Drawings_20160331.pdf

PDF 20 MB Posted Jul 14, 2026

Attached to: IFB No 130636 Waste Water Treatment Plant Modernization
Solicitation number: 0000039705
Issued by: San Luis Obispo County, San Luis Obispo City, California

About this file

Written by GovTribe AI · Jul 20, 2026

Waste Water Treatment Plant Modernization – Drawings and Project Documentation

This is a comprehensive set of construction drawings and technical documentation for the Main Garrison Wastewater Treatment Plant Phase 2 Upgrades project prepared for the California Military Department at Camp Roberts, California. The project involves the modernization of the existing wastewater treatment facility through installation of a Membrane Bioreactor (MBR) system, sludge handling equipment (DRYPAC dewatering system), permeate retention pond construction, and associated infrastructure improvements. Key project components include replacement of the existing headworks mechanical screen with new screening and compactor equipment, demolition of existing digesters and sludge drying beds, repurposing of the secondary clarifier as an equalization tank, installation of new pumping stations, trenching and pipeline installation for new 24-inch HDPE and 8-inch DI piping, electrical service upgrades, and site restoration. The construction drawings set consists of 42 sheets including site plans, process flow diagrams, civil details, structural plans, electrical schematics, and instrumentation/control diagrams. The drawings are dated through March 31, 2026, indicating 100% design submittal status with revisions progressing from 35% through 95% design phases. A mandatory pre-bid job walk is scheduled for July 21, 2026, at 1:00 PM at Camp Roberts with the bid submission deadline of September 1, 2026, at 2:45 PM and bid opening at 3:00 PM the same day, with questions due by August 11, 2026.

The prime contractor must possess either a B-General Building Contractor or A-General Engineering license and a C-22 Asbestos Abatement license or subcontract accordingly. Project scope includes clearing and site preparation, removal of accumulated sludge from existing drying beds and digesters, demolition of multiple existing WWTP components, installation of new MBR and sludge handling systems with associated concrete pads and canopies, pipeline installation and surface restoration, electrical utility service upgrades and subsurface electrical lines, permeate retention pond grading and HDPE liner installation, controls integration with basewide SCADA system, and startup testing and commissioning. Estimated earthwork volumes include approximately 500 cubic yards of non-structural import backfill and 2,500 cubic yards of structural import backfill, with 1,265 cubic yards of cut and approximately 2,500 cubic yards of sludge removal from existing drying beds. The contractor is responsible for managing sludge handling throughout construction, environmental compliance, hazardous materials assessment and removal, and maintaining minimal disruption to ongoing Army National Guard training operations at the facility. All contractor submittals and shop drawings require approval, and the contractor must provide a two-year warranty on all materials and workmanship following final inspection acceptance.

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Other files

File	Type	Posted
Report_Waste_Discharge.pdf	PDF	Jul 14, 2026
PROCORE_Spec.pdf	PDF	Jul 14, 2026
Design_Report_20260416.pdf	PDF	Jul 14, 2026
QC_Spec_Rev_01.pdf	PDF	Jul 14, 2026
Specifications_20260512.pdf	PDF	Jul 14, 2026
IFB_No_130636.pdf	PDF	Jul 14, 2026

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PASO ROBLES

CAMP ROBERTS

ATASCADERO

MORRO BAY

SAN LUIS OBISPO

PISMO BEACH

AVENAL

COALINGA

KING CITY

ARROYO GRANDE

GROVER BEACH

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CAMP ROBERTS, CALIFORNIA

INDEX OF DRAWINGS

PREPARED FOR

SITE LOCATION MAP

APPROXIMATE

SCALE

2,0000 4,000 FEET

CALIFORNIA MILITARY DEPARTMENT

PROJECT TITLE

MAIN GARRISON WASTEWATER TREATMENT PLANT

PHASE 2 UPGRADES

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SITE LOCATION

PLAN (G03)

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DPW OFFICE

SECURITY OFFICE

MAIN GATE

ACCESS

ROUTE

FIRING

RANGE

EAST

GARRISON

REFERENCE:

APPROXIMATE

SCALE

REFERENCE:

SITE VICINITY MAP

APPROXIMATE

SCALE

120 24 MILES

REFERENCE: ESRI ArcGIS USA DATA, 2005

SITE LOCATION

MAP

ESRI ArcGIS USGS THE NATIONAL MAP, 2018

G01 INDEX OF DRAWINGS, SITE VICINITY MAP, AND SITE LOCATION MAP

G02 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

G03 WASTEWATER TREATMENT PLANT SITE PLAN

G04 FLOW PROFILE - LOW FLOW AND PERMEATE RECIRCULATION

G05 FLOW PROFILE - EQUALIZATION TANK

P01 WWTP SITE PROCESS FLOW DIAGRAM

P02 MBR PROCESS FLOW DIAGRAM

C01 EXISTING SITE AND DEMOLITION PLAN (1 OF 2)

C02 EXISTING SITE AND DEMOLITION PLAN (2 OF 2)

C03 SITE PLAN

C04 MEMBRANE BIOREACTOR (MBR) PLAN AND PROFILE

C05 DRYPAC PLAN AND PROFILE

C06 PERMEATE RETENTION POND PLAN

C07 DETAILS AND SECTIONS (1 OF 3)

C08 DETAILS AND SECTIONS (2 OF 3)

C09 DETAILS AND SECTIONS (3 OF 3)

C10 DETAILS AND SECTIONS (4 OF 4)

C11 HARDSCAPE PLAN

S01 STRUCTURAL TITLE SHEET

S02 STRUCTURAL SPECIFICATIONS

S03 STRUCTURAL SPECIFICATIONS

S04 MBR FOUNDATION PLAN

S05 MBR MAT SLAB REBAR PLAN

S06 MBR CANOPY FRAMING PLAN

S07 SLUDGE TANK FOUNDATION PLAN

S08 SLUDGE TANK MAT SLAB REBAR PLAN

S09 SLUDGE TANK CANOPY FRAMING PLAN

S10 STRUCTURAL DETAILS

S11 STRUCTURAL DETAILS

S12 STRUCTURAL DETAILS

E01 ELECTRICAL SYMBOLS, NOTES, AND LEGEND

E02 SINGLE LINE DIAGRAM

E03 ELECTRICAL SCHEDULES

E04 OVERALL ELECTRICAL SITE PLAN

E05 SCHEMATIC & CONNECTION DIAGRAMS - SHEET 1

E06 SCHEMATIC & CONNECTION DIAGRAMS - SHEET 2

E07 COMMUNICATION DIAGRAM

E08 CONDUIT BLOCK DIAGRAM

E09 ELECTRICAL DETAILS

I01 P&ID SYMBOLS AND LEGEND

I02 P&ID - SHEET 1

I03 P&ID - SHEET 2

I04 P&ID - SHEET 3

PROJECT INFORMATION

OWNER/OPERATOR: CALIFORNIA MILITARY DEPARTMENT

10601 BEAR HOLLOW DRIVE

RANCHO CORDOVA, CALIFORNIA 95670

SITE ADDRESS: WASTEWATER TREATMENT PLANT

CAMP ROBERTS, CALIFORNIA

CIVIL ENGINEER: WEAVER CONSULTANTS GROUP OF CALIFORNIA, LLC.

1 TECHNOLOGY DRIVE, SUITE C515

IRVINE, CALIFORNIA 92618

STRUCTURAL ENGINEER: T&S STRUCTURAL

684 CLARION COURT

SAN LUIS OBISPO, CALIFORNIA 93401

ELECTRICAL ENGINEER: NCS ENGINEERS

202 E. EARLL DRIVE, SUITE 110

PHOENIX, ARIZONA 85012

MBR ENGINEER/VENDOR: CLOACINA, LLC

2385 PRECISION DRIVE

ARROYO GRANDE, CALIFORNIA 93420

GEOTECHNICAL ENGINEER: KLING CONSULTING GROUP, INC.

18008 SKY PARK CIRCLE, SUITE 250

IRVINE, CALIFORNIA 92618

LETTER DISCIPLINE

C CIVIL

E ELECTRICAL

G GENERAL

I INSTRUMENTATION / CONTROLS

P PROCESS

S STRUCTURAL

C03

INDIVIDUAL DRAWING NUMBER

DISCIPLINE

SHEET No. DESIGNATION

MONTEREY COUNTY

SAN LUIS OBISPO COUNTY

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O N

LEGENDABBREVIATIONS

SHEET ON WHICH THE DETAIL PLAN, DETAIL, OR SECTION IS SHOWN

DETAIL PLAN, DETAIL, OR SECTION LABEL. DETAIL PLANS AND DETAILS ARE IDENTIFIED

WITH NUMBERS (e.g., 1, 2, 3) . SECTIONS ARE IDENTIFIED WITH LETTERS (e.g., A, B, C)

SHEET ON WHICH THE DETAIL PLAN, DETAIL, OR SECTION IS CALLED OUT

UNDISTURBED EARTH

UNCLASSIFIED BACKFILL (SOIL [NATIVE OR IMPORT] USED IN NON-STRUCTURAL

APPLICATIONS AND PLACED IN ACCORDANCE WITH SECTION 300-4 OF THE SSPWC).

UNCLASSIFIED FILL WILL BE COMPACTED TO 90% OF ITS RELATIVE MAXIMUM DENSITY

PER ASTM D1557, UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS.

PREPARED SUBGRADE/STRUCTURAL FILL (NATIVE OR IMPORTED SOIL PLACED IN

ACCORDANCE WITH SECTION 301-1 OF THE SSPWC). PREPARED

SUBGRADE/STRUCTURAL FILL WILL BE COMPACTED TO 95% OF ITS RELATIVE MAXIMUM

DENSITY PER ASTM D1557, UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION

DOCUMENTS.

SAND BEDDING (IMPORTED MATERIAL, UNLESS OTHERWISE AUTHORIZED, MEETING THE

REQUIREMENTS OF SECTION 200-1.5 OF THE SSPWC AND THE SCHEDULE OF

MATERIALS).

CONCRETE (AS GENERALLY SPECIFIED IN SECTION 201-1.1.2 OF THE SSPWC UNLESS

SPECIFICALLY DESCRIBED IN THE DRAWINGS)

ASPHALT (UNLESS SPECIFIED OTHERWISE ASPHALT SHALL CONSIST OF 4-INCHES OF

ASPHALT PER SECTION 203-6 OF THE SSPWC).

AGGREGATE BASE (UNLESS SPECIFIED OTHERWISE AGGREGATE BASE SHALL CONSIST

OF CRUSHED AGGREGATE BASE AS SPECIFIED IN SECTION 200-2.2 OF THE SSPWC).

SCREWED OR SOCKETWELD

FLANGED OR GROOVED PIPE COUPLING

BELL AND SPIGOT OR MECHANICAL

FLEXIBLE COUPLING

FLANGED COUPLING ADAPTER

REDUCER

JOINTS

FITTINGS

BLIND FLANGE

UNION

SINGLE LINE DOUBLE LINE

PIPE CLEANOUT

MALE CAM COUPLER

PIPING SYMBOLS

GENERAL LINE TYPES AND

SYMBOLS

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S H

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T N o.

P R

C T

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M E

C H

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K E

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SUBJECT LINE (PROPOSED CONSTRUCTION)

EXISTING CONDITIONS

FENCE LINE

CENTER LINE

SUBSURFACE LINE

GAS

WATER

SANITARY SEWER

ELECTRICAL (UNDERGROUND)

G x

C COMMUNICATION/OPTICAL

WATER VALVE

E UNDERGROUND ELECTRIC VAULT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STORM DRAINSD

S NEW SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN OUT

NEW SANITARY SEWER CLEAN OUT

ELECTRICAL MANHOLE

LIGHT POLE

UKN UNKNOWN UTILITY

GAS VALVE

/////////////////////////////////////// ABANDON

DEMOLISH/REMOVE

CONTROL POINT

DIRECTION OF SURFACE FLOW

SURVEY CONTROL NOTES

1. THESE DRAWINGS, TOGETHER WITH THE PROJECT-SPECIFIC SPECIFICATIONS, AND

THE THE UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) CONSTITUTE THE

CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THE CONTRACTOR SHALL KEEP AT

LEAST ONE COPY OF THE LATEST APPROVED VERSION OF THESE DOCUMENTS

ON-SITE AT ALL TIMES. THE ENGINEER SHALL HAVE ACCESS TO THE CONTRACTOR'S

DOCUMENTS AT ALL TIMES.

2. ON FINDING A DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS INTERNALLY, OR

BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE

CONTRACTOR SHALL IMMEDIATELY BRING SAID DISCREPANCY TO THE ATTENTION OF

THE CMD PM. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DRAWINGS.

3. DURING CONSTRUCTION, CONTRACTOR SHALL TAKE FIELD NOTES OF ACTUAL

LOCATIONS OF ALL INSTALLED EQUIPMENT, SLABS, PIPING, CONDUIT, AND ALL OTHER

CONSTRUCTION RELATED MATERIAL ON A DAILY BASIS TO REFLECT WORK

COMPLETED. CONTRACTOR SHALL PREPARE AND MAINTAIN A REDLINE "AS-BUILT"

SET OF PLANS THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL PERIODICALLY

REVIEW THE "AS-BUILT" SET WITH THE CMD PM TO ENSURE CHANGES ARE KEPT UP

TO DATE. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" PLANS TO THE CMD PM FOR

REVIEW AND APPROVAL PRIOR TO PREPARATION OF FINAL "AS-BUILT" SET.

4. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL

ENVIRONMENTAL LAWS AND ORDINANCES.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE ENVIRONMENT DURING

CONSTRUCTION BY PROTECTING TREES AND SHRUBS, CONTAINING ANY RUNON OR

RUNOFF, CONTROLLING DUST AND CONTAMINATION CAUSED BY THE CONTRACTOR.

THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS OFFSITE

INCLUDING PAVEMENT, CONCRETE, PIPELINES, SOIL, OR OTHER CONSTRUCTION

RELATED MATERIAL REMOVED DURING CONSTRUCTION. IF EXCAVATED MATERIALS

CANNOT BE USED AS BACKFILL, THEY SHALL BE DISPOSED OF AT AN AUTHORIZED

FACILITY AND WITH THE PROPER DOCUMENTATION. THE CONTRACTOR SHALL

PROVIDE THE CMD PM WITH THE APPROPRIATE MANIFESTS AND CERTIFICATES TO

DEMONSTRATE THAT THE MATERIALS HAVE BEEN PROPERLY DISPOSED OF. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR WASTE PROFILING OF MATERIAL FOR

DISPOSAL. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO RECYCLE

CONSTRUCTION MATERIAL IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

6. THE CONTRACTOR SHALL CLEARLY MARK PROPOSED EXCAVATIONS PRIOR TO ANY

INTRUSIVE WORK. EXCAVATION AREAS SHALL BE CLEARED BY UNDERGROUND

SERVICE ALERT, GEOPHYSICAL SURVEY, AND THE OWNER'S REPRESENTATIVE PRIOR

TO ANY INTRUSIVE WORK. SUBSURFACE WORK SHALL NOT COMMENCE UNTIL AN

AREA HAS BEEN CLEARED.

7. THE CONTRACTOR SHALL EXERCISE CAUTION IN PERFORMING SUBSURFACE WORK. IF

AN UNMARKED UTILITY IS ENCOUNTERED THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CMD PM, WHO WILL BE RESPONSIBLE FOR DETERMINING HOW TO

PROCEED RELATIVE TO THE UNMARKED UTILITY.

8. THE CONTRACTOR SHALL PERFORM ALL THE NECESSARY WORK TO COMPLETE THE

PROJECT IN A SATISFACTORY MANNER. UNLESS OTHERWISE PROVIDED, THE

CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, LABOR, AND

INCIDENTALS NECESSARY TO COMPLETE THE WORK.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK. ALL WORK SHALL CONFORM TO THE LINE,

GRADE AND ELEVATIONS SHOWN ON THESE PLANS. ANY DISCREPANCY, ERROR, OR

OMISSION DISCOVERED BY THE CONTRACTOR SHALL BE BROUGHT TO THE

ATTENTION OF THE CMD PM.

10. CONSTRUCTION AND TRENCHING AREAS SHALL BE CLEARLY MARKED WITH CONES,

BARRICADES, OR OTHER APPROVED SAFETY MARKERS AS REQUIRED BY LOCAL

CODES TO RESTRICT ACCESS AND PROVIDE A SAFE WORK AREA FOR THE

CONTRACTOR, ENGINEER, AND ANYONE ELSE PERMITTED TO ENTER THE WORK AREA

(E.G. INSPECTORS, OWNERS, ETC.).

11. ALL MATERIALS, PARTS, AND EQUIPMENT FURNISHED BY THE CONTRACTOR FOR THIS

PROJECT SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. QUALITY OF WORK

SHALL BE TO GENERALLY ACCEPTED STANDARDS. MATERIALS AND WORK QUALITY

ARE SUBJECT TO THE ENGINEER'S APPROVAL. MATERIALS AND WORK NOT

CONFORMING TO THE CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED

DEFECTIVE AND SUBJECT TO REJECTION. DEFECTIVE WORK OR MATERIAL, WHETHER

IN PLACE OR NOT, SHALL BE REMOVED IMMEDIATELY FROM THE SITE BY THE

CONTRACTOR, AT ITS EXPENSE, WHEN SO DIRECTED BY THE CONTRACTING OFFICER.

IF THE CONTRACTOR FAILS TO REPLACE ANY DEFECTIVE OR DAMAGED WORK OR

MATERIAL AFTER REASONABLE NOTICE, THE CONTRACTING OFFICER MAY CAUSE

SUCH WORK OR MATERIALS TO BE REPLACED, THE COST OF WHICH WILL BE

DEDUCTED FROM PAYMENTS DUE TO THE CONTRACTOR.

12. THE CONTRACTOR SHALL WARRANT ALL MATERIALS AND WORKMANSHIP FOR A

PERIOD OF TWO YEARS FOLLOWING ACCEPTANCE OF THE FINAL WALKTHROUGH

INSPECTION BY THE CMD PM. DEFECTS SHALL BE CMD PMRECTED AT NO COST TO

THE OWNER.

13. THE CONTRACTOR SHALL COMMISSION ALL EQUIPMENT IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS AND SHALL PROVIDE FOR THE TRAINING OF ALL

OPERATIONAL STAFF THROUGHOUT THE WARRANTY PERIOD.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF SLUDGE GENERATED

BY THE MBR SYSTEM THROUGHOUT THE WARRANTY PERIOD.

15. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT IN PLACE EXISTING

FEATURES NOT INCLUDED FOR DEMOLITION IN THESE PLANS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING FEATURES DURING

CONSTRUCTION ACTIVITIES AND SHALL REPAIR OR REPLACE DAMAGED FEATURES AT

ITS OWN EXPENSE.

16. THE WORK AREA IS AN OPERATING TRAINING FACILITY FOR THE CALIFORNIA ARMY

NATIONAL GUARD. IT IS LIKELY THAT TRAINING MAY BE IN PROGRESS DURING

EXECUTION OF THIS WORK. THE CONTRACTOR SHALL COORDINATE HIS WORK AND

THE WORK OF HIS SUBCONTRACTORS TO ENSURE A MINIMAL IMPACT TO THE

OPERATIONS AT CAMP ROBERTS.

17. UNLESS SPECIFIED OTHERWISE, SUBMITTALS WILL BE REQUIRED FOR ALL MATERIALS

TO BE USED FOR CONSTRUCTION. SHOP DRAWINGS WILL BE REQUIRED FOR ALL

ITEMS THAT WILL BE FABRICATED FOR THE WORK. THE CONTRACTOR SHALL HANDLE

SUBMITTALS AS DESCRIBED IN SECTION 01 22 00 OF THE UFGS. THE CMD PM CAN

WAIVE THIS REQUIREMENT FOR MINOR ITEMS AT HIS DISCRETION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING LOCAL SURVEYING

CONTROL. SUCH CONTROL SHALL USE THE CALIFORNIA STATE PLANE COORDINATE

SYSTEM (ZONE 4), THE HORIZONTAL DATUM FOR THE PROJECT SHALL BE THE NORTH

AMERICAN DATUM OF 1983 (NAD 83). THE VERTICAL DATUM SHALL BE THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

19. THE CA ARNG WILL OPERATE ITS FACILITIES IN AND AROUND THE WORK AREA. THE

CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO ENSURE THAT WATER

(AND OTHER UTILITY) SERVICE IS DISRUPTED AS LITTLE AS POSSIBLE DURING THE

WORK. THE CONTRACTOR SHALL COORDINATE WITH THE CAMP ROBERTS

DEPARTMENT OF PUBLIC WORKS TO IDENTIFY UTILITY SHUT-OFFS IN THE EVENT THE

WORK AREA MUST BE ISOLATED.

20. THE EXISTING TREATMENT FACILITIES SHALL REMAIN IN OPERATION AT ALL TIMES

DURING THE CONSTRUCTION OF THE PROJECT TO THE EXTENT POSSIBLE. PORTABLE

OR TEMPORARY TREATMENT FACILITIES AND EQUIPMENT SHALL BE UTILIZED IF

PORTIONS OF THE EXISTING TREATMENT SYSTEM NEED TO BE BROUGHT OFFLINE

DUE TO DEMOLITION OR NEW COMPONENT TIE-INS PRIOR TO MBR COMMISSIONING.

21. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO

PROTECT EXISTING FACILITIES THAT ARE TO REMAIN IN PLACE. ALL FACILITIES

DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL

COMPENSATION.

22. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL SURPLUS

EXCAVATION MATERIAL AND DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN

THE SITE IN A NEAT AND ORDERLY CONDITION.

23. FOR WORK SEQUENCE, REFER TO SPECIFICATION SECTION 01 11 00 PART 1.2.1.

24. EXISTING FENCE AND GATES SHALL BE PROTECTED IN PLACE UNLESS NOTED

OTHERWISE.

25. LOCATION AND DEPTH OF (E) UTILITIES SHOWN ARE BASED ON AVAILABLE DRAWINGS

AND OBSERVABLE SURFACE FEATURES. CONTRACTOR SHALL POTHOLE AND FIELD

VERIFY DEPTH AND LOCATION OF ALL UTILITIES, (IN PARTICULAR AT CONNECTION

AND PIPE CROSSING POINTS).

26. CONTRACTOR SHALL GRADE SITE TO PRE-CONSTRUCTION CONDITIONS AND

RESTORE EXISTING ACCESS ROADS TO PRE-CONSTRUCTION CONDITIONS UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

27. SPECIAL INSPECTIONS SHALL BE AS DESCRIBED ON SHEET S01.

28. PRIOR TO EXISTING INFRASTRUCTURE DEMOLITION, CONTRACTOR SHALL HAVE

PERFORMED A HAZARDOUS MATERIALS INSPECTION AND ASSESSMENT OF

INFRASTRUCTURE TO BE REMOVED FOR LEAD AND ASBESTOS. REMOVAL AND

DISPOSAL OF SUCH MATERIAL SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE,

AND DoD PROCEDURES.

29. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH CMD

ENVIRONMENTAL PRIOR TO ANY GROUND DISTURBANCE.\

30. THE CONTRACTOR SHALL LOCATE ALL STAGING AND EQUIPMENT STORAGE WITHIN

THE FENCED AREAS OF THE WWTP. CONTRACTOR SHALL COORDINATE FINAL

LOCATION WITH CMD PM.

GENERAL NOTES

HORIZONTAL DATUM:

CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE IV

NAD83(2010.0) CA HPGN

MEAN COMBINATION FACTOR (CF):

1.0000218950633270

DISTANCES SHOWN HEREON ARE GRID DISTANCES

TO CONVERT GRID DISTANCE TO GROUND DISTANCE ... DIVIDE BY THE CF

TO CONVERT GROUND DISTANCE TO GRID DISTANCE ... MULTIPLY BY THE CF

VERTICAL DATUM:

NAVD88 BASED ON BENCH MARK

PLATE

& AND

L ANGLE

± APPROXIMATELY

> GREATER THAN

< LESS THAN

Ø DIAMETER

% PERCENT

@ AT

AB AGGREGATE BASE, ANCHOR BOLT

AC ASPHALT CONCRETE

A.C. ALTERNATING CURRENT

ACP ASBESTOS CEMENT PIPE

ALUM ALUMINUM

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

AVE AVENUE

AVG AVERAGE

ADD ADDITIONAL

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B BURIED

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

BM BENCH MARK

BP BEGINNING POINT

BS BLACK STEEL

B&S BELL & SPIGOT

BV BALL VALVE

BWR BACKWASH RETURN WATER

C CONCRETE ENCASED

, C/L CENTERLINE

CA COMPRESSED AIR

CAV COMBINATION AIR-VACUUM RELEASE

VALVE

CB CATCH BASIN

CC CENTER TO CENTER

CDF CONTROLLED DENSITY FILL

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CIPP CURED-IN-PLACE PIPE LINING

CL2 CHLORINE

CLG CHLORINE GAS

CLR CLEAR, CLEARANCE

CLS CHLORINE SOLUTION

CLSM CONTROLLED LOW STRENGTH MATERIAL

CLW CLEARWELL

CML&C CEMENT LINED & COATED

CML CEMENT MORTAR LINING

CO CLEANOUT

COMB COMBINED

COMM COMMUNICATIONS

COMP COMPACTION

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CMD PM CALIFORNIA MILITARY DEPARTMENT

PROJECT MANAGER

CPLG COUPLING

CSK COUNTERSINK

CTR CENTER

CTS CATHODIC PROTECTION TEST STATION

CU COPPER

D DIAMETER, DRAIN

(D) DEMOLISH

DF DITCH FLOW LINE

DFE DENITRIFYING FILTER EFFLUENT

DG DECOMPOSED GRANITE

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DN DOWN

DoD DEPARTMENT OF DEFENSE

DPW DEPARTMENT OF PUBLIC WORKS

DR DRIVE

DS DIGESTED SLUDGE

DWG DRAWING

E EAST, EXPOSED

(E) EXISTING

EA EACH

ECC ECCENTRIC

ED EQUIPMENT DRAIN

EF EACH FACE

EFF PLANT EFFLUENT

EL, ELEV ELEVATION

ELL ELBOW

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

EQ EQUAL, EQUATION

EXP EXPANSION

EW EACH WAY

(F) FUTURE

FB FLAT BAR

FC FLEX COUPLING

FCA FLANGE COUPLING ADAPTER

FD FLOOR DRAIN

FES FILTER EFFLUENT SAMPLE

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FIN FINISHED

FLEX FLEXIBLE

FLG FLANGE

FLGD FLANGED

FM FLOW METER

FO FIBER OPTIC

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET

FTGS FITTINGS

FURN FURNISH

GA GAUGE OR GUY ANCHOR

GALV GALVANIZED

GAL GALLON

GFI GROUND FAULT INTERRUPTER

GND GROUND

GP GUARD POST

GPM GALLON PER MINUTE

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

H HEIGHT

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HORIZ HORIZONTAL

HP HORSEPOWER

ID INSIDE DIAMETER OR IDENTIFICATION

IE INVERT ELEVATION

IN INCH

INT INTERIOR

INV INVERT

JT JOINT

JB, J-BOX JUNCTION BOX

KW KILOWATT

LB POUND

LONGIT LONGITUDINAL

LP LOW POINT

LTG LIGHTING

(M) MODIFIED

MAX MAXIMUM

MC MICRO

MCC MOTOR CONTROL CENTER

MB MACHINE BOLT

MBR MEMBRANE BIOREACTOR

MECH MECHANICAL

MEM MEMBRANE

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MTR MOTOR

(N) NEW

N NORTH

NaOH SODIUM HYDROXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

N/A NOT APPLICABLE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED -

CONTRACTOR INSTALLED

OG ORIGINAL GRADE

OPNG OPENING

PC "PIECE, POINT OF CURVE"

PCC POINT OF CURVE TO CURVE

PE PLAIN END, PERMANENT EASEMENT,

PRIMARY EFFLUENT

PI POINT OF INTERSECTION

PL "PLATE, PROPERTY LINE"

PLCS PLACES

POLY POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PW PLANT WATER

R RADIUS

(R) RELOCATE

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RECT RECTANGULAR

RED REDUCER

REG REGULATOR

REINF REINFORCING

REQ'D REQUIRED

R/W RIGHT OF WAY

RW RAW WASTEWATER

S SOUTH, SLOPE

SA SAMPLE

SD STORM DRAIN

SE SECONDARY EFFLUENT

SED SEDIMENTATION

SES SEDIMENTATION EFFLUENT SAMPLE

SDMH STORM DRAIN MANHOLE

SK SCUM

SS SANITARY SEWER, STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

SCH, SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT,SH SHEET

SIM SIMILAR

SL SLUDGE

SPECS SPECIFICATIONS

SQ SQUARE

STA STATION

STL STEEL

STD STANDARD

t THICKNESS

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

TB THRUST BLOCK

TBC TOP BACK OF CURB

TBM TEMPORARY BENCH MARK

TCE TEMPORARY CONSTRUCTION EASEMENT

TFE TRICKLING FILTER EFFLEUNT

TFR TRICKLING FILTER RECYCLE

TDH TOTAL DISCHARGE HEAD

TEL TELEPHONE

TEMP TEMPORARY

THK THICK

TOC TOP OF CONCRETE

TOS TOP OF SLAB

TV TOP OF VAULT

TYP TYPE or TYPICAL

UG UNDERGROUND

V VENT

VARS VARIES

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT TO ROOF

W WEST, WATER, WIDE

W/ WITH

W/O WITHOUT

WAB WORK AREA BOUNDARY

WP WATERPROOF

WS WELDED STEEL, WATER SURFACE

WSEL WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WWTP WASTE WATER TREATMENT PLANT

WW WASTE WATER

WWF WELDED WIRE FABRIC

C03 C04

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text

S S

ASPHALT

PAVEMENT

GATE

NEW MBR SYSTEM

LIMIT OF WORK

AREA, CONFINED

TO THE EXISTING

FENCED WWTP

FACILITY

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

O H

W W

W W W W W W

W W

W W W W W W W W W

W W

S S

W W

E E

S S

W S

S S

S NEW SLUDGE

HANDLING

SYSTEM

PROPOSED CONTRACTOR

LAYDOWN AND STAGING AREA,

CONTRACTOR SHALL CONFIRM

LOCATION WITH THE CMD PM

NEW PERMEATE

RETENTION POND

EXISTING TREATMENT

SYSTEM BYPASS PIPE

EXISTING TREATMENT

SYSTEM BYPASS PIPE

ABANDONED

STABILIZER

TANK (TO BE

REMOVED)

NEW PERMEATE PUMP

STATION TO

RECIRCULATION PIPE

EXISTING

DENITRIFYING

SYSTEM

EXISTING

TRICKLING FILTER

TF1

EXISTING TRICKLING

FILTER TF2

(ABANDON IN PLACE)

EXISTING

PRIMARY

CLARIFIER

NEW SUBSURFACE

POWER SUPPLY

W W

E N

C E

H W

EXISTING OVERFLOW

MANHOLE

EXISTING

DIVERSION

MANHOLE

NEW TREATED WW

DISCHARGE PIPE TO

EXISTING DISCHARGE

MANHOLE

EXISTING

PERCOLATION POND

S S

HEADWORKSGRIT

CHAMBER

GRIT

CHAMBER

LAB

BUILDINGMAIN WET

WELL

EXISTING

DISCHARGE

VAULT

FLOW METER

EXISTING

DIVERSION

CHAMBER

EXISTING

OFFICE

BUILDING

REPLACE EXISTING

3-PHASE TRANSFORMER

PER SHEET E02

NEW LOW-FLOW

PUMP STATION

EXISTING SECONDARY CLARIFIER,

REPURPOSE AS EQUALIZATION TANK,

REMOVE SLUDGE ARM AND RAKE. CENTER

COLUMN AND WALKWAY TO REMAIN

DEMO

EXISTING

SLUDGE

PUMP

EXISTING WW DISCHARGE

TO PERCOLATION PONDS

NEW WWTP

PIPELINE TO MBR

NEW EQUALIZATION

TANK INLET PIPE

NEW PERMEATE

PIPELINE TO PERMEATE

RETENTION POND

EXISTING DIGESTER #1

(TO BE REMOVED)

EXISTING DIGESTER #2

(ABANDONED, TO BE

REMOVED)

MAIN GATE

DRAIN /

RECIRCULATION

NEW SCREEN COMPACTOR

AND DUMPSTER

MBR OVERFLOW

AND RECIRCULATION

NEW WATER

SUPPLY TO MBR

EXISTING DIGESTER PUMP

AND VALVE BUILDING

(TO BE REMOVED)

SLUDGE

WASTEWATER

DRAIN

SCALE

0 30 60 FEET

C :\W

O R

K \D

R A

G \C

R W

-E X

N G

E P

.D W

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

W A

T R

E A

N T

E P

-E X

N G

E P

.D W

S H

E E

O F

SCOPE OF WORK

1. CLEARING, GRUBBING, SITE PREPARATION AND INSTALLATION OF SITE CONTROLS.

2. REPLACE EXISTING HEADWORKS MECHANICAL SCREEN HMI.

3. INSTALL NEW HEADWORKS MECHANICAL SCREEN SPRAY WASH, COMPACTOR, AND DISPOSAL

DUMPSTER.

4. REMOVE ACCUMULATED SLUDGE FROM THE EXISTING SLUDGE DRYING BEDS AND EXISTING

SLUDGE DIGESTERS (STORAGE TANKS) AND DISPOSE OF AT AN APPROVED FACILITY. PROVIDE

FOR SLUDGE HANDLING OF EXISTING WWTP PRIMARY CLARIFIER DURING CONSTRUCTION AND

UP TO COMMISSIONING OF MBR.

5. ABANDON, RELOCATE, AND/OR DEMOLISH EXISTING WASTE WATER TREATMENT PLANT (WWTP)

COMPONENTS TO ALLOW FOR INSTALLATION OF MEMBRANE BIOREACTOR SYSTEM(S), SLUDGE

HANDLING SYSTEM, AND ASSOCIATED COMPONENTS. REMOVE ALL ABANDONED SUBSURFACE

PIPING AND CONDUITS ENCOUNTERED DURING CONSTRUCTION.

6. ABANDON AND REMOVE EXISTING 24-INCH DIA. RCP FROM DIVERSION CHAMBER TO

SECONDARY CLARIFIER.

7. REPURPOSE EXISTING SECONDARY CLARIFIER AS MBR EQUALIZATION TANK WITH UPSTREAM

LOW-FLOW EQUALIZATION TANK BY-PASS PUMP STATION.

8. INSTALL NEW 24-INCH DIA. HDPE GRAVITY LINE FROM DIVERSION CHAMBER TO LOW-FLOW

PUMP STATION AND FROM LOW-FLOW PUMP STATION TO EQUALIZATION TANK.

9. INSTALL NEW EQUALIZATION TANK SUBMERSIBLE TRANSFER PUMPS WITH ASSOCIATED

CONTROLS.

10. TRENCH EXCAVATION AND INSTALLATION OF NEW PIPELINE(S).

11. SURFACE RESTORATION IN AREAS OF TRENCHING (MATCH EXISTING CONDITIONS WHERE

APPROPRIATE).

12. INSTALL NEW MBR SYSTEM, SLUDGE HANDLING SYSTEM, AND ASSOCIATED PIPING AND

CONCRETE PADS.

13. INSTALL NEW ELECTRICAL SERVICE AND SUBSURFACE ELECTRICAL LINE(S) PROVIDING POWER

TO THE NEW MBR SYSTEM AND ASSOCIATED COMPONENTS.

14. GRADE PERMEATE RETENTION POND AND INSTALL HDPE LINER SYSTEM. EXCESS CUT THAT

MEETS SPECIFICAITONS MAY BE UTILIZED AS BACKFILL, STOCKPILED AT THE CAMP ROBERTS

LANDFILL BORROW AREA UPON APPROVAL BY CAMP ROBERTS ENVIRONMENTAL, OR AS

DIRECTED BY THE CMD PM.

15. INSTALL NEW PERMEATE RETENTION POND PUMP STATION WITH ASSOCIATED CONTROLS.

16. PROVIDE CONTROLS AS REQUIRED FOR IMPLEMENTATION OF ALL WWTP COMPONENTS WITH

THE NEW MBR SYSTEM.

17. UPGRADE THE ELECTRICAL UTILITY SERVICE TO ACCOMMODATE NEW SYSTEM LOAD(S).

18. PROVIDE FOR REMOTE MONITORING OF WWTP COMPONENTS WITHIN EXISTING BASEWIDE

SCADA SYSTEM.

19. PERFORM STARTUP TESTING AND COMMISSIONING REQUIREMENTS AS SPECIFIED IN THE

CONTRACT DOCUMENTS.

NOTES:

1. SEE SHEETS C01 AND C02 FOR EXISTING BELOWGROUND WASTEWATER TREATMENT PLANT

PIPING AND DEMOLITION PLAN. SEE SHEET C03 FOR SITE LAYOUT AND IMPROVEMENT PLAN.

SEE SHEET C11 FOR HARDSCAPE IMPROVEMENT PLAN.

2. THE EXISTING SLUDGE DIGESTER #1 IS CURRENTLY IN USE. VOLUME OF SLUDGE CONTAINED

WITHIN THE DIGESTER AT TIME OF PROJECT CONSTRUCTION MAY VARY AND IS DEPENDANT ON

CAMP ROBERTS OCCUPANCY AND TIMING OF LAST DISPOSAL EVENT. CONTRACTOR IS

RESPONSIBLE FOR EVALUATING AND DETERMINING AMOUNT OF SLUDGE CONTAINED WITHIN

THE DIGESTER FOR REMOVAL AND DISPOSAL AT TIME OF PROJECT CONSTRUCTION.

TEMPORARY SLUDGE STORAGE AND REMOVAL SHALL BE PROVIDED BY CONTRACTOR DURING

CONSTRUCTION OF MBR AND ASSOCIATED SLUDGE HANDLING SYSTEM.

3. PERMEATE RETENTION POND CUT MATERIAL IS ASSUMED TO BE COMPRISED OF SLUDGE

MATERIAL FROM THE EXISTING DIGESTER(S). CONTRACTOR IS RESPONSIBLE FOR EVALUATING

THE THICKNESS AND DETERMINING AMOUNT OF SLUDGE MATERIAL CONTAINED WITHIN THE

EXISTING SLUDGE DRYING BEDS TO BE REMOVED. MATERIAL SHALL BE CHARACTERIZED AND

DISPOSED OF AT AN APPROVED FACILITY.

ESTIMATED DEMOLITION AND BACKFILL IMPORT EARTHWORK VOLUMES

APPROXIMATE VOLUME OF NON-STRUCTURAL IMPORT BACKFILL: ~500 CY

APPROXIMATE VOLUME OF STRUCTURAL IMPORT BACKFILL: ~2,500 CY

FENCE LINE

WATER

SANITARY SEWER

ELECTRICAL (UNDERGROUND)

E x

EXISTING GRADES (MAJOR - 5 FOOT)

EXISTING GRADES (MINOR - 1 FOOT)

ELECTRICAL (OVERHEAD)OH

LEGEND

SUBJECT LINES (PROPOSED CONSTRUCTION)

EXISTING CONDITIONS

PROPOSED GRADES (MAJOR - 5 FOOT)

PROPOSED GRADES (MINOR - 1 FOOT)

LIMIT OF GRADING

PERMEATE RETENTION POND GRADING

APPROXIMATE GRADED AREA: 38,100 SQ. FT.

APPROXIMATE CUT: 1,265 CUBIC YD

APPROXIMATE FILL: 37 CUBIC YD.

APPROXIMATE NET (CUT): 1,228 CUBIC YD. (SEE NOTE 3)

ESTIMATED SLUDGE VOLUME FOR REMOVAL AND DISPOSAL

APPROXIMATE VOLUME OF SLUDGE WITHIN DRYING BEDS: ~2,500 CY (SEE NOTE 3)

APPROXIMATE VOLUME OF SLUDGE IN DIGESTER #1: VARIES (SEE NOTE 2)

APPROXIMATE VOLUME OF SLUDGE IN DIGESTER #2: EMPTY

REFERENCE: EXISTING ELEVATIONS AND TOPOGRAPHIC CONTOURS ARE APPROXIMATE AND ARE BASED ON TOPOGRAPHIC INFORMATION PROVIDED BY ANDREGG GEOMATICS, DATED FEBRUARY 13, 2013. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.

FLOW PROFILE - LOW FLOW SCENARIO

(E) HEADWORKS

(E) DIVERSION

CHAMBER

EL 581.4

(E) PERCOLATION

PONDS

EL 582.10

EL 578.00 EL 577.80

(E) MH 1

(N) MBR PACKAGE PLANT

EL 578.50

IE 566.00

EL 566.00

(E) 24" RCP

IE 577.41

BOTTOM OF

CHANNEL

EL. 578.47

(E) 24" RCP

IE: 578.62

(E) 24" RCP

IE: 578.47

48" STAND PIPE

AUTOMATED SELF

CLEANING SCREEN

HORZ: NTS

VERT: 1" = 4'

FLOW PROFILE - PERMEATE RECIRCULATION

HORZ: NTS

VERT: 1" = 4'

(N) PERMEATE

RETENTION POND

PUMP STATION

(N) MBR PACKAGE PLANT

EL 578.00

EL 570.00

EL 564.00

(N) PERMEATE RETENTION POND

(FORMERLY SLUDGE DRYING BEDS)

(N) LOW FLOW

PUMP STATION(N) 24" HDPE

IE 573.39

EL 578.9

EL 578.00

ELEV 565.00

EL 578.00

6" HDPE (RECIRCULATE

TO LOW-FLOW WET WELL)

(N) 24" HDPE

IE 577.00

(N) 4" HDPE / SS

6" SS (PERMEATE TO

RETENTION POND)

(N) 8" HDPE TREATED WW PIPE

4" HDPE

IE: 568.00

EL 570.64

EXISTING INFRASTRUCTURE

EL 587.00

(N) LOW FLOW

PUMP STATION

DISCHARGE TO MBR

(SEE LOW-FLOW

PROFILE)

(N) 6" HDPE / SS

IN-SPEC TREATED WW MBR DISCHARGE

(PER CLOACINA DISCHARGE VALVE CLUSTER)

OUT-OF-SPEC TREATED WW MBR

DISCHARGE (PER CHLOACINA

DISCHRAGE VALVE CLUSTER)

W P

R O

O W

W A

N D

P E

R M

E A

E C

N G

H Y

D R

A U

P R

W G

C :\W

O R

K \D

R A

G \C

R W

Y D

R A

C P

R O

.D W

S H

E E

O F

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

NOTES:

1. THE WATER SURFACE DOWNSTREAM OF THE EQUALIZATION TANK IS A

CONSTANT AND IS DEFINED BY THE PUMPING RATE OF THE PUMPING

UNITS THAT SUPPLY THE MBR SYSTEM.

2. THE WATER SURFACE IN THE PERCOLATION PONDS WILL BE SUBJECT TO

TWO FACTORS --- THE ACTUAL PERCOLATION CAPACITY AND THE

BYPASS FLOW (WHEN IT OCCURS).

FLOW PROFILE - EQUALIZATION TANK

(E) HEADWORKS

(E) DIVERSION

CHAMBER

EL 581.4

EL 582.10

(N) MBR PACKAGE PLANT

(E) 24" RCP

IE 577.41

BOTTOM OF

CHANNEL

EL. 578.47

(E) 24" RCP

IE: 578.62 (E) 24" RCP

IE: 578.47

AUTOMATED SELF

CLEANING SCREEN

HORZ: NTS

VERT: 1" = 4'

EL 578.3

(N) LOW FLOW

PUMP STATION

EL 578.00

EQUALIZATION TANK

(FORMERLY SECONDARY

CLARIFIER)

(N) 24" HDPE

IE 572.08

(E) PERCOLATION

PONDS

EL 578.00 EL 577.80

(E) MH 1

EL 578.50

IE 566.00

EL 566.00

(E) 48" STAND PIPE

ELEV 565.00

(N) 24" HDPE

IE 573.14

(N) 24" HDPE

IE 573.39

(N) 24" HDPE

IE 577.00

(N) 6" HDPE / SS WW PIPE

(N) 8" HDPE TREATED WW PIPE

EL 570.64

EXISTING INFRASTRUCTURE

EL 587.00

EXISTING INFRASTRUCTURE

IN-SPEC TREATED WW MBR DISCHARGE

(PER CLOACINA DISCHARGE VALVE CLUSTER)

W P

R O

Q U

Z A

N T

A N

K G

H Y

D R

A U

P R

W G

C :\W

O R

K \D

R A

G \C

R W

Y D

R A

C P

R O

.D W

S H

E E

O F

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

NOTES:

1. THE WATER SURFACE DOWNSTREAM OF THE EQUALIZATION TANK IS A

CONSTANT AND IS DEFINED BY THE PUMPING RATE OF THE PUMPING

UNITS THAT SUPPLY THE MBR SYSTEM.

2. THE WATER SURFACE IN THE PERCOLATION PONDS WILL BE SUBJECT TO

TWO FACTORS --- THE ACTUAL PERCOLATION CAPACITY AND THE

BYPASS FLOW (WHEN IT OCCURS).

003-5

FGV

003-4

FGV

N E

-IN

H D

I ( G

R A

NEW 6-INCH SS (GRA)

NEW 6-INCH HDPE

EXISTING 24-INCH

PIPE (GRA)

24-INCH PIPE

(GRA)

SLG-210

(E) SLG-117 (INSPECT &

REPLACE AS NECESSARY)

SLG-211SLG-116

DIVERSION

MANHOLE

(ELEV 567.5')

EXISTING SECONDARY

CLARIFIER

(REPURPOSED

EQUALIZATION TANK)

RAW WASTEWATER

RAW WASTEWATER ROLL OFF

BIN

MBR PACKAGE PLANT

(CLOACINA DESIGNED/SUPPLIED)

(SEE PSHEET 02 FOR PROCESS)

MANUAL

SCREEN

PARSHALL FLUME

W/ EXISTING FLOW

SENSOR/TRANSMITTER

AND PANEL

GRIT CHAMBER

(APPROXIMATELY

850,000 GALLON

STORAGE CAPACITY)

EXISTING

DIVERSION

CHAMBER

(ELEV 569.5')

GRIT CHAMBER

MECHANICAL

SCREEN

SCREENINGS

DUMPSTER

E X

N G

-IN

H P

R A

TO LANDFILL OR

OTHER WASTE

DISPOSAL FACILITY

HDPE LINED PERMEATE

RETENTION POND

(FORMER SLUDGE

DRYING BEDS)

(ELEV 570.0)

PERCOLATION POND

(ELEV 570.0')

EXISTING 18 -INCH PIPE (GRA)

EXISTING OVERFLOW MAHHOLE

(FORMER SECONDARY EFFLUENT

PUMP STATION)

(ELEV 563.5')

EXISTING DISCHARGE

MANHOLE MH-1

(ELEV 566.0')

EXISTING 18 -INCH PIPE (GRA)

PERMEATE

RETENTION POND

PUMP STATION

(ELEV 568.0')

002-5

FGV

002-4

FGV

001-1

FGVN

E W

-IN

C H

H D

P E

R A

SP-5 SP-6

PERCOLATION POND

(ELEV 568.0')

PERCOLATION POND

(ELEV 566.0')

DISCHARGE

VAULT

REPLACE 24-INCH

PIPE (GRA)

NEW 6-INCH HDPE (PRES)

005-1

FGV

EXISTING CLARIFIER

DISCHARGE (USED FOR

EMERGENCY OVERFLOW)

EXISTING MANHOLE

003-1

FGV

002-1

FGV

SP-1

LLS

HLS

LLS

HLSLT

003-2

FGV

002-2

FGV

24-INCH HDPE

PIPE (GRA)

N E

-IN

H H

D P

E P

R E

(L O

W F

LOW FLOW WET

WELL

003-3

FGV

002-3

FGV

LLS

HLS

SECONDARY

CONTAINMENT

SECONDARY

CONTAINMENT

SECONDARY

CONTAINMENT

SCREEN

WASH AND

COMPACTOR HHLS

HHLS

SP-2 SP-3 005-4

FGV

N E

-IN

H H

D P

E (G

R A

DRYPAC SLUDGE HANDLING SYSTEM

(CLOACINA DESIGNED/SUPPLIED)

TREATED MBR DISCHARGE

M B

R O

V E

O W

E C

NEW 4-INCH HDPE

AUTOMATED EFFLUENT

VALVE CLUSTER,

CLOACINA SUPPLIED

(SEE NOTE 1)

2-INCH HDPE

PIPE (GRA)

005-3

FGV

C :\W

O R

K \D

R A

G \C

R W

.D W

W W

P R

O C

E S

S F

G R

A M

.D W

S H

E E

O F

GATE OR GENERIC

VALVE

STOP CHECK VALVE

SWING CHECK VALVE

AIR RELEASE VALVE

KNIFE VALVE

BALL CHECK VALVE

CHECK VALVE

BALL VALVE

PLUG VALVE

ECCENTRIC

PLUG VALVE

BUTTERFLY VALVE

SP-1

PRESSURE RELIEF VALVE

PUMP CONTROL VALVE

SOLENOID VALVE 2-WAY

CENTRIFUGAL PUMP

SUBMERSIBLE PUMP

DRAIN

AIR RELIEF VALVE

PROCESS LINE FROM ANOTHER SHEET

(MATCH LETTERS)

PROCESS LINES CROSSING

(NOT CONNECTED)

ELECTRICAL DIRECTION ARROW

FLOW ARROW FOR PROCESS PIPING

PROCESS LINE GOING TO ANOTHER

SHEET (MATCH LETTERS)

ELECTRICAL SIGNAL

EXISTING PROCESS PIPING AND EQUIPMENT

PROCESS PIPING

PRESSURE

PRESSURE SWITCH

POUNDS PER SQUARE INCH

PROCESS VARIABLE

RETURN ACTIVATED SLUDGE

RAW WATER

REMOTE

RADIO FREQUENCY

REMOTE INPUT OUTPUT

RAW SEWAGE

RAW SEWAGE PUMP

RESET

RESISTANCE TEMPERATURE DETECTOR

REMOTE TELEMETRY UNIT

RUN (FAST SPEED)

RUN (SLOW SPEED)

SLUDGE BLANKET

SERVICE ENTRANCE EQUIPMENT

SERVICE ENTRANCE SECTION

SINGLE LOOP CONTROLLER

START-LOCK-OFF-STOP

SULFUR DIOXIDE

SOLENOID OPERATED VALVE

SET POINT

SPEED

SPARE

START/STOP (MAINTAINED)

SOLID STATE STARTER (SOFT START)

MOTOR STARTER

TEMPERATURE ALARM HIGH

TEMPERATURE AND/OR MOISTURE

TEMPERATURE

TEMPERATURE SWITCH

TOTAL SUSPENDED SOLIDS

UNDERGROUND

UP/STOP/DOWN

VOLT

VARIABLE FREQUENCY DRIVE

WATER

WASTE ACTIVATED SLUDGE

WASTEWATER

TRANSMITTER

POSITION (i.e. LIMIT) SWITCH

PRES

PSI

RAS

RAW

REM

RIO

RSP

RST

RTD

RTU

RUNf RUNs

SEQ

SES

SLC

SLOS

SO2

SOV

SPD

SPR

SSS

STR

TAH

T/M

TEMP

TSS

USD

VFD

WAS

XMTR

L, LO

LAN

LCP

LIT

LOS

MCC

MCP

MFR(S)

MGD

MG/L

MLR

MOD

MTU

NPW

NTU

O/C

OCA

OCR

OIT

OOA

OOR

OSC

PAH

PDIT

PDS

PER

PIT

PLC

PNL

POS

POT

PPG

PPH

PPM

AFD

AIC

ARV

ATS

AUTO

CL2

CON

DCS

DWG

EGO

ETM

ETMf ETMs

EOL

ELEV

EXIST

FIT

FVNR

GND

GAL

GPD

GPH

GPM

GRA

H, HI

H2S

HMI

HOA

IOE

AMPERE

ADJUSTABLE FREQUENCY DRIVE

ANALOG INPUT

AMPS INTERRUPTING CAPACITY

AIR RELIEF VALVE

ANALOG OUTPUT

AIR SUPPLY

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

CIRCUIT BREAKER

CHLORINE

CONTACTOR

COPPER

CONTROL VALVE

DISTRIBUTED CONTROL SYSTEM

DISCRETE INPUT

DISSOLVED OXYGEN, DISCRETE OUTPUT

DIFFERENTIAL PRESSURE

DRAWING

EMERGENCY GAS OFF

ELAPSED TIME METER

ELAPSED TIME METER (FAST SPEED)

ELAPSED TIME METER (SLOW SPEED)

ELECTRONIC OVERLOAD

MEAN SEA LEVEL ELEVATION

EXISTING

FOUL AIR

FAIL CLOSED

FINAL EFFLUENT

FLOW INDICATING TRANSMITTER

FORWARD-REVERSE

FLOAT SWITCH

FULL VOLTAGE NON-REVERSING

FINISHED WATER

GROUND

GALLONS

GALLONS PER DAY

GALLONS PER HOUR

GALLONS PER MINUTE

GRAVITY

HIGH

HYDROGEN SULFIDE

HUMAN MACHINE INTERFACE

HAND-OFF-AUTO

CURRENT

INPUT/OUTPUT

INTERNAL-OFF-EXTERNAL

JUNCTION BOX

LOW

LOCAL AREA NETWORK

LOOP CONTROLLER

LOCAL CONTROL PANEL

LEVEL INDICATING TRANSMITTER

LOCK-OFF-STOP

LOCAL/REMOTE

LEVEL (i.e.. FLOAT) SWITCH

METER

MANUAL/AUTO

MILLIAMP

MANUFACTURE CABLE

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MANUFACTURER(S)

MILLION GALLONS PER DAY

MILLIGRAMS PER LITER

MANHOLE

MIXED LIQUOR RETURN

MOISTURE

MODULATED

MASTER TELEMETRY UNIT

NON-POTABLE WATER

NITROGEN SUPPLY

TURBIDITY

OPEN / CLOSE

OPEN-CLOSE-AUTO

OPEN-CLOSE-REMOTE

OPERATOR INTERFACE TERMINAL

OVERLOAD

ON/OFF (MAINTAINED)

ON-OFF-AUTO

ON-OFF-REMOTE

OPEN-STOP-CLOSE

PRESSURE ALARM HIGH

PRESSURE DIFFERENTIAL INDICATING TRANSMITTER

PRESSURE DIFFERENTIAL SWITCH

PERMISSIVE

PRESSURE INDICATING TRANSMITTER

PROGRAMMABLE LOGIC CONTROLLER

PANEL

PULSE OUTPUT

POSITION

POTENTIOMETER

POUNDS PER GALLON

POUNDS PER HOUR

PARTS PER MILLION

PAIR

FUTURE PIPING AND EQUIPMENT

PINCH VALVE

3-WAY VALVE

4-WAY VALVE

ANGLE VALVE

DIAPHRAGM VALVE

(ALTERNATE)

GLOBE VALVE

HAND VALVE

PRESSURE REGULATOR WITH

REMOTE PROCESS

CONNECTION

PRESSURE REGULATOR SELF

CONTAINED

SOLENOID VALVE 3-WAY

FLOW CONTROL VALVE

VACUUM RELIEF VALVE

PROCESS EQUIPMENT AND SYMBOLS PROCESS LINE SYMBOLSPROCESS ABBREVIATIONS

PIPE REDUCER

SCHEDULE OF VALVES

VALVE DESIGNATION SIZE TYPE MATERIAL OF CONSTRUCTION SERVICE

FGV 001 6-INCH GATE DI BURIED/EXPOSED

FGV 002 4-INCH GATE DI BURIED/EXPOSED

FGV 003 4-INCH CHECK DI BURIED/EXPOSED

FGV 004 8-INCH GATE DI BURIED/EXPOSED

FGV 005 6-INCH BUTTERFLY SS EXPOSED

SCHEDULE OF PUMPS

PUMP DESIGNATION FLOWRATE POWER DESCRIPTION TYPE MANUFACTURER / MODEL OR EQUAL

SP-1 75 GPM 1 HP LOW-FLOW LIFT STATION SUBMERSIBLE GOULDS WS10BF

SP-2 250 GPM 3 HP EQ LIFT STATION SUBMERSIBLE EBARA 100DLMFU63.7

SP-3 250 GPM 3 HP EQ LIFT STATION SUBMERSIBLE EBARA 100DLMFU63.7

SP-5 75 GPM 0.5 HP PERMEATE RECIRCULATION SUBMERSIBLE GOULDS WS05BF

SP-6 75 GPM 0.5 HP PERMEATE RECIRCULATION SUBMERSIBLE GOULDS WS05BF

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

NOTES:

1. MBR SYSTEM EFFLUENT SHALL BE FITTED WITH AUTOMATED VALVES TO ALLOW

FOR OUT-OF-SPEC EFFLUENT TO BE DISCHARGED TO THE PERMEATE RETENTION

POND. IN-SPEC EFFLUENT SHALL BE DISCHARGED TO THE EXISTING DISCHARGE

MANHOLE. CLOACINA SHALL PROVIDE AUTOMATED VALVING TO BE ACTUATED BY

THE MBR PLC BASED ON TREATED WASTEWATER QUALITY PARAMETERS.

CONTRACTOR SHALL CONNECT IN-SPEC AND OUT-OF-SPEC DISCHARGE PIPING IN

ACCORDANCE WITH CLOACINA PROVIDED MBR SYSTEM.

AutoCAD SHX Text P03 /A

AutoCAD SHX Text S

AutoCAD SHX Text

FAS

CHAMBER

CLEAR WELL

MEM 2 MEM 1 CHAMBER

PERMEATE

FAS

WAS

MEM 3

R A

RAS

CHAMBER 2

RAS

CHAMBER 1

ANOXIC

CHAMBER RB CHAMBER RA

AERATION

ANOXIC

CHAMBER LB CHAMBER LA

AERATION

POST FINE SCREEN INFLUENT

TREATED WASTE WATER

SURFACE DISCHARGE TO

EXISTING PERCOLATION

PONDS

R A

WAS

CHAMBER MB CHAMBER MB

AERATION ANOXIC

TO DRYPAC SLUDGE

PROCESS SYSTEM

W A

RAS WAS

WW WAS

CLOACINA MEMPAC-M6 MBR

OUT-OF-SPEC TREATED

WASTE WATER

DISCHARGE TO

PERMEATE RETENTION

POND

AUTOMATED VALVE CLUSTER, IN-SPEC WW

DIRECTED TO PERCOLATION PONDS,

OUT-OF-SPEC WW DIRECTED TO PERMEATE

RETENTION POND (CLOACINA PROVIDED AND

CONTROLLED)

M B

R P

R O

C E

S S

W D

R A

M P

W G

S H

E E

O F

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

C :\W

O R

K \D

R A

G \C

R W

.D W

REFERENCE: MBR PROCESS FLOW DIAGRAM PROVIDED BY CLOACINA DRAWING,

STANDARD MEMPAC-M6 BARDENPHO WASTE WATER TREATMENT PLANT, SHEET

NUMBER P-001, REVISION A

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

O H

TRICKLING FILTER TF1

TRICKLING FILTER TF2

PRIMARY CLARIFIER

(E) SECONDARY

CLARIFIER

LAB

BUILDING

DIGESTER

(ABANDONED)

STABILIZER

TANK

(ABANDONED)

TBM

CHAIN LINK

FENCE

3" GI PIPE

WATER LINE

TRANSFORMER PLATFORM

WATER SUPPLY

BACKFLOW PREVENTER

EXISTING 18" PIPE

EXISTING 8" DFE

MH 1

EXISTING 4" HDPE

WATER

4" PW

REPURPOSE EXISTING DENITRIFICATION BLDG FOR

STORAGE, OR IN ACCORDANCE WITH CMD PM

DIRECTION

GATE

DENITRIFYING FILTER AND ASSOCIATED

EQUIPMENT (DECOMMISSION AND

REMOVE AFTER MBR STARTUP IN

ACCORDANCE WITH CMD PM DIRECTION)

6" SE

2" PW

HOSE BIBB

AND HOSE RACK

4" HDPE

WATER LINE

6" CI PIPE

2" GI PIPE WATER LINE

2" HDPE

WATER LINE

DEMO AND REMOVE EXISTING PUMP

STATION AND WET WELL (SEE NOTE 1)

WALL AND SLIDE

GATE

8" TFE

6" CI

PIPE

24" RCP

DEMO/ABANDON 24" RCP

ABANDON 24" RCP

OVERFLOW MANHOLE

(SECONDARY EFFLUENT

PUMP STATION)

ASPHALT

PAVEMENT

24" RCP

DIVERSION

CHAMBER

24" RCP

2" GI PIPE

6" CI PIPEGRIT

CHAMBER

SCREEN

HEADWORKS

SERVICE

POLE

FLOW

METER

GRIT

CHAMBER

24" RCP

16" PIPE

TFI UNDERFLOW

OUTLET BOX

24" CONC.

PIPE

MH-BURIED

PP PP

GATE

18" PIPE

21" GRAVITY

INFLUENT

18" GRAVITY

INFLUENT 6" CI PIPE

SLUDGE LINE

1" GI PIPE

WATER LINE

2" PVC PIPE

WATER LINE

2" PVC PIPE

WATER LINE

6" CI

PIPE

24" CONC.

PIPE

2" CI PIPE

6" CI PIPE (ABANDON)

2" GI PIPE

3" GAS

EXISTING FENCING SHALL BE

MOVED TO ACCOMMODATE

NEW EQUIPMENT FOOTPRINT,

REPLACE TO MATCH EXISTING

EXISTING SLUDGE

DRYING POND

EXISTING SLUDGE

DRYING POND

MTSGROUND ROD

#2/0 CUG

SECONDARY PULL

BOXES H20 RATED

ELECTRICAL

LINE

ELECTRICAL

LINE

EFFLUENT PUMP

STATION PULL BOXES

H20 RATED

R C

LATIO

D S

DEMO

EXISTING TANK

WATER LINE

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

REMOVE OVERFLOW

MANHOLE PUMP EQUIPMENT

ATE

M M

AIN

O N

W A

M M

G A

R R

DISCHARGE

VAULT

MAIN WET

WELL

OFFICE

BUILDING

ELECTRICAL SERVICE UPGRADE

PER ELECTRICAL PLANS

DEMO EXISTING DIGESTERS,

STRUCTURES, AND HOLDING

TANKS, ABANDON IN PLACE

ALL ASSOCIATED

BELOWGROUND PIPING AND

CONDUITS

24" CONC.

PIPE (ABANDON)

/ REMOVE EXISTING RAKE ARM

(SEE NOTE 5)

REMOVE EXISTING FEEDWELL

(SEE NOTE 5)

ABANDON EXISTING 4"

DENITRIFICATION

RECIRCULATION LINE

REMOVE

WATER LINE4 5

REMOVE AND

REPLACE EXISTING

DIVERSION MANHOLE

9 9

///8

SCALE

0 20 40 FEET

C :\W

O R

K \D

R A

G \C

R W

G S

N A

N D

D E

M O

.D W

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

E X

N G

E A

N D

D E

M O

O N

F 2)

G S

N A

N D

D E

M O

.D W

S H

E E

O F

NOTES:

1. THE CONTRACTOR SHALL REMOVE, RELOCATE, OR REPLACE EXISTING EQUIPMENT TO

ALLOW FOR THE INSTALLATION OF NEW EQUIPMENT. REMOVAL, RELOCATION OR

REPLACEMENT ACTIVITIES WILL BE CONDUCTED IN COORDINATION WITH THE CMD PM.

2. THE CONTRACTOR SHALL PROVIDE FOR SLUDGE HANDLING PRIOR TO DEMOLITION OF THE

EXISTING SLUDGE DIGESTERS UNTIL PROJECT CONSTRUCTION IS COMPLETED AND

WASTEWATER TREATMENT PROCESSES ARE MIGRATED TO THE NEW MBR AND SLUDGE

HANDLING FACILITIES. THE CONTRACTOR MAY UTILIZE MOBILE SLUDGE HANDLING PROCESS

UNITS PROVIDED BY CLOACINA, OR OTHERS, AS APPROPRIATE.

3. THE CONTRACTOR SHALL RE-ESTABLISH EXISTING GRADE AFTER DEMOLITION AND

SUBSURFACE STRUCTURE/PIPELINE REMOVAL. BACKFILL MATERIAL SHALL BE CLEAN

IMPORT, NON-STRUCTURAL BACKFILL, COMPACTED TO A MINIMUM 90% RELATIVE MAXIMUM

DENSITY, UNLESS OTHERWISE SPECIFIED. BACKFILL BENEATH THE PROPOSED MBR AND

DRYPACK SYSTEMS SHALL BE STRUCTURAL BACKFILL, COMPACTED TO A MINIMUM 95%

RELATIVE MAXIMUM DENSITY IN ACCORDANCE WITH GEOTECHNICAL REQUIREMENTS

PROVIDED ON SHEET S01.

4. PIPE LINES 6 INCH DIA. OR SMALLER ARE DISPLAYED AS SINGLE LINE.

5. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING RAKE ARM AND FEEDWELL. CENTER

COLUMN, COLUMN FRAME, AND BRIDGE PLATFORM TO REMAIN IN PLACE.

FENCE LINEx

EXISTING GRADES (MAJOR - 5 FOOT)

EXISTING GRADES (MINOR - 1 FOOT)

ELECTRICAL (OVERHEAD)OH

LEGEND

SUBJECT LINES (PROPOSED CONSTRUCTION)

EXISTING CONDITIONS

SUBSURFACE LINE

DEMO/ABANDON

DEMOLISH/REMOVE

ELECTRICAL (UNDERGROUND)E

SHEET C02

SHEET C01

CUT AND PLUG EXISTING PIPE WITH MINIMUM 18-INCHES

CONCRETE PLUG ON EACH END

2 REMOVE EXISTING CLARIFIER RAKE ARM AND FEEDWELL

REMOVE EXISTING 24" DIA. RCP FROM DIVERSION CHAMBER TO

EXISTING CLARIFIER. PLUG PIPING BENEATH CLARIFIER WITH

MINIMUM 18-INCHES CONCRETE PLUG ON EACH END

4 REMOVE EXISTING WATER LINE, CAP AT HOSE BIB

DEMO AND REMOVE EXISTING SLUDGE PUMP STATION, WET

WELL, AND SUBSURFACE PIPING TO DIGESTER PUMP(S)

DISPOSE OF EXISTING DIGESTER SLUDGE, DEMO EXISTING

DIGESTERS, PIPING, AND PUMP STATION. BACKFILL WITH

STRUCTURAL FILL

DEMO AND REMOVE EXISTING CONE BOTTOM, IN-GROUND,

CONCRETE TANK. PLUG INLET/OUTLET PIPING WITH MINIMUM

18-INCH CONCRETE PLUG ON EACH END. BACKFILL WITH

STRUCTURAL FILL

REMOVE EXISTING SUBMERSIBLE PUMPS, ASSOCIATED

CONTROLS, AND POWER. REMOVE VERTICAL DISCHARGE RISER.

REMOVE PUMP DISCHARGE PIPES AND PLUG MANHOLE PIPE

PENETRATIONS

DEMO AND REMOVE EXISTING SLUDGE DRYING BED

INFRASTRUCTURE. CUT AND PLUG SUBSURFACE PIPING WITH

MINIMUM 18-INCHES CONCRETE PLUG

10 REMOVE ACCUMULATED SLUDGE TO NATIVE SOIL. GRADE PER

GRADING PLAN

UPON COMMISSIONING OF MBR AND SLUDGE HANDLING

EQUIPMENT, DEMO AND REMOVE EXISTING DENITRIFICATION

EQUIPMENT, CHEMICAL FEED EQUIPMENT, PIPING, AND

APPURTENANCES

ITEM No. DESCRIPTION

TRICKLING FILTER TF2

(E) SECONDARY

CLARIFIER

WATER SUPPLY

BACKFLOW PREVENTER

EXISTING 18" PIPE

EXISTING 8" DFE

MH 1

EXISTING 4" HDPE

WATER

4" PW

REPURPOSE EXISTING DENITRIFICATION BLDG FOR

STORAGE, OR IN ACCORDANCE WITH CMD PM

DIRECTION

GATE

DENITRIFYING FILTER AND ASSOCIATED

EQUIPMENT (DECOMMISSION AND

REMOVE AFTER MBR STARTUP IN

ACCORDANCE WITH CMD PM DIRECTION)

6" SE

2" PW

HOSE BIBB

AND HOSE RACK

4" HDPE

WATER LINE

ABANDON 24" RCP

OVERFLOW MANHOLE

(SECONDARY EFFLUENT

PUMP STATION)

ASPHALT

PAVEMENT

24" RCPCHAMBER

GATE

18" PIPE

EXISTING FENCING SHALL BE

MOVED TO ACCOMMODATE

NEW EQUIPMENT FOOTPRINT,

REPLACE TO MATCH EXISTING

EXISTING SLUDGE

DRYING POND

EXISTING SLUDGE

DRYING POND

SECONDARY PULL

BOXES H20 RATED

ELECTRICAL

LINE

EFFLUENT PUMP

STATION PULL BOXES

H20 RATED

R C

LATIO

D S

WATER LINE

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

REMOVE OVERFLOW

MANHOLE PUMP EQUIPMENT

DISCHARGE/ // / / / / / / / / / / / / / / / / / DEMO EXISTING DIGESTERS,

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

APPROXIMATE EXTENT

OF BRUSH AND SHRUB

BRUSH AND SHRUB

VEGETATION

EXISTING TREATED WASTEWATER

PERCOLATION POND

(E) TREE

REMOVE ASSOCIATED

SLUDGE DRYING POND

EQUIPMENT AND PIPELINES

APPROXIMATE

EXTENT OF SLUDGE

(SEE NOTE 5)

APPROXIMATE

EXTENT OF SLUDGE

(SEE NOTE 5)

/ REMOVE EXISTING RAKE ARM

(SEE NOTE 5)

REMOVE EXISTING FEEDWELL

(SEE NOTE 5)

ABANDON EXISTING 4"

DENITRIFICATION

RECIRCULATION LINE

9 9

///8

SCALE

0 20 40 FEET

C :\W

O R

K \D

R A

G \C

R W

G S

N A

N D

D E

M O

.D W

R E

S H

E E

T N o.

P R

C T

N o.

N A

M E

C H

E C

K E

D B

A P

P R

D B

D A

D R

A W

N B

D E

N E

A S

N O

O T

, A

L O

S C

D A

E V

D E

S C

R E

S U

M M

A R

Y A

P P

'D B

P R

E P

A R

E D

B Y

P R

E P

A R

E D

F O

C A

R N

A R

Y D

E P

A R

N T

E A

R H

O W

D R

R A

N C

H O

C O

R D

O V

A , C

W A

T R

E A

N T

U P

G R

A D

E S

P H

A S

C A

M P

R O

B E

, C A

P M

-3

-0 1-

E S

B R

N S

T O

5% D

E S

/3 1/

E S

S U

B M

N O

D R

E, S U

E, C A

R N

-5

D R

S E

5% D

E S

S U

B M

E S

S U

B M

0% D

E S

S U

B M

E X

N G

E A

N D

D E

M O

O N

N (2

O F

2) C

E X

N G

E P

A N

D D

E M

O .D

W G

S H

E E

O F

FENCE LINEx

EXISTING GRADES (MAJOR - 5 FOOT)

EXISTING GRADES (MINOR - 1 FOOT)

ELECTRICAL (OVERHEAD)OH

LEGEND

SUBJECT LINES (PROPOSED CONSTRUCTION)

EXISTING CONDITIONS

SUBSURFACE LINE

DEMO/ABANDON

DEMOLISH/REMOVE

ELECTRICAL (UNDERGROUND)E

SHEET C02

SHEET C01

NOTES:

1. THE CONTRACTOR SHALL REMOVE, RELOCATE, OR REPLACE EXISTING

EQUIPMENT TO ALLOW FOR THE INSTALLATION OF NEW EQUIPMENT.

REMOVAL, RELOCATION OR REPLACEMENT ACTIVITIES WILL BE

CONDUCTED IN COORDINATION WITH THE CMD PM.

2. THE CONTRACTOR SHALL PROVIDE FOR SLUDGE HANDLING AFTER THE

EXISTING SLUDGE DIGESTERS HAVE BEEN DEMOLISHED AND REMOVED

UNTIL PROJECT CONSTRUCTION IS COMPLETED AND WASTEWATER

TREATMENT PROCESSES ARE MIGRATED TO THE NEW MBR AND

SLUDGE HANDLING FACILITIES. THE CONTRACTOR MAY UTILIZE

MOBILE SLUDGE HANDLING PROCESS UNITS PROVIDED BY CLOACINA,

OR OTHERS, AS APPROPRIATE.

3. THE CONTRACTOR SHALL RE-ESTABLISH EXISTING GRADE AFTER

DEMOLITION AND SUBSURFACE STRUCTURE/PIPELINE REMOVAL.

BACKFILL MATERIAL SHALL BE CLEAN IMPORT, NON-STRUCTURAL

BACKFILL, COMPACTED TO A MINIMUM 90% RELATIVE MAXIMUM

DENSITY, UNLESS OTHERWISE SPECIFIED.

4. PIPE LINES 6 INCH DIA. OR SMALLER ARE DISPLAYED AS SINGLE LINE.

5. CONTRACTOR SHALL FIELD VERIFY EXTENT AND DEPTH OF EXISTING

SLUDGE TO BE REMOVED AND DISPOSED.

C05C02

CUT AND PLUG EXISTING PIPE WITH MINIMUM 18-INCHES

CONCRETE PLUG ON EACH END

2 REMOVE EXISTING CLARIFIER RAKE ARM AND FEEDWELL

REMOVE EXISTING SUBMERSIBLE PUMPS, ASSOCIATED

CONTROLS, AND POWER. REMOVE VERTICAL DISCHARGE RISER.

REMOVE PUMP DISCHARGE PIPES AND PLUG MANHOLE PIPE

PENETRATIONS

DEMO AND REMOVE EXISTING SLUDGE DRYING BED

INFRASTRUCTURE. CUT AND PLUG SUBSURFACE PIPING WITH

MINIMUM 18-INCHES CONCRETE PLUG

10 REMOVE ACCUMULATED SLUDGE TO NATIVE SOIL. GRADE PER

PLAN

UPON COMMISSIONING OF MBR AND SLUDGE HANDLING

EQUIPMENT, DEMO AND REMOVE EXISTING DENITRIFICATION

EQUIPMENT, CHEMICAL FEED EQUIPMENT, PIPING, AND

APPURTENANCES

ITEM No. DESCRIPTION

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

O H

W W W

E E

W W

EXISTING 24"

PIPE

EXISTING EQUIPMENT

RETAINED FOR

REDUNDANCY/EMERGENCY

FLOW

CONVERT EXISTING CLARIFIER

INTO EQUALIZATION TANK

RELOCATED FENCING

(MATCH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 20, 2026.