF TANK WORK. SEE DETAIL 4/S-400 FOR NEW FOUNDATION DETAIL. CONTRACTOR MAY PROTECT EXISTING

LIGHT POLE AND FOUNDATION IN PLACE DURING WORK AT THEIR OPTION.

4. COORDINATE LEVELING NUTS WITH FUEL FILL PORTS MANUFACTURE ANCHOR REQUIREMENTS. GROUT

UNDER BASEPLATE WITH NON-SHRINK GROUT.

5. CJ IS TO BE AS CLOSE TO CENTER OF PAD AS POSSIBLE WHILE MAINTAINING A MINIMUM 1'-0" CLEAR FROM EDGE OF FUEL PIPE STUB UPS. COORDINATE FINAL LOCATIONS OF STUB UPS WITH CJ IN THE FIELD.

N

PE077633

ENGINEER

REGISTERED

1'-0"

1' -2

#5@8

3' -0

" #8@8

COMPACTED

SUBGRADE

C R

U

SH

ED

ST

O N

E

8"

MIN

T/SIDEWALK

VARIES - SEE CIVIL

T/SLAB VARIES

SEE PLAN

VA

R

IE

S

(2) #5

#5@12 (TYP)

#5@8

4" CHAMFER (TYP)

2" EXPANSION JOINT

T/GRADE VARIES -

SEE CIVIL

NOTES :

1. DO NOT CUT OR DAMAGE EXISTING SLAB REINFORCING WHILE

INSTALLING ANCHORS.

2. FOR EQUIPMENT DIMENSIONS AND LOCATIONS SHOWN SEE

MECHANICAL, ELECTRICAL, AND HEATING & VENTILATION

DRAWINGS.

3. DETAIL APPLIES AT INTERIOR EQUIPMENT PADS AS WELL AS

ISOLATED PADS ON THE FUEL TANK FOUNDATION PAD.

4"

MAX

8" DIA EXPANSION

ANCHOR @ 12" O/C

(E) SLAB

FINISHED FLOOR

ROUGH JOINT

11 2" C

LE

AR

2"

CLEAR

6" U

N

LE

SS

N

O

TE

D O

TH

ER

W

IS

E

DETERMINE SIZE AND LOCATION AFTER

FINAL SELECTION OF EQUIPMENT AND IN

ACCORDANCE WITH APPROVED

SUBMITTALS (8" MAX. HEIGHT)

#5@12

2'-6" DIA.

7' -0

(10) #6 VERTICAL BARS,

EQUALLY SPACED

1' -0

REINSTALL EXISTING

LIGHT POLE IN SAME

LOCATION

#3 TIES @ 12" OC

ADDT'L #3 TIES @ 3" OC

T/GRADE

CONDUIT -

SEE ELEC

F1554 GR55, GALVANIZED ANCHOR

RODS W/ 18" MIN. EMBED.,

DIAMETER AND SPACING TO MATCH

EXISTING LIGHT POLE BASE

4' -0

GRADE

FILL 6" DIA EXTRA

STRONG STEEL PIPE

WITH CONCRETE

UNDISTURBED

SOIL

5' -0

PROVIDE PLASTIC COVERS

IN SAFETY YELLOW FOR

ALL BOLLARDS

CROWN FOR DRAINAGE

2'-0" DIA CONCRETE PIER

W/ (8) #5 VERTICAL AND

#4@12" TIES

3" C

LR NOTE: SEE CIVIL FOR

QUANTITY AND LOCATIONS2'-0" DIA

6"

#3@12

#4 BAR (TYP)

VA

R

IE

S

1'-6"

ROUGH

JOINT

EL 107.00

4'-1" SPLICE LENGTH4'-1" SPLICE LENGTH

#5@16 ROUGH

JOINT

SLAB REINFORCING

- SEE 1/S-400 (TYP)

T/SLAB VARIES

SEE PLAN

(2) #5

#5@12

(TYP)

#5@8

4" CHAMFER

(TYP)

2" TOOLED

JOINT

ROUGH

JOINT

#5@8

T/ GRADE

- SEE CIVIL

#4@8

2'-8"

4'-0"

10"

MIN

6"

MIN

COMPACTED

SUBGRADE

3' -0

" M

IN

#5 BAR

4'-1"

6"

#3@12

#4 BAR (TYP)

2"CLR

1" NOSING

SE

E

N O

TE

ACCESS STAIR

SEE NOTE 1

CONCRETE

LANDING TREAD

SEE NOTE 2

NOTE:

1. TANK MANUFACTURE TO PROVIDE INTEGRATED STAIR AND ACCESS PLATFORM WITH GUARDRAILS

AND TANK WALK OFF ACCESS. STAIR SHALL MEET REQUIREMENTS OF OSHA SECTION 1910.25.

2. LANDING TREAD RISE SHALL BE COORDINATED WITH TANK MANUFACTURE TO PROVIDE A

CONSISTENT RISE AND RUN COMPATIBLE WITH THE STAIR. COORDINATE TREAD LOCATION WITH

FINAL STAIR LOCATION.

3. PLATFORM PAD SHALL BE COORDINATED WITH STAIR/PLATFORM MANUFACTURER; FINAL SIZE AND

LOCATION SHALL BE COORDINATED WITH FINAL STAIR/PLATFORM LOCATION.

4. REINFORCING FOR CONCRETE LANDING TREAD AND PLATFORM PAD MAY BE POST INSTALLED IN

CHEMICAL ADHESIVE AT THE CONTRACTORS OPTION.

6"

3'-8"±

1'-5"±

PLATFORM SUPPORT

POSTS SEE NOTE 1

6" M

IN

2" M

AX

SE

E N

O

TE

T/CONCRETE

VARIES SEE CIVIL

ROUGH

JOINT (TYP)

T/ SLAB

3/16

ROLLED PL OR PIPE WITH

4" WALL THICKNESS

16" x 2" COLLAR ALL

AROUND W/ CONTINUOUS

WELD TO SLEEVE

4"

SLEEVE I.D. =

PIPE O.D. +2"

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

SCALE:3/4"=1'-0"

0 1'1' 6"

SECTIONS AND DETAILS

S-400

AS NOTED

RPD

JCH

-0

3- S-

S-400

SECTION THROUGH FUEL TANK FOUNDATION

3/4" = 1'-0"

S-400

TYPICAL EQUIPMENT PAD DETAIL

NTS

S-400

LIGHT POLE FOUNDATION DETAIL

1" = 1'-0"

S-400

BOLLARD DETAIL

1/2" = 1'-0"

S-400

TANK SADDLE PAD

1" = 1'-0"

S-400

CONSTRUCTION JOINT

1" = 1'-0"

S-400

SECTION - SLAB EXTENTION AT STAIR

3/4" = 1'-0"

S-400

SECTION - STAIR SUPPORT PADS

1" = 1'-0"

S-400

SLAB PIPE SLEEVE DETAIL

1'-0" = 1'-0"

PE077633

ENGINEER

REGISTERED

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

Ø DIAMETER

°F DEGREE FAHRENHEIT

" INCHES

' FEET

A AIR

ABV ABOVE

AST ABOVE GROUND STORAGE TANK

AV AIR VENT

B OR BLR BOILER

BAS BUILDING AUTOMATION SYSTEM

BF BOILER FEED

BFP BACKFLOW PREVENTER

BG BELOW GRADE

BHP BRAKE HORSEPOWER

BLDG BUILDING

BLW BELOW

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BTU BRITISH THERMAL UNIT

CAP CAPACITY

CFM CUBIC FEET PER MINUTE

CL CENTERLINE

COND CONDENSATE

CV CONTROL VALVE

D OR DRN DRAIN

DB DRY BULB OR DECIBELS

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DN DOWN

DP DIFFERENTIAL PRESSURE

DWG DRAWING

E OR EF EXHAUST FAN

(E) EXISTING

EC ELECTRICAL CONTRACTOR

EL ELEVATION

EW EFFLUENT WATER

EWT ENTERING WATER TEMPERATURE

EX EXHAUST

FFP FUEL FILTER/POLISHER

FFPR FUEL OIL POLISHER RETURN

FFPS FUEL OIL POLISHER SUPPLY

FLR FLOOR

FO FUEL OIL

FOF FUEL OIL FILL

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FORF FUEL OIL REMOTE FILL

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FT FEET

GC GENERAL CONTRACTOR

GF GLYCOL FEED

GL GLYCOL LOOP

GLS HEATING HOT WATER SUPPLY

GLR HEATING HOT WATER RETURN

GP GLYCOL PUMP

GPM GALLONS PER MINUTE

GV GAS VENT

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

HP HORSEPOWER OR HIGH PRESSURE

HR HOUR

HTG HEATING

HV HEATING AND VENTILATING

HX HEAT EXCHANGER

ID INSIDE DIAMETER

IN INCHES

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LB POUND

LF LINEAR FEET

LPC LOW PRESSURE CONDENSATE

LPG LOW PRESSURE GAS

LPS LOW PRESSURE STEAM

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSANDS OF BTU PER HOUR

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MTR MOTOR

MUW MAKE-UP WATER

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAL OVERALL LENGTH

OAW OVERALL WIDTH

OD OUTSIDE DIAMETER

PC PUMPED CONDENSATE

PD PUMPED DRAIN

PG PROPANE GAS

PHC PREHEAT COIL

PNEU PNEUMATIC

PP PROCESS PUMP

PPC PRESSURE POWERED PUMP

PRES PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PTB PRELIMINARY TREATMENT BUILDING

PW PLANT WATER

RPM ROTATIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

S STEAM

SAN SANITARY

SG SLUDGE GAS

SRV SAFETY RELIEF VALVE

STB SLUDGE THICKENER BUILING

SW SERVICE WATER

T OR TK TANK

TEMP TEMPORARY OR TEMPERATURE

THRU THROUGH

TYP TYPICAL

UH UNIT HEATER

UST UNDERGROUND STORAGE TANK

V VENT

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DEVICE

VTR VENT TO ROOF

W/ WITH

W/OUT WITHOUT

EXISTING

NEW WORK

REMOVALS

BREAK LINE (SINGLE LINE)

BREAK LINE (DOUBLE LINE DUCT/PIPE)

POINT OF CONNECTION

POINT OF DISCONNECT

KEYNOTE

EQUIPMENT, FIXTURE, OR AIR DEVICE TAG

SECTION MARKER

THERMOSTAT

CO2 SENSOR

PIPE/DUCT DOWN

PIPE/DUCT UP

PIPE TEE DN

PIPE TEE UP

PIPE PITCHING IN DIRECTION OF ARROW

REDUCER OR EXPANSION

AIRFLOW

DIRECTION OF FLOW

AUTOMATIC TWO-WAY CONTROL VALVE

AUTOMATIC THREE-WAY CONTROL VALVE

CHECK VALVE

GLOBE VALVE

BALL VALVE

BALANCING VALVE

BUTTERFLY VAVE

PIPE CAP

UNION

PRESSURE RELIEF OR SAFETY VALVE

SOLENOID VALVE

AIR VENT

PRESSURE GAUGE

THERMOMETER

THERMOWELL (FOR THERMOSTATIC CONTROLLER)

STEAM TRAP ASSEMBLY

"Y" STRAINER

"Y" STRAINER W/ BLOWDOWN VALVE&HOSE BIBB

PIPE ANCHOR

VALVE - SEE SPECIFICATIONS FOR TYPE AND SERVICE

X

T

SECTION NUMBER

DRAWING NUMBER

S

A

T

C

BLIND FLANGE

EXPANSION JOINT WITH CONTROL RODS

3/4" THREADED HOSE CONNECTION

THERMALCOUPLE/TEMPERATURE TRANSDUCER

FLOW SWITCH

METER

NORTH ARROW

PROJECT NORTH ARROW

TT

FS

M

1. ALL WORK SHALL BE COORDINATED AND EXECUTED PER THE PHASING

PLAN IDENTIFIED ON GENERAL CONTRACT DRAWINGS.

2. COORDINATE WITH THE OWNER'S PROJECT MANAGER BEFORE REMOVING

DEMOLISHED EQUIPMENT/PIPING FROM THE SITE. ANY EQUIPMENT/PIPING

NOT WANTED BY THE OWNER SHALL BE PROMPTLY REMOVED AND

DISPOSED OF IN ACCORDANCE WITH PENNSYLVANIA STATE

REQUIREMENTS.

3. WORK IN CERTAIN AREAS OF THE BUILDING MUST BE PERFORMED ON

SECOND, THIRD, OR WEEKEND SHIFTS. COORDINATE WITH ENGINEER OR

OWNER'S PROJECT MANAGER. THE CONTRACTOR SHALL INCLUDE ALL

SHIFT DIFFERENTIAL LABOR COSTS.

4. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, INCIDENTALS, METHODS,

AND SERVICES REQUIRED TO INSTALL ALL WORK INDICATED COMPLETELY

AND IN FULL OPERATION AND TO SUIT OWNER'S AND ENGINEER'S

REQUIREMENTS.

5. VERIFY ALL FIELD CONDITIONS, ACCESS WAYS, DIMENSIONS, AND DETAILS

IN THE FIELD PRIOR PRIOR TO FABRICATION.

6. ALL WORK SHALL BE IN CONFORMANCE WITH ALL APPLICABLE LAWS,

CODES, AND REGULATIONS ADOPTED BY MUNICIPAL, COUNTY, STATE, AND

FEDERAL AUTHORITIES, INSURANCE AGENCIES, AND OTHER AUTHORITIES

HAVING JURISDICTION OVER THE WORK.

7. APPLY FOR, SECURE, AND PAY FOR ALL PERMITS AND/OR CERTIFICATES

OF INSPECTION REQUIRED IN THE PERFORMANCE OF THE WORK BY THE

AUTHORITIES HAVING JURISDICTION.

8. ANY DEFECTS IN WORKMANSHIP, MATERIALS, MALFUNCTION OF

EQUIPMENT, OR UNSATISFACTORY PERFORMANCE, AND ALL OTHER WORK

OR PARTS OF THE BUILDING DAMAGED THEREBY SHALL BE REPAIRED,

REPLACED, OR OTHERWISE REMEDIED WITHOUT EXPENSE TO THE OWNER.

SUCH REPAIRS OR REPLACEMENTS SHALL BE MADE IN A TIMELY MANNER

AND AT THE CONVENIENCE OF THE OWNER.

9. IN ADDITION TO SPECIFICS AS MAY BE DEFINED HEREINAFTER, THE

CONTRACTOR SHALL PROTECT THE WORK SITE AND ALL HIS/HER WORK

AGAINST DAMAGE FROM ANY SOURCE UNTIL FINAL COMPLETION AND

ACCEPTANCE BY THE OWNER.

10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND

MATERIAL BEING USED IN THE COURSE OF THE WORK, PURCHASE OF OR

INSTALLATION OF MATERIALS OR SYSTEM PARTS SHALL NOT PROCEED

UNTIL REVIEWED AND APPROVED SHOP DRAWINGS ARE RETURNED TO

THE SUBMITTING CONTRACTOR, SUBMIT SHEET METAL AND PIPING

LAYOUT DRAWINGS FOR REVIEW. INCLUDE ALL SIZES, DIMENSIONS, AND

LOCATIONS ON DRAWINGS.

11. CONTRACTOR SHALL COMPLETE ALL CUTTING AND PATCHING REQUIRED

FOR THE INSTALLATION OF THE WORK. CUTTING AND PATCHING SHALL BE

COMPLETED IN A NEAT AND WORKMAN LIKE MANNER. PATCHING

MATERIALS SHALL MATCH EXISTING MATERIALS TO THE GREATEST EXTENT

POSSIBLE. PROVIDE TOUCH UP PAINT TO MATCH THE EXISTING

SURROUNDING AREAS OF CUTTING AND PATCHING WORK. PIPING

PENETRATIONS TO WALL AND ROOF SHALL BE CORE DRILLED WITH A

DIAMOND BIT CORE DRILLING MACHINE. ALL PENETRATIONS SHALL BE

FIRESTOPPED TO SATISFY THE BUILDING CODE AND DETAILS PER

UNDERWRITERS LABORATORIES LATEST FIRE RESISTANCE DIRECTORY.

FIRE RESISTANCE MATERIAL MANUFACTURERS DETAILS SHALL BE

APPROVED BY THE AHJ.

12. CONTRACTOR SHALL REMOVE AND REPLACE ALL CEILINGS AS REQUIRED

FOR THE INSTALLATION WORK.

13. MAINTENANCE: THE CONTRACTOR SHALL PROVIDE SKILLED COMPETENT

WORKERS WHO ARE AUTHORIZED BY THE MANUFACTURER TO MAINTAIN

AND SERVICE THE EQUIPMENT DURING THE 12-MONTH WARRANTY PERIOD,

INCLUDING REQUIRED WARRANTY MAINTENANCE AND ALL OTHER ROUTINE

MAINTENANCE, REPAIRS, CLEANING, AND TESTING WHICH NORMALLY

SHOULD BE PERFORMED BY A PRUDENT OWNER.

14. WHERE PIPING, SHEET METAL, AND EQUIPMENT IS BEING REMOVED,

REMOVE ALL EQUIPMENT SUPPORTS, HANGERS, ANCHORS, THREADED

RODS, ETC. PATCH ALL HOLES TO MATCH EXISTING WALL CONSTRUCTION

AND FINISHES.

15. THE WORD "PROVIDE" SHALL MEAN TO "FURNISH AND INSTALL".

16. THE USE OF EXISTING BUILDING CRANES MAY BE PERMITTED. THE

CONTRACTOR SHALL FURNISH CERTIFICATION FROM THE AUTHORITY

HAVING JURISDICTION FOR ANY CRANE USED PRIOR TO AND AFTER USE.

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD BEFORE STARTING WORK.

2. EQUIPMENT DIMENSIONAL INFORMATION IS PRESENTED FOR

REFERENCE ONLY. DIMENSIONS MAY VARY ACCORDING TO THE

EQUIPMENT MANUFACTURER SELECTED AND FIELD VARIATIONS.

3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE

SCALED DIMENSIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ANY

DIMENSIONAL VARIATIONS BETWEEN THESE CONSTRUCTION

DOCUMENTS AND THE AS-DELIVERED EQUIPMENT.

5. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM AND

COORDINATE JOBSITE DIMENSIONS THAT AFFECT THE ERECTION

OR OPERATION OF SYSTEMS, AS INTENDED BY THESE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL ENSURE INSTALLED

EQUIPMENT MAINTAINS ADEQUATE CLEARANCES FOR

OPERATIONAL ACCESS AND SERVICE, AND HE SHALL MAINTAIN

ANY CLEARANCES REQUIRED BY ALL APPLICABLE CODES.

6. THE CONTRACTOR SHALL INFORM THE OWNER/ENGINEER OF ANY

DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND

FIELD CONDITIONS THAT AFFECT THE WORK DESCRIBED HEREIN.

7. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS

WHICH DISAGREES OR CONFLICTS WITH THE DRAWINGS OF

SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK AND

NOTIFY THE ENGINEER. IF THE CONTRACTOR SHALL FAILS TO

FOLLOW THIS PROCEDURE AND CONTINUES WITH THE WORK, HE

SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING

THEREOF.

8. THESE CONTRACT DOCUMENTS ARE INTENDED TO INDICATE THE

WORK NEEDED TO PROVIDE A COMPLETE AND

READY-FOR-OPERATION INSTALLATION. THESE DOCUMENT ARE

INTENDED TO GUIDE THE CONTRACTOR. THESE DOCUMENTS ARE

NOT INTENDED TO SHOW EVERY DETAIL OF THE EXISTING

CONDITIONS OR NEW INSTALLATIONS, NOR DO THEY DESCRIBE

EVERY FITTING REQUIRED FOR THE INSTALLATION OF THE WORK.

9. "PROVIDE" SHALL MEAN "FURNISH AND INSTALL" AND SHALL

INCLUDE ALL EQUIPMENT, DEVICES, HARDWARE, MOUNTS, LABOR,

RIGGING, SUBCONTRACTS, ETC. THAT RESULT IN A COMPLETE,

FUNCTIONAL, AND WARRANTED JOB.

10. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT,

ACCESSORIES, SUPPORTS, FITTINGS, AND ALL OTHER INCIDENTAL

MATERIAL NEEDED FOR THE COMPLETE AND OPERATING

INSTALLATION, MINOR ITEMS TO FINISH THE WORK SUCH AS

PATCHING, BLOCKING, TRIM, TOUCH-UP PAINT, ETC. SHALL BE

PROVIDED WHETHER OR NOT INDICATED IN THE CONTRACT

DOCUMENTS.

11. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS

REQUIRED TO ASSEMBLE LOOSE EQUIPMENT AND PARTS AS

SHIPPED BY THE EQUIPMENT MANUFACTURES FOR ALL

OWNER-FURNISHED EQUIPMENT.

12. WITH THE SUBMISSION OF A PROPOSAL, THE CONTRACTOR

INDICATES THAT HE IS FULLY AWARE OF THE EXTENT, CHARACTER

AND INTENT OF THE WORK TO BE ACCOMPLISHED BY THIS

PROJECT. ALL CLARIFICATIONS SHALL BE RESOLVED BEFORE

SUBMITTING THE PROPOSAL. NO CONSIDERATION WILL BE

GRANTED FOR ANY MISUNDERSTANDING OF THE MATERIAL OR

EQUIPMENT TO BE FURNISHED OF WORK TO BE PERFORMED

AFTER THE CONTRACT IS EXECUTED.

13. THE CONTRACTOR SHALL GIVE NOTICES, OBTAIN PERMITS, PAY

ALL FEES AND COMPLY WITH ALL LAWS RULES AND REGULATIONS

APPLICABLE TO THE WORK.

14. THE CONTRACTOR SHALL USE SHOP SUBMITTAL FOR FINAL

COORDINATION OF THIS WORK.

15. THE CONTRACTOR SHALL SUBMIT EQUIPMENT INFORMATION, SHOP

DRAWINGS AND CONSTRUCTION SCHEDULE TO THE OWNER FOR

APPROVAL BEFORE STARTING ANY WORK OR PURCHASING ANY

EQUIPMENT.

16. ALL MATERIALS PROVIDED SHALL BE NEW AND FREE FROM ANY

DEFECT. SALVAGE OR REBUILT EQUIPMENT SHALL NOT BE

PERMITTED.

17. ALL MATERIALS, PIPING ETC., SHALL BE PROVIDED IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, AND ALL

LOCAL AND NATIONALLY RECOGNIZED STANDARDS, SUCH AS NFPA,

NEC, ASTM, UL, ECT. AS EXAMPLES.

18. CONTRACTOR SHALL ENSURE COORDINATION SO THAT ONCE THE

PROJECT IS STARTED, IT SHALL CONTINUE WITHOUT DELAY UNTIL

COMPLETION

19. THE CONTRACTOR IS RESPONSIBLE FOR THE WORK OF ALL HIS

SUBCONTRACTORS, THEIR CONFORMANCE TO THESE CONTRACT

DOCUMENTS, AND COORDINATION AMONG SUBCONTRACTORS AND

TRADES.

20. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK

OF OTHER CONTRACTORS AND THE OWNER'S REPRESENTATIVES.

22. THE CONTRACTOR SHALL PROVIDE NOTIFICATION AND

OPPORTUNITY FOR INSPECTION TO THE OWNER BEFORE

CLOSING UP ANY WORK, EQUIPMENT, OR PIPING SYSTEM.

23. THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTS

IN THE PRESENCE OF THE OWNER OR OWNER'S

REPRESENTATIVE.

24. THE CONTRACTORS SHALL MAINTAIN THE WORK AREA IN A

STATE FREE FROM HAZARDS. THE CONTRACTOR SHALL TAKE

ALL NECESSARY PRECAUTIONS, FOLLOW SAFE WORKING

PRACTICES, AND MAINTAIN THE SITE AND ADJACENT AREAS

SAFE FOR WORKERS, INSPECTORS, AND FACILITY

EMPLOYEES AND RESIDENTS.

25. SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

26. WHILE THE OWNERS REPRESENTATIVE MAY NOT BE FAMILIAR

WITH CONSTRUCTION SITE SAFETY REQUIREMENTS, MEETING

SITE SAFETY AND OSHA REQUIREMENTS IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. THE OWNER'S

REPRESENTATIVE RESERVES THE RIGHT TO RETAIN A THIRD

PARTY CONSULTANT IF HE OBSERVES PRACTICES THAT

APPEAR UNSAFE.

27. IF THE OWNER'S REPRESENTATIVE DEEMS THAT ANY UNSAFE

CONDITIONS EXISTS, THE OWNER HAS THE RIGHT TO STOP

ALL WORK.

28. THE OWNER REQUIRES ACCESS TO AND AROUND AREAS OF

THE SITE IMMEDIATELY ADJACENT TO AREA OF THE WORK.

ALL WORK MUST BE CONDUCTED IN A MANNER TO MINIMIZE

DISRUPTION OF NORMAL FACILITY OPERATIONS.

29. SAFE AND DIRECT ENTRANCE TO AND FROM THE SITE SHALL

BE MAINTAINED AT ALL TIMES WHILE CONSTRUCTION IS IN

PROGRESS.

30. ALL MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY

THE OWNER. THE OWNER SHALL NOT BE RESPONSIBLE FOR

ANY OF THE CONTRACTOR'S SHIPPING DELIVERY OR

SECURITY ISSUES RELATED TO MATERIAL, EQUIPMENT, OR

TOOL STORAGE.

31. THE CONTRACTOR SHALL LEAVE THE SITE IN A NEAT,

ORDERLY AND SAFE CONDITION AT THE END OF EACH WORK

DAY. THE SITE AND BUILDING SHALL BE MADE AS SECURE AS

POSSIBLE SO AS TO PREVENT UNAUTHORIZED ENTRY AND

ACTIVITY. ATTENTION SHALL BE GIVEN TO WEATHER

PROTECTION, INCLUDING UNCONDITIONED AIR INFILTRATION

DURING THE CONSTRUCTION PERIOD.

32. ALL DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED,

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE REMOVED FROM THE SITE.

33. DISPOSAL OF ALL MATERIALS SHALL BE DONE BY THE

CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL

REQUIREMENTS. THE CONTRACTOR SHALL MAINTAIN THE

RECORDS OF PROPER DISPOSAL, WHICH MAY BE SUBMITTED

TO THE OWNER'S REPRESENTATIVE IF HE SO REQUESTS.

34. THE OWNER SHALL HAVE THE RIGHT AT ALL TIMES TO

EXAMINE THE WORK AND DETERMINE THE CONFORMANCE

WITH THE REQUIREMENTS AND INTENT OF THE CONTRACT

DOCUMENTS.

35. THE CONTRACTOR SHALL COMPLETE ALL WORK WITH

MINIMAL DISRUPTION OF THE FACILITY'S UTILITIES AND

OPERATIONS. ANY WORK REQUIRING A SHUTDOWN OF GAS,

ELECTRIC, STEAM OR HOT WATER UTILITIES SHALL BE

SCHEDULED AND NOTED ON THE CONTRACTORS TWO-WEEK

LOOK AHEAD SCHEDULE IN ADVANCE ALL OUTAGES SHALL BE

COORDINATED WITH THE FACILITY.

36. THE FACILITY OPERATES THROUGHOUT THE ENTIRE YEAR.

ALL SHUTDOWNS THAT REQUIRE THE LOSS OF UTILITIES TO

THE FACILITY SHALL BE LIMITED TO PERIODS & DURATIONS

AS SPECIFIED BY THE FACILITY. THE CONTRACTOR'S BID

SHALL ANTICIPATE AND INCLUDE THE NECESSARY

WEEKEND/MIDNIGHT PREMIUM TIME TO ACCOMPLISH ALL

SHUTDOWN WORK WITHIN THE LIMITATION OF MAINTAINING

CONTINUOUS SERVICE TO THE FACILITY.

37. ANY WORK SCHEDULING PROBLEMS CAUSED BY SHUTDOWN

RESTRICTIONS BY THE FACILITY SHALL NOT BE CAUSE FOR

CLAIM OR DELAY BY THE CONTRACTOR.

38. ALL WORK SHALL CONFORM TO PHILADELPHIA BUILDING

CONSTRUCTION CODE, THE PHILADELPHIA ENERGY

CONSERVATION CONSTRUCTION CODE, OSHA 29 CFR 1926

CONSTRUCTION, AND ALL LOCAL CODES, RULES,

REGULATIONS AND ZONING LAWS.

GENERAL NOTES MECHANICAL NOTES SYMBOLS ABBREVIATIONSSYMBOLS (CONT.)

MECHANICAL NOTES, SYMBOLS, AND

ABBREVIATIONS

M-001

AS NOTED

RPD

JCH

-0

3- M

-0

XXX

XXXXX

INV EL 97'-9"

(4) 2-1/2" FOS PIPING TO BE REMOVED (1 PER TANK)

(4) 2" FOR PIPING TO BE

REMOVED (1 PER TANK)

INV EL 97'-0"

DM-200

(4) EXISTING FUEL OIL

STORAGE TANKS TO

BE REMOVED

FUEL OIL FILL TO

BE REMOVED

REMOVE TANK

LEVEL CONDUITS

REMOVE ALL FOR AND FOS

PIPING TO THE ELBOW UP

TO THE BOILER ROOM

2" FOS & FOR UP

(4) 1-1/4" TANK LEVEL

CONDUITS TO BE

REMOVED (1 PER TANK)

REMOVE ALL FOS AND

FOR PIPING TO/FROM

FUEL PUMPS

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

SCALE:1"=20'-0"

0 20'20' 10'

DM-100

OVERALL MECHANICAL BASEMENT REMOVALS PLAN

1" = 20'

NOTES:

1. REFER TO DWG M-001 FOR GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS.

2. REFER TO SPECIFICATIONS AND CIVIL DRAWINGS FOR FUEL OIL

TANK AND PIPE REMOVAL REQUIREMENTS.

KEYNOTES:

1. DISCONNECT 2" FOR AND 2" FOS PIPING AT ELBOWS. PIPING

UP TO FIRST FLOOR BOILER ROOM TO REMAIN.

2. MC SHALL REMOVE EXISTING FUEL OIL SUPPLY AND RETURN

PIPING, EXPANSION JOINTS, ANCHORS, FITTINGS AND VALVES

AS SHOWN.

3. REMOVE TANKS PER SPECIFICATION 02650 "STORAGE TANK

REMOVAL".

OVERALL BASEMENT MECHANICAL PLAN -

REMOVALS

DM-100

AS NOTED

RPD

JCH

-0

3- D

M -1

N

XX

REMOVE FUEL OIL

PUMPS 3/1 AND 3/2

(E) TANK LEVEL INDICATOR

1-1/4" TANK LEVEL

INDICATOR CONDUITS

(INV EL 96'-0") TO BE

REMOVED

2" FOR (CL EL 97'-3")

TO BE REMOVED

2" FOS (CL EL 97'-3")

TO BE REMOVED

2" FOR CL EL 92'-0"

2" FOS CL EL 91'-6"

FLOOR

EL 87'-6"

2" FOS & FOR CL

(EL 98'-1") TO BE

REMOVED

C

B

AA

C

B

AA

EXISTING FUEL OIL TANKS

TO BE DEMOLISHED

EXISTING GRADE

EL 102'-0" ±

EAGLE CREEK

EL 90'-0" ±

EL 98'-6"

CL OF TANKS

E13+36.84

EXISTING CONCRETE

TIE DOWN PAD TO BE

DEMOLISHED

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

DM-200

FUEL PUMP ROOM - BASEMENT - REMOVALS PLAN

1/4" = 1'-0"

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

0 4'4' 2'

NOTES:

1. REFER TO DWG M-001 FOR GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS.

2. REFER TO SPECIFICATIONS AND CIVIL DRAWINGS FOR FUEL OIL

TANK, EQUIPMENT AND PIPE REMOVAL REQUIREMENTS.

KEYNOTES:

1. MC SHALL REMOVE EXISTING FUEL OIL PUMPS, SUPPLY AND

RETURN PIPING, EXPANSION JOINTS, ANCHORS, FITTINGS AND

VALVES, AND ALL ASSOCIATED APPURTENANCES TO POINTS

INDICATED.

DM-200

FUEL TANK DEMOLITION SECTION

1/8" = 1'-0"

MECHANICAL REMOVALS - ENLARGED PLANS

AND SECTIONS

DM-200

AS NOTED

RPD

JCH

-0

3- D

M -2

M-201

M-201

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

SCALE:1"=20'-0"

0 20'20' 10'

OVERALL FIRST FLOOR MECHANICAL PLAN -

INSTALLATION

M-100

AS NOTED

RPD

JCH

-0

3- M

-1

M-100

OVERALL MECHANICAL LOCATION PLAN

1" = 20'

2" FOS & FOR

UP TO GRADE

2" FOS & FOR UP

2" FOS & FOR

M-201

M-200

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

M-101

OVERALL MECHANICAL BASEMENT INSTALLATION PLAN

1" = 20'

NOTES:

1. REFER TO DWG M-001 FOR GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS.

OVERALL BASEMENT MECHANICAL PLAN -

INSTALLATION

M-101

AS NOTED

RPD

JCH

-0

3- M

-1

KEYNOTES:

1. CONNECT NEW 2" FOR AND 2" FOS TO EXISTING 2" FOS & FOR

PIPING UP TO BOILER ROOM AT ELBOWS AT BASE OF RISER.

2. (4) PIPES FOR 12,000 GALLON TANK. SEE DWG M-201 FOR

CONTINUATION.

M

K

J

L

M

K

J

L

M

K

J

L

1 2 31 2 31 2 3

FOP

1A&1B

(2) 2" FOS &

(2) 2" FOR

2" FOS & FOR

TO BOILERS

2" FOS

2" FOR

NEW EQUIPMENT PAD FOR FUEL

PUMPS - SEE STRUCTURAL

DETAIL 3/S-400

(E) FAN

(E) HW

TANK

SELECTOR

VALVE

CONTROL

PANEL

UTILITY TUNNEL

TRANSITION FROM DOUBLE

WALL PIPE TO SINGLE WALL

INSIDE BUILDING (TYP)

2" FOS

DUPLEX PUMP

CONTROL PANEL

(2) 2" FOS & (2) 2" FOR

BELOW GRADE TO

FUEL TANKS

LEAK SENSOR

(TYP FOR 4).

SEE DETAIL 3/M-600.

M-200

(E) SLUDGE GAS

(E) WATER

(E) PRIMARY

SLUDGE

(E) HWS&R

2" FOS & FOR

TO FUEL OIL PUMPS

4 2" FOS & FOR

FROM FUEL TANKS

LEAK SENSOR

(TYP FOR 4).

SEE DETAIL 3/M-600.

UTILITY TUNNEL

5/07/2025

SHEET OF

JOB NO.

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

PROJECT TITLE:

REV DATE DESCRIPTION BY CK'D AP'D

DRAWING NUMBER:

DRAWING TITLE:

0 5/07/2025 ISSUED FOR BID

PWD SOUTHWEST WATER

POLLUTION CONTROL PLANT

FUEL TANK REPLACEMENT

PWD WORK #73105

2024-0033

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

0 4'4' 2'

M-200

NEW FUEL PUMP LOCATION - BASEMENT INSTALLATION PLAN

1/4" = 1'-0"

NOTES:

1. REFER TO DWG M-001 FOR GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS.

2. SEE M-600 FOR EQUIPMENT SCHEDULES.

KEYNOTES:

1. MC SHALL FURNISH AND INSTALL DUPLEX FUEL OIL PUMP SET AND

ASSOCIATED EQUIPMENT PAD WITH 3" CONTAINMENT PAN & LEAK

DETECTION SENSOR.

2. MC SHALL FURNISH AND INSTALL DUPLEX FUEL OIL PUMP SET

CONTROL PANEL.

3. MC SHALL FURNISH AND INSTALL COMPLETE EPA COMPLIANT

FUEL OIL STORAGE TANK LEVEL GAUGING SYSTEM WITH

SECONDARY CONTAINMENT LEAK DETECTION. SYSTEM SHALL BE

EQUAL TO PNEUMERCATOR MODEL TMS-4000 COMPLETE WITH

MAGNETO RESTRICTIVE LEVEL PROBES, SECONDARY

CONTAINMENT LEAK SENSORS AND REMOTE ALARMS.

4. ENTER PIPE TUNNEL +/- 8" BELOW TOP OF TUNNEL, ABOVE

EXISTING SLUDGE PIPES. PROVIDE "LINK SEAL" AND DOUBLE WALL

PIPE END SEAL. SEE DETAILS 1/M-600 AND 2/M-600.

5. LOCATE EXISTING UNDERGROUND UTILITIES WITH GPR PRIOR TO

TRENCHING.

6. CORE INTERIOR REINFORCED CONCRETE WALLS FOR NEW PIPE

PENETRATIONS, IN VICINITY OF EXISTING PENETRATIONS. SCAN

WALL WITH GPR TO LOCATE WALL REINFORCING PRIOR TO

CORING; LOCATE NEW PENETRATIONS TO AVOID EXISTING REBAR.

MECHANICAL INSTALLATIONS - ENLARGED

PLANS

M-200

AS NOTED

RPD

JCH

-0

3- M

-2

FO

R

C O

N

TI

N U

A

TI

O N

R E

FE

R

TO

D

R A

W

IN

G M

-2

FO

R

C O

N

TI

N U

A

TI

O N

R E

FE

R

TO

D

R A

W

IN

G M

-1

N

M-200

SECTION AT PIPE TUNNEL

3/8" = 1'-0"

FOR SIDEWALKS

SEE CIVIL DWGS

(2) 12,000 GALLON FUEL

OIL STORAGE TANKS

3" FOF UP FROM FILL BOX W/

BALL VALVE & CHECK VALVE

STAIR, CATWALK, AND

ASSOCIATED SUPPORTS

BY TANK MFR

AST

AST

(4) 2" FOS & FOR BELOW

GRADE TO STB BASEMENT

(4) 2" FOS & FOR DN

THRU TANK PAD 2

SEE STRUCTURAL DWGS

FOR TANK PAD DETAILS

3" FOF;

BOP EL 1'-101

2"

3" FOF;

BOP EL 2'-61

2"

3" FOF; BOP EL 1'-101

2"

3" FOF; BOP EL 2'-61

2"

3" 3-WAY

DRAINS

3" FOF;

BOP EL 11'-5"

4" TANK FILL

(TYP. 2)

2" FOS;

BOP EL 10'-11"

2" FOS;

BOP EL 11'-51

2"

2" FOS;

BOP EL 10'-11"

2" FOS;

BOP EL 11'-51

2"

2" BALL

VALVE

3" BALL

VALVE

2" FOR;

BOP EL 11'-51

2"

2" FOR;

BOP EL 10'-11"

2" FOR;

BOP EL 11'-51

2"

2" FOR;

BOP EL 10'-11"FUEL RETURN

FROM PLANT

FUEL RETURN

FROM PLANT

FUEL SUPPLY

TO PLANT

FUEL SUPPLY

TO PLANT

M-201

M-201

FORF

FORF

FOR SIDEWALKS

SEE CIVIL DWGS

(2) 12,000 GALLON FUEL

OIL STORAGE TANKS

SEE STRUCTURAL DWGS

FOR TANK PAD DETAILS

AST

AST

(2) 1" 3-WAY VALVES

FFPR @ 1'-41

4"; FFPS @ 10"

(2) 1" 3-WAY DRAINS

FFPR @ 1'-41

4"; FFPS @ 10"

(2) 1" BALL VALVES

FFPR @ 3'-8"; FFPS @ 2'-4"

1" FFPS; BOP EL 10"

1" FFPR; BOP EL 1'-41

4"

1" FFPS; BOP EL 10"

1" FFPR; BOP EL 1'-41

4"

1" FFPR;

BOP EL 11'-6"

1" FFPR;

BOP EL 11'-6"

1" FFPS; BOP EL 10"

1" FFPS; BOP EL 10"

1" FFPS;

BOP EL 11'-6"

1" FFPS;

BOP EL 11'-6"

1" BALL

VALVE

FUEL FEED

TO POLISHER

FUEL RETURN

FROM POLISHER

FUEL RETURN

FROM POLISHER

M-201

M-201

FFP

STAIR, CATWALK, AND

ASSOCIATED SUPPORTS

BY TANK MFR

SECONDARY

TANK VENT

MANWAY

PRIMARY

TANK VENT

FUEL…