CITY OF HOT SPRINGS - PKG Contracting, Inc.€¦ · in fall river county, south dakota city of hot...

INDEX OF DRAWINGS

City of Hot Springs

Project Contact - Tracy Bastian

Phone: 1-605-745-6013

Emergency

Phone: 911

AE2S Project No. 05263-2015-000 APRIL 2017

P R O J E C T D R A W I N G S

CERTIFICATION

Advanced Engineering and

Environmental Services, Inc.

CIVIL ENGINEER

ENGINEERING TEAM



CIVIL ENGINEER

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COV

ER

PLANS

FOR THE PROPOSED

SLUDGE PRESS EQUIPMENT INSTALLATION

FOR THE CITY OF HOT SPRINGS

IN FALL RIVER COUNTY, SOUTH DAKOTA

CITY OF HOT SPRINGS CONTACT INFO

STATE OF SOUTH DAKOTA

FALL RIVER COUNTY

UNIVERSITY AVE

Advanced Engineering and Environmental Services, Inc.

1560 Concourse Drive Rapid City, SD 57703(t) 605-341-7800 (f) 605-341-7864 www.ae2s.com

HOT SPRINGS

WASTEWATER

TREATMENT

FACILITY

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PROCESS ENGINEER



ELECTRICAL ENGINEER



I&C ENGINEER

Wentz Associates

MECHANICAL ENGINEER

G1 COVER

P1 PROCESS NOTES AND SYMBOLS

P2 PROCESS FLOW SCHEMATIC

P3 SLUDGE LOADING HYDRAULIC PROFILE

P5 SLUDGE LOADING GROUND FLOOR PLAN

SLUDGE LOADING SECTIONSP6 - P7

P4 MAIN TREATMENT BUILDING FLOOR PLAN

DIGESTER BUILDING FLOOR PLANP8

DIGESTER BUILDING SECTIONP9

DIGESTER BUILDING SECTION PHOTOSP10

C1 CIVIL SYMBOLS AND ABBREVIATIONS

C2 GENERAL NOTES

C3 SITE PLAN

PROCESS STANDARD DETAILSP11 - P13

C4 ENLARGED SITE PLAN

S1 GENERAL NOTES

S2 PLANS

S3 SECTIONS

S4 DETAILS

SLUDGE LOADING ROOM MECHANICAL PLANM1

MECHANICAL DETAILS AND

EQUIPMENT SCHEDULE

M2

E1 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E2 OVERALL FLOOR PLAN

E3 ENLARGED MAIN TREATMENT AND

DIGESTER BUILDING FLOOR PLAN

E4 SLUDGE LOADING AREA FLOOR PLAN

E5 SLUDGE LOADING AREA LGP AND HVAC PLAN

E6 MAIN TREATMENT BUILDING SECTIONS

E7

E8

E9

E10

MAIN TREATMENT AND DIGESTER

BUILDING IMAGES

POLYMER FEED SYSTEM AND SCREW

PRESS ONE-LINE DIAGRAMS

SLUDGE DEWATERING ONE-LINE DIAGRAM

VARIOUS SCHEMATICS

E11 VARIOUS SCHEDULES AND DETAILS

E12 - E13 CABLE AND CONDUIT SCHEDULE

HOLLAND

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DRAWING SYMBOLS LEGEND

1680 1680H

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DETAIL TITLE

SCALE: NONE

SECTION TITLE

REFERENCE

DRAWING, SECTION, AND DETAIL CONVENTIONS

AA

SECTION A-A

CIVIL ABBREVIATIONS

(OTHER ABBREVIATIONS MAY APPEAR ON DRAWINGS

ASSOCIATED WITH SPECIFIC WORK)

& - AND

@

- AT

ABS - ACRYLONITRILE BUTADIENE STYRENE

ACP - ASBESTOS CEMENT PIPE

ADDM. - ADDENDUM

ADJ. - ADJUSTABLE

AGGR. - AGGREGATE

ALT. - ALTERNATE

APPR - APPROACH

APPROX. - APPROXIMATE

AR MH - AIR RELEASE MANHOLE

ARV - AIR RELEASE VALVE

ASSY. - ASSEMBLY

ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS

AVE - AVENUE

BH - BORE HOLE

BITUM. - BITUMINOUS

BLV - BALL VALVE

B.O.

-

BY OTHERS

BOP - BEGINNING OF PROJECT

C&G - CURB AND GUTTER

CB - CATCH BASIN

C-C - CENTER TO CENTER

CDF - CONTROLLED DENSITY FILL

CF - CUBIC FEET

CIP - CAST IRON

CIP - CAST IRON PIPE

CL - CENTERLINE

CMP - CORRUGATED METAL PIPE

CO - CLEANOUT

CONC. - CONCRETE

CONSTR. - CONSTRUCTION

CSP - CORRUGATED STEEL PIPE

CSV - CURB STOP VALVE

CU - COPPER

CY - CUBIC YARD

DI - DUCTILE IRON

D OR DIA. - DIAMETER

DIP - DUCTILE IRON PIPE

DR - DRIVE

DRWY - DRIVEWAY

DWG. - DRAWING

E. - EAST

ELEC. - ELECTRICAL

ELEV. - ELEVATION

EOP - END OF PROJECT

EXIST. - EXISTING

FL - FLOW LINE

FM - FORCE MAIN

FRP - FIBERGLASS REINFORCED PLASTIC

FT. -

FOOT, FEET

G&S - GROOVE & SHOULDER

GALV. - GALVANIZED

GV - GATE VALVE

HDD - HORIZONTAL DIRECTIONAL DRILLING

HDPE - HIGH DENSITY POLYETHYLENE

HORIZ. - HORIZONTAL

HYD - HYDRANT

I.D. - INSIDE DIAMETER

INSUL. - INSULATION

INV. - INVERT

KGV - KNIFE GATE VALVE

BFV - BUTTERFLY VALVE

MAX. - MAXIMUM

MFG. - MANUFACTURER

MH - MANHOLE

MIN. - MINIMUM

MJ - MECHANICAL JOINT

N.- NORTH

NDDOT - NORTH DAKOTA DEPARTMENT OF TRANSPORTATION

NTS - NOT TO SCALE

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PC - POINT OF CURVATURE

P.C.C. - PORTLAND CEMENT CONCRETE

PE - PLAIN END

PI- POINT OF INTERSECTION

POT. - POTABLE

PRV - PRESSURE REDUCING VALVE

PSI -POUNDS PER SQUARE INCH

PT - POINT OF TANGENCY

P.T. - PRETREATMENT

PLV - PLUG VALVE

PVC - POLYVINYL CHLORIDE

RAD - RADIUS

RCCP - REINFORCED CONCRETE CYLINDER PIPE

RCP - REINFORCED CONCRETE PIPE

RDL - ROOF DRAIN LINE

RES - RESERVOIR

REQ'D-

REQUIRED

S.- SOUTH

SAN - SANITARY

SCH - SCHEDULE

SD - STORM DRAIN

SF -SQUARE FEET

SIM. - SIMILAR

SS - SANITARY SEWER

SSSL - SANITARY SEWER SERVICE LEAD

ST - STREET

STA - STATION

S.S - STAINLESS STEEL

SY -SQUARE YARD

T.O.C. - TOP OF CURB

TOC - TOP OF CASTING

T.O.P. - TOP OF PIPE

TYP. - TYPICAL

USACE - U.S. ARMY CORPS OF ENGINEERS

VCP - VITRIFIED CLAY PIPE

VERT. - VERTICAL

W. - WEST

W/- WITH

W/O - WITH OUT

WM - WATER MAIN

WRF - WATER RECLAMATION FACILITY

WSL - WATER SERVICE LEAD

WTF - WATER TREATMENT FACILITY

WTP - WATER TREATMENT PLANT

WWTF - WASTEWATER TREATMENT FACILITY

PL- PROPERTY LINE

RT. - RIGHT

R-O-W - RIGHT-OF-WAY

TP- TRAVERSE POINT

RW - RAW WATER

TPI - TRAVERSE POINT OF INTERSECTION

CI - CURB INLET

DEC - DECANT

VPC - VERTICAL POINT OF CURVATURE

VPI - VERTICAL POINT OF INTERSECTION

VPT - VERTICAL POINT OF TANGENCY

V.C. - VERTICAL CURVE

TEMP. - TEMPORARY

RJ - RESTRAINED JOINT

FL - FLANGED

RCES - REINFORCED CONCRETE END SECTION

LB. POUND

LF LINEAR FEET

MDU - MONTANA DAKOTA UTILITIES

BOA

-

BEGINNING OF ALIGNMENT

CONST/L - CONSTRUCTION LIMITS

CE/L - CONSTRUCTION EASEMENT LINE

DEF - DEFLECTION

EOA - END OF ALIGNMENT

EXT. - EXTENSION

FO - FIBER OPTIC

PE/L - PERMANENT EASEMENT LINE

POLY - POLYETHYLENE

RR - RAILROAD

SDR - STANDARD DIMENSION RATIO

TE/L - TEMPORARY EASEMENT LINE

LT.- LEFT

-

BNSF BURLINGTON NORTHERN SANTA FE

NO. - NUMBER

H.S. - HIGH SERVICE

BK - BACK

ND - NORTH DAKOTA

RWTM - RAW WATER TRANSMISSION MAIN

AB - ABANDONED

A.C.E. - ARMY CORPS OF ENGINEERS

HCW - HORIZONTAL COLLECTOR WELL

IN - INCH

C.V. - CUBIC VOLUME

V.V.

-

VALVE VAULT

-

COL - COLLECTION

-

CURB & GUTTER

FENCE

TOPOGRAPHIC LEGEND

EXISTING

ELECTRIC - BOX

ELECTRIC - UNDERGROUND CABLE

GAS - MAIN

TELEPHONE - PEDESTAL

TELEPHONE - UNDERGROUND CABLE

UTILITY POLE

EXISTING

WATER - GATE VALVE

WATER - FIRE HYDRANT

EXISTING

Ⅰ Ⅰ Ⅰ Ⅰ ⅠWATER - TRANSMISSION MAIN

WATER MAIN LEGEND

WATER - CASING PIPE

PROPOSED

TREE

BUILDING - EXISTING

TRAFFIC SIGN

STORM DRAIN - CULVERT W/O APRON

STORM DRAIN

UNDERGROUND SANITARY SEWER

EXISTING ROAD

SURFACE TYPE LEGEND

PROPOSED

WATER - CAP

1/16 SECTION LINE

BOUNDARY LEGEND

1/4 SECTION LINE

SECTION LINE

CONSTRUCTION EASEMENT LINE

PERMANENT EASEMENT LINE

PROPERTY LINE (APPROX.)

PE

CE/L

TRAIL

STORM DRAIN - CULVERT W/ APRON

UTILITY LEGEND

GRAVEL

WATER - SERVICE LINE

WATER - TAP LOCATION

WATER - SERVICE LEAD VALVE

TELEPHONE - FIBER OPTIC

POWER POLE

EXISTING EASEMENT LINE

LIGHT POLE

CONSTRUCTION LIMITSCONST/L

GUY WIRE

CONTOURS - INDEX

CONTOURS - INTERMEDIATE

TREE ROW

SANITARY MANHOLE

STORM MANHOLE

STORM INLET

CURB INLET

P/L

Ⅰ Ⅰ Ⅰ Ⅰ Ⅰ

SANITARY CLEANOUT

SANITARY CAP

EXISTINGPROPOSED

BITUMINOUS PAVEMENT

⋙ ⋙ ⋙ ⋙SANITARY SEWER FORCE MAIN CASED BORE

CONCRETE

EDGE OF WATER

UNDERGROUND SANITARY SEWER CASED BORE

EROSION PROTECTION

SILT FENCE

EROSION MAT

ELECTRIC - OVERHEAD CABLE

ELECTRIC - TRAFFIC SIGNAL CABLE

WATER - CASED BORE

SANITARY SEWER FORCE MAIN

UNDERGROUND SANITARY SEWER UNCASED BORE

> > >

⋙ ⋙

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Advanced Engineering and Environmental Services, Inc. l 1560 Concourse Dr Rapid City, SD 57703 l (t) 605-341-7800 (f) 605-341-7864 l www.ae2s.com

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HOLLAND

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EXCAVATION NOTES1. IF BORROW MATERIAL IS NECESSARY TO ACHIEVE FINISHED GRADES,

EARTHWORK CONTRACTOR SHALL OBTAIN BORROW FROM

CONTRACTOR FURNISHED OFF-SITE SOURCES.

2. EXCESS EXCAVATED MATERIAL SHALL BE UTILIZED ON SITE PER

DIRECTION OF THE ENGINEER. UNSUITABLE EXCAVATED MATERIAL

SHALL BE HAULED TO CONTRACTOR FURNISHED OFF-SITE DISPOSAL

AREA.

3. EXCAVATED TOPSOIL TO BE REPLACED. ALL EXCESS EXCAVATED

TOPSOIL TO BE STOCKPILED ON SITE IN LOCATION APPROVED BY

OWNER AND ENGINER.

4.CONTRACTOR SHALL FULL DEPTH SAW CUT ALL CONCRETE,

SIDEWALK AND PAVEMENT PRIOR TO REMOVAL.

GENERAL NOTES1. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY.

CONTRACTORS SHALL VERIFY SIZE, LOCATION, MATERIAL, AND

ELEVATION OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT

SHOWN ON THE DRAWINGS, AS NECESSARY TO ACCOMMODATE

PROPOSED CONSTRUCTION.

2. CONTRACTOR SHALL NOTIFY SOUTH DAKOTA ONE CALL 48 HOURS

(TWO WORKING DAYS, NOT INCLUDING HOLIDAYS OR WEEKENDS)

PRIOR TO ANY EXCAVATION ON SITE.

3. COORDINATION BY THE CONTRACTOR AND EXISTING UTILITIES SHALL

BE COMPLETED BEFORE CONSTRUCTION IS STARTED.

4. ANY CONFLICT IN UTILITY LOCATION SHALL BE BROUGHT IMMEDIATELY

TO THE ATTENTION OF THE ENGINEER.

5. UTILITY LOCATION AND PROTECTION: EACH CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND

UTILITIES WITHIN THEIR WORK AREA. THIS REQUIREMENT SHALL

APPLY TO CITY UTILITIES, PRIVATE UTILITIES, AND UTILITIES

CONSTRUCTED BY OTHER CONTRACTORS ON THIS PROJECT. ANY

DAMAGE TO UNDERGROUND UTILITIES CAUSED BY FAILURE TO

ADEQUATELY LOCATE AND/OR PROTECT UTILITIES SHALL BE

REPAIRED AT THE EXPENSE OF THE PARTY CAUSING THE DAMAGE TO

THE SATISFACTION OF THE UTILITY OWNER.

6. CONTRACTOR SHALL REMOVE AND REPLACE SURFACE FEATURES IN

KIND AS NECESSARY FOR THE WORK OF THEIR CONTRACT. ANY

DAMAGE TO ADJACENT PROPERTY DUE TO CONSTRUCTION ACTIVITY

SHALL ALSO BE REPAIRED TO THE SATISFACTION OF THE OWNER.

7. USE OF THE CONSTRUCTION SITE SHALL BE AS DIRECTED BY THE

OWNER, OWNER REPRESENTATIVE AND THE ENGINEER.

8.DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS ARE FOR

BIDDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFICATION PRIOR TO CONSTRUCTION.

9.ALL CONTOURS, ELEVATIONS AND COORDINATES FOR THE PROJECT

ARE BASED ON US STATE PLANE NAD 83, SOUTH DAKOTA NORTH

ZONE; VERTICAL DATUM NAVD 1988 (GEOID 09).

SITE TRAFFIC NOTES

1. CONTRACTOR SHALL FOLLOW THE MANUAL ON UNIFORM TRAFFIC

CONTROL (MUTCD) STANDARDS AND GUIDES FOR TRAFFIC CONTROL

FOR STREET AND HIGHWAY CONSTRUCTION.

2. CONTRACTOR SHALL FOLLOW THE SOUTH DAKOTA DEPARTMENT OF

TRANSPORTATION STANDARD DRAWINGS WHEN SETTING UP TRAFFIC

CONTROL DEVICES.

SITE COORDINATION NOTES

1. CONTRACTOR SHALL COORDINATE THE SUPPORT OF UTILITY

CROSSINGS AND/OR EXISTING UTILITY RELOCATIONS WITH UTILITY

COMPANY, TRAFFIC CONTROL ISSUES WITH THE OWNER, AND

MOBILITY ISSUES WITH OTHER CONSTRUCTION SITES IN THE AREA.

2. THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT OR

RELOCATION OF ANY UTILITIES AND STRUCTURES (UNDERGROUND,

SURFACE OR OVERHEAD) REQUIRED FOR CONTINUATION OF WORK IS

TO BE COORDINATED WITH THE OWNER OF EACH UTILITY BEFORE

CONSTRUCTION IS STARTED. CONTRACTOR IS RESPONSIBLE FOR

ALL RELATED COSTS.

3. CONTRACTOR SHALL COORDINATE THE OPERATION OF EXISTING

PIPELINES, VALVES, AND HYDRANTS WITH CITY PERSONNEL. GREAT

CARE MUST BE USED IN OPERATING VALVES AND HYDRANTS ON THE

EXISTING WATER SYSTEM. ANY DAMAGE CAUSED BY THE

CONTRACTOR WILL BE CORRECTED AND PAID FOR BY THE

CONTRACTOR.

4. CONTRACTOR SHALL COORDINATE WORK ON OR ADJACENT TO

SDDOT ROW, STURGIS, SD ROW OR PROPERTY WITH THE CITY. WORK

WITHIN THE SDDOT ROW OR CITY ROW SHALL BE PERFORMED IN

ACCORDANCE WITH THE SDDOT OR HOT SPRINGS CITY STANDARDS.

5. CONTRACTOR SHALL PROVIDE A TWO (2) WEEK NOTICE TO OWNER

AND ADJACENT PROPERTY OWNERS PRIOR TO BEGINNING ANY

CONSTRUCTION.

6. NOTIFY OWNER AT LEAST 48 HOURS IN ADVANCE OF TEMPORARY

DISRUPTION OF WATER OR SEWER SERVICE. OWNER MUST APPROVE

OF DISRUPTION PRIOR TO COMMENCEMNET.

7. CONTRACTOR SHALL COORDINATE LOCATION AND ELEVATION OF

BUILDING SERVICE WATER AND SANITARY SEWER CONNECTIONS

WITH BUILDING MECHANICAL.

SITE EARTHWORK NOTES

1. CONTRACTOR SHALL SALVAGE EXISTING TOPSOIL FROM THE ENTIRE

AREA OF EXCAVATION FOR REPLACEMENT DURING RESTORATION.

CONTRACTOR SHALL STOCKPILE MATERIAL AT A LOCATION

APPROVED BY THE OWNER.

2. EXCAVATED SOIL FOR BACKFILL SHALL BE PLACED IN AN AREA

COORDINATED WITH THE OWNER.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING OSHA

STANDARDS FOR EXCAVATIONS, TRENCHING, AND STRUCTURAL

MODIFICATIONS.

4. ALL GRADES SHOWN ARE TO FINISHED ELEVATIONS (I.E. TOP OF

PAVEMENT OR TOPSOIL).

5. COORDINATE STORAGE AND STOCKPILE SITE LOCATION AND PILE

SHAPING WITH THE OWNER.

UTILITY NOTES

1. THE APPROXIMATE LOCATION OF KNOWN EXISTING UNDERGROUND

UTILITY LINES ARE SHOWN ON THE PLANS. OTHER UNKNOWN

UTILITIES MAY EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ALL UTILITIES OR REPAIRING ANY DAMAGE WHICH

OCCURS AS A RESULT OF THE CONTRACTOR'S FAILURE TO LOCATE

AND PRESERVE EXISTING UTILITIES.

2. INFORMATION DEPICTED ON DRAWINGS FOR EXISTING

UNDERGROUND UTILITY LOCATIONS WAS COMPILED FROM MAPS,

RECORDS, AND SUPPLEMENTED BY FIELD LOCATIONS OF VISIBLE

SURFACE FEATURES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFICATION OF ALL UNDERGROUND UTILITIES.

DEMOLITION NOTES

1. PRIOR TO GRADING, ALL TOPSOIL, VEGETATION, BRUSH, TREES

(INCLUDING ROOT BALLS), OLD CONSTRUCTION DEBRIS, AND

EXISTING STRUCTURES AND PAVEMENTS SHALL BE REMOVED .

2. DURING EARTHWORK CONSTRUCTION OPERATIONS, UNFORESEEN

UNDERGROUND OBSTACLES SUCH AS CONCRETE RUBBLE, OLD

PIPING, AND MISCELLANEOUS TRASH MAY BE ENCOUNTERED AND

REMOVAL OF SUCH BY THE CONTRACTOR IF NECESSARY TO

COMPLETE THE WORK SHALL BE CONSIDERED INCIDENTAL.

3. REMOVED PAVEMENT, CONCRETE, PIPES, ROOTS AND ANY OTHER

ITEMS THE OWNER DOES NOT WISH TO SALVAGE SHALL BECOME THE

CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF PROPERLY IN CONTRACTOR FURNISHED OFFSITE

DISPOSAL AREA.

SITE PIPE NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING OSHA

STANDARDS FOR TRENCH EXCAVATIONS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY

LOCATION, ELEVATION, SIZE AND MATERIAL OF EXISTING UTILITIES

SCHEDULED AS POINTS OF CONNECTION. PROVIDE FITTINGS,

ADAPTERS, SOLID SLEEVES, HARNESSED MECHANICAL COUPLING,

AND ROTATE FITTINGS AND DEFLECT JOINTS AS REQUIRED TO MAKE

CONNECTION. PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET

SIZED AS REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION

WORK BEFORE MAKING CONNECTION.

3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF THE

LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITY

CROSSINGS OF PROPOSED SITE PIPING PRIOR TO EXCAVATION.

4. THE CONTRACTOR SHALL INSTALL ALL SITE PIPING TO THE LINES AND

GRADES AS SHOWN ON THE DRAWINGS. DEPTH OF COVER FOR

WATER MAIN AND SEWER FORCE MAIN SHALL BE A MINIMUM OF 5'

FROM FINAL GRADE TO THE TOP OF PIPE. PRESSURE PIPE MAY BE

LOWERED, AS REQUIRED, TO AVOID CONFLICTS WITH EXISTING

UTILITIES AND TO MAINTAIN A MINIMUM VERTICAL SEPARATION

DISTANCE OF 18" BETWEEN OTHER UTILITIES. 10' HORIZONTAL

SEPARATION SHALL ALSO BE MAINTAINED BETWEEN WATER AND

SANITARY SEWER. DEPTH OF COVER FOR GRAVITY SEWER PIPING

SHALL BE A MINIMUM OF 5' FROM FINAL GRADE TO THE TOP OF PIPE.

5. ALL BURIED DUCTILE IRON FITTINGS, VALVES AND APPURTENANCES

SHALL BE ENCASED IN POLYETHYLENE PER AWWA C105.

6. ALL PRESSURE PIPE FITTINGS, VALVES AND APPURTENANCES SHALL

BE RESTRAINED BY USE OF THRUST BLOCKING OR BY MECHANICAL

MEANS. CONTRACTOR SHALL INSTALL FULL STICK OF PIPE ON EACH

SIDE OF FITTINGS AND APPURTENANCES WHEN POSSIBLE. THE

CONTRACTOR SHALL CONSULT THE RESTRAINT MANUFACTURER FOR

INSTALLATION GUIDELINES IF MECHANICAL RESTRAINT WILL BE USED

FOR THE PROJECT.

7. DEFLECTIONS OF UNDERGROUND PIPE INSTALLATION FROM A

STRAIGHT LINE OR GRADE ARE TO BE MADE WITH FITTINGS,

DEFLECTED JOINTS, SHORTER PIPE SECTIONS, OR A COMBINATION

OF THESE METHODS TO CONFORM TO THE ALIGNMENT AND PROFILE

INDICATED ON THE DRAWINGS. DEFLECTED JOINTS SHALL NOT

EXCEED THE MANUFACTURER'S RECOMMENDATIONS.

8. ALL PIPE LENGTHS SHOWN ON PLANS ARE MEASURED FROM CENTER

TO CENTER OF MANHOLES, PIPE FITTINGS AND APPURTENANCES

9. ALL STORM DRAIN SHALL BE CORRUGATED HDPE UNLESS

SPECIFICALLY NOTED OTHERWISE

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1

C4

NOTES

1. THIS DRAWING DEPICTS A SCANNED COPY OF THE

1983 PHASE 2 TREATMENT FACILITY CONSTRUCTION

DRAWINGS BY ALLIANCE OF ARCHITECTS &

ENGINEERS, SPEARFISH, SD. IT SHOULD NOT BE

CONSIDERED AN AS-BUILT DRAWING. CONTRACTOR

TO FIELD VERIFY ALL DIMENSIONS AND

ELEVATIONS.

HOLLAND

11425

DAVID M.

4-28-17

PRIMARY

DIGESTER

SECONDARY

DIGESTER

SHEET

PROJECT NUMBER

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SCALE: 1" = 10'

SLUDGE LOADING

LABORATORY

JAN. / MECH.

LOCKER RM

OFFICE CONTROL

LOBBY

ELECTRICAL

CHLORINE

HEADWORKS

POLYMER

PLATFORM

INSTALL SCREW PRESS,

CONVEYOR, POLYMER SYSTEM

AND OTHER INCIDENTALS.

(SEE PROCESS DRAWING)

SLUDGE

CONTROL

BUILDING

INSTALL SLUDGE FEED PUMP

(SEE PROCESS DRAWINGS)

1

2

3

4

5

CONSTRUCT ELECTRICAL ROOM AND

INSTALL ELECTRICAL EQUIPMENT

(SEE STRUCTURAL AND MECHANICAL

DRAWINGS)

INSTALL VENTILATION EQUIPMENT

(SEE MECHANICAL DRAWINGS)

EXISTING NOTES

RAW SLUDGE FROM PRIMARY AND SECONDARY

CLARIFIERS. APPROXIMATE ELEV. 3375.75 (FIELD

VERIFY)

SUMP PUMP DISCHARGE. APPROXIMATE ELEV.

3374.0 (FIELD VERIFY)

DIGESTED SLUDGE TO TRUCK LOADING. (NEW

SLUDGE PRESS)

SUPERNATANT TO WET WELL. APPROXIMATE ELEV.

3375.00 (FIELD VERIFY)

LP GAS STORAGE TANK

18" STORM SEWER (APPROXIMATE LOCATION)

1

2

3

4

5

6

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND

DEPTH OF ALL UNDERGROUND PIPING.

6

HOLLAND

11425

DAVID M.

4-28-17


INDICATES EXISTING ELEVATION OF TOP OF FOOTING, PIER CAP, PILE CAP, ETC

INDICATES EXISTING ELEVATION OF FINISH FLOOR, FINISH SLAB, TOP OF DECK, ETC

INDICATES NEW ELEVATION OF TOP OF FOOTING, PIER CAP, PILE CAP, ETC

INDICATES NEW ELEVATION OF FINISH FLOOR, FINISH SLAB, TOP OF DECK, ETC

PROJECT NUMBER

CHECKED / APPROVED

DATE

DRAWING TYPE

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� � �Advanced Engineering and Environmental Services, Inc. 1560 Concourse Dr Rapid City, SD 57703 (t) 605-341-7800 (f) 605-341-7864 www.ae2s.com

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10. SPECIAL INSPECTIONS SHALL BE PROVIDED BY AN INDEPENDENT TESTING ANDINSPECTION AGENCY PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODEAND AS NOTED WITHIN THE CONTRACT DOCUMENTS. REPORTS DOCUMENTINGTHE RESULTS OF THE TESTING AND INSPECTIONS SHALL BE SUBMITTED FORREVIEW AND RECORD.

9. PROTECT EXISTING CONSTRUCTION FROM DAMAGE DURING CONSTRUCTION OFNEW ADDITIONS. MAKE NO CUTS OR ALTERATIONS TO EXISTING CONSTRUCTION,OTHER THAN THOSE SHOWN ON THE DRAWINGS, WITHOUT THE APPROVAL OF THEENGINEER. PATCHING SHALL MATCH THAT OF WORK PREVIOUSLY COMPLETED.

8. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERALCONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THECONTRACT DOCUMENTS.

7. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCEDIN STRENGTH UNLESS APPROVED BY THE ENGINEER OF RECORD.

6. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE, INCLUDING FOUNDATIONS. CONFLICTS BETWEENTHE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

5. DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK

4. STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BETHE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE TEMPORARYSHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITYUNTIL THE STRUCTURE IS COMPLETE

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: COORDINATING DETAILS,ACCURACY OF THE WORK, VERIFICATION OF ALL QUANTITIES AND DIMENSIONS,SELECTING FABRICATION PROCESSES, MEANS AND METHODS OF CONSTRUCTION,AND FOR PERFORMING THE WORK IN A SAFE AND SECURE MANNER

2. REFER TO PROCESS, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGSFOR ADDITIONAL INFORMATION RELATED TO: DIMENSIONS, ELEVATIONS, SLOPES,FINISHES, DRAINS, MECHANICAL UNIT LOCATIONS, INSERTS, EMBEDDED ITEMS,ANCHORAGES, AND OTHER NON-STRUCTURAL ITEMS

1. DESIGN AND CONSTRUCTION OF THIS PROJECT IS PER THE 2012 "INTERNATIONALBUILDING CODE (IBC)" WITH THE INCLUSION OF LOCAL AMENDMENTS

GENERAL REQUIREMENTS

5. PROTECT ALL FOUNDATIONS FROM THE ACTION OF WATER AND FREEZING.

4. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE CENTERED UNDERCOLUMNS, PIERS, WALLS, ETC.

3. FOUNDATIONS, WHERE PRESENT, SHALL BEAR ON EITHER COMPETENT NATIVESOIL OR COMPACTED STRUCTURAL FILL.

2. PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES ANDPREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF FOUNDATIONS.

1. FOOTINGS HAVE BEEN DESIGNED FOR THE ALLOWABLE SOIL BEARING PRESSUREINDICATED WITHIN THE DESIGN CRITERIA AND LOADS TABLE AND SHALL BE FIELDVERIFIED, WHEN ASSUMED VALUES ARE NOTED, WITH THE PROJECTGEOTECHNICAL ENGINEER.

FOUNDATIONS

8. A 6 INCH GRANULAR BASE SHALL BE PROVIDED BETWEEN THE SLAB ON GRADEAND SUBGRADE.

7. CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 301“STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE” AND ACI 318“BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.” CONFORM TOTHE REQUIREMENTS OF ACI 305 “HOT WEATHER CONCRETING” OR ACI 306 “COLDWEATHER CONCRETING” WHEN WEATHER CONDITIONS DICTATE.

6. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.

5. UNLESS OTHERWISE NOTED, TOLERANCES FOR CONCRETE FORMWORK SHALLCONFORM TO ACI STANDARD 117, “STANDARD TOLERANCES FOR CONCRETECONSTRUCTION AND MATERIALS”.

4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" WHERE NOTSPECIFICALLY SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,CONSTRUCTION, AND SAFETY OF ALL FORMWORK.

2. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED ANDMAINTAINED ACCORDING TO ACI 347, “RECOMMENDED STANDARD PRACTICE FORCONCRETE FORMWORK”.

1. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH,APPLICATION, COARSE AGGREGATE GRADATION, AND WATER CEMENT RATIOSPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTINGLABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANYCONCRETE.

CAST IN PLACE CONCRETE

4. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BELOCATED AND HELD IN SPECIFIED POSITION PRIOR TO PLACEMENT OF CONCRETEAND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR.

3. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINSTDISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. SUPPORTINGACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSEDIN THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL.

2. REINFORCING STEEL SHALL NOT BE WELDED.

1. LAP SPLICES OF DEFORMED BARS SHALL BE CLASS B, SEE REINFORCING SPLICEAND DEVELOPMENT TABLE FOR LENGTHS, UNLESS OTHERWISE NOTED.

REINFORCING STEEL

10. COLUMN CAP PLATES SHALL BE 1/2 INCH THICK, UNLESS OTHERWISE NOTED.

9. TOP FLANGES OF BEAMS AND GIRDERS MUST BE FREE OF PAINT, WATER, DIRT,RUST AND ANY OTHER MATERIALS WHICH INTERFERE WITH THE WELDINGOPERATION OF HEADED STUDS.

8. LIFE SAFETY COMPONENTS AND LIFTING DEVICES (I.E. GUARD RAILS, STAIRS,MONORAIL, ETC) SHALL RECEIVE A SAFETY YELLOW TOP COAT.

7. SHOP PRIME ALL STRUCTURAL STEEL WITH FABRICATOR’S STANDARD COLOR,UNLESS NOTED OTHERWISE, PER AISC 360 SECTION M3 AND AISC 303 SECTION 6.5.PRIMER SHALL BE COMPATIBLE WITH TOP COAT AND FINISH, FIELD TOUCH-UP ASNECESSARY. COORDINATE TOP COAT AND FINISH WITH SPECIFICATIONS, UNLESSOTHERWISE NOTED.

6. DO NOT PAINT STEEL TO BE FIREPROOFED, FIELD WELDED, EMBEDDED INCONCRETE, OR SPECIALLY PREPARED.

5. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1 BYCERTIFIED WELDERS WITH CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ONTHE DRAWINGS.

4. NO FIELD WELDS ARE TO BE MADE UNTIL THE MEMBERS ARE PROPERLY ALIGNED.FIELD WELDS ARE TO BE MADE BY COMPETENT WELDERS USING PROPERELECTRODES AND AMPERAGE.

3. BEARING PLATES FOR STEEL BEAMS AND COLUMNS SHALL BE DRY PACKED WITHGROUT AS SPECIFIED OR REQUIRED.

2. BEAM AND COLUMNS SHALL BE ERECTED TRUE AND PLUMB, PROVIDE TEMPORARYBRACING.

1. STRUCTURAL STEEL, INCLUDING ANCHOR RODS/BOLTS AND BASE PLATES, SHALLNOT BE FIELD MODIFIED WITHOUT APPROVAL OF THE ENGINEER OF RECORD.

STRUCTURAL STEEL

SLAB ON GRADE / SLAB ON METAL DECK CENTERED

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2

BEAMS, COLUMNS:

No. 11 BAR AND SMALLER 3/4

No. 14 AND No. 18 BARS 1 1/2

SLABS, WALLS, JOISTS:

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

No. 5 BAR AND SMALLER 1 1/2

No. 6 THROUGH No. 18 BARS 2

EXPOSED TO EARTH OR WEATHER:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3

UNLESS NOTED OTHERWISE ON DRAWINGS COVER (in)

ACI 318 - STRUCTURAL CONCRETECAST IN PLACE CONCRETE (NON-PRESTRESSED) COVER

1. HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM

#9 7'-7" 5'-10" 5'-10" 4'-6"

#8 6'-8" 5'-2" 5'-2" 3'-11"

#7 5'-10" 4'-6" 4'-6" 3'-6"

#6 4'-0" 3'-1" 3'-1" 2'-5"

#5 3'-4" 2'-7" 2'-7" 2'-0"

#4 2'-8" 2'-1" 2'-1" 1'-7"

#3 2'-0" 1'-7" 1'-7" 1'-3"

BAR SIZE TOP BARS1

OTHER BARS TOP BARS1

OTHER BARS

MINIMUM LAP SPLICE LENGTH ("Ls") MINIMUM DEVELOPMENT LENGTH ("Ld")

REINFORCING STEEL LAP SPLICE AND DEVELOPMENT LENGTHSCHEDULE

FROST LINE 42 in

SOIL BEARING PRESSURE fbrg 2000 PSF

FOUNDATIONS

Sd1 0.080g

SPECTRAL DESIGN RESPONSE COEFFICIENT Sds 0.225g

S1 0.050g

SPECTRAL RESPONSE ACCELERATION Ss 0.211g

SITE CLASS D

IMPORTANCE FACTOR Ie 1.25

SEISMIC FORCE RESISTING SYSTEM N/A

SEISMIC DESIGN CATEGORY B

SEISMIC DESIGN

SCREW PRESS SUPPORT 1.5 k/LEG

MECHANICAL EQUIPMENT PAD 150 PSF

GRATING 150 PSF

LIVE LOADS

GRATING 10 PSF

DEAD LOADS (SUPERIMPOSED)

OCCUPANCY BUILDING RISK CATEGORY III

(IN ADDITION TO THOSE INDICATED ON PLANS & DETAILS)DESIGN CRITERIA AND LOADS

1. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS

(OR APPROVED EQUALS)

HILTI HIT-HY70 ANCHORAGE TO MASONRY

ADHESIVEANCHORS

HILTI HIT-HY200 ANCHORAGE TO CONCRETE

POST INSTALLEDANCHORS

WELDS WELD ELECTRODES E70XX

SHEAR STUD CONNECTORS ASTM A108

COMMON BOLTS ASTM A307

THREADED RODS ASTM A36

ANCHOR RODS ASTM F1554, GRADE 36

FASTENERS HIGH STRENGTH BOLTS ASTM A325-N

STRUCTURAL PIPE (SCHED 40UNO)

ASTM A53, GRADE B,Fy=35 KSI

HOLLOW STRUCTURAL SECTIONS -RECT/SQ (HSS)

ASTM A500, GRADE B,Fy=46 KSI

STRUCTURAL BARS & PLATES ASTM A36, Fy=36 KSI

CHANNEL (C & MC) & ANGLE (L) ASTM A36, Fy=36 KSI

STRUCTURALMEMBERS

WIDE FLANGE (W) & TEE (WT) ASTM A992, Fy=50 KSI

STRUCTURAL STEEL

REINFORCING BARS ASTM A615, GRADE 60,DEFORMED

REINFORCING STEEL

GROUT (NON SHRINK / NONMETALLIC)

5000 PSI

STRUCTRUAL CONCRETE 4000 PSI

28 DAY COMPRESSIVE STRENGTH f'c

CONCRETE

MATERIAL STRENGTHS1

11. MASONRY WALLS SHALL BE BRACED BY OTHER INTERSECTING WALLS, OR BYANCHORAGE/BRACING TO THE STRUCTURE ABOVE.

10. REINFORCED MASONRY LINTELS SHALL BE INSTALLED OVER ALL OPENINGS,UNLESS NOTED OTHERWISE. DO NOT SPLICE REINFORCING BARS WITHIN LINTELSAND MAINTAIN BEARING DEPTH EQUAL TO LINTEL DEPTH, MINIMUM, ON EACH SIDE.UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCEMENT FOR LINTELS SHALLBE AS FOLLOWS: OPENINGS UP TO 42 INCHES WIDE PROVIDE (2) #5 AT BOTTOM OF8 INCH DEEP LINTEL.

9. REINFORCED MASONRY LINTELS SHALL BE SPECIALLY FORMED U-SHAPED LINTELOR LOW WEB LINTEL UNITS WITH REINFORCING BARS, OR PRECAST UNITSDESIGNED FOR THE WEIGHT OF MASONRY ABOVE AND OTHER APPLIED LOADS.

8. PROVIDE GALVANIZED WIRE, LADDER TYPE, HORIZONTAL JOINT REINFORCING AT16” OC, MAXIMUM.

7. LAP SPLICE STEEL REINFORCING BARS 48 DIAMETERS AT SPLICES, UNLESS NOTEDOTHERWISE ON DRAWINGS.

6. BOND BEAMS SHALL BE REINFORCED WITH (2) #4 CONTINUOUS, UNLESSOTHERWISE NOTED. PROVIDE BENT CORNER BARS TO MATCH AND LAP BONDBEAM REINFORCING AT ALL CORNERS AND INTERSECTIONS.

5. VERTICAL REINFORCING SHALL BE DOWELED TO THE FOUNDATION.

4. PROVIDE A (2) #5 VERTICAL BARS FULL HEIGHT AT ALL MASONRY JAMBS, CORNERSAND WALL ENDS, UNLESS OTHERWISE NOTED.

3. MASONRY CORES CONTAINING REINFORCING OR ANCHOR BOLTS/RODS SHALL BEFILLED SOLID WITH GROUT. MASONRY BELOW GRADE SHALL HAVE CORES FILLEDSOLID WITH GROUT. MAXIMUM LIFT HEIGHT EQUALS 5’-4”. MECHANICALLYVIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER PLACEMENT.

2. CONCRETE BLOCK ARE TO BE PER ASTM C90, GRADE N, TYPE 1(MOISTURE-CONTROLLED), NORMAL WEIGHT. MORTAR SHALL BE ASTM C270, TYPEN (USE TYPE S BELOW GRADE). GROUT FILL SHALL BE PER ASTM C476 (COURSEGROUT) WITH MAXIMUM 3/8” AGGREGATE AND MINIMUM 28-DAY COMPRESSIVESTRENGTH OF 3,000 PSI.

1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530 “BUILDING CODEREQUIREMENTS FOR MASONRY STRUCTURES” AND COMPLY WITH ALLRECOMMENDATIONS AND STANDARDS ESTABLISHED BY THE NATIONAL CONCRETEMASONRY ASSOCIATION AND THE BRICK INSTITUTE OF AMERICA.

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2'-6" 17'-0"

8'-0"

VE

RIF

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VE

RIF

Y

1

3TYP

4TYP

5

FFE 80'-0"

EX FFE 80'-0"

PROCESS

SEE

PROCESS

SEE

PROCESS

SEE SEE PROCESS SEE PROCESS

SEE PROCESS 12'-2"

PROCESS

SEE

332

1

EX FFE 80'-0"

2'-8"

PR

OC

ES

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7

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8

8

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8'-0"

14'-0"

4'-2"

2

S4

9

3

S4

4

S4

4

S4SIM

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S3 TYP

VE

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1'-0"

VE

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Y

2'-8"

VE

RIF

Y

2'-4"

5

S4

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100.1

7

ELECTRICAL ROOM

CONTROL JOINT CONTROL JOINT

VERIFY

3'-0"

2'-0" 5'-0"

7

1

CONSTRUCTION NOTES

12" THICK CONCRETE SLAB R/W #5 @ 12" o/c EACH WAY TOP AND BOTTOM W/NORTH-SOUTH REINFORCING W/ 3" CLEAR COVER OVER 6" COMPACTEDGRANULAR BASE (98% COMPACTED @ SUB GRADE AND BASE). REMOVEEXISTING SLAB AS REQUIRED. USE A 16" #4 DOWEL @ 24" O/C EMBED 6" INTOEXISTING SLAB -VERIFY ALL DIMENSIONS W/ PROCESS

DURAGRID I-4800 1" THICK FRP GRATING -OR APPROVED EQUAL -FASTEN PERMANUFACTURE RECOMENDATION

HSS4x4x1/4 COLUMN W/ 10x10x1/2" BASE PLATE W/ (4) 1/2" ANCHOR BOLTS W/8" MIN EMBED

12" x 12" CONCRETE PIER - SEE SECTION (5 LOCNS)

20" x 20" CONCRETE PIER - SEE SECTION

24" WIDE LADDER -SEE SECTION

PIPE PENETRATION THROUGH FLOOR -SEE PROCESS DRAWINGS AND TYPICALDETAIL

HSS2x2x1/4 BRACE

8" CMU WALL -W/ #5@ 48" o/c -SEE GENERAL NOTES FOR ADDITIONALINFORMATION

2VLI18 DECKING SPANNING E/W WITH 2.5 INCHES OF CONCRETE (4 1/2" TOTALTHICKNESS) AND R/W #3 @ 12" o/c EACH WAY

PROVIDE REMOVABLE RAILING THIS FACE FOR ACCESS TO EQUIPMENT. GC TOCOORDINATE W/ SUPPLIER & STEEL FABRICATOR

ELECTRICAL CABLE TRENCH W/ FRP FLOOR PLATE AND SUPPORT -BY OTHER-VERIFY LOCATION W/ PROCESS

HOLLOW METAL DOOR AND FRAME- SEE DOOR SCHEDULE ON S3

2

3

/6 S3

/7 S3

4

5

6 /4 S3

7

8

9

10

11

12

13

1

S3

2

S3

W8X13

W8X13

W8X

13

W8X

13

L2X2X

1/4

L2X2X1/4

L2X2X1/4

L2X2X

1/4

FFE 83'-6"

2'-8"

12'-2"

TOP 84'-0"SEE PROCESS

3

S3

4

S3

6 TYP

332

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2

2

S4

3

S4

4

S4

4

S4SIM

10

ELECTRICAL ROOM

(6 k)

(6 k)

(6 k

)

(6 k

)

DBE 90'-0"

11

PLAN NOTES

1. TOP OF STEEL BEAM AT PLATFORM ELEVATION 83'-5" UNO

2. MECHANICAL OPENINGS THROUGH WALLS. AVOID BUILDINGGIRTS AND PROVIDE L3x3x1/4" WAF(MIN) EACH FACE

EXISTING NOTES

BUILDING OUTLINE

SUMP

PROCESS EQUIPMENT -SEEPROCESS DRAWINGS

PROCESS PIPING

1

2

3

4

PROJECT NUMBER

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2 GRATING PLAN

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1'-0"

1'-0" (4) #4 VERTS

(4) #4 VERTS

#3 TIES @ 12" o/c

(3) #3 TIES @ TOP

DOWELS - MATCH SIZE& SPACING OF VERTS

6"

CONC SLAB - SEE PLAN

#3 TIES

Ld

FFE

80'-0"

TOP

SEE PROCESS

ANCHOR ROD BYEQUIPMENTSUPPLIER -VERIFYLOCATION ANDQUANTITY

BASE PLATE ANDBEAM SUPPLIED BYEQUIPMENTSUPPLIER -VERIFYLOCATION

3"

CLR

3"

CLR

80'-0"FFE

83'-6"TOG

3'-6" FRP GRATING

SEE PLAN

HSS2x2x1/4BRACE

STEEL BEAMSEE PLAN

STEEL COLUMNW/ CAP PLATESEE PLAN

1"

1"

BASE PLATE& ANCHORSSEE PLAN

1/4

RAILING W/1 1/2" DIA PIPERAILING & POST@ 6'-0" o/cE

QE

Q

1/4" STEEL KICKPLATE WELDEDTO POST

LADDER SEEDETAIL /4 S3

BRACE ANGLESEE PLANSEE /5 S3

1" LEVELINGGROUT

7" MIN

EM

BE

D

8"

CLIP ANGLE BYFABRICATOR

3/16

80'-0"FFE

83'-6"TOG

1'-6"

2'-0"

FRP GRATINGSEE PLAN

RAILING W/1 1/2" DIA PIPERAILING & POST@ 6'-0" o/c

HSS2x2x1/4 BRACE

STEEL BEAMSEE PLAN

STEEL COLUMNW/ CAP PLATESEE PLAN

1/4TYP BASE PLATE

& ANCHORSSEE PLAN

1" LEVELING GROUT

1/4" STEEL KICKPLATE WELDEDTO POST

1

1

CONNECTIONBY STEELSUPPLIER

83'-6"TOG

FRP GRATINGSEE PLAN

RAILING AND KICK PLATESEE OTHER DETAILS

STEEL BEAM - SEE PLAN

SHEAR CONNECTIONBY SUPPLIER

HSS4x4x1/4STEEL COLUMNW/ CAP PLATE

HSS2x2x1/4 STEEL BRACE1

1 1/4TYP

1'-8"

1'-8"

(6) #6 VERTS

#3 TIES W/ CROSSTIE

(6) #6 VERTS

#3 TIES @ 12" o/c

(3) #3 TIES @ TOP

DOWELS - MATCH SIZE& SPACING OF VERTS

6"


Ld

FFE

80'-0"

TOP

SEE PROCESS

ANCHOR ROD BYEQUIPMENTSUPPLIER -VERIFYLOCATION ANDQUANTITY

BASE PLATE ANDBEAM SUPPLIEDBY EQUIPMENTSUPPLIER -VERIFYLOCATION

3"

CLR

3"

CLR

1/4

HORIZONTAL BRACESEE PLAN

STEEL BEAM - SEE PLAN

80'-0"FFE

83'-6"TOG

FRP GRATINGSEE PLAN

RAILING W/1 1/2" DIA PIPERAILING & POST@ 6'-0" o/c

STEEL BEAMSEE PLAN

STEEL COLUMNSEE PLAN

3/4" MIN METAL RUNG(DEFORMED OR NON-SLIP)

2'-0" 1/4" THICK STEELKICK PLATEWELDED TO POST

BASE PLATESEE PLAN

(12"

MA

X)

EQ

UA

LS

PA

CE

1 1/2" x 2 1/2" RAILS

REMOVABLESAFETY CHAIN

L2x2x 3/16" x 1 1/2" W/ 1/4"DIA x 3" SCREW ANCHOR

OPEN

3'-0" TYP

SEE SCHEDULELAP SPLICE (Ls)

(2) #5 DIAG. BAR ALL SIDESOF OPENING TOP &BOTTOM OF SLAB

SQUARE OPENING (SOMECASES) SEE MECH'L,ELEC'L, & PROCESSDRAWINGS FOR ALLOPENINGS

PLACE HALF OF TOTAL NUMBER OF BARSCUT (MIN. 2 BARS) TOP & BOTTOM ON EACHSIDE OF OPENING (SIZE TO MATCH SIZE OFBARS CUT) LENGTH OF BARS TO MATCHTYPICAL SLAB REINFORCEMENT

PROVIDE (2) - #6's OR HALFOF CUT BARS (WHICHEVERIS GREATER) BOTH SIDESOF OPENING TOP & BOTTOM

NOTE: MAT SLAB BARS ONLYNEED TO EXTEND LAP SPLICELENGTH PAST FACE OFOPENING - SEE SCHEDULE

*** TYPICAL FLOOR REINFORCINGNOT SHOWN - CUT AS REQ'D @OPENING

SLA

B S

PA

N -

SE

E P

LA

N &

SC

HE

DU

LE


EXISTING CONC SLAB

DOWEL EPOXIEDINTO EXISTINGSEE PLAN

6" EMBED

PAINTED HM DOOR& FRAME SYSTEM

FILL FRAME W/FOAMED IN-PLACEINSULATION SYSTEM

CMU WALL SEEPLAN ANDSPECS

SEALANT & BACKERROD EACH SIDE

5 3/4"1"

3/4

"2"

BOND BEAM

PROJECT NUMBER

CHECKED / APPROVED

DATE

DRAWING TYPE

PREPARED BY

/

Layo

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22x3

4

DRAWING


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SJW SJW

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S3

S3

6 PIER SECTION

S3

1 FRAMING ELEVATIONS3

2 FRAMING ELEVATIONS3

3 TYP GRATING SECTION

12" 6" 0 1' 2' 3' 12" 6" 0 1' 2' 3'

12" 6" 0 1' 2' 3'

0 1'12" 6"

S3

7 PIER SECTION

12" 6" 0 1' 2' 3'

S3

5 TYP BRACE ANGLE CONNECTION

0 1'12" 6"

S3

4 LADDER FRAMING ELEVATION

12" 6" 0 1' 2' 3'

NO SCALES3

8 FLOOR OPENING DETAILS3

9 NEW TO EX CONCRETE JOINT

0 1' 2'12" 6"

Door Schedule

Mark

Door Frame

Glazing Section Finish Security Comments Hinges ExitDev Locks Closer Kicks Stops Gaskets Mullion ThresholdWidth HeightDoorType

FrameType Details

FireRating

100.1 3'-0" 7'-0" HM HM 10/S3 1 HR NONE - FIELDFINISH

NONE NEW DOOR, FRAME AND HARDWARE. CONFIRM REQUIREMENTSFOR SECUIRTY

IVES 5BB1 OREQUAL

VON-DURPIN 99L - - No - - - No

S3

10 DOOR HEAD/JAMB SECTION

12" 6" 0 1' 2' 3'

SY

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REG

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10507SAMUEL J.

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REG. NO.

8" SEE MECHANICAL DRAWINGS 8"

8"

(12'-0"

MA

X)

SE

E M

EC

HA

NIC

AL D

RA

WIN

GS

8"

NOTES:1. VERIFY AND COORDINATE ALL DIMENSIONS/ PENETRATIONSWITH MECHANICAL ENGINEER

2. INSTALL BOTTOM REINFORCING IN THE SHORTER SPAN

FFE

SEE CIVILFINISHED GRADESLOPE AWAY FROMPAD - SEE CIVIL

#5 @ 12" o/c HORIZ

(2) #5 CONT

#5 @ 12" o/cEA WAY

8" 8" 8"1'-0"

#5 DOWEL TO FTGW/ STD ACI 90 DEGHOOK @ 18" O/C

2'-0"

#5 DOWEL TO SLABW/ STD ACI 90 DEGHOOK @ 18" O/C

Ld S

EE

SC

HE

DU

LE

3'-6"

MIN

8"

4" VOID FORM

2"

CLR

B

B

A A

FFE

SEE CIVILFINISHED GRADESLOPE AWAY FROMPAD - SEE CIVIL

8" 8" 8"

2'-0"

8"

4" VOID FORM

EXISTINGCONCRETEFOUNDATIONWALL ANDFOOTING

EX TFE

77'-0" VERIFY

TFE

77'-0" (MATCH EX.)

1" +/- 8" 8" 8"

3'-6"

MIN

SECTION A-A TYPICAL

SECTION B-B @ EXISTING WALL

1'-6"

80'-0"FFE

BOND BEAM

CMU WALL -SEE PLAN

1/4" DIA x 2 1/4"TAPCON @ 12"O/C

4" CMU WYTHE FILLEDW/ GROUT

EXISTINGCONCRETE SLAB

90.00'DBE

#4 BENT BAR @48" o/c

#5 DOWEL @ 48" o/c INEMBED 4" MIN WITHHILTI HIT-HY200

Ld S

EE

SC

HE

DU

LE

#5 CONT

EM

BE

D4"

COMPOSITE SLABSEE PLAN

80'-0"FFE

EXISTING 8"WYTHE CMUWALL

L4x4x1/4 ANGLEW/ 3/8" HAS ROD@ 8" O/C WITH3-1/8" EMBED W/HIT- SC & HILTIHIT-HY70

90.00'DBE

80'-0"FFE

BOND BEAM

CMU WALLSEE PLAN

COMPOSITE SLABSEE PLAN4" CMU WYTHE

FILLED W/ GROUT

90.00'DBE

4 1

/2"

#4 BENT BAR@ 48" o/c

#5 DOWEL @ 48" o/c INEMBED 4" MIN WITHHILTI HIT-HY200

EM

BE

D4"

Ld S

EE

SC

HE

DU

LE

# 5 CONT

1/4" DIA x 2 1/4"TAPCON @ 12" O/C

CONCRETE SLAB ONGRADE -SEE PLAN

CONDUIT & PIPINGSEE ELECTRICAL &PROCESS DRAWINGS

3" 3"

VERIFY

1'-6" 3" 3"

1'-0"

3"

9"

VE

RIF

Y

TY

P3"

CLR

FFE

SEE PLAN

#5x @ 12" o/c

FRP PLATE &CONNECTION BYGRATING SUPPLIER

1'-6"

12 12

SEE PROCESS FORADDITIONALINFORMATION

#5 x 3'-6" LONG TOP ANDBOTTOM @ EACH CORNER

NOTE: TYPICAL UNLESS NOTEDOTHERWISE AS INDICATED ON DRAWINGS

CONC SLAB

PROJECT NUMBER

CHECKED / APPROVED

DATE

DRAWING TYPE

PREPARED BY

/

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S4

NO SCALES4

1 MECHANICAL EQUIPMENT PAD PLAN & SECTION

S4

2 INTERIOR CMU WALL

S4

4 CONNECTION @ EXISTING CMU

S4

3 INTERIOR CMU WALL

12" 6" 0 1' 2' 3' 12" 6" 0 1' 2' 3'

12" 6" 0 1' 2' 3'S4

5 CABLE TRENCH DETAIL

12" 6" 0 1' 2' 3'

NO SCALES4

6 SLAB REINF'G @ RE-ENTRANT CORNERS

SY

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REG

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DPROFESSIONAL ENG

I NEER

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10507SAMUEL J.

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REG. NO.

SHEET

PROJECT NUMBER

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P1

PROCESS PIPING LEGEND

EXISTING PIPE

FLANGED PIPE

MECHANICAL JOINT PIPE

90° BEND

PROCESS PIPING COLOR LEGEND

NON-POTABLE WATER

PROCESS AIR

SLUDGE

EFFLUENT WATER

DRAIN / OVERFLOW / MISC

BACKWASH WASTE

CHEMICAL PIPING COLOR LEGEND

FERRIC SULFATE / ALUM

POLYMER

RAW INFLUENT WATER

SHEET BACK REFERENCE

NORTH

DRAWING, SECTION, AND DETAIL CONVENTIONS

DRAWING NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DRAWING NUMBER

SHEET WHERE DRAWN

12"

0 2' 4' 6' 8' 10'

GRAPHIC SCALE

PIPE BREAK (PIPE CONTINUES)

12"

0 2' 4' 6' 8' 10'

GRAPHIC SCALE

SECTION CUT

DRAWING TITLE

DETAIL TITLE

90° BASE BEND

TEE

BASE TEE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

WYE

CROSS

REF:

N

H

RO

T

1

GEN

P1

P34, P35

1

GEN

P2

1

GEN

P1

SCUM

SEPTAGE

GENERAL NOTES

1. PROCESS ITEMS IDENTIFIED ON DRAWINGS SHALL BE NEW AND

FURNISHED AND INSTALLED UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL NOTE THAT ADDITIONAL CONSTRUCTION NOTES

MAY BE INCLUDED ON INDIVIDUAL DRAWINGS.

3. AE2S PROCESS DRAWINGS ARE INTENDED TO BE REPRODUCED IN

COLOR TO ASSIST IN IDENTIFYING PROCESS PIPING AND SELECT

ITEMS. AE2S ASSUMES NO LIABILITY FOR CONTRACTORS CHOOSING

TO REPRODUCE THESE DRAWINGS IN BLACK AND WHITE OR AT A

SCALE WHICH REDUCES LEGIBILITY.

4. DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS ARE FOR

BIDDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFICATION OF ALL DIMENSIONS AND ELEVATIONS PRIOR TO

CONSTRUCTION.

5. INFORMATION REGARDING THE EXISTING CONDITIONS WAS

OBTAINED FROM SURVEY DATA AND PRELIMINARY FIELD

INVESTIGATIONS. ALL EXISTING AND PROPOSED CONDITIONS SHALL

BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION.

6. CONTRACTOR SHALL PROTECT ADJACENT MATERIALS AND

EQUIPMENT (NOT SCHEDULED FOR REMOVAL) FROM DAMAGE

THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. ALL

DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED WITH NO

ADDITIONAL COST TO THE OWNER.

7. ENGINEER AND/OR OWNER RESERVES THE RIGHT TO INSTRUCT

CONTRACTOR TO SALVAGE SELECTED DEMOLITION ITEMS WHICH THE

OWNER WILL RETAIN ONCE REMOVED.

8. ACCESS TO EXISTING PLANT AREAS WHERE WORK IS TO BE

PERFORMED MAY BE LIMITED. CONTRACTOR IS RESPONSIBLE TO

ASSESS ACCESSIBILITY BEFORE PURCHASING EQUIPMENT AND

PROCESS COMPONENTS TO ASSURE ABILITY TO INSTALL.

9. COORDINATE ALL ELECTRICAL WORK WITH ELECTRICAL

CONTRACTOR.

10. NOT ALL EQUIPMENT, PIPING, ACTUATORS, CONDUITS, PLUMBING,

ETC. IS SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

(LOCATIONS), REMOVAL, MODIFICATION, RELOCATION,

RE-INSTALLATION, ETC. OF ALL MISCELLANEOUS EQUIPMENT PIPING,

CONDUIT, PLUMBING, ETC. REQUIRED TO ACCOMMODATE THE

INSTALLATION OF IMPROVEMENTS.

11. NOT ALL PIPE HANGERS AND SUPPORTS ARE SHOWN ON THE

DRAWINGS. CONTRACTOR SHALL FIELD LOCATE PIPE SUPPORT

SPACING, LAYOUT, AND TYPE TO AVOID INTERFERENCES. SEE

SPECIFICATIONS FOR MAXIMUM SPACING. ENGINEER SHALL APPROVE

PIPE SUPPORT LAYOUTS PRIOR TO CONSTRUCTION. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PIPING

IS ADEQUATELY ANCHORED AND SUPPORTED TO PREVENT EXCESS

MOVEMENT DURING TESTING AND OPERATION OF PIPING.

12. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY

ADDITIONAL COSTS WHICH MAY RESULT FROM UNAUTHORIZED

DEVIATIONS FROM THE CONTRACT DOCUMENTS.

13. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND

ORDINANCES SHALL BE ADHERED TO THROUGHOUT THE

CONSTRUCTION PROJECT.

14. STANDARD DETAILS ARE INTENDED TO SHOW GENERAL DESIGN

CONCEPTS. REFER TO THE SPECIFIC STRUCTURE DRAWINGS FOR

DIMENSIONS AND SIZES.

15. SIZE OF FITTINGS AND VALVES SHALL CORRESPOND TO THE SIZE OF

ADJACENT PIPING. JOINTS AND FITTING MATERIAL SHALL BE AS

SHOWN FOR ADJACENT PIPING.

16. PROVIDE PROPER PLUGS, CAPS, BLIND FLANGES, AND RESTRAINTS

WHEN ANY PIPING IS TERMINATED. VERIFY SIZE WITH ADJACENT

PIPING AND FITTINGS.

17. CONTRACTOR SHALL PROVIDE ALL TRANSITION FITTINGS AND

APPURTENANCES REQUIRED FOR TRANSITIONS BETWEEN DIFFERENT

PIPE MATERIALS AND JOINT TYPES.

18. ALL SUBMERGED ANCHOR BOLTS, NUTS, FASTENERS, ETC., SHALL BE

316L STAINLESS STEEL UNLESS OTHERWISE NOTED.

19. ALL PIPING BENEATH FLOOR SLABS SHALL BE CONCRETE ENCASED.

20. USE OF UNI-FLANGES SHALL ONLY BE ALLOWED WITH PRIOR

APPROVAL OF ENGINEER.

21. THE PROCESS DRAWINGS INDICATE REQUIRED PIPE SIZES,

ELEVATIONS, AND THE EXTENT AND GENERAL ARRANGEMENT FOR

PROCESS PIPING AND EQUIPMENT. PRIOR TO THE FABRICATION OR

INSTALLATION OF ANY PIPING OR EQUIPMENT THE CONTRACTOR

SHALL CONSULT ALL DRAWINGS AND CONSTRUCTION TRADES TO

ACQUAINT SELF WITH THE MATERIALS, FINISHES, AND LOCATIONS OF

EXISTING AND NEW CEILINGS, STRUCTURAL MEMBERS, PIPES, DUCTS,

LIGHTING FIXTURES, CONDUITS, ETC. WHICH MAY AFFECT THE

INSTALLATION. COORDINATE THE WORK WITH OTHER TRADES AND

MAKE MODIFICATIONS IN LAYOUT TO AVOID CONFLICT WITH THE

WORK OF OTHER TRADES.

22. VERIFY FINAL VALVE OPERATOR / ACTUATOR ORIENTATION WITH

ENGINEER.

23. FLOORS, WALLS, CEILINGS, ROOFS, STAIRWAYS, DOORS, AND

WINDOWS ARE SHOWN FOR REFERENCE ONLY. REFER TO

STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR SPECIFICS, AS

APPLICABLE.

24. REFER TO CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL,

ELECTRICAL, AND INSTRUMENTAL & CONTROL DRAWINGS FOR

ADDITIONAL WORK TO BE PERFORMED AND COORDINATION

INFORMATION, AS APPLICABLE.

25. NOT ALL PIPING FLOOR AND WALL PENETRATIONS ARE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER

PENETRATION INCLUDING CONCRETE CORING, FLOOR SLEEVES,

LINK-TYPE SEALS, CAULKING, FIRESTOPPING, AND GROUTING.

IDENTIFICATION TAG


BREAKLINE (OBJECT CONTINUES, DRAWING ENDS)

ELEVATION & LOCATION IN SECTION VIEW

FLOOR, WALL, OR SURFACE ELEVATION

ELEVATION & LOCATION IN SECTION VIEW

CENTERLINE ELEVATION

IDENTIFICATION TAG - CONSTRUCTION NOTE

CONSTRUCTION NOTE IDENTIFICAITON TAG WILL BE PLACED AT THE NEAREST POSSIBLE

LOCATION TO THE WORK IT IS DESCRIBING.

IDENTIFICATION TAG - DEMOLITION NOTE

DEMOLITION NOTE ID TAG WILL BE PLACED AT THE NEAREST POSSIBLE LOCATION TO THE

WORK IT IS DESCRIBING.

DEMOLITION HATCH DESIGNATION

ALL ITEMS SHOWN ON DEMOLITION SPECIFIC DRAWINGS HAVING THIS TYPE OF HATCHING

SHALL BE DEMOLISHED OR SALVAGED FOR RELOCATION ACCORDING TO CORRESPONDING

DEMOLITION NOTES.

IDENTIFICATION TAG - SCHEDULE NOTE FOR PIPE, FITTINGS, OR EQUIPMENT

1

1

1

EL 1881.25

FLOOR

EL 1883.75

℄ 24" PIPE

EL 1881.25

FLOOR

EXISTING ELEVATION & LOCATION IN SECTION VIEW

FLOOR, WALL, OR SURFACE ELEVATION

XXX-XXX-XXX

ITEM TAG

PROCESS TAG

FACILITY TAG

HOLLAND

11425

DAVID M.

4-28-17

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P05263-2015-000

P2

MANUAL BAR SCREEN

MECHANICAL BAR SCREEN

16" D.I.

PLANT

INFLUENT

PARSHALL FLUME

BYPASS

16" D.I.

B-1

16" D.I.

PRIMARY CLARIFIER

B-2

16

" D

.I.

BY

PA

SS

16" D.I. BYPASS

TRICKLING FILTER

WET WELL

SECONDARY CLARIFIER

16" D.I.

16" D.I.

24" RCP

B-7

12" PVC

B-6

B-3

B-4 B-5 A-1 A-2

CHLORINE CONTACT BASIN

GYPSUM FEED & MIX

16" D.I.

12" PVC

12" PVC

EFFLUENT TO

RESERVOIR &

IRRIGATION SITE

TO FALL RIVER

1

6

"

D

.

I

.

1

6

"

D

.

I

.

12" PVC BYPASS

16" D.I. RECIRCULATION

12" PVC

SLUDGE

3-WAY

VALVE

SLUDGE PUMP 1

6" D

.I.

PRIMARY DIGESTER

HOT WATER

BOILER

SECONDARY DIGESTER

6" D.I.

6" D.I.

SLUDGE PUMP 2

6" D.I.

6" D.I.

6" PVC

SLUDGE TRUCK

SU

PE

RN

AT

E 6

" D

.I.

1

2

"

P

V

C

CH 4

6" P

VC

SCREW

PRESS

SUPERNATANT

CAKE WAGON

EXISTING PIPING

PROPOSED PIPING

SCHEMATIC LEGEND

SLUDGE PUMP 3

C

A

K

E

C

O

N

V

E

Y

O

R

POLYMER

ACTIVATION

CHAMBER

POLYMER

METERING

PUMP

POLYMER

DRUM/

STORAGE

ISOLATION VALVE

SUMP

PUMP

HOLLAND

11425

DAVID M.

4-28-17

EL 3370.0

EL 3372.0

EL 3374.0

EL 3376.0

EL 3378.0

EL 3380.0

EL 3382.0

EL 3384.0

EL 3388.0

EL 3386.0

EL 3390.0

EL 3392.0

EL 3370.0

EL 3372.0

EL 3374.0

EL 3376.0

EL 3378.0

EL 3380.0

EL 3382.0

EL 3384.0

EL 3388.0

EL 3386.0

EL 3390.0

EL 3392.0

EL 3394.0

EL 3396.0

EL 3394.0

EL 3396.0

EL 3398.0

EL 3400.0

TOP OF BUILDING

95.00

FF

80.00

BFE

76.00

FF

81.00

DIGESTER BUILDING

SLUDGE LOADING BUILDING

EL 3398.0

EL 3400.0

BF

72.17

TOP OF DIGESTER

98.00

CL

93.00

SLUDGE PRESS

CL

83.00

MINIMUM SLUDGE LEVEL 83.00

MAXIMUM SLUDGE LEVEL 96.00

P

CL

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P3

PROPOSED PIPING

EXISTING PIPING

EXISTING STRUCTURE

LEGEND

SLUDGE FEED PUMP

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MAIN TREATMENT AND DIGESTER

BUILDING FLOOR PLAN

SCALE: 3/16" = 1'-0"

SLUDGE LOADING

LABORATORY

JAN. / MECH.

LOCKER RM

OFFICE CONTROL

LOBBY

ELECTRICAL

CHLORINE

HEADWORKS

44'78'

36

'-8

"3

4'-8

"

71

'-4

"

24'48'-8"

122'

34

'-8

"6

'

49'-4"

AIR

COMPRESSOR

ELECTRICAL PANEL

(TYP.)

PRIMARY

DIGESTER

SECONDARY

DIGESTER

1

P5

122'

POLYMER

PLATFORM

1

P8

CONVEYOR

SCREW

PRESS

SLUDGE

FEED PUMP

0 2' 4' 6' 8' 10' 12' 14'

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P5MAIN TREATMENT BUILDING

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

1

P7

1

P6

38

'-2

"

39'-9"

32

'-2

"

21'-6"

15'-4"16'-4"

15

'-6

"

5'-4"

8'-11"

14

'

4

17

10

24

21

22

14

16

18

23

20

19

11 11

13

11

11

9

15

2

P6

9'-0

"

10

'-5

"

18'-3"

27

26

27

25

29

30

31

32

ELECTRICAL ROOM

33

12"

0 1' 2' 3' 4' 5' 6' 7'

40

1

35

2'-2

3

4

" 2'-2

3

8

" 6'-9

9

16

"

2'-1

1 2

"

VERIFY SPACING WITH SLUDGE PRESS EQUIPMENT

28

28

29

PROCESS NOTES:

CUT INTO EXISTING PIPE AND INSTALL FLANGE ADAPTER AND 6"x4" TEE

4"-90° VICTAULIC LONG RADIUS BEND

4" FLANGED PLUG VALVE

4" VICTAULIC D.I.P.

4"x4" WYE

4"x2

1

2

" REDUCER

CONSTRUCT UTILITY TRENCH TO PASS ELECTRICAL, WATER, AIR AND

POLYMER SUPPLY TO SCREW PRESS AND REACTION TANK. SEE DETAIL

6/P13.

4" QUICK CONNECT

4"-90° LONG RADIUS BASE ELBOW (SEE DETAIL 2/P11)

ACCESS PLATFORM, SEE STRUCTURAL FOR DETAILS

SLUDGE PRESS SUPPORT PIERS, SEE STRUCTURAL FOR DETAILS

ALIGN SLUDGE OUTLET OF REACTION TANK WITH SLUDGE INLET OF

PRESS CONNECT WITH

2

1

2

"Ø x 12" LONG SPOOL PIPE

CONCRETE COLUMN (SEE STRUCTURAL FOR DETAILS)

CAKE WAGON (BY ALLOWANCE SEE SPEC. 012113)

EXISTING COMPRESSED AIR SUPPLY

REACTION TANK

SLUDGE PRESS

CONVEYOR

EXISTING WATER SUPPLY

POLYMER MIXING SKID

REMOVE & SALVAGE EXISTING SUMP AND FLOATS TO THE OWNER.

INSTALL NEW PUMP AND FLOAT CONTROLS (SEE MECHANICAL FOR

DETAILS)

SUMP DISCHARGE TO HEADWORKS

55 GALLON POLYMER BULK STORAGE

4" DIP. FILTRATE DRAIN. INSTALL FLOOR DRAIN, P-TRAP AND SLOPE

1

4

"

PER FOOT TO SUMP. VERIFY LOCATION WITH EQUIPMENT LAYOUT

POLYMER INLET

2" REACTION TANK DRAIN. INSTALL 2" DRAIN PIPE WITH 2" AIR GAP

ABOVE FLOOR DRAIN. INSTALL FLOOR DRAIN, P-TRAP, WYE INTO

FILTRATE DRAIN PIPE AND SLOPE

1

4

" PER FOOT TO SUMP. VERIFY

LOCATION WITH EQUIPMENT LAYOUT.

WATER INLET

AIR INLET

INSTALL FLOOR DRAIN AND 2" DRAIN PIPE, P-TRAP, WYE INTO FILTRATE

DRAIN PIPE AND SLOPE

1

4

" PER FOOT TO SUMP. VERIFY LOCATION WITH

EQUIPMENT LAYOUT.

EXISTING 4" DRAIN TO SUMP BELOW FLOOR (FIELD VERIFY LOCATION)

EXISTING TRENCH DRAIN

EXISTING 6" SUPERNATANT BELOW FLOOR APPROXIMATE INV. EL. 75.0'

( FIELD VERIFY LOCATION)

MAKE-UP AIR UNIT. (SEE MECHANICAL FOR DETAILS)

CONCRETE PAD. (SEE STRUCTURAL FOR DETAILS)

CONVEYOR SWING RADIUS.

ANCHOR CONVEYOR PER MANUFACTURE RECOMMENDATIONS.

SEWAGE COMBINATION AIR VALVE. (SEE DETAIL 10/P12)

ROUT DISCHARGE DRAIN TO SUMP

2" BALL VALVE.

4" MAGNETIC FLOW METER. CONTRACTOR SHALL PROVIDE AN EXTRA 4"

D.I.P. SPOOL PIECE EQUAL LENGTH AS FLOW METER

1

2

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7

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P6

1

P6MAIN TREATMENT BUILDING SECTION

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

TOP OF FLOOR EL. 3380.0

4'-7"

8'-11"

6

7

8

9

4

4

4

2

2

14

16

12

17

18

24

11

11

13

3

2


SCALE: 1/2" = 1'-0"

1'

SQ.

1'-8"

SQ.


10

REMOVABLE HANDRAIL

(SEE STRUCTURAL FOR

DETAILS)

VERTICAL STEPS

WITH HANDRAIL

(SEE STRUCTURAL

FOR DETAILS)

ACCESS PLATFORM

(SEE STRUCTURAL

FOR DETAILS)

3

P6ACCESS PLATFORM

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

INV. EL. 3379.2

26

25

27

27

5

34

33

36

39

37

38

28

28

2

4

1

2

3'-6

"

(F

IE

LD

V

ER

IF

Y)

40

34


1

15

"

MIN

.

6"

MIN

.

3

PROCESS NOTES:




4" VICTAULIC D.I.P.

4"x4" WYE

4"x2

1

2

" REDUCER



6/P13.

4" QUICK CONNECT





PRESS CONNECT WITH

2

1

2





REACTION TANK

SLUDGE PRESS

CONVEYOR


POLYMER MIXING SKID



DETAILS)




1

4

"


POLYMER INLET




1

4



WATER INLET

AIR INLET



1

4


EQUIPMENT LAYOUT.











2" BALL VALVE.



1

2

3

4

5

6

7

8

9

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14

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21

22

23

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38

39

40

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1


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


SUMP EL. 3376.0 (FIELD VERIFY)

15

21

THERMOSTAT (RELOCATE

OUTSIDE OF NEW ELECTRICAL

ROOM. INCIDENTAL WORK)

CONSTRUCT ELECTRICAL ROOM

(SEE STRUCTURAL AND MECHANICAL

DRAWINGS)

EXISTING POTABLE WATER

REMOVE & RESET ABOVE

NEW ELECTRICAL ROOM

INSTALL EXHAUST FAN IN

LOCATION ACCESSIBLE ABOVE

NEW ELECTRICAL ROOM

(SEE MECHANICAL DRAWINGS)

12"

0 1' 2' 3' 4' 5' 6' 7'

PROCESS NOTES:




4" VICTAULIC D.I.P.

4"x4" WYE

4"x2

1

2

" REDUCER



6/P13.

4" QUICK CONNECT





PRESS CONNECT WITH

2

1

2





REACTION TANK

SLUDGE PRESS

CONVEYOR


POLYMER MIXING SKID



DETAILS)




1

4

"


POLYMER INLET




1

4



WATER INLET

AIR INLET



1

4


EQUIPMENT LAYOUT.











2" BALL VALVE.



1

2

3

4

5

6

7

8

9

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14

15

16

17

18

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33

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38

39

40

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P8DIGESTER BUILDING FLOOR PLAN

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

PRIMARY

DIGESTER

SECONDARY

DIGESTER

PROCESS NOTES:

6"x6" MJ. TEE (CUT IN)

6"-90° MJ. BEND

6" PLUG VALVE

6"x3" MJ. REDUCER

INSTALL NEW SEEPEX SLUDGE PUMP NO. 3

REMOVE EXISTING 6'-90° BEND.

INSTALL NEW 6"x6"x6" TEE.

CONNECT TO EXISTING PIPING.

PUMP BASE (FIELD VERIFY SIZE WITH PUMP

MANUFACTURE)

EXISTING SLUDGE PIPING

EXISTING SLUDGE PUMP NO. 1


DIGESTED SLUDGE TO TRUCK LOADOUT AND

NEW SLUDGE PRESS

SUPERNATANT TO WETWELL

RAW SLUDGE FROM PRIMARY & SECONDARY

CLARIFIERS

UNDERGROUND POWER

EXISTING PIPE SUPPORT

GENERAL NOTES:

CONTRACTOR SHALL FIELD VERIFY LOCATION OF

UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

1

2

3

4

5

6

7

8

9

13

14

12

11

10

1

P9

14

13

12

11

10

9

8

8

7

5

1

3

2.3

9'

7.5

4'

4.0

'

15

15

15

12"

0 2' 4' 6' 8' 10'

PHOTO 2/P10

PHOTO 1/P10

HOLLAND

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P9

1

P9SLUDGE CONTROL PUMP

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

PROCESS NOTES:

CUT INTO EXISTING PIPE AND INSTALL FLANGE

ADAPTOR AND 6"x6" TEE. COORDINATE WITH THE

OWNER TO LOWER SLUDGE LEVEL IN DIGESTER.

6"-90° BEND

6" PLUG VALVE

6"x3" REDUCER

INSTALL NEW SEEPEX SLUDGE PUMP NO. 3.

CONTRACTOR TO VERIFY PUMP INLET/OUTLET

FLANGE SIZE AND PROVIDE APPROPRIATE

FITTINGS. INCIDENTAL TO THE PROJECT.

REMOVE EXISTING 6'-90° BEND.

INSTALL NEW 6"x6"x6" TEE.

CONNECT TO EXISTING PIPING.

PUMP BASE (FIELD VERIFY SIZE WITH PUMP

MANUFACTURE). PUMP BASE SHALL BE

REINFORCED CONCRETE WITH #5 REBAR @ 12"

O.C. EACH WAY.

EXISTING SLUDGE PIPING



DIGESTED SLUDGE

SUPERNATANT

RAW SLUDGE FROM PRIMARY & SECONDARY

CLARIFIERS

UNDERGROUND POWER

2

1

2

"x3" REDUCER

GENERAL NOTES:

CONTRACTOR SHALL FIELD VERIFY LOCATION OF

UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

1

2

3

4

5

6

7

8

9

13

14

12

11

10

1

2

3

3

4

4

5

7

6

8

1.3'

7.6

4'

2.36'

ROOF


CL. EL. 3334.81

CL. EL. 3339.11

CL. EL. 3337.29

15

15

12" 6"

0 1' 2' 3'

HOLLAND

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P10

1

P10PIPE SECTION

SCALE: 3/16" = 1'-0"

2

P10PIPE SECTION

SCALE: 3/16" = 1'-0"

HOLLAND

11425

DAVID M.

4-28-17

HEAVY DUTY WELDED STEEL WALL BRACKET

EQUAL TO GRINNELL FIGURE 199 OR EQUAL - HOT

DIP GALVANIZE AFTER FABRICATION.

VARIES

4

5

°

WALL BRACKET PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT001

STAINLESS STEEL U-BOLT, NUTS, AND

WASHERS AS REQUIRED PER PIPE SIZE.

NOTE:

MORE THAN ONE PIPE MAY BE SUPPORTED

BY WALL BRACKET

MINIMUM 1/2" THICK BACK PLATE SIZED TO

DISTRIBUTE LOAD OVER THE WALL

STAINLESS STEEL ADHESIVE ANCHOR BOLT

AS RECOMMENDED BY BRACKET MFR (TYP)

VERIFY PIPE SIZE

BASE ELBOW (BASE TEE SIMILAR)

ANCHOR BOLTS AS SPECIFIED BY FITTING

MANUFACTURER

1" MINIMUM NON-SHRINK LEVELING GROUT

POURED CONCRETE SUPPORT PEDESTAL

HEIGHT AS REQUIRED

AS REQUIRED BY FITTING BASE

(12" SQUARE MINIMUM)

3/4" CHAMFER

ROUGHEN FLOOR

VE

RIF

Y

BASE BEND SUPPORT DETAIL

SCALE: NONE

PSUPT005

SEE STRUCTURAL FOR REINFORCING

VE

RIF

Y

BASE BEND SUPPORT DETAIL

SCALE: NONE

PSUPT004

ANCHOR BOLTS AS SPECIFIED BY THE FITTING

MANUFACTURER

FLANGED PIPE. DIAMETER TO BE COMPATIBLE

WITH BASE OF FITTING

(4) 1/2" STAINLESS STEEL ADHESIVE ANCHOR

BOLTS WITH 4 1/2" MINIMUM EMBEDMENT


BASE ELBOW (BASE TEE SIMILAR)

SUPPORT PIPE:

3" DIAMETER FOR 4"-12" PIPE



MAXIMUM SUPPORT SPACING = 10'-0"

VE

RIF

Y

BOLT 1/4" THICK SUPPORT PLATE DIRECTLY TO

PIPE FLANGE (TWO BOLTS MINIMUM)

LOWER SUPPORT PLATE:

9" DIAMETER OR SQUARE FOR 4"-12" PIPE


13-1/2" DIAMETER OR SQUARE FOR 18"+ PIPE


PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT009

VERIFY PIPE SIZE AND FLANGE BOLT HOLE

CIRCLE DIAMETER

VERIFY PIPE SIZE

SUPPORT PIPE:




VE

RIF

Y

SECURE PIPE TO STAND WITH U-BOLT

MAXIMUM SUPPORT SPACING = 8-0" UNLESS

OTHERWISE NOTED






PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT014

ADJUSTABLE SADDLE PIPE SUPPORT WHICH

COMPLIES WITH MANFACTURERS

STANDARDIZATION SOCIETY SP-69 (TYPE 38)

VERIFY PIPE SIZE

SUPPORT PIPE:










VE

RIF

Y

ADJUSTABLE SADDLE PIPE SUPPORT WHICH

COMPLIES WITH MANFACTURERS

STANDARDIZATION SOCIETY SP-69 (TYPE 38)

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT002

VERIFY

3"

3"

3"

3"

3"

3"

CONCRETE WALL OR FLOOR

3"

3"

VERIFY PIPE DIAMETER

PIPE SUPPORT DETAIL

SCALE: NONE

PSUTP013

1/2" x 3" WIDE CARBON STEEL PIPE CLAMP

HOT DIP GALVANIZE AFTER FABRICATION

5/8" GALVANIZED BOLT, NUT AND WASHER

(TYPICAL)

5/8" STAINLESS STEEL ADHESIVE ANCHOR

BOLT WITH 5" MINIMUM EMBEDMENT (TYPICAL)

VARIES

VERIFY PIPE SIZE

NOTE:

VERIFY

MINIMUM 1/2"Ø 304 STAINLESS STEEL ADHESIVE

ANCHOR BOLTS, NUTS, AND WASHERS. MINIMUM

4-1/4" EMBEDMENT (TYPICAL)

IF INSTALLATION IS SUBMERGED, ALL MATERIALS

(EXCEPT PIPE) SHALL BE 304 STAINLESS STEEL OR

HOT DIPPED GALVANIZED STEEL

SOCKET CLAMP AND WASHER (GRINNEL FIGURE

594 AND 596 OR EQUIVALENT), 304 STAINLESS

STEEL BOLTS, NUTS, AND WASHERS. VERIFY

PIPE SIZE

WALL BRACKET (GRINNEL FIGURE 199 OR

EQUIVALENT) (TYPICAL OF 2) VERIFY SIZE

SIDE FRONT

VERTICAL PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT007

DRILL 3/4"Ø HOLE, FILL WITH EPOXY GROUT,

CONCRETE FLOOR

CONCRETE PIPE SUPPORT

3/4" CHAMFER ALL EDGES (TYPICAL)

CONCRETE PIPE SUPPORT

VERIFY PIPE SIZE

AND INSERT #5 DOWEL (TYPICAL)

3" (TYPICAL)

8"

(V

ER

IF

Y)

6"

120°

NOTE:

MAXIMUM SUPPORT SPACING = 10'-0" (UNLESS

OTHERWISE NOTED)

CONCRETE PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT003

5" 3"

PIP

E S

IZ

E +

6"

VARIES

CONCRETE WALL OR FLOOR

VERIFY PIPE SIZE

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT008

5/8"Ø 304 STAINLESS STEEL THREADED ROD

AND ROD COUPLING ANCHOR.

5/8"Ø 304 STAINLESS STEEL DOUBLE NUT

AND WASHERS.

3/16" THICK x 2" WIDE 304

STAINLESS STEEL FLAT BAR.

(2 PER ASSEMBLY)

VERIFY PIPE SIZE AND FLANGE DIAMETER

SUPPORT PIPE:





VE

RIF

Y

STEEL FLANGE CRADDLE WITH SEISMIC TABS

PROPERLY SIZED FOR FLANGE

120°






PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT010

GENERAL NOTES:

1. NOT ALL DETAILS SHOWN MAY BE USED ON

THIS PROJECT

2. DETAILS ARE NOT NECESSARY DRAWN TO

SCALE OR SHOWN IN CORRECT ORIENTATION.

3. CONTRACTOR SHALL VERIFY SIZES AND

MATERIALS BEFORE FABRICATION AND

INSTALLATION.

1

SD

P11

2

SD

P11

3

SD

P11

4

SD

P11

5

SD

P11

6

SD

P11

7

SD

P11

8

SD

P11

9

SD

P11

10

SD

P11

11

SD

P11 SHEET

PROJECT NUMBER

CHECKED / APPROVED

DATE

DRAWING TYPE

PREPARED BY

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PROJECT NO.CLIENT

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P05263-2015-000

P11

HOLLAND

11425

DAVID M.

4-28-17

ADJUSTABLE CLEVIS HANGER SIZED FOR PIPE

VERIFY PIPE SIZE AND ELEVATION

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT006

STAINLESS STEEL ADHESIVE ANCHOR BOLT

(TYPICAL OF 4 PER PLATE)

CONCRETE ROD ATTACHMENT PLATE SIZED FOR

PIPE LOADS - EQUAL TO GRINNEL FIGURE 52

EMBED 12" x 12" x 1/4" THICK STEEL PLATES INTO

DOUBLE TEE WEB - VERIFY LOCATIONS (TYPICAL

OF 2)

_____________ STEEL BEAM WELDED TO BEAM

(VERIFY LENGTH)

ADJUSTABLE CLEVIS HANGER AND SUPPORT ROD

SIZED FOR PIPE LOADS (TYPICAL)

STEEL CENTER LOAD BEAM CLAMP (TYPICAL)

VERIFY PIPE SIZE AND ELEVATION (TYPICAL)

SECTION A-A

A

A

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT011

12" x 12" x 1/4" STEEL PLATE (MINIMUM)

MINIMUM OF (4) 5/8" Ø STAINLESS STEEL BOLTS

AND WASHERS


ROD ATTACHMENT PLATE SIZED FOR PIPE LOADS

- EQUAL TO GRINNEL FIGURE 52

ADJUSTABLE CLEVIS HANGER AND ATTACHMENT

ROD SIZED FOR PIPE LOADS

PRECAST PLANK

VE

RIF

Y

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT012


SIZE RODS FOR PIPE SUPPORT AND LOADS

VERIFY

PIPE SUPPORT COMPONENTS SHALL BE HOT

DIPPED GALVANIZED AFTER FABRICATION (TYP)

(MAX DISTANCE = 4'-0")

CONCRETE INSERT ANVIL FIG 283 CB OR

EQUAL (TYPICAL)

NOTE:

WHEN USED WITH PVC OR FIBERGLASS PIPE,

PROVIDE STEEL SHIELD AROUND PIPE AT "U"

BOLT WITH LOOSE FIT. WRAP COPPER PIPE

WITH 2" STRAP OF RUBBER FABRIC

4x6.25 CHANNEL (LENGTH AS REQUIRED).

SPACE AT MAXIMUM 5'-0" ON CENTER UNLESS

OTHERWISE SHOWN ON DRAWINGS

"U" BOLT ANVIL FIG 137 OR EQUAL (TYPICAL)

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT026

CONCRETE INSERT-ANVIL FIG 282 OR EQUAL

LINKED EYE ROD (TYPICAL)


ADJUSTABLE CLEVIS FOR STEEL PIPE

- ANVIL FIG 260 OR EQUAL (TYPICAL)

ADJUSTABLE CLEVIS HANGER AND

ATTACHMENT ROD SIZED FOR PIPE LOADS

LOCK NUT AND WASHER

VE

RIF

Y

1/2" THICK x 4" SQUARE PLATE TACK WELDED

TO NUT

ADJUSTABLE CLEVIS FOR DUCTILE IRON PIPE -

ANVIL FIG 590 OR EQUAL (TYPICAL)

ADJUSTABLE CLEVIS FOR PVC, FIBERGLASS,

OR COPPER PIPE - ANVIL FIG 2669 OR EQUAL.

PROVIDE STEEL SHIELD AROUND PIPE AT

HANGER WITH LOOSE FIT. COPPER TUBES TO

HAVE 2" OF RUBBER FABRIC. (TYPICAL)

4"

FOR HANGER RODS 7/8"Ø AND LARGER AND

MINIMUM 8" THICK CONCRETE

FOR HANGER RODS 3/4"Ø AND SMALLER

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT028


SIZE RODS FOR PIPE SUPPORT AND LOADS

4" x 4" x 1/4" THICK TUBE STOCK

3-1/2" x 3-1/2" x 1/2" THICK PLATE (TYPICAL)

VERIFY

2" x 2" x 1/4" THICK x 4" LONG ANGLE WELDED TO

TUBE (TYPICAL)

PIPE SUPPORT COMPONENTS SHALL BE HOT

DIPPED GALVANIZED AFTER FABRICATION

ADJUSTABLE HANGER, ROD, AND ATTACHMENT

PLATE SIZED FOR PIPE LOADS (EQUAL TO

GRINNEL FIGURE 52) ATTACHED WITH (4) 1/2"Ø

STAINLESS STEEL ADHESIVE ANCHOR BOLTS

USED IN NEW OR EXISTING CONCRETE

CONSTRUCTION. GALVANIZED SUPPORT

INSERTS ALLOWED TO BE EMBEDDED IN NEW

CONCRETE CONSTRUCTION (ANVIL FIG 283 CB

OR EQUIVALENT).

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT025

PLUG VALVE BODY

PLUG VALVE IN CLOSED POSITION

PLUG VALVE IN OPEN POSITION

PLUG SHAFT

VERTICAL PIPE

FLO

W

PLUG VALVE VERTICAL INSTALLATION DETAIL

SCALE: NONE

PVALV007

INSTALL PLUG VALVE SO THAT PLUG SHAFT

BEARINGS ARE HORIZONTAL AND THE PLUG

ROTATES UP WHEN CLOSED

PLUG VALVE BODY

PLUG VALVE IN OPEN POSITION

PLUG VALVE IN CLOSED POSITION

PLUG SHAFT

HORIZONTAL PIPE

FLOW

PLUG VALVE HORIZONTAL INSTALLATION DETAIL

SCALE: NONE

PVALV006

INSTALL PLUG VALVE SO THAT PLUG SHAFT

BEARINGS ARE HORIZONTAL AND THE PLUG

ROTATES UP WHILE OPENING

VERIFY PIPE SIZES AND ELEVATIONS

UNITSTRUT "Z" FITTING OR EQUAL (TYPICAL)

GALVANIZED FRAMING SUPPORT - UNISTRUT

SERIES P-5500 OR EQUAL AT 5'-0" SPACING

UNLESS OTHERWISE NOTED ON DRAWINGS

PIPE CLAMPS UNISTRUT SERIES P-1100 OR

EQUAL. WHEN USED WITH PVC OR FIBERGLASS

PIPE PROVIDE STEEL SHIELD AROUND PIPE AT

CLAMP WITH LOOSE FIT. COPPER PIPE TO

HAVE 2" STRAP OF RUBBER FABRIC

WHERE LENGTH EXCEEDS 3'-0" PROVIDE

INTERMEDIATE SUPPORT AT MAXIMUM 3'-0" ON

CENTER (UNISTRUT P-5547 OR EQUAL)

3/4" GALVANIZED BOLTS IN SELF-DRILLING

CONCRETE ANCHORS (TYPICAL)

FACE OF WALL OR CEILING

PIPE SUPPORT DETAIL

SCALE: NONE

PSUPT027

ISOLATION VALVE (VERIFY SIZE)

DRAIN VALVE

SEWAGE LINE (VERIFY SIZE AND FLOW RATES)

SEWAGE AIR RELEASE VALVE DETAIL

SCALE: NONE

PVALV005

VALVE SIZES 3" AND SMALLER SHALL HAVE

FULL SIZE NPT INLETS AND OUTLETS EQUAL

TO THE NOMINAL VALVE SIZE. VALVE SIZES 4"

AND LARGER SHALL HAVE BOLTED FLANGES

AND PROTECTIVE HOODS TO PREVENT DEBRIS

FROM ENTERING THE VALVE.

BACKWASH ACCESSORIES (BLOW-OFF VALVE,

CLEAN WATER INLET VALVE, RUBBER SUPPLY

HOSE, AND QUICK DISCONNECT COUPLINGS)

SEWAGE AIR VALVE (SIZED FOR PIPE SIZE

AND MAXIMUM FLOW RATE)

TAP PIPING SYSTEM AT HIGH POINT FOR AIR

VALVE INLET PIPE (VERIFY SIZE)

GENERAL NOTES:


THIS PROJECT





INSTALLATION.

1

SD

P12

2

SD

P12

3

SD

P12

4

SD

P12

5

SD

P12

6

SD

P12

7

SD

P12

8

SD

P12

9

SD

P12 SHEET

PROJECT NUMBER

CHECKED / APPROVED

DATE

DRAWING TYPE

PREPARED BY

of

PROJECT NO.CLIENT

SY

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HOLLAND

11425

DAVID M.

4-28-17

EQUIPMENT MOUNTING FRAME

1" MINIMUM NON-SHRINK GROUT

3/4" CHAMFER (TYP)

DRILL HOLE WITH CARBIDE TIPPED BIT USING A

HAMMER DRILL (1/4" LARGER THAN BOLT

DIAMETER AND 15 BOLT DIAMETERS DEEP)

CLEAN HOLE AND FILL WITH EPOXY RESIN.

INSERT ANCHOR BOLT SLOWLY WHILE

TWISTING IT INTO THE HOLE.

ANNULAR SPACE SHALL BE COMPLETELY

FILLED WITH ADHESIVE WHEN BOLT IS

FULLY EMBEDDED.

DO NOT LOAD OR DISTURB ANCHOR BOLT

UNTIL ADHESIVE IS CURED.

3"

EQUIPMENT BASE DETAIL

SCALE: NONE

PEQPM002

CONCRETE EQUIPMENT BASE (SIZE VAIRES)

6" MINIMUM THICKNESS (SEE STRUCTURAL

DRAWINGS FOR REINFORCEMENT)

ANCHOR BOLTS AS SPECIFIED BY EQUIPMENT

MANUFACTURER (VERIFY LOCATIONS)

NOTE:

ANCHOR BOLTS OF SIZE, EMBEDMENT, AND TYPE

PER MFR RECOMMENDATIONS FOR EQUIPMENT

WEIGHTS AND FLOOR CONSTRUCTION

OUTER LIMITS OF EQUIPMENT

1/4" SMOOTH ALUMINUM PLATE FOR MOUNTING

EQUIPMENT. 1/2" RADIUS ON CORNERS AND ALL

EDGES FILED SMOOTH.

UNISTRUT P1000 CHANNEL WITH CLOSURE STRIPS

AND END CAPS (TYPICAL)

PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL

STRUTS AND BASES AS REQUIRED TO PROPERLY

SUPPORT LARGER EQUIPMENT. MAXIMUM

SPACING OF VERTICAL IS 3'-0"

NOTE:

"W" = EQUIPMENT SIZE + 4"

"H" = EQUIPMENT SIZE + 4"

3'-9"

UN

LE

SS

O

TH

ER

WIS

E N

OT

ED

"H

"

"W"

3"(T

YP

)

FLOOR/WORKING SURFACE (MATERIAL VARIES)

WALL MOUNTED EQUIPMENT PANEL DETAIL

SCALE: NONE

PEQOM016

NOTE:

ANCHOR BOLTS OF SIZE, EMBEDMENT, AND TYPE

PER MFR RECOMMENDATIONS FOR EQUIPMENT

WEIGHTS AND FLOOR CONSTRUCTION

OUTER LIMITS OF EQUIPMENT

1/4" SMOOTH ALUMINUM PLATE FOR MOUNTING

EQUIPMENT. 1/2" RADIUS ON CORNERS AND ALL

EDGES FILED SMOOTH.

UNISTRUT P1000 CHANNEL WITH CLOSURE STRIPS

AND END CAPS (TYPICAL)

PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL

STRUTS AND BASES AS REQUIRED TO PROPERLY

SUPPORT LARGER EQUIPMENT. MAXIMUM

SPACING OF VERTICAL IS 3'-0"

NOTE:

"W" = EQUIPMENT SIZE + 4"

"H" = EQUIPMENT SIZE + 4"

UNISTRUT P-2072A POST BASE

STAINLESS STEEL ANCHOR BOLT (TYPICAL) (SEE

NOTE)

1" MIN GROUT PAD (TYPICAL)

3'-9"

UN

LE

SS

O

TH

ER

WIS

E N

OT

ED

"H

"

"W"

FLOOR MOUNTED EQUIPMENT PANEL DETAIL

SCALE: NONE

PEQPM015

EXISTING SUMP DETAIL

SCALE: NONE

PPIPE039

EXISTING SUMP PUMP

4" W

F.F. EL. 80.0

4" DIP. FILTRATE DRAIN

CUT INTO CONCRETE

AND INSTALLED BELOW

FLOOR

PIPE CONNECTION TO

EXISTING SUMP (SEE

DETAIL 5/P13)

PUMP "OFF"

PUMP "ON"

HIGH WATER

ALARM

FLOAT SWITCHES

& STAND

EXISTING SUMP. INSTALL NEW

PUMP AND FLOAT CONTROLS

(SEE MECHANICAL FOR DETAILS)

VERIFY PIPE SIZE

EXISTING OR PROPOSED CONCRETE WALL

(VERIFY THICKNESS)

DIAMETER OF CORE DRILLED HOLE AS

RECOMMENDED BY SEAL MANUFACTURER

DOUBLE HYDROSTATIC SEAL EQUAL TO

"LINK SEAL" BY THUNDERLINE CORPORATION

CORE DRILLED PIPE PENETRATION DETAIL

SCALE: NONE

PIPE006

1

2

" THICK REMOVABLE

COVER PLATE

2"x

1

4

" FRP ANGLE FRAME

NEOPRENE GASKET BETWEEN

WALL AND FRP FRAME

SEE STRUCTURAL

FOR REBAR

ANCHOR BOLT (TYP.)

2"x

1

4

" FRP ANGLE FRAME

1

2

" THICK REMOVABLE

COVER PLATE

2"x

1

4

" FRP ANGLE FRAME

1

4

" THICK TRENCH DIVIDER

PLATE EPOXIED AND BOLTED TO

ANGLE FRAME

1

2

" THICK REMOVABLE

COVER PLATE

2"x

1

4

" FRP ANGLE FRAME

ANCHOR BOLT (TYP.)

2"x

1

4

" FRP ANGLE FRAME

1

4

" THICK TRENCH DIVIDER

PLATE EPOXIED AND BOLTED

TO ANGLE FRAME

ELECTRICAL

8

P13

7

P13

UTILITY TRENCH DETAIL

SCALE: 1" = 1'-0"

PPIPE014

PLAN VIEW

PPIPE014

SECTION

PPIPE014

SECTION

PPIPE014

WATER/AIR/POLYMER

SEE STRUCTURAL

FOR REBAR

SUPPORT GRATING BY ANGLE CAST

INTO CONCRETE

GENERAL NOTES:


THIS PROJECT





INSTALLATION.

1

SD

P13

2

SD

P13

3

SD

P13

SHEET

PROJECT NUMBER

CHECKED / APPROVED

DATE

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BY ANGLE CAST

INTO CONCRETE

1

2

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COVER PLATE

HOLLAND

11425

DAVID M.

4-28-17

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DRAWING

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P05263-2015-000

APRIL 2017

KRP

PGM

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E1Advanced Engineering and Environmental Services, Inc. l 1560 Concourse Dr Rapid City, SD 57703 l (t) 605-341-7800 (f) 605-341-7864 l www.ae2s.com

CONDUIT SIZE & TYPE

CONDUCTOR SIZE OR TYPE

QUANTITY OF CONDUCTORS

2 - 1/C - #12 - 3/4"

NUMBER OF CABLES

PER CABLE

DEVICE MOUNTED IN FIELD

CONTROL CENTER (MCC)

DEVICE MOUNTED IN MOTOR

THERMAL OVERLOAD TRIP UNITS

REFER TO CABLE & CONDUIT SCHEDULE(s)

ANTENNA

DUCT DETECTOR REMOTE

INDICATOR

DUCT SMOKE DETECTOR

SMOKE DETECTOR

HEAT DETECTOR R=RATE OF RISE,

135°=FIXED RATE MP=MOISTURE

AND DUST PROOF C=COMBINATION

PULL STATION

FIRE ALARM HORN ONLY

STROBE ONLY (NUMBER INDICATES

CANDELA RATING)

FIRE HORN/STROBE (NUMBER

INDICATES CANDELA RATING.)

OTHER ALARM HORN/STROBE

(NUMBER INDICATES CANDELA

RATING.)

MAGNETIC DOOR HOLDER

FIRE SPRINKLER TAMPER SWITCH

FIRE SPRINKLER FLOW SWITCH

DRY SYSTEM PRESSURE SWITCH

CIRCUIT LEGEND

GROUND CONNECTION

CHASSIS CONNECTION

INDICATING LIGHT - LETTER

DENOTES COLOR

(P.T.T. = PUSH TO TEST)

*

GROUND ROD

LIGHTNING ARRESTOR

VS

CONTROL OR INSTRUMENT SWITCH -

LETTERS DENOTES FUNCTION

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER - DRAW

OUT TYPE WITH PRIMARY FUSES

CONTROL STATIONCS

INSTRUMENT - LETTER

DENOTES TYPE

AM

MOTOR CIRCUIT

PROTECTOR (MCP)

MOLDED CASE

CIRCUIT BREAKER

ONE-LINE DIAGRAM AND SCHEMATIC SYMBOLS

SURGE CAPACITOR

CONTROL OR POTENTIAL

TRANSFORMER

POWER FACTOR CAPACITOR WITH

FUSING AND INDICATING LIGHTS

I

F

S

S

H

15

15

15

V

FL

D

PS

EXISTING DEVICE TO BE REMOVED

'E' INDICATES EXISTING DEVICE TO

REMAIN

MAGNETIC DOOR SWITCH

SECURITY KEYPAD

CARD READER (PROXIMITY TYPE)

ELECTRIC DOOR STRIKE

INTERCOM STATION

REQUEST TO EXIT

PAGING SYSTEM HORN

PAGING SYSTEM SPEAKER

FIRE ALARM CONTROL PANEL

FIRE ALARM REMOTE

ANNUNCIATOR PANEL

TELEPHONE OUTLET 'W' INDICATES

WALL MOUNT AT +48''

DATA OUTLET

TELEPHONE/DATA OUTLET

SECURITY CAMERA

WIRELESS ACCESS POINT (WAP)

E

KP

S

S

DS

CR

ES

IC

P

FACP

FAAP

COMMUNICATION/SECURITY/FIRE PROTECTION SYMBOLS

CIRCUIT DESIGNATOR

C9999

PRESS TO TEST LAMP -

LETTER DENOTES COLOR

OPERATING COIL, LETTER OR

NUMBER DENOTES DEVICE

RTM

52 M

ENERGIZED TIMER

CONTROL - N.C. N.O.

PUSHBUTTON

CONTACT ON, OFF

DE-ENERGIZED TIMER

CONTROL - N.C. N.O.

DOUBLE CIRCUIT

PUSHBUTTON SWITCH

TEMPERATURE SWITCH -

N.C., N.O.

FLOW SWITCH - N.C., N.O.

LIQUID LEVEL SWITCH -

N.C., N.O.

R

OFF

RUN

AUTO

30A

FUSE - NUMBER

DENOTES RATING

SELECTOR SWITCH

TORQUE SWITCH - N.C., N.O.

CIRCUIT BREAKER

MAGNETIC TRIP

THERMAL TRIP

RUNNING TIME METER

CONTACT - N.C., N.O.

PRESSURE SWITCH - N.C., N.O.

LIMIT SWITCH - N.C., N.O.

DISCONNECT SWITCH

R

P.T.T.

20

MOTOR

(NUMBER DENOTES HP)

(TS = THERMAL SWITCH)

TS20

SENSOR20

MOTOR

(NUMBER DENOTES HP)

MOTOR

(NUMBER DENOTES HP)

(SENSOR = SEAL FAIL)

GENERATOR

FUSED DISCONNECT SWITCH

GROUND/NEUTRAL

LINE REACTOR

DRAW-OUT CIRCUIT BREAKER

HEATER

WALL MOUNTED/CEILING EXIT

LIGHT - LETTER & NUMBER SIMILAR

TO HID OR INCANDESCENT

FIXTURE, SHADING DENOTE

FACE(S) AND ARROW(S) IF

REQUIRED

WALL/CEILING MOUNTED

FLUORESCENT/INDUCTION/LED

FIXTURE - CAPITAL LETTER

DENOTES TYPE, NUMBER DENOTES

CIRCUIT, SMALL LETTER DENOTES

SWITCH LEG. 'E' INDICATES

EXISTING.

WALL MOUNTED/CEILING/HUNG

LINEAR FIXTURES - LETTERS &

NUMBERS SIMILAR TO FIXTURES

ABOVE. 'E' INDICATES EXISTING.

HALF SOLID FIXTURE INDICATES

FIXTURE IS ON AN EMERGENCY OR

UNSWITCHED LIGHTING CIRCUIT.

NUMBER DENOTES DUPLEX

CONVENIENCE OUTLET - CIRCUIT,

INCHES DENOTE MOUNTING

HEIGHT IF OTHER THAN NORMAL,

LETTERS SPECIFY OTHER

CONDITIONS ie: WP, DP, OR GFI.

GFCI RECEPTACLE.

ABOVE COUNTER RECEPTACLE

FLOOR MOUNTED RECEPTACLE

GFI

WP

24''

A/1 d A/1 d

X/1X/1

A/1 d A/1

E

E

3

a

PS

J J

T

DOUBLE DUPLEX RECEPTACLE

SPECIAL PURPOSE RECEPTACLE

JUNCTION BOX-CEILING/WALL

MOUNTED

MECHANICAL THERMOSTAT

PHOTO SENSOR

SWITCH-NO MARKING IS SINGLE

POLE, 2 IS DOUBLE POLE, 3 IS

3-WAY, 4 IS 4-WAY

MOTOR

CIRCUITRY - EXPOSED, SURFACE

MOUNTED

CIRCUITRY - BELOW GRADE OR

FLOOR

CIRCUITRY - CONCEALED IN

STRUCTURE

GROUND

EXISTING LIGHT OR DEVICE TO BE

REMOVED

PUSHBUTTON CONTROL STATION

DISCONNECT SWITCH

ACROSS THE LINE STARTER

DEVICE SYMBOLS

RE

NUMERALS INDICATE CIRCUIT NUMBER

'C' PREFIX INDICATES THE CIRCUITS

CONDUIT CONTAINS OTHER

CIRCUITS, OR IS AN EMPTY CONDUIT.

LEADER ADDED FOR CLARITY WHEN SHOWN

ELECTRICAL ABBREVIATIONS

A AMPERES LIT LEVEL INDICATING TRANSMITTER

AC

ABOVE COUNTER (VERIFY HEIGHT)

LT LIGHT

ACK ACKNOWLEDGE LMF LIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUIT

A.F.F. ABOVE FINISHED FLOOR

AM AMMMETER M MOTOR STARTER OPERATING COIL

ANN ANNUNCIATOR MAX MAXIMUM

AS AMMETER SWITCH MCM THOUSAND CIRCULAR MILS

AWG AMERICAN WIRE GAGE MCP MOTOR CIRCUIT PROTECTOR

MECH MECHANICAL

BKR BREAKER MFR MANUFACTURER

BLDG BUILDING MH METAL HALIDE

MIN MINUTE OR MINIMUM

CKT CIRCUIT MTD MOUNTED

℄ CENTER LINE

CO CONVENIENCE OUTLET NF NON-FUSED

CONN CONNECTIONS NC NORMALLY CLOSED

CONTR CONTRACTOR NO NORMALLY OPEN

CP CONTROL PANEL NTC NOT CONNECTED

CPT CONTROL POWER TRANSFORMER

CS CONTROL STATION

OL(S) OVERLOAD RELAY CONTACT(S)

CT CURRENT TRANSFORMER

PF POWER FACTOR

DE DUAL ELEMENT PVC POLYVINYLCHLORIDE CONDUIT

DISC DISCONNECT

DP DAMP PROOF REQ'D REQUIRED

RS RIGID STEEL CONDUIT

EC ELECTRICAL CONTRACTOR RTM RUNNING TIME METER

ELEC ELECTRICAL

EMT ELECTRICAL METALLIC TUBING SDBC SOFT DRAWN BARE COPPER

EP EXPLOSION PROOF SDS SPECIFIED IN OTHER DIVISION OF SPECIFICATIONS

EQUIP EQUIPMENT SE SERVICE ENTRANCE

SEC SECOND OR SECONDARY

F&I FURNISH AND INSTALL SIG SIGNAL

FU FUSE OR FUSIBLE SOL Vv SOLENOID VALVE

SP SINGLE POLE

GFI GROUND FAULT INTERRUPTER SPECS SPECIFICATIONS

GND GROUND SSNR ''SOFT START'' NON-REVERSING SWITCH

GRS GALVANIZED RIGID STEEL CONDUIT SSR SW ''SOFT START'' REVERSING SWITCH

SUSE SUITABLE FOR USE AS SERVICE ENTRANCE

HD HEAVY DUTY

HH HANDHOLE TD TIME DELAY

H/R HAND/REMOTE TEMP TEMPERATURE

HOA HAND-OFF-AUTO TSTAT THERMOSTAT

HOL HAND-OFF-LOCAL

HP HORSEPOWER UH UNIT HEATER

HPS HIGH PRESSURE SODIUM

HS HAND SWITCH V VOLTS

HTR HEATER VFD VARIABLE FREQUENCY DRIVE

HZ

HERTZ (CYCLES/SECOND)

VM VOLTMETER

VS VOLTMETER SWITCH

IMC INTERMEDIATE METAL CONDUIT Vv VALVE

INCAND INCANDESCENT

IND INDICATION OR INDICATOR W WATTS OR WIRE

W/ WITH

JB JUNCTION BOX WHM WATTHOUR METER

WM WATT METER

KVA KILOVOLT-AMPERES WW WIREWAY

KVAR KILOVOLT-AMPERES REACTIVE WP WEATHERPROOF

KW KILOWATTS

XFMR TRANSFORMER

GENERAL NOTES

1. PLANT MUST REMAIN IN VIRTUALLY CONTINUOUS

OPERATION DURING CONSTRUCTION. COORDINATE

SEQUENCING, SWITCHOVERS, AND SHORT DOWNTIME

PERIODS WITH LOCAL UTILITY COMPANY, THE OWNER,

AND THE ENGINEER DURING CONSTRUCTION

2. COORDINATE THE INSTALLATION OF ALL BELOW-GRADE

AND CAST-IN-PLACE CIRCUITRY WITH OTHER TRADES.

3. CONTRACTOR SHALL RETURN ALL DISTURBED

SURFACES AND SOILS TO ORIGINAL OR

PRE-CONSTRUCTION CONDITION UNLESS

SPECIFICALLY INDICATED OTHERWISE.

4. CONTRACTOR SHALL LOCATE OR SHALL HAVE THE

SERVING UTILITIES LOCATE ALL UNDERGROUND CABLE,

CONDUITS, PIPING, UTILITIES, ETC., PRIOR TO

COMMENCING CONSTRUCTION (UNDERGROUND

EXCAVATION). CONTRACTOR SHALL BE RESPONSIBLE

FOR THE REPAIR OF ANY DAMAGES DUE TO

CONSTRUCTION ACTIVITIES.

5. EXISTING AND/OR NEW UNDERGROUND CONDUITS,

DUCTBANK, AND OTHER CIRCUITRY SHOWN ON THE

PLANS ARE INTENDED TO BE DIAGRAMMATIC IN

NATURE. CONTRACTOR IS RESPONSIBLE FOR FIELD

CONFIRMING ALL CIRCUITRY AND ROUTING.

6. CORE DRILL EXISTING STRUCTURES AS REQUIRED FOR

NEW CONDUIT INSTALLATIONS. PATCH AROUND

PENETRATIONS WITH NON-SHRINK GROUT AND PAINT

TO MATCH SURROUNDING SURFACES WHERE

APPLICABLE.

7. REFER TO EXISTING ELECTRICAL DRAWINGS FOR SITE

PLAN DETAILS/CIRCUITRY.

8. SCHEDULE 80 PVC CONDUIT IS ALLOWED

UNDERGROUND FOR NON-VFD AND NON-SIGNAL

CIRCUITS. TRANSITION TO RIGID STEEL CONDUIT

BEFORE EXPOSING ABOVE GRADE.

9. FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTE

CONDUIT ON BUILDING EXTERIOR UNLESS NOTED

OTHERWISE.

10. SEE STRUCTURAL, MECHANICAL, AND PROCESS

DRAWINGS FOR EXACT EQUIPMENT, PIPING, AND

BUILDING LAYOUTS.

11. ALL CONDUCTORS ARE TO BE COPPER.

12. PROVIDE AS BUILT DRAWINGS. DRAWINGS SHALL BE

NEAT AND LEGIBLE.

13. COORDINATE ELECTRICAL WORK WITH OTHER TRADES.

14. PROVIDE PANEL SCHEDULES FOR ALL NEW AND/OR

MODIFIED PANELS. SCHEDULES SHALL BE TYPED.

15. ANY ELECTRICAL BOX THAT BECOMES ABANDONED

DURING THE COURSE OF THE PROJECT SHALL HAVE A

BLANK COVERPLATE.

16. WHERE OTHER ELECTRICAL DEVICES ARE LOCATED

ADJACENT TO LIGHT SWITCHES, MOUNT ALL DEVICES

AT THE SAME CENTER LINE ELEVATION. WHERE

ELECTRICAL DEVICES ARE NOT LOCATED ADJACENT TO

LIGHT SWITCHES, MOUNT DEVICES AT 48'' A.F.F.,

UNLESS NOTED OTHERWISE.

17. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN

FIELD PRIOR TO COMMENCEMENT OF WORK.

18. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER

MANUFACTURER'S APPROVED WIRING DIAGRAMS,

DETAILS, AND INSTRUCTIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE

MATERIALS AND EQUIPMENT COMPATIBLE WITH

EQUIPMENT ACTUALLY SUPPLIED.

19. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A

PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL

JUNCTION, PULL, AND TERMINATION POINTS, USING

PERMANENT METALLIC TAGS. TAG SHALL INDICATE

INTENDED USE OF CONDUIT, ORIGINATION, AND

TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT.

20. IT IS THE INTENT OF THESE DRAWINGS AND

SPECIFICATIONS TO ESTABLISH A STANDARD OF

QUALITY. THE ENGINEER RESERVES THE RIGHT TO

APPROVE METHODS AND MATERIALS NOT REFLECTED

HEREIN.

21. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND

VERIFY THAT CONDITIONS ARE AS INDICATED.

CONTRACTOR SHALL INCLUDE IN THEIR BID, COSTS

REQUIRED TO MAKE HIS WORK MEET EXISTING

CONDITIONS.

22. WORK SHALL BE PERFORMED IN A WORKMANLIKE

MANNER TO THE SATISFACTION OF THE ENGINEER.

23. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM

TO THE LATEST EDITIONS OF LOCAL, STATE, AND

NATIONAL CODES AND ORDINANCES.

24. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE

FURNISHED BY OTHERS PRIOR TO ROUGH-IN.

25. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.

IF TESTS SHOW THAT WORK IS DEFECTIVE,

CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY

AT NO COST TO OWNER.

26. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND

READY FOR CONTINUOUS OPERATION. LIGHTS,

SWITCHES, RECEPTACLES, MOTORS ETC. SHALL BE

CONNECTED AND OPERABLE.

27. ALL CONDUIT IS TO BE RIGID ALUMINUM WITH CAST

ALUMINUM STYLE BOXES UNLESS INDICATED

OTHERWISE. MAKE FINAL EQUIPMENT CONNECTIONS

USING LIQUID-TIGHT METALLIC FLEX.

28. ALL LIGHTING AND RECEPTACLE CIRCUITRY

CONDUCTOR QUANTITY AND CONDUIT IS THE

RESPONSIBILITY OF THE CONTRACTOR. LIGHTING

CIRCUITRY IS TO BE A MINIMUM OF #12AWG COPPER IN

3/4'' CONDUIT, QUANTITY AS REQUIRED.

S

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9055

DAMON M.

CHMELA

4-28-17

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DATE

DRAWING TYPE

PREPARED BY

/

PROJECT NO.CLIENT

DRAWING

DMC

000-00

P05263-2015-000

APRIL 2017

KRP

PGM

FINAL

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GENERAL NOTES

1. SEE SHEET E1 FOR GENERAL NOTES.

2. CONFIRM ALL CONDUIT ROUTING INDICATED.

ROUTINGS SHOWN ARE DIAGRAMMATIC IN NATURE.

3. SEE SHEET E5 FOR ADDITIONAL FIRE ALARM

EQUIPMENT.

CONSTRUCTION NOTES

PROVIDE NEW CIRCUIT BREAKER IN THE EXISTING

SQUARE D MODEL 4 MCC TO FEED THE NEW PP-E IN

THE NEW ELECTRICAL ROOM.

ROUTE CONDUIT THROUGH MECHANICAL ROOM. CORE

DRILL EXISTING STRUCTURE AS REQUIRED. ROUTE

CONDUIT OVERHEAD IN FALSE CEILING CAVITY WHERE

AVAILABLE.

ROUTE CONDUITS OVERHEAD TO EAST WALL, USE

EXISTING PIPE/CONDUIT SUPPORTS WHERE POSSIBLE.

CORE DRILL EXISTING CMU WALL FOR CONDUITS.

TRANSITION TO RMC BEFORE PASSING THROUGH WALL

AND ROUTE CONDUITS DOWN EXISTING EXTERIOR

WALL TO 30" BELOW GRADE, THEN INSTALL 90° ELBOW

AND TRANSITION TO SCH. 80 PVC CONDUIT.

MOUNT NEW FIRE ALARM CONTROL PANEL NEXT TO

THE FRONT DOOR WITH TOP AT 72" A.F.F. NOTE: FIRE

ALARM PANEL IS TO CONNECT VIA A CAT6 NETWORK

CONNECTION. COORDINATE ALL REQUIREMENTS WITH

FIRE ALARM SUPPLIER (28 30 00).

MOUNT COMBUSTIBLE GAS DETECTOR STROBE AT 72"

A.F.F. SEE 2/E5 AND 3/E5 FOR DETAILS (28 31 00).

PROVIDE A DESCRIPTIVE NAMEPLATE. STROBE TO BE

EQUAL TO ALLEN BRADLEY #855B NEMA 4X 120V

FLASHING LED WITH A RED LENS. STROBE TO FLASH ON

HIGH LEVEL COMBUSTIBLE GAS DETECTED. SEE DETAIL

4/E11.

FALSE CEILING LOCATED IN EXISTING OFFICE/CONTROL

ROOM AND ADMIN HALLWAY.

MOUNT NEW ADDRESSABLE FIRE ALARM DETECTORS

TO CEILING PER MANUFACTURER REQUIREMENTS. USE

MANUFACTURER RECOMMENDED CABLES, SEE 3/##

FOR INITIATION CIRCUIT DETAILS (28 31 00).

MOUNT ADDRESSABLE STROBE/HORN AT 96" A.F.F.

ACCORDING TO MANUFACTURER RECOMMENDATIONS

USING MANUFACTURER RECOMMENDED CABLE

(28 31 00).

MOUNT ADDRESSABLE PULL STATION AT 48" A.F.F.


USING MANUFACTURER RECOMMENDED CABLE

(28 31 00).

ROUTE CONDUIT TO EXISTING INTERNET MODEM FOR

THE FIRE ALARM SYSTEM. CONFIRM AND COORDINATE

MODEM LOCATION AND TIE-IN REQUIREMENTS WITH

OWNER.

1

2

3

4

5

6

7

8

9

10

N

H

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1

E2OVERALL FLOOR PLAN

0 4' 8' 12' 20'16'

1

EXISTING

MCC

4

PRIMARY

DIGESTER

SECONDARY

DIGESTER

HEADWORKS

CHLORINE

ELECTRICAL

OFFICE/CONTROL

LOBBY

LABORATORY

JAN. / MECH.

LOCKER RM

SLUDGE LOADING

3

OVERHEAD

SCH. 80 PVC (TYP.)

1

E3

DIGESTER

BUILDING

5

5

1

E7

4

E7

2

E7

20002

UNDERGROUND CIRCUITRY

SEE SHEET E3

EMT AND STAMPED STEEL BOXES PERMITTED

ONLY IN AREA INDICATED. TRANSITION TO RIGID

ALUMINUM WITH CAST ALUMINUM BOXES BEFORE

LEAVING THIS SPACE. ALL CONDUITS ENTERING

OR LEAVING THE NEW ELECTRICAL ROOM MUST

BE SEALED ACCORDING TO DETAIL 2/E11.

6

ADMIN HALLWAY

6

NEW ELEC.

ROOM

TRANSITION TO

BELOW GRADE

5

E7

3

E7

C1, D1, GROUP D

EXPLOSION PROOF AREA.

SEE SHEET E3.

2075

2076

FAS-FACP

FAS-FAP3

(BELOW STROBE/HORN)

9

FAS-SH38

S

H

FAS-FAE47

FAS-FAE57

S

FAS-FAE67

S

FAS-FAE77

~

102076

SEE SHEET E4 FOR

CONDUIT AND RACEWAY

REQUIREMENTS

9055

DAMON M.

CHMELA

4-28-17

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PREPARED BY

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PROJECT NO.CLIENT

DRAWING

DMC

000-00

P05263-2015-000

APRIL 2017

KRP

PGM

FINAL

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GENERAL NOTES


CONSTRUCTION NOTES

PROVIDE A 250V, 30A/3P, NF, HD, NEMA 7/9 EXPLOSION

PROOF DISCONNECT WITH DISCONNECT OPEN DRY

AUX OUTPUT CONTACT MOUNTED AT 48" A.F.F.

PROVIDE A LABEL THAT STATES "POWER FED FROM

SCREW PRESS PANEL IN THE SLUDGE LOAD OUT BAY

ELECTRICAL ROOM - MAIN BUILDING".

MOUNT RIGID ALUMINUM CONDUITS WITH STAINLESS

STEEL STRUT AND BRACKETS ALONG WEST WALL

OVERHEAD TO MOTOR DISCONNECT. ROUTE CONDUITS

OVERHEAD TO NEW SLUDGE PUMP No. 3. USE

EXPLOSION PROOF FLEXIBLE CONDUITS FOR FINAL

CONNECTIONS TO THE MOTOR. PROVIDE SEAL-OFFS

PER NEC 501.

SAW CUT AND REMOVE EXISTING SIDEWALK AND

INSTALL HANDHOLE ON A BED OF GRAVEL. SEE DETAIL

1/E11. SLOPE ALL CONDUITS TOWARD HANDHOLE TO

DRAIN ANY WATER TO THE GRAVEL BED BELOW.

MAINTAIN A 4"/12" SLOPE FROM THE DIGESTER

BUILDING. 1"/12" IS SUFFICIENT FROM THE MAIN

TREATMENT BUILDING. REPLACE SIDEWALK AROUND

HANDHOLE TO MATCH EXISTING. PROVIDE METAL

BARRIER AROUND THE INTRINSICALLY SAFE CIRCUITRY

TO ISOLATE IT FROM THE POWER CIRCUITRY. DRIVE A

5/8"x10" COPPER CLAD STEEL GROUND ROD INSIDE THE

HANDHOLE TO GROUND THE METAL BARRIER.

REPLACE ENTIRE UNDERGROUND PORTION OF

EXISTING 1'' CONDUIT (CONFIRM) FROM MAIN

TREATMENT BUILDING TO DIGESTER BUILDING WITH

SCH. 80 PVC. CONDUCTORS ARE INTENDED TO BE

REUSED AFTER PULLING THEM BACK TO REPLACE THE

CONDUIT IF FOUND TO BE IN GOOD CONDITION. ROUTE

NEW CONDUIT THROUGH THE NEW AT-GRADE HAND

HOLE.

CONTRACTOR TO REPAIR EXISTING GUTTER

OVERHEAD THAT HAS HOLES PRESENT.

REMOVE AND REINSTALL EXISTING LOOSE BRICK

PAVERS AS REQUIRED FOR NEW UNDERGROUND

CONDUIT INSTALLATION.

PROVIDE CONDUIT SEAL-OFFS BEFORE LEAVING

BUILDING. NO COUPLINGS OR UNIONS BETWEEN

SEAL-OFFS AND THE BUILDING WALL, PER NEC.

SLUDGE LOADING AREA IS UNCLASSIFIED DUE TO

INSTALLED VENTILATION SYSTEMS, BUT IS STILL TO BE

CONSIDERED A WET/CORROSIVE AREA. USE RIGID

ALUMINUM CONDUIT WITH CAST ALUMINUM BOXES OR

PORTABLE, EXTRA HARD SERVICE CORD WITH PVC

CABLE SLEEVES WITH ALL STAINLESS STEEL

HARDWARE.

REPLACE EXISTING EXPOSED REMAINING PORTION OF

CIRCUIT THAT USES PVC WATER PIPE AS ELECTRICAL

CONDUIT WITH 1'' SCH. 80 PVC ELECTRICAL CONDUIT

ASSUME 100' OF CONDUIT FOR BIDDING PURPOSES.

INTENT IS TO DISCONNECT AND REUSE EXISTING

CONDUCTORS.

1

2

3

4

5

6

7

8

9

N

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1

E3

ENLARGED MAIN TREATMENT

AND DIGESTER BUILDING BELOW GRADE FLOOR PLAN

0 2' 4' 6' 8' 10' 12' 14'

EXISTING SLUDGE

PUMP No. 1

EXISTING SLUDGE

PUMP No. 2

1

3

2

PRIMARY

DIGESTER

SECONDARY

DIGESTER

SLUDGE LOADING

DIGESTER

BUILDING

LOWER LEVEL

1

E4

FROM

EXISTING

MCC

4

EXISTING

CONDUIT TO BE

REMOVED AND

REPLACED

4

E7

5

2000

2013

OTHER EXISTING

CONDUITS MAY

BE PRESENT-

COORDINATE/PROTECT

UP

EMT AND STAMPED STEEL BOXES PERMITTED

IN ELECTRICAL ROOM/ADMIN SPACE.

TRANSITION TO RIGID ALUMINUM AND CAST

ALUMINUM BOXES BEFORE LEAVING THE

ELECTRICAL ROOM. ALL CONDUITS ENTERING

OR LEAVING ELECTRICAL ROOM MUST BE

SEALED ACCORDING TO DETAIL 2/E11.

6

UNDERGROUND CIRCUITRY

5

E7

NEW ELEC.

ROOM

~

8

OVERHEAD

EXISTING

CONCRETE

3

E7

2

ENTIRE DIGESTER BUILDING TO BE RATED C1,

D1, GROUP D EXPLOSION PROOF AREA PER

NFPA 820. ALL ELECTRICAL INSTALLATION

MUST MEET NEC 500 AND 501 REQUIREMENTS.

7

TRANSITION TO

BELOW GRADE

CIRCUITRY

9

1

E5

2014

2007

3 NEW CONDUITS

(3 TOTAL)

(3 TOTAL)

(3 TOTAL)

2014

2007

NEW SLUDGE

PUMP No. 3 (SP-3)

2013

9055

DAMON M.

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GENERAL NOTES


CONSTRUCTION NOTES

CABLE TRENCH IN FLOOR SLAB. SEE 'S' SHEETS FOR

DETAILS. ROUTE EXTRA HARD SERVICE CORDS, TYPE

S00W TO BELOW THE WALKWAY VIA THE TRENCH.

EVERY 2'-0" ZIP TIE TOGETHER BUNDLES OF CABLES TO

MAINTAIN A NEAT AND CLEAN INSTALLATION.

PROBE PROVIDED WITH CONVEYOR AND MOUNTED BY

ELECTRICAL CONTRACTOR. ROUTE MANUFACTURER

PROVIDED CABLE BACK TO CONTROL BOX IN NEW

ELECTRICAL ROOM. WHERE EXPOSED ROUTE IN 3/4"

CONDUIT.

CONVEYOR SYSTEM MUST PIVOT 90° TO THE NORTH.

TO ACCOMMODATE THIS, PROVIDE 3'-0" OF SLACK IN

ALL CABLES BEING CONNECTED TO THE CONVEYOR AT

THE PIVOT POINT. THIS SHOULD ALLOW ENOUGH

SLACK FOR THE CONVEYOR TO FULLY PIVOT. NOTE:

THIS IS APPLICABLE TO ALL CABLES CONNECTED TO

THE CONVEYOR.

CABLE EMERGENCY STOP SWITCH. PROVIDED LOOSE

WITH CONVEYOR. ELECTRICAL CONTRACTOR TO

INSTALL AND ROUTE CABLES BACK TO THE CONVEYOR

STARTER/CONTROL PANEL.

JUNCTION BOX PROVIDED ON SCREW PRESS FRAME

CONFIRM EXACT LOCATION. ROUTE FIELD CABLES TO

JUNCTION BOX. NOTE: ALL CONNECTIONS TO THE

SCREW PRESS EQUIPMENT ARE MADE IN FACTORY

AND WIRED TO THE JUNCTION BOX WITH TERMINAL

BLOCKS FOR FIELD CONNECTIONS. SEE 1/E8 FOR

DETAILS.

ELECTRICAL CONTRACTOR TO PROVIDE A 12"x48"x6"D

NEMA 4X, CUSTOM ALUMINUM WIREWAY WITH

REMOVABLE SCREW COVER, POVOLNY SPECIALTIES,

OR EQUAL TO CONVERT FROM BUILDING WIRE TO

EXTRA HARD SERVICE CORD. USE CROUSE HINDS CGB

CORD GRIPS WHERE LEAVING THE WIREWAY.

WIREWAY FOR CONTROL CABLES AND MOTOR

FEEDERS. PROVIDE A REMOVABLE BENT ALUMINUM

SKIRT FROM THE WIREWAY TO THE TRENCH BELOW.

SEE DETAIL 2/E6.

ROUTE ALL SIGNAL CABLES NEXT TO THE WIREWAY.

CONVERT TO SCH. 80 PVC PRIOR TO ENTERING THE

TRENCH. INSTALL ALL SIGNAL CABLES IN CONDUIT TO

PROVIDE PROTECTION/SEPARATION FROM OTHER

CABLES IN TRENCH.

ROUTE EXTRA HARD SERVICE CORD ALONG FRAME TO

MAKE MOTOR CONNECTION. NOTE REQUIREMENTS IN

NOTE No. 3

SCREW PRESS MANUFACTURER PROVIDED CONTROL

PANEL. MOUNT WITH TOP AT 72" A.F.F.

CONVEYOR MOTOR STARTER/CONTROL PANEL

MOUNTED WITH TOP AT 72" A.F.F. SEE E10 FOR

DETAILS. PROVIDED BY CONTRACTOR.

120/208V, 3Ø POWER PANEL. SEE ONE-LINE FOR

DETAILS.

CONVEYOR MANUFACTURER PROVIDED CONTROL BOX

MOUNTED AT 60" A.F.F.

PIVOT PATH FOR CONVEYOR SYSTEM.

250V, 30A/3P HD, NF, NEMA 4X NON-METALLIC

DISCONNECT SWITCH WITH AUXILIARY CONTACTS TO

NOTIFY WHEN DISCONNECT IS OPEN. SEE DETAIL 2/E6.

COMBUSTIBLE GAS DETECTOR BY (40 91 00). MOUNT

ACCORDING TO DETAIL 3/E11. ROUTE OUTPUT

CONTACT TO JUNCTION BOX BELOW.

6''x6''x6'' NEMA 4X NON-METALLIC JUNCTION BOX.

PROVIDE 120 RELAY TO CONVERT DRY CONTACT

OUTPUT FROM CGD TO POWER STROBE LIGHTS. SEE

DETAIL 3/E11

CONVEYOR CONTROL STATION BY CONVEYOR

MANUFACTURER MOUNTED BY ELECTRICAL

CONTRACTOR TO PLATFORM RAILING AT 48'' A.F.F.

PROVIDE NAMEPLATE. PROVIDED BY CONVEYOR

MANUFACTURER.

GAS DETECTION ALARM STROBE. SEE CONSTRUCTION

NOTE 5 ON SHEET E2.

MAINTAINED E-STOP PROVIDED BY ELECTRICAL

CONTRACTOR WITH A RED MUSHROOM HEAD, TO BE

NEMA 4X. PROVIDE WITH LABEL AND MOUNT AT 48''

A.F.F.

MOUNT FIT ON A BENT ALUMINUM BACK PANEL AT 60''

A.F.F. SEE 4/E11 FOR DETAILS.

ROUTE FLOW METER CABLE AND CONDUIT OVERHEAD

UTILIZING EXISTING CONDUIT/PIPE SUPPORTS ON THE

EAST/WEST PORTION OF THE ROUTING TO THE EXTENT

POSSIBLE.

TRANSITION OUT OF CABLE TRENCH AS REQUIRED.

NOTCH OUT TRENCH COVER AS REQUIRED. RUN

OVERSIZED SCH. 80 PVC SLEEVES ALONG PLATFORM

SUPPORTS TRANSITION OUT OF SLEEVES AS REQUIRED

FOR EACH DEVICE.

MAGNETIC FLOW METER. (SEE 'P' SHEETS).

PRESSURE SWITCHES BY CONTRACTOR (40 91 00).

COORDINATE MOUNTING LOCATION WITH PRESS

MANUFACTURER.

PRESS EQUIPMENT AS INDICATED. SEE ONE-LINE

DIAGRAM.

COORDINATE CONDUIT ROUTING WITH OVERHEAD

LIGHT FIXTURES AND OTHER SYSTEMS.

PROVIDE A 12"x12"x6"D NEMA 12 PAINTED STEEL

HINGED FRONT DOOR JUNCTION BOX. MOUNT

SP-3-TSTAT INTRINSICALLY SAFE BARRIER INSIDE.

MOUNT MANUFACTURER PROVIDED THERMOSTAT

CONTROLLER TO DOOR. ROUTE NC OUTPUT TO SCREW

PRESS PANEL.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

N

H

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1

E4SLUDGE LOADING AREA FLOOR PLAN

12"

0 1' 2' 3' 4' 5' 6' 7'

1

SLUDGE LOADING

(SEE NOTE ABOVE)

~

TO DIGESTER

BUILDING. SEE E3.

NOTE: SLUDGE LOADING AREA SHALL BE

CONSIDERED A WET/CORROSIVE USAGE AREA.

USE RIGID ALUMINUM, CAST ALUMINUM BOXES,

AND STAINLESS STEEL HARDWARE AS DEFAULT

CONDUIT SYSTEM UNLESS INDICATED ELSEWHERE.

EMT AND STAMPED STEEL BOXES PERMITTED IN

AREA INDICATED ONLY. TRANSITION TO RIGID

ALUMINUM WITH CAST ALUMINUM BOXES BEFORE

LEAVING THE AREA INDICATED. ALL CONDUITS

ENTERING OR LEAVING NEW ELECTRICAL ROOM

MUST BE SEALED ACCORDING TO DETAIL 2/E11.

CONVEYOR

ZERO SPEED

CONTROL BOX

2011A

M-2

2030A

CONVEYOR

MOTOR

8

2019

JB-DU1

5

6 7

WIREWAY/SKIRT

BELOW

3

NOTE: WET/HARD USAGE AREA, USE

EXTRA HARD SERVICE CORD

ROUTED IN OPEN SCH. 80 PVC

SLEEVES TO EXTENT POSSIBLE

(TYPE S00W)

NOTE: POLYMER FEED SYSTEM DESIGN IS

BASED AROUND A TWO (2) POINT

CONNECTION TO THE CONTROL PANEL

(POWER AND ETHERNET CONTROL) AND

THE REST OF THE CONNECTIONS ON THE

SKID ARE MADE IN THE FACTORY.

2000

2026 12

CONVEYOR STARTER/

CONTROL PANEL

2028 10

PRESS CONTROL

PANEL

2005 9

2042

200914

201114

203014

2011C

2023

POLYMER FEED

SYSTEM

CONTROL PANEL

2025

CONVEYOR

ZERO SPEED

SWITCH (BELOW)

2

2009A

M-1

2009C

2035

CONVEYOR

CABLE

EMERGENCY

STOP

4

2007

13

2041

2044

CGD-1

15

2040

CGD-1-JB

(BELOW)

16

2043

UNDERGROUND

(3 CONDUITS)

OVERHEAD

(3 CONDUITS)

18

STROBE-1

2027

CS

NORTH E-STOP

2037 19

18

STROBE-2

CS 2036 17

~

2

E6

PP-E

2000 11

NEW

ELECTRICAL

ROOM

2032

DFP1-FIT

2058

2059

20

21

2057

DFP1-FE

23

2022

2069

2067

DFT1-PIT1

2072B

AC1-PSL1

DU1-PSL1

22

CONVERT TO RMC BEFORE PASSING

THROUGH EXTERIOR WALL. GROUT AROUND

ALL CONDUIT PENETRATIONS WITH NON

SHRINK GROUT. CONVERT TO PVC AFTER

BELOW GRADE BEND WHERE BELOW GRADE

CONDUIT IS PRESENT.

2072C

SP-3-TSTAT-JB

2013 27

26

2015

2014

25

25

25

24

24

PIVOT PATH

SE

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2013

EXISTING UNDERGROUND

CIRCUITRY

2072A

DFT1-PSH1

24

9055

DAMON M.

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GENERAL NOTES


2. SEE SHEET E2 FOR ADDITIONAL FIRE ALARM

EQUIPMENT.

CONSTRUCTION NOTES

LINEAR LED STRIP FIXTURE TO BE EQUAL TO LITHONIA

# VAP-400LM-FST-WD-MVOLT-40K-80CRI. MOUNT TO

CEILING. ROUTE POWER FROM NEW PP-E.

SEE 2/E7 FOR LIGHTING RELOCATION REQUIRED IN

THIS AREA.

250V, 30A/3P, NEMA 4X NON-METALLIC, HD, NF, ROTARY

DISCONNECT AT 60'' A.F.F. SEE SUMP SCHEMATIC 1/E11

FOR DETAILS. PROVIDE DESCRIPTIVE NAMEPLATE.

250V, 30A/2P, NEMA 4X NON-METALLIC, HD, NF,

DISCONNECT MOUNTED BELOW EDH-1 AT 60'' A.F.F. (OR

48'' ABOVE ROOF DECK). PROVIDE DESCRIPTIVE

NAMEPLATE.

ALL CONTROL/LOW VOLTAGE CABLE AND CONDUIT BY

MECHANICAL TEMPERATURE CONTROL CONTRACTOR.

ALL POWER CABLE AND CONDUIT BY ELECTRICAL

CONTRACTOR.

MOUNT ADDRESSABLE HEAT DETECTOR ON STEEL

CEILING RAFTERS ACCORDING TO MANUFACTURER

RECOMMENDATIONS USING MANUFACTURER

RECOMMENDED CABLE. USE A JUNCTION BOX AS

REQUIRED FOR MOUNTING (28 31 00)

MOUNT ADDRESSABLE STROBE/HORN AT 96'' A.F.F.


USING MANUFACTURER RECOMMENDED CABLE.

(28 31 00)

MOUNT ADDRESSABLE PULL STATION AT 48'' A.F.F.


USING MANUFACTURER RECOMMENDED CABLE.

(28 31 00)

SPU-1 EQUIPMENT BY MECHANICAL.

MAKE UP AIR UNIT BY DIV 23 WITH BUILT IN

DISCONNECT.

PROVIDED BY DIV 23 POWER WIRING BY DIV 26.

HP RATED TOGGLE SWITCH AT 48'' A.F.F. (OR ABOVE

ROOF DECK) TO DISCONNECT DAMPER MOTOR.

DIAGRAMMATIC IN NATURE, CONTRACTOR MAY ALTER

ROUTING AS REQUIRED.

1

2

3

4

5

6

7

8

9

10

11

12

13

N

H

RO

T

1

E5SLUDGE LOADING AREA LGP AND HVAC PLAN

12"

0 1' 2' 3' 4' 5' 6' 7'

SLUDGE LOADING

1

1

EXISTING

CONDENSING UNIT

NOTE: BOTH ELECTRICAL FANS

ARE LOCATED ABOVE THE ROOF

DECK OF THE ELECTRICAL ROOM.

2062

EDH-1

2047

EF-1

2048

EF-2

2052

SPU-1

2050

SPU-1-CP

2064

MAU-1 CP

2065

MAU-1

4 4

(BELOW)

2053

(3) FLOATS

SPU-1-LS

22

RECEPTACLE PROVIDED WITH

MAKE UP AIR UNIT, WIRED BY

ELECTRICAL CONTRACTOR

TO PP-E.

NEW

ELECTRICAL

ROOM

2054

2

2

E7

CONVERT TO RMC BEFORE PASSING

THROUGH EXTERIOR WALL. GROUT AROUND

ALL CONDUIT PENETRATIONS WITH NON

SHRINK GROUT. CONVERT TO PVC AFTER

BELOW GRADE BEND WHERE BELOW GRADE

CONDUIT IS PRESENT.

H

FAS-FAE36

F F

FAS-FAP2

(BELOW)

FAS-SH2

a

a

a

H

FAS-FAE26

H

FAS-FAE16

F

F

FAS-FAP1

FAS-SH1

F F

FAS-SH1 FAS-SH2

F

FAS-SH3

FACP

FAS-FACP

2

E5NOTIFICATION CIRCUIT SCHEMATIC

FACP

FAS-FACP

3

E5FIRE INITIATION CIRCUIT SCHEMATIC

FAS-FAE5

F

FAS-FAP1

F

FAS-FAP2

H

FAS-FAE6

H

FAS-FAE7

H F

FAS-FAP3

FAS-FAE1

H

FAS-FAE2

H

FAS-FAE3

H

FAS-FAE4

H

105

105

8

7

87

SPU-13

9

2078

MD-2

2077

MD-1

SE

E S

HE

ET

E

2

12 12

16

16

13

13

9055

DAMON M.

CHMELA

4-28-17

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DISCONNECTS SEE PLAN

AND ONE-LINE DIAGRAM

WIREWAY

WIREWAY - TRANSITION POINT

TO EXTRA HARD SERVICE

CORD AND CROUSE-HINDS

'CGB' FITTINGS, (1) PER CORD.

BENT ALUMINUM SKIRT

ANCHORED TO WALL IN (4) SPOTS.

SIGNAL CIRCUITS

IN CONDUIT

EXTRA HARD

SERVICE CORDS

BY CONTRACTOR

INTERNAL METAL BARRIER

TO SEPARATE/ISOLATE

SIGNAL CIRCUITRY

MECHANICAL AND PROCESS

CABLE TRENCH IN FLOOR

1'' SCH. 80 PVC

NIPPLE

MECHANICAL AND PROCESS

PIPING TO SHARE TRENCH.

ALLOW ADEQUATE ROOM ON

WALL. COORDINATE DURING

CONSTRUCTION.

DIVIDER

APPROX. 12'' FOR ELECTRICAL

TRENCH. SEE 'S' SHEETS FOR DETAILS.

ELECTRICAL

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1

E6MAIN TREATMENT BUILDING SECTION

12"

0 1' 2' 3' 4' 5' 6' 7'

GENERAL NOTES


CONSTRUCTION NOTES

PROVIDED LOOSE BY CONVEYOR MANUFACTURER AND

INSTALLED BY CONTRACTOR.

FACTORY MOUNTED BY EQUIPMENT SUPPLIER,

CONTRACTOR WIRED.

JUNCTION BOX FACTORY MOUNTED WITH

SKID-MOUNTED EQUIPMENT PRE-WIRED TO TERMINAL

BLOCKS FOR CONTRACTOR TO LAND FIELD

CONDUCTORS ON. CONFIRM LOCATION.

TRANSITION OUT OF CABLE TRENCH AS REQUIRED.

NOTCH OUT TRENCH COVER AS REQUIRED. RUN

OVERSIZED SCH. 80 PVC SLEEVES ALONG PLATFORM

SUPPORTS TRANSITION OUT OF SLEEVES AS

REQUIRED. SEE E4 FOR ADDITIONAL DETAILS.

MAGNETIC FLOWMETER FIELD WIRED BY CONTRACTOR.

12''x48''x6''D, NEMA 4X, CUSTOM ALUMINUM WIREWAY

WITH REMOVABLE SCREW COVER, POVOLNY

SPECIALTIES, OR EQUAL.

CONFIRM EXACT INSTALLATION LOCATION WITH

SCREW PRESS MANUFACTURER.

PRESSURE SWITCHES, COORDINATE LOCATION WITH

PRESS MANUFACTURER (40 91 00).

1

2

3

4

5

6

7

8

2011A

M-2

2009A

M-1

2030

CONVEYOR

MOTOR

CAKE

WAGON

2019

JB-DU1

(BEHIND SKID)

CONFIRM LOCATION

2011C

2009C

2

2

2

2009

LOCAL

DISCONNECT

(TYP. OF 3)

SEE PLAN

2030

2011

2025

CONVEYOR ZERO

SPEED SWITCH

1

3

2035

CONVEYOR CABLE

EMERGENCY SWITCH

1

~

48

'' N

OM

IN

AL

2

E6

4

2

E6WALL MOUNTING DETAIL

SCALE: N.T.S.

2067

DFT1-PIT1

2

2057

DFP1-FE

5

6

2072B

AC1-PSL1

7

2072C

DU1-PSL1

7

8

8

TO

EQUIPMENT

2072A

DFT1-PSH1

7 8

9055

DAMON M.

CHMELA

4-28-17

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1

E7EXISTING MCC IMAGE 2

E7SLUDGE LOADING ROOM WEST WALL IMAGE 3

E7DIGESTER BUILDING WEST ENTRANCE IMAGE

GENERAL NOTES


CONSTRUCTION NOTES

REPLACE ENTIRE UNDERGROUND CONDUIT FROM MAIN

TREATMENT BUILDING TO DIGESTER BUILDING WITH

SCH. 80 PVC. CONDUCTORS ARE INTENDED TO BE

REUSED AFTER PULLING THEM BACK TO REPLACE THE

CONDUIT. ROUTE NEW CONDUIT THROUGH THE NEW

AT-GRADE HAND HOLE. SEE 1/E3 FOR DETAILS.

LOCATION FOR NEW 150A/3P THERMAL-MAGNETIC

BREAKER. SEE 1/E9 FOR DETAILS.

RELOCATE EMERGENCY LIGHT AS REQUIRED FOR NEW

ELECTRICAL ROOM. PLACE OVER DOOR IF RELOCATION

IS REQUIRED.

LEAKY GUTTER TO BE REPAIRED BY CONTRACTOR. SEE

1/E3 AND 4/E7 FOR DETAILS.

SAW CUTTING, REMOVAL AND PARTIAL REPLACEMENT

OF EXISTING CONCRETE SIDEWALK IS REQUIRED. SEE

E3.

REMAINDER OF EXPOSED, EXISTING WATER PIPE THAT

IS USED AS ELECTRICAL CONDUIT IS TO BE REMOVED

AND REPLACED. SEE CONSTRUCTION NOTE 9 ON

SHEET E3.

1

2

3

4

5

6

1

2

LEGEND

ITEMS TO BE RELOCATED/REPAIRED

3

4

E7DIGESTER BUILDING WEST GUTTER IMAGE

4

LEAKY GUTTER

LOCATED ABOVE

5

E7SLUDGE LOADING ROOM EAST EXTERIOR WALL IMAGE

1

5

4

6

9055

DAMON M.

CHMELA

4-28-17

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SCREW PRESS CONTROL PANEL PROVIDED BY PRESS MANUFACTURER

20

05

FROM

PP-E

DISC.

OPEN

TS.75

SCREW

PRESS

(M-1)

208V, 3P

25A

20

8V

/3

P

TS

DISC.

OPEN

TS.5

CONDITIONING

TANK AGITATOR

(M-2)

20

8V

/3

P

DISC.

OPEN

TS.75

DEWATERING

SLUDGE PUMP No. 3

(SP-3)

20

8V

/3

P V

FD

OU

TP

UT

20

58

12

0V

20

59

SIG

NA

L

20

67

SIG

NA

L

CONDITIONING TANK

HIGH PRESSURE

(DFT1-PSH1)

PROVIDED WITH

SCREW PRESS,

FACTORY INSTALLED

WIRED BY

CONTRACTOR

LOW AIR

PRESSURE

SWITCH

(AC1-PSL1)

PROVIDED BY

CONTRACTOR

WIRED BY

CONTRACTOR

LOW WATER

PRESSURE SWITCH

(DU1-PSL1)

PROVIDED BY

CONTRACTOR

WIRED BY

CONTRACTOR

20

19

CO

NT

RO

L

JB-DU1

20

36

CO

NT

RO

L

CONVEYOR

CONTROL STATION

LOOSE BY

MANUFACTURER

AND INSTALLED BY

ELECTRICAL

CONTRACTOR

(CSH1-CP1)

EN

ET

TO POLYMER

SKID SYSTEM

CONTROL PANEL

20

22

CO

NT

RO

L

TO CONVEYOR

STARTER/CONTROL

PANEL

20

28

~

~ ~

20

07

A

20

07

B

20

11

A

20

11

B

20

09

A

20

09

B

20

09

C

DU1-SDS DFM1-SDS

DFP1-SDS

DFP1-FIT

DFT1-PIT1

WIRED BY

CONTRACTOR

DU1-BV1 DU1-POV2 DU1-SV1

1

FACTORY WIRED

TO JB-DU1

TS

20

11

C

TS

20

14

B

DFP1-FE

EMERGENCY

STOP

20

37

NORTH EMERGENCY STOP

SWITCH BY CONTRACTOR.

SEE SHEET E4

CO

NT

RO

L

20

57

4

~

20

54

TO

SPU-1-CP

20

72

A

20

72

B

20

72

C

HOA

SP-3-TSTAT SP-3-PS

TSTAT PS

5

55

SENSOR SENSOR

CONTROL

6

20

13

20

14

A

7

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1

E8SCREW PRESS CONTROL PANEL ONE-LINE DIAGRAM

GENERAL NOTES


CONSTRUCTION NOTES

LOCATED IN SEPARATE DIGESTER BUILDING. SEE E2

FOR DETAILS.

SUMP HIGH LEVEL FLOAT TO SHUT DOWN SCREW

PRESS. THE INTENT IS TO TREAT THE DRY OUTPUT

CONTACT FROM THE FLOAT SWITCH SIMILAR TO AN

E-STOP FOR SCREW PRESS.

LOCATED ON POLYMER SKID PRE-MOUNTED AND

PRE-WIRED. USE ETHERNET TO SEND FLOW TO THE

SCREW PRESS. IF THIS IS NOT POSSIBLE PROVIDE A

SERIES LOOP CONNECTION TO THE FLOW METER,

SCREW PRESS CONTROL PANEL, AND POLYMER SKID

CONTROL PANEL.

TRANSMITTER LOCATED IN ELECTRICAL ROOM. METER

LOCATED ON EAST SIDE OF PRESS ROOM. SEE SHEET

E4 FOR DETAILS.

ELECTRICAL CONTRACTOR PROVIDED DISCONNECT.

SEE E3 AND E4 FOR DETAILS.

MOTOR DRY RUN PROTECTION (SP-3-TSAT) LOCATED

INSIDE MOTOR. MOTOR OVER PRESSURE PROTECTION

(SP-3-SP) LOCATED ON PIPE NEXT TO PUMP/MOTOR.

BOTH PROVIDED WITH PUMP WIRED BY ELECTRICAL

CONTRACTOR.

INTRINSICALLY SAFE BARRIER AND TSAT

TRANSMITTER. SEE E4 FOR DETAILS.

1

2

3

4

5

6

7

9055

DAMON M.

CHMELA

4-28-17

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2000

NEW PP-E, 200A BUS, 150A/3P MAIN BREAKER, 120/208V, 3Ø, 4W W/GROUND, BRACED FOR 22KAIC

EXISTING MCC IN CONTROL ROOM,

120/208V, 3Ø, 4W W/GROUND (PARTIAL)

150A/3P

25KAIC

150A/3P

22KAIC

25A/3P

20

05

PRESS CONTROL

PANEL (SEE 1/E8

FOR DETAILS AND

ALL OTHER

CONNECTIONS)

EXISTING MCC NAMEPLATE:

MODEL 4 CONTROL CENTER SQUARE D

HORIZONTAL BUS: 600A

VERTICAL BUS: 300/600 (NOT LEGIBLE)

F.O 45-93493-1

PLANT 45

No. B700271

20A/3P

20

32

CONVEYOR STARTER/

CONTROL PANEL SEE

2/E11 FOR DETAILS

AND ADDITIONAL

CIRCUITRY REQUIRED

20A/1P

ELECTRICAL

ROOM LIGHTS

~

1 15A/1P

20

44

20

30

3

CONVEYOR

MOTOR

20

43

CGD-1JB

20

40

20

41

20

42

SS

CGD-1

STROBE1 STROBE2

20A/3P

20

23

POLYMER FEED

SYSTEM CONTROL

PANEL

~

ENET TO SCREW

PRESS PANEL

2022

2

RTM

G

RUNNING

15A/3P

20

65

MAU1

(DIV 23)

20

64

MAU1-CP

(DIV 23)

20A/3P

20

62

2.5KW

EDH-1

SEE PANEL SCHEDULE

FOR ADDITIONAL

DETAILS AND SPARE

BREAKERS

REQUIREMENTS.

15A/1P

20

27

ZERO SPEED

CONTROL BOX BY

CONVEYOR

MANUFACTURER

20

26

C

C

CONVEYOR ZERO

SPEED SWITCH

20

25

20A/1P

20

75

FAS-FACP

2

20A/1P

MAU1

RECEPTACLE

PROVIDED BY

SUPPLIER WITH

EQUIPMENT

15A/2P

EF-2

20

48

15A/1P

EF-1

20

47

PROVIDED BY

SUPPLIER WITH

EQUIPMENT

MD-1 MD-2

2078

2077

~

15A/1P

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1

E9SLUDGE DEWATERING ONE-LINE DIAGRAM

GENERAL NOTES


CONSTRUCTION NOTES

NEW BREAKER INSTALLED IN EXISTING AVAILABLE

SPACE. SEE E2 FOR DETAILS.

OVERHEAD INSTALLATION IN FALSE CEILING CAVITY TO

THE EXTENT POSSIBLE. SEE E2 FOR ROUTING DETAILS.

1

2

9055

DAMON M.

CHMELA

4-28-17

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30A/3P NEMA 4X

NON-METALLIC, HD,

NF, CASE, 250V,

ROTARY STYLE

DISCONNECT

L

N

L

N

SUMP

PUMP

CONTROL

POWER

FAULT

SUMP CONTROL PANEL

(SPU-1-CP) (DIV. 23)

1

SUMP PUMP

(SPU-1) (DIV. 23)

20

52

L

L

L

N

2050B2050A

MAY BE MARSHALED IN

A COMMON 1'' CONDUIT

UP TO DISCONNECT.

PP-E

PP-E

DISCONNECT IS TO

DISCONNECT ALL SEPARATE

1Ø POWER SOURCES

SIMULTANEOUSLY.

208-1Ø

120-1Ø

20

53

HIGH ALARM

PUMP ON

PUMP OFF

HIGH

ALARM

~~

TO SCREW PRESS CONTROL

PANEL (SHUT DOWN

PRESS/CONVEYOR)

2054

SPU-1-LS FLOAT

SWITCHES (DIV. 23)

R1

208:120V

CPT W/EXTRA

CAPACITY

3

CONVEYOR

MOTOR

M

M

M

DISCONNECT

DISCONNECT

OPEN

R2

CONVEYOR

JAMMED OR

MOTOR FAILURE

CONVEYOR

ZERO SPEED

CONTROL BOX

DISCONNECT

OPEN

CONVEYOR

JAMMED (CLOSED

CONTACT ON JAM)

CONVEYOR ZERO

SPEED SWITCH

CONVEYOR

MOUNTED

CABLE E-STOP

G

RUNNING

P.T.T.

RTM

R1 R2 R6

M

R6

R

P.T.T.

R4

CALLED

FROM SCREW

PRESS PANEL

R6

M

R4

RUNNING

FAULT

TO/FROM SCREW

PRESS PANEL

FROM PP-E

1

208V/3P CONVEYOR STARTER/CONTROL PANEL (40 95 13)

ELECTRONIC

OVERLOADS

R6

R2

~

RESET

RESET

R4

~

M

FAULT CALLED

2028

2028

(PART OF)

2

2035

2026

2030B

2025

2030A

3

LEGEND

SYMBOL DESCRIPTION

PROVIDED BY ELECTRICAL

CONTRACTOR

PROVIDED BY CONVEYOR

MANUFACTURER

PROVIDED BY SCREW PRESS

MANUFACTURER

*

*

*

*

*

SEE LOWER

LEFT

4

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1

E10SUMP PUMP SCHEMATIC 2

E10CONVEYOR STARTER/CONTROL PANEL SCHEMATIC

CONSTRUCTION NOTES

PROVIDE ADDITIONAL RELAYS AS REQUIRED TO

PROVIDE ADEQUATE NUMBER OF CONTACTS.

SPARES PROVIDED THAT ARE NOT SHOWN.

WIRED BY ELECTRICAL CONTRACTOR, INSTALLED BY

OTHERS.

CALLED SIGNAL INCORPORATES SUMP HIGH-LEVEL

ALARM SHUTDOWN INTERLOCK.

1

2

3

4

NOTE: THE STARTER/CONTROL PANEL IS INTENDED TO

INTERFACE WITH SEVERAL DIFFERENT MANUFACTURER

PROVIDED EQUIPMENT. SEE BREAK DOWN ON SCHEMATIC FOR

WHO IS PROVIDING THE EQUIPMENT. ALL INSTALLATION IS BY

THE CONTRACTOR UNLESS NOTED OTHERWISE.

FUNCTIONAL DESCRIPTION: STARTER WILL RECEIVE A CALLED

SIGNAL FROM THE SCREW PRESS. AS LONG AS THE LOCAL

DISCONNECT IS CLOSED, BOTH EMERGENCY STOPS ARE NOT

ACTIVATED AND THE SUMP DOES NOT HAVE A HIGH-LEVEL

ALARM ACTIVE, THE CONVEYOR SHALL START AND RUN WHEN

CALLED. IF AFTER A SET TIME THE CONVEYOR IS NOT MOVING,

THE ZERO SPEED SWITCH WILL CLOSE SHUTTING DOWN THE

CONVEYOR AND OUTPUTTING A FAULT SIGNAL TO THE SCREW

PRESS CONTROL PANEL. THE SCREW PRESS SHALL BE SHUT

DOWN AND LOCKED OUT UNTIL AN OPERATOR CORRECTS THE

ISSUE AND RESTARTS THE PRESS.

9055

DAMON M.

CHMELA

4-28-17

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2

HANDHOLE DETAIL

SCALE: NONE

EQPM005

GRADE

30''X48''X48''D WITH NO BASE POLYMER

CONCRETE PULLBOX. 1-3/4'' THICK COVER

SECURED WITH STAINLESS STEEL BOLTS.

MINIMUM TEST LOAD STRENGTH OF 12,000LBS.

GRAY IN COLOR. PD STYLE QUAZITE OR

APPROVED EQUAL. PROVIDE ENGRAVED LID

THAT READS "ELECTRICAL".

SPLICES/CONNECTORS USED IN HANDHOLES

SHALL BE OF THE WATERTIGHT TYPE (IF

REQUIRED)

OPEN BOTTOM BOX EXTENSION

CONDUITS (DUCTS)/CABLES PER PLAN ALL

TO BE SLOPED TOWARD HANDHOLE

2'-0'' DEEP COMPACTED GRAVEL BACKFILL

(DRAINFIELD) UNDERNEATH HANDHOLE,

EXTEND 6'' MINIMUM PAST EDGE

20

"

28

''

1'' FLARE TO PREVENT FROST HEAVE

CONDUITS (DUCTS)/CABLES PER PLAN ALL

TO BE SLOPED TOWARD HANDHOLE

REPLACE EXISTING SIDEWALK AS REQUIRED

TO MATCH EXISTING CONDITIONS.

PROVIDE ALUMINUM INTERNAL SHEET BARRIER

TO ISOLATE INTRINSICALLY SAFE CIRCUITRY.

5/8''x10'-0'' GROUND ROD

~

BOND TOGETHER

2

ELECTRICAL ROOM CONDUIT PENETRATION DETAIL

SCALE: NONE

STRU001

PVC-COATED RIGID STEEL

CONDUIT THRU WALL

SCREW PRESS

ROOM

SEAL AROUND CONDUIT W/DOW,

3M, OR EQUAL, FIRE STOP

PARTITION ELECTRICAL

ROOM

CAST METALLIC CONDUIT

BODY OR JUNCTION BOX

FILL CONDUIT OPENING W/UL LISTED

FOAM CONDUIT SEALANT (FST)

RIGID ALUMINUM

COUPLING

RIGID ALUMINUM

CONDUIT

EMT CONDUIT AS PER PLANS

24

GAS DETECTION SYSTEM MOUNTING DETAIL

SCALE: NONE

EQPM021

1'-6

"5

'-0

"

JUNCTION BOX

COMBUSTIBLE

GAS SENSOR

3/4" CONDUIT

DUAL CHANNEL

TRANSMITTER

FLOOR FLOOR

CEILING CEILING

FRONT VIEW SIDE VIEW

3/4'' CONDUIT

CONDUIT TO

STROBE/HORN

ALARM DEVICES

6''x6''x6''D JUNCTION BOX

FOR STROBE RELAYS

EQUIPMENT PANEL DETAIL

SCALE: NONE

STRU001

VA

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A

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D

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S


1

E11

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DMC

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APRIL 2017

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E113

E11

PANEL SCHEDULE

PANEL: PP-E

LOCATION: SLUDGE PRESS

ELECTRICAL ROOM

VOLTS: 208/120 PHASE: 3 W: 4

AMP MAIN BKR:150AAIC RATING: 22,000

MOUNT: SURFACE FED FROM: EXISTING MCC

CIRCUIT DESCRIPTION LOAD VA

CKT.

BKR.

P

CKT.

No.

PH.

CKT.

No.

P

CKT.

BKR.

LOAD VA CIRCUIT DESCRIPTION

PRESS CONTROL PANEL 1500 25A 3

1 A 2 1 20A 150 ELECTRICAL ROOM LIGHTS

3 B 4 1 15A 100 COMBUSTIBLE GAS DETECTOR

5 C 6 1 20A 2500 EDH-1

CONVEYOR STARTER/CONTROL PANEL 750 20A 3

7 A 8

3 15A 3000 MAU-19 B 10

11 C 12

POLYMER FEED SYSTEM 500 20A 3

13 A 14 1 15A 50 ZERO SPEED CONTROL BOX

15 B 16 1 20A 360 ELECTRICAL ROOM REC

17 C 18 1 25A SPARE

SPARE 20A 3

19 A 20 1 30A SPARE

21 B 22 1 20A 180 MAU-1 RECEPTACLE

23 C 24 1 20A 100 FAS-FACP

SPARE 30A 3

25 A 26 1 15A 100 MD-1 AND MD-2

27 B 28 SPACE

29 C 30 SPACE

SPARE 40A 3

31 A 32 SPACE

33 B 34 SPACE

35 C 36 SPACE

EF-2 250 15A 2

37 A 38 SPACE

39 B 40 SPACE

EF-1 100 15A 1 41 C 42 SPACE

CONNECTED TOTALS:

KVA 9.64NOTES:

AMPS 26.76 1. ALL CIRCUIT BREAKERS SHALL BE PADLOCKABLE IN OFF POSITION.

Phase A 17.5

Amps

Phase B 1.8Amps

Phase C 7.5

Amps

4

E11

WALL

3/8" Øx3'' STAINLESS STEEL ANCHOR BOLT

(4 REQUIRED)

1/8'' THICK POLISHED ALUMINUM

EQUIPMENT PANEL

2"

1'-6

''

'A'2" 2"

MAGMETER TRANSMITTER MOUNT TO

EQUIPMENT PANEL PER

MANUFACTURER'S RECOMMENDATIONS.

'A'2" 2"

DESCRIPTION 'A'

SINGLE MAGMETER TRANSMITTER MOUNT 1'-6''

DOUBLE MAGMETER TRANSMITTER MOUNT 3'-0''

FRONT VIEW

TOP VIEW

9055

DAMON M.

CHMELA

4-28-17

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CABLE AND CONDUIT SCHEDULE - 2000

CONDUIT

ID

CONDUIT

CIRCUIT

ID

SERVICE RATING

CONDUCTORS

FROM TO

NOTES

# O

F

PARALLEL SETS

QTY SIZE

CURRENT CARRYING

NTRL GND

CABLE

TYPE

VOLT PHASE QTY TYPE SIZE

2000 1 2" 120/208 3 1 3 1/C #1/0 #1/0 #6 EXISTING MCC PP-E TYPE P1

2001 - - - - - - - - - - -

2002 - - - - - - - - - - -

2003 - - - - - - - - - - -

2004 - - - - - - - - - - -

2005 1 3/4" 120/208 3 1 3 1/C #10 #10 #10 PP-E

PRESS CONTROL

PANEL

TYPE P1

2006 - - - - - - - - - - -

2007 1 2" A 208 3 1 1 3/C #8 - #8

PRESS CONTROL

PANEL

SP-3

1

TYPE P4

" " " B CONTROL - - 3 1/C #14 - -

PRESS CONTROL

PANEL

SP-3 DISC. OPEN

1

TYPE P1

2008 - - - - - - - - - - -

2009 1 1-1/2" A 208 3 1 1 3/C #12 - #12

PRESS CONTROL

PANEL

M-1

1,2

TYPE P4

" " " B CONTROL - - 3 1/C #14 - -

PRESS CONTROL

PANEL

M-1 DISC. OPEN

1

TYPE P1

" " " C CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

M-1-TS

1,2

TYPE P1

2010 - - - - - - - - - - -

2011 1 1-1/2" A 208 3 1 1 3/C #12 - #12

PRESS CONTROL

PANEL

M-2

1,2

TYPE P4

" " " B CONTROL - - 3 1/C #14 - -

PRESS CONTROL

PANEL

M-2 DISC. OPEN

1

TYPE P1

" " " C CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

M-2-TS

1,2

TYPE P1

2012 - - - - - - - - - - -

2013 1 1" SIGNAL - - 1 2/C #16 - SHIELD SP-3-TSTAT-JB SP-3-TSTAT TYPE S1

2014 1 3/4" A CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

SP-3-PS TYPE P1

" " " B CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

SP-3-TS TYPE P1

2015 1 3/4" SIGNAL - - 1 2/C #16 - #12 SP-3-TSTAT-JB

PRESS CONTROL

PANEL

3

TYPE S1

2016 - - - - - - - - - - -

2017 - - - - - - - - - - -

2018 - - - - - - - - - - -

2019 1 3/4" CONTROL - - 15 1/C #14 - -

PRESS CONTROL

PANEL

JB-DU1

2

TYPE P1

2020 - - - - - - - - - - -

2021 - - - - - - - - - - -

2022 1 3/4" DATA - - 1 CAT 6 - - -

PRESS CONTROL

PANEL

POLYMER CONTROL

PANEL

TYPE D4

2023 1 3/4" 120/208 3 1 3 1/C #12 #12 #12 PP-E

POLYMER CONTROL

PANEL

TYPE P1

2024 - - - - - - - - - - -

2025 1 1" MANUFACTURER PROVIDED CABLE

CONVEYOR ZERO

SPEED SWITCH

CONVEYOR ZERO SPEED

CONTORL BOX

2

-

2026 1 3/4" CONTROL - - 5 1/C #14 - -

CONVEYOR ZERO SPEED

CONTORL BOX

CONVEYOR

STARTER/CONTROL PANEL

TYPE P1

2027 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E

CONVEYOR ZERO SPEED

CONTORL BOX

TYPE P1

2028 1 3/4" CONTROL - - 14 1/C #14 - -

CONVEYOR


PRESS CONTROL

PANEL

TYPE P1


CONDUIT

ID

CONDUIT

CIRCUIT

ID

SERVICE RATING

CONDUCTORS

FROM TO

NOTES

# O

F

PARALLEL SETS

QTY SIZE

CURRENT CARRYING

NTRL GND

CABLE

TYPE


2029 - - - - - - - - - - -

2030 1 1" A 208 3 1 3 1/C #10 - #10

CONVEYOR


CONVEYOR MOTOR

2

TYPE P1

" " " B CONTROL - - 3 1/C #14 - -

CONVEYOR


CONVEYOR DISC.

OPEN

TYPE P1

2031 - - - - - - - - - - -

2032 1 3/4" 208 3 1 3 1/C #12 - #12 PP-E

CONVEYOR

STARTER

TYPE P1

2033 - - - - - - - - - - -

2034 - - - - - - - - - - -

2035 1 3/4" CONTROL - - 5 1/C #14 - -

CONVEYOR

E-STOP CORD

CONVEYOR


2

TYPE P1

2036 1 3/4" CONTROL - - 8 1/C #14 - -

CONVEYOR

CONTROL STATION

PRESS CONTROL

PANEL

2

TYPE P1

2037 1 3/4" CONTROL - - 4 1/C #14 - - NORTH E-STOP

PRESS CONTROL

PANEL

TYPE P1

2038 - - - - - - - - - - -

2039 - - - - - - - - - - -

2040 1 3/4" CONTROL - - 5 1/C #14 - - CGB-1 CGB-1-JB TYPE P1

2041 1 3/4" 120 1 1 1 1/C #12 #12 #12 CGB-1-JB STROBE 1 TYPE P1

2042 1 3/4" 120 1 1 1 1/C #12 #12 #12 CGB-1-JB STROBE 2 TYPE P1

2043 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E CGB-1-JB TYPE P1

2044 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E CGB-1 TYPE P1

2045 - - - - - - - - - - -

2046 - - - - - - - - - - -

2047 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E EF-1 TYPE P1

2048 1 3/4" 208 1 1 2 1/C #12 - #12 PP-E EF-2 TYPE P1

2049 - - - - - - - - - - -

2050 1 1" A 120 1 1 1 1/C #12 #12 #12 PP-E SPU-1-CP TYPE P1

" " " B 208 1 1 2 1/C #12 - #12 PP-E SPU-1-CP TYPE P1

2051 - - - - - - - - - - -

2052 1 3/4" 208 1 1 2 1/C #12 - #12 SPU-1-CP SPU-1 TYPE P1

2053 1 3/4" CONTROL - - 6 1/C #14 - - SPU-1-CP SPU-1-LS TYPE P1

2054 1 3/4" CONTROL - - 6 1/C #14 - - SPU-1-CP

PRESS CONTROL

PANEL

TYPE P1

2055 - - - - - - - - - - -

2056 - - - - - - - - - - -

2057 1 1" MANUFACTURER PROVIDED CABLE DFP1-FE DFP1-FIT -

2058 1 3/4" 120 1 1 1 1/C #12 #12 #12

PRESS CONTROL

PANEL

DFP1-FIT TYPE P1

2059 1 3/4" SIGNAL - - 1 2/C #16 - SHIELD

PRESS CONTROL

PANEL

DFP1-FIT TYPE S1

2060 - - - - - - - - - - -

2061 - - - - - - - - - - -

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CONDUCTORS

FROM TO

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QTY SIZE

CURRENT CARRYING

NTRL GND

CABLE

TYPE


2062 1 3/4" 208 1 1 2 1/C #12 - #12 PP-E EDH-1 TYPE P1

2063 - - - - - - - - - - -

2064 1 3/4" 208 1 1 2 1/C #12 - #12 MAU-1 MAU-1-CP TYPE P1

2065 1 3/4" 208 3 1 3 1/C #12 - #12 PP-E MAU-1 TYPE P1

2066 - - - - - - - - - - -

2067 1 3/4" SIGNAL - - 1 2/C #16 - SHIELD

PRESS CONTROL

PANEL

DFT1-PIT1

2

TYPE S1

2068 - - - - - - - - - - -

2069 - - - - - - - - - - -

2070 - - - - - - - - - - -

2071 - - - - - - - - - - -

2072 1 3/4" A CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

DFT1-PSH1

2

TYPE P1

" " " B CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

AC1-PSL1

2

TYPE P1

" " " C CONTROL - - 2 1/C #14 - -

PRESS CONTROL

PANEL

DU1-PSL1

2

TYPE P1

2073 - - - - - - - - - - -

2074 - - - - - - - - - - -

2075 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E FAS-FACP TYPE P1

2076 1 1" DATA - - 2 CAT 6 - - - INTERNET MODEM FAS-FACP TYPE D4

2077 - - - - - - - - - - -

2078 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E MD-1 TYPE P1

2079 1 3/4" 120 1 1 1 1/C #12 #12 #12 PP-E MD-2 TYPE P1

2080 - - - - - - - - - - -

2081 - - - - - - - - - - -

2082 - - - - - - - - - - -

2083 - - - - - - - - - - -

2084 - - - - - - - - - - -

2085 - - - - - - - - - - -

2086 - - - - - - - - - - -

2087 - - - - - - - - - - -

2088 - - - - - - - - - - -

2089 - - - - - - - - - - -

2090 - - - - - - - - - - -

NOTES:1. ROUTE CONDUIT THROUGH ASSOCIATED DISC. THEMAL SWITCH CABLES TO PASS THROUGH DISC. SEE ONE LINE FOR DETAILS2. A COMBINATION OF BUILDING WIRE AND HARD SERVICE CORD IS REQUIRED. SEE FLOOR PLAN FOR DETAILS3. PROVIDE A #12 GROUND CABLE FOR THE INTRINSICALLY SAFE BARRIER GROUND, THE SIGNAL SHIELD IS NOT SUFFICIENT

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CITY OF HOT SPRINGS - PKG Contracting, Inc.€¦ · in fall river county, south dakota city of hot...

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Transcript of CITY OF HOT SPRINGS - PKG Contracting, Inc.€¦ · in fall river county, south dakota city of hot...