02_Exhibit A_30 Percent Drawings_PFAS Preconstruction Services.pdf

PDF 18 MB Posted Jul 24, 2024

Attached to: Preconstruction Services - Frisco PFAS Mitigation
Solicitation number: RFP_07_24_24
Issued by: Sedgwick County, Colorado

About this file

Written by GovTribe AI · May 7, 2025

These are preliminary 30% review drawings for the Town of Frisco's Well 7 PFAS (Per- and Polyfluoroalkyl Substances) Mitigation Improvements project, prepared by Plummer Associates, Inc. in association with Atlos Architects, BCER, and Repella Consulting Engineers. The documents cover a comprehensive set of engineering and architectural drawings detailing the proposed water treatment facility, including site plans, building layouts, mechanical and electrical systems, process flow diagrams, and hydraulic profiles. The project involves constructing a new treatment building at the existing Well 7 location, featuring two treatment vessels, chemical storage rooms, associated piping and equipment, electrical and instrumentation systems, and site improvements.

The drawings indicate a treatment facility designed to mitigate PFAS contamination, with key components including a 15,000-gallon chlorine contact pressure vessel, treatment vessels, cartridge filters, pumps, chemical injection systems for sodium hypochlorite and sodium hydroxide, and supporting infrastructure. The facility will be located on a site near the Nordic Center Lodge in Frisco, Colorado, with an elevation around 9,075 feet. The design appears to be in the preliminary review stage, marked explicitly as "not intended for construction, bidding, or permit purposes," suggesting the project is still in the early design phase and will undergo further refinement before potential construction procurement.

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Other files

File	Type	Posted
03_Exhibit B_30 Percent Specification Outline_PFAS Preconstruction Services.pdf	PDF	Jul 24, 2024
Addendum 1_PFAS_Questions _ Responses.pdf	PDF	Jul 24, 2024
01_RFP_PFAS Preconstruction Services.pdf	PDF	Jul 24, 2024
04_Exhibit C_SAMPLE - Goods and or Services - Frisco.pdf	PDF	Jul 24, 2024
Addendum 2_PFAS.pdf	PDF	Jul 24, 2024

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Plummer Associates, Inc.

TAYLOR M. GERTIG, P.E., PROJECT MANAGERPATRICK J. O'BRIEN, P.E., PRINCIPAL

TOWN OF FRISCO

PRELIMINARY REVIEW DRAWINGS FOR:

WELL 7 PFAS MITIGATION IMPROVEMENTS

1221 AURARIA PKWY | DENVER, COLORADO 80204

303.300.3464 | www.plummer.com

Plummer Associates, Inc.

MAY 2024

IN ASSOCIATION WITH:

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023DATE:

CO P.E. NO.

PATRICK J. O'BRIEN

33925

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

OWNER'S ADDRESS

102 SCHOOL ROAD

PO BOX 4100

FRISCO CO 80443

9057.59

RED CAP 15242

9053.66

RED CAP 15242

9054.61

RED CAP 1524216

9056.90

BLM S35/S36

9068.26

CDOT 1029

LPLPLP

UGE

M E

GAS

W W

O U

N O

RAMP

M E

CONC.

DECK

EDGE OF ASPHALT

G O

RECREATION WAY

O U

(S E)

W ) 9

U T

.4 7'

GRAVEL PATH

RECREATION PATH 21

S TR

D 3.

5' L

N O

U T

TOP OF BANK

CONCRETE

O F

E O

N K

UGE

M E

GAS

GASGAS

GAS

UGE

GAS

UGT

W W W W W

W W

W W W W

O U

N O

RAMP

M E

CONC.

DEC

EDGE OF ASPHALT

G O

RECREATION WAY

UGE

W W

O U

(S E)

W ) 9

U T

.4 7'

GRAVEL PATH

RECREATION PATH

S TR

D 3.

5' L

N O

U T

TOP OF BANK

CONCRETE

O F

E O

N K

UGE

G-001

Y M

N D

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

Ge ne ra l\G

-0

Y M

N D

dw g

: 5

/9 /2

P M

R pe m be rt on U

P em be rt on , R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

INDEX OF DRAWINGS

SEQ # SHEET TITLE

GENERAL

1. G-000 COVER SHEET

2. G-001 SHEET LIST AND AND VICINITY MAP

3. G-002 GENERAL NOTES

4. G-003 CIVIL AND MECHANICAL SYMBOLS AND ABBREVIATIONS

5. G-004 PROCESS FLOW DIAGRAM AND HYDRAULIC PROFILE

6. G-005 HYDRAULIC PROFILE

7. G-006 PIPE SCHEDULE AND DESIGN CRITERIA

CIVIL

8. C-100 OVERALL EXISTING SITE PLAN

9. C-101 PROPOSED SITE PLAN PLAN

10. C-102 PROPOSED YARD PIPING PLAN

11. C-103 ENLARGED GRADING AND SITE COORDINATE PLAN

ARCHITECTURAL

12. A-001 ARCHITECTURAL GENERAL NOTES

13. A-100 BUILDING PLAN

14. A-101 BUILDING ELEVATIONS I

15. A-102 BUILDING ELEVATIONS II

STRUCTURAL

16. S-001 STRUCTURAL GENERAL NOTES

17. S-100 BUILDING STRUCTURAL PLAN

18. S-101 BUILDING SECTIONS I

19. S-102 BUILDING SECTIONS II

20. S-103 BUILDING SECTIONS III

21. S-104 BUILDING SECTIONS IV

MECHANICAL

22. M-100 TREATMENT BUILDING PLAN

23. M-101 TREATMENT BUILDING SECTIONS I

24. M-102 TREATMENT BUILDING SECTIONS II

25. M-103 PUMP AREA SECTIONS I

26. M-104 PUMP AREA SECTIONS II

HVAC

27. H-001 HVAC GENERAL NOTES

28. H-100 HVAC PLAN

29. H-101 HVAC SECTIONS I

30. H-102 HVAC SECTIONS II

ELECTRICAL

31. E-001 PROVISIONS AND NOTES

32. E-002 LEGEND

33. E-100 SITE PLAN

34. E-101 ONE-LINE DIAGRAM

35. E-102 SCHEDULES

36. E-103 POWER PLAN

37. E-104 LIGHTING PLAN

38. E-105 GROUNDING PLAN

INSTRUMENTATION

39. I-001 LEGEND AND SYMBOLS

40. I-100 EXISTING P&ID

41. I-101 PROPOSED TREATMENT SYSTEM P&ID

42. I-102 NETWORK ARCHITECTURE

43. I-103 INSTRUMENT PLAN

44.

STANDARD DETAILS

45. A-900 ARCHITECTURAL DETAILS I

46. A-901 ARCHITECTURAL DETAILS II

47. S-900 STRUCTURAL DETAILS I

48. S-901 STRUCTURAL DETAILS II

49. M-900 MECHANICAL DETAILS I

50. M-901 MECHANICAL DETAILS II

51. H-900 HVAC DETAILS I

52. H-901 HVAC DETAILS II

53. E-900 CONTROL SCHEMATICS

54. E-901 GROUNDING SCHEMATIC

55. E-902 ELECTRICAL STANDARD DETAILS I

56. E-903 ELECTRICAL STANDARD DETAILS II

VICINITY MAP

SCALE: 1"=100'

NORDIC CENTER LODGERECREATION

PATH

PENINSULA ROAD/

RECREATION WAY

PROJECT LOCATION

SUMMIT BLVD

IT BLVD

E MAIN ST

LOCATION MAP

SCALE: 1"=500'

PEN

RD/

REC

REA

TIO

N W

PITKIN ST

DILLON

RESERVOIR

PENINSULA

RECREATION

AREA

PROPOSED TREATMENT

BUILDING

EXISTING WELL 7

BUILDING

* SHEET NOT INCLUDED IN 30% REVIEW SET

EMATICS

I-104 INSTRUMENT PLAN II*

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

Ge ne ra l\G

-0

N O

dw g

: 5

/9 /2

P M

R pe m be rt on U

P em be rt on , R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS WITHIN THE OWNER'S EXISTING

EASEMENTS AND RIGHTS-OF-WAY AND THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS, AND SHALL USE DUE CARE IN PLACING CONSTRUCTION TOOLS, EQUIPMENT, EXCAVATED

MATERIALS, MATERIALS AND SUPPLIES, SO AS TO CAUSE NO DAMAGE TO PROPERTY OR

INTERFERENCE WITH OTHER CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTION OF ALL EXISTING ASPHALT AND CONCRETE FROM CONSTRUCTION EQUIPMENT.

DAMAGED ASPHALT AND CONCRETE SHALL BE REPLACED IN KIND BY THE CONTRACTOR, AT HIS OR

HER EXPENSE.

2. CONTRACTOR SHALL LOCATE, POTHOLE AND VERIFY THE LOCATIONS OF ALL EXISTING PIPING

PRIOR TO START OF CONSTRUCTION. WHERE CONNECTIONS ARE TO BE MADE, CONTRACTOR

SHALL VERIFY THE EXISTING MATERIAL TYPE PRIOR TO ORDERING ANY CONNECTION FITTINGS OR APPURTENANCES REQUIRED FOR THE CONNECTIONS. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY SO AS TO MINIMIZE DISRUPTION IN SERVICE TO EXISTING USERS.

3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE

OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT

DOES NOT CONFORM TO STANDARDS AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:

(A) ALL LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION.

(B) THE NOTIFICATION OF THE PROPER AUTHORITIES PRIOR TO CONSTRUCTION AND A

PRECONSTRUCTION MEETING WITH THE OWNER, AND ENGINEER OF RECORD.

5. ALL PAVEMENT SAW CUTS SHALL BE 90° TO ONE ANOTHER.

6. THE CONTRACTOR SHALL PROTECT, REPAIR OR REPLACE ANY UTILITY IN KIND INCLUDING BUT NOT LIMITED TO: RESIDENTIAL SERVICES, WATER LINES, SEWER LINES, STORM DRAINS, ETC., THAT WAS

REMOVED OR DAMAGED DURING CONSTRUCTION.

7. ALL MANHOLES/VALVE RINGS AND COVERS SHALL BE INSTALLED WITH CONCRETE COLLARS UNLESS

OTHERWISE NOTED.

8. ALL KNOWN SEWERS, WATER MAINS, GAS MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND

OTHER UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH

INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED

THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF

UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF

THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL

RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED.

CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS HE OR SHE THINKS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. CONTRACTOR SHALL, AHEAD OF EXCAVATION, AND PRIOR TO

ORDERING OF ANY PRODUCTS FOR THE PROJECT, LOCATE ALL UNDERGROUND UTILITIES AND

STRUCTURES SO THAT THEY WILL NOT BE ACCIDENTALLY CUT BY CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL CONTACT THE UTILITY INFORMATION CENTER AT 811 AT LEAST 48 HOURS

PRIOR TO ANY DIGGING.

9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND

ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT

LIMITED TO NORMAL WORKING HOURS.

10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES

NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VEHICULAR AND PEDESTRIAN TRAFFIC

CONTROL DURING THE ENTIRE LENGTH OF THE PROJECT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL PLANS & PERMITTING.

13. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE

ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING.

14. ALL DISTURBED SOIL, ON OR OFF-SITE, AND RELATED TO WORK AT THIS PROJECT SITE, IS REQUIRED

TO BE PROTECTED FROM WIND AND STORM WATER EROSION. THE CONTRACTOR IS RESPONSIBLE

FOR OBTAINING A STORMWATER MANAGEMENT PERMIT AND ABIDING BY THE PERMIT

OBLIGATIONS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF

STORMWATER BEST PRACTICES UNTIL FINAL STABILIZATION IS ACHIEVED.

15. ANY DISRUPTION OF UTILITY SERVICE THAT IS REQUIRED TO ADJUST, EXTEND, RELOCATE OR

OTHERWISE MODIFY ANY UTILITY WITHIN THE PROJECT AREA SHALL BE COORDINATED IN

ADVANCE WITH THE OWNER AND OWNER SHALL BE NOTIFIED 48 HOURS PRIOR TO THE START OF

DISRUPTION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE

TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED

IMMEDIATELY BY AN APPROPRIATE METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY

FRONT-END LOADER, HANDWORK, ETC.) AND APPROVED BY THE INSPECTOR.THE FREQUENCY AND

EFFORT OF STREET CLEANING OPERATIONS SHALL BE DIRECTLY RELATED TO THE AMOUNT OF

CONSTRUCTION TRAFFIC AND WEATHER CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY

ADDRESS ANY STREET CLEANING PROBLEMS IDENTIFIED BY THE OWNER.

17. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER.

18. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, MATERIALS, AND

CONDITIONS PRIOR TO INITIATING WORK.

19. CONTRACTOR SHALL SUPPORT AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES

FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. CONTRACTOR SHALL

REPLACE ITEMS AND REPAIR STRUCTURES DAMAGED BY CONSTRUCTION AND/OR

DEMOLITION TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE

OWNER. CONTRACTOR SHALL TOUCH-UP ITEMS THAT ARE AFFECTED DURING

CONSTRUCTION. AREAS IMPACTED BY CONSTRUCTION ACTIVITIES INCLUDING BUT NOT

LIMITED TO GRASS AREAS, SIDEWALKS, ROADS, STRUCTURES,PIPING, AND EQUIPMENT

SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS

DETERMINED BY THE OWNER.

20. CONTRACTOR SHALL NOT OPERATE ANY EXISTING VALVES DURING CONSTRUCTION. ALL

EXISTING VALVE OPERATIONS SHALL BE COORDINATED WITH AND PERFORMED BY THE

OWNER.

21. CONTRACTOR SHALL COORDINATE ELECTRICAL, INSTRUMENTATION, AND PIPING.

22. EXISTING VALVES, PIPELINES, AND STRUCTURES WILL LEAK IN THE CLOSED POSITION.

CONTRACTOR SHALL PROVIDE WHATEVER MEANS AND EQUIPMENT NECESSARY TO

CONTROL WATER DURING CONSTRUCTION.

23. ALL ANCHOR BOLTS, EXPANSION ANCHORS, AND CONCRETE INSERTS SHALL BE 304

STAINLESS STEEL UNLESS OTHERWISE NOTED.

24. ALL SURFACES AND MATERIALS IN CONTACT WITH WATER SHALL COMPLY WITH THE

REQUIREMENTS OF THE SAFE DRINKING WATER ACT AND SHALL CONFORM TO NSF-61.

PRODUCT SHALL BEAR THE MARK OR SEAL OF AN ACCREDITED TESTING LABORATORY.

25. FURNISH AND INSTALL INSULATED BOLT AND GASKET SET AT CONNECTIONS BETWEEN

DISSIMILAR METALS.

26. PIPE SUPPORTS SHOWN ON THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES AND DO

NOT SHOW ALL SUPPORTS AT THE REQUIRED SPACING.REFER TO SECTION 40 05 07

"HANGERS AND SUPPORTS FOR PROCESS SYSTEMS" FOR PIPE SUPPORT SPACING

REQUIREMENT.

27. ALL EQUIPMENT, VALVES, FITTINGS, MATERIALS, ETC., REMOVED IN CONJUNCTION WITH

THE CONTRACTORS ACTIVITIES ON THIS PROJECT ARE THE PROPERTY OF THE OWNER AND

SHALL BE OFFERED TO THEM FOR THEIR CONTINUED USE.

28. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIAL FROM THE PROJECT AREA

INCLUDING DEMOLISHED VALVES, EQUIPMENT, AND PIPING, CONCRETE RUBBLE AND

DEBRIS RESULTING FROM DEMOLITION, TRASH, ETC. TO AN APPROPRIATE OFF SITE

LOCATION.

29. REFERENCE ELECTRICAL PLANS FOR ELECTRICAL CONDUIT, DUCT BANKS, RACEWAYS, LIGHT

POLES, AND MANHOLES.

GENERAL NOTES (CONTINUED):

G-002

N O

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

GENERAL NOTES

AT NO COST TO THE OWNER.

SEWER MANHOLE

SURVEY CATEGORY

CONTROL MONUMENT

SECTION CORNER

WATER MAIN

SEWER MAIN

SEWER FORCEMAIN

STORM DRAIN

W W

SS SS

FM FM

SD SD

PROPOSED FEATURES

RAW WATER MAIN RW RW

WATER VALVE

SURVEY MONUMENT

SEE DESCRIPTION

EASEMENT LINE

CONTOUR - MAJOR

CONTOUR - MINOR5541

FIRE HYDRANT

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

Ge ne ra l\G

-0

A N

O N

dw g S

: 5 /9

M S

B Y:

R pe m be rt on

P em be rt on

, R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

G-003

A N

O N

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

AIR RELEASE/VACUUM RELIEF VALVE

BALL CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

GLOBE VALVE

GATE VALVE

PLUG VALVE

PUMP

SUMP PUMP

MOTOR OPERATOR

PNEUMATIC OPERATOR

SOLENOID

BLIND FLANGE

REDUCER

CHEMICAL INJECTOR

MIXER

PRESSURE GAUGE W/

DIAPHRAGM

SYMBOLS

VERTICAL TURBINE PUMP

FLOW METER

UV REACTOR

PIPING MATERIAL INDEX

ABS ACRYLONITRILE BUTADIENE STYRENE

BS BLACK STEEL

BR BRASS

CH CHROME IRON ALLOY

CIP CAST IRON PIPE (GRAY IRON)

CPVC CHLORINATED POLYVINYL CHLORIDE

CU COPPER TUBING

DIP DUCTILE IRON PIPE

DT DRAIN TILE

FRP FIBERGLASS REINFORCED PLASTIC

GL GLASS LINED PIPE

GS GALVANIZED STEEL PIPE

PE POLYETHYLENE PIPE

PET POLYETHYLENE TUBING

PP PERFORATED PVC PIPE

PVC POLYVINYL CHLORIDE (PVC PIPE)

RCP REINFORCED CONCRETE

RCCP REINFORCED CONCRETE CYLINDER

RS RUBBER LINED STEEL PIPE

STL STEEL PIPE

SS STAINLESS STEEL

SST STAINLESS STEEL TUBING

VCP VITRIFIED CLAY

PIPING CONNECTION INDEX

AFF ABOVE FINISH FLOOR

B BELL

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BV BALL VALVE

BW BUTT WELD

C COUPLED

FCA FLANGED COUPLING ADAPTER

FLG FLANGE

G GROOVED

MJ MECHANICAL JOINT

PE PLAIN END

PO PUSH-ON JOINT

S SPIGOT

SC SCREWED

SV SOLVENT WELD

SW SOCKET WELD

T THREADED

WV WATER VALVE

PROCESS ABBREVIATION INDEX

BWS BACKWASH SUPPLY

BWW BACKWASH TO WASTE

BYP BYPASS

D DRAIN

FIL FILTERED WATER

FILL MEDIA INLET FILL

FW FINISHED WATER

NaOCI SODIUM HYPOCHLORITE NaOH CAUSTIC SODA

NC NORMALLY CLOSED

RW RAW WATER

TVE TREATMENT VESSEL EFFLUENT

V VENT

48/RCY/DIP

PIPE SIZE IN INCHES

PROCESS ABBREVIATION

NEW

EXISTING

PIPE CALLOUT FORMAT

PROCESS LINE TYPE

EXISTING

NEW

PIPE MATERIAL

BACK FLOW PREVENTER

RADAR LEVEL SENSOR

CONCRETE

GRAVEL

EARTH

GATE VALVE

EXISTING POWER POLE

SOIL BORING LOCATION

EXISTING LIGHT PEDESTAL

EXISTING BARBED WIRE FENCE

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND TELEPHONE

EXISTING UNDERGROUND ELECTRIC LINE

DRAINAGE FLOWLINE

EXISTING GAS METER

EXISTING WATER METER

EXISTING WELL

ROCK/ RIPRAP

COORDINATE

PROPERTY LINE

PVC FITTING

WELDED FITTING

CUT PIPE

SILT FENCE

EXISTING STORM INLET

WATTLE/LOG SEDIMENT BARRIER

FINISHED MAJOR CONTOUR

EXISTING MAJOR CONTOUR

SURFACE FLOW DIRECTION

FINISHED MINOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED CHAIN LINK FENCE

PROPOSED WROUGHT IRON FENCE

UGE

EXISTING UNDERGROUND FIBER OPTICFO

SAFETY GRATING

EXISTING TELEPHONE PEDESTAL

EXISTING TRANSFORMER

EXISTING VAULT

EXISTING ELECTRICAL BOX

EXISTING WATER BOX

EXISTING FIRE HYDRANT

FLANGED FITTING

MECHANICAL JOINT FITTING

EXISTING CLEANOUT

EXISTING VALVE BOX

SLIDE GATE

NEW FIRE HYDRANT

PLUG VALVE

EXISTING OVERHEAD ELECTRIC LINEOHE

EXISTING SANITARY SEWER LINESAN

EXISTING STORM SEWER LINE

EXISTING WATER LINEW

STRAW BALE SEDIMENT BARRIER

ROW LINE

ASPEN TREE

SPRUCE TREE

SEWER MANHOLE

SURVEY CONTROL POINT

UTILITY PEDISTAL

SPOT ELEVATION

LIMITS OF CONSTRUCTION

PINE TREE

STATIC MIXER

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

Ge ne ra l\G

-0

W D

.d w g

: 5

/9 /2

P M

R pe m be rt on U

P em be rt on , R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

G-004

W D

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

WELL PUMP

15,000 GALLON

CHLORINE CONTACT

PRESSURE VESSEL

T-400

INSIDE

BUILDING

OUTSIDE

BUILDING

TO DISTRIBUTION

SYSTEM

CAM LOCK

8/RW/DIP

WELL 7 PROCESS FLOW DIAGRAM

INSIDE TREATMENT

BUILDING

OUTSIDE BUILDING

8/BWS 8/BWS

4/FILL

(TYP)

8/TVE

BACKWASH TO

WASTE/DRAIN TO

SEWER

8/BWW

8/RW

8/TVE/DIP

VENT VENT NaOH

INJECTION

NaOCI

INJECTION

TREATMENT VESSEL 1 TREATMENT VESSEL 2

SODIUM

HYPOCHLORITE

TANK

DISCHARGE

BLEED

CHEMICAL PANEL

SODIUM HYPOCHLORITE

SODIUM

HYDROXIDE

TANK

DISCHARGE

BLEED

VENT

CHEMICAL PANEL

SODIUM HYDROXIDE

8/RW/BYPASS

VENT

Seq.

N O

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

Ge ne ra l\G

-0

.d w g S

: 4 /1

B Y:

R pe m be rt on

P em be rt on

, R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

G-005

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

Distribution System

FF EL 9061.5

HGL EL 9250.6

Treatment Vessel

Notes

1.WELL NO. 7 IS PERMITTED FOR AN INSTANTANEOUS PUMPING

RATE UP TO 650 GPM. THE ANNUAL AMOUNT OF

GROUNDWATER TO APPROPRIATED UNDER THE WELL PERMIT IS

UP TO 887 ACRE-FT (550 GPM). DRAWDOWN LEVEL ASSUME AN

AVERAGE OF THE TWO MAXIMUM PUMPING RATES.

HGL

EL 9098.7

HGL at 200 GPM HGL at 650 GPM HGL at 650 GPM (WITH BOOSTER PUMP)

HGL EL 9230.8

GR EL 9075.0

Treatment BuildingWell House Peninsula Storage

HGL EL 9279.0 89

O F

W Y, S

A U

, T X

M N

U M

F-

O L

O X

UGE

UGE UGE

UGE

GAS

GAS GAS GAS GAS GAS GAS

GAS

UGE

GE UG

UGE

UGE UGE

UGE

GAS

UGT

UGT UGT

UGT

W W

UGE

UGE UGE UGE UGE UGE

UGE

W W

UGE

NORDIC

CENTER

LODGE

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

L\ C-

.d w g

: 5

/1 3/

M S

B Y:

R pe m be rt on

P em be rt on

, R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

C-100

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

GRAVEL

COMMUNITY

TRAIL

PAVED

COMMUNITY

TRAIL

ARV MH

CHLORINE CONTACT

PRESSURE VESEL

CHEMICAL

ROOM

US FOREST SERVICE

SEWER MANHOLE

4/D/PVC

CLEANOUT

WELL 7

BUILDING

8/RW/DIP

12/FW

METERS

BACKUP

GENERATOR

8" GATE VALVE

(TYP 2)

8/FW/DIP

TRANSFORMER

RECREATION WAY

RAMP

CONCRETE PAD

DUMPSTER

PARKING LOT

SIDEWALK

GRAVEL DRIVEWAY

CONCRETE PAD

GRAPHIC SCALE : 1" = 16'

8 3216016 000

NOTES

1. 1. REFER TO G-002 FOR ADDITIONAL NOTES.

2. PROJECT BENCHMARK HELD ELEVATION 9127.79 FT NGS

SURVEY CONTROL MONUMENT "B449". NAVD 88.

3. BASIS OF BEARINGS: THE FOUND MONUMENTS ALONG

THE EAST BOUNDARY LINE OF WOODEN CANOE AT

WATER DANCE ON LAKE DILLON, BEING N 00°08'04" W.

RECEPTION NUMBER 517527.

OVERALL EXISTING SITE PLAN

UGE

UGE UGE

UGE

GAS

GAS GAS GAS GAS GAS GAS

GAS

UGE

UGE UG

UGE

UGE UGE

UGE

GAS

UGT

UGT UGT

UGT

W W

UGE

UGE UGE UGE UGE UGE

UGE

W W

UGE

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

L\ C-

.d w g S

: 5 /1

A M

R pe m be rt on U

P em be rt on , R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

C-101

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

GRAVEL

COMMUNITY

TRAIL

NORDIC

CENTER

LODGE

PAVED COMMUNITY TRAIL

ARV MH

CHLORINE CONTACT

PRESSURE VESEL

CHEMICAL

ROOM

4/D/PVC

CLEANOUT

WELL 7

8/RW/DIP

8/FW

12/FW

METERS

BACKUP

GENERATOR

8" GATE VALVE

(TYP 2)

8/FW/DIP

LIGHTPOLE

BOLLARD (TYP)

RAMPHYDRANT

CONC.

REC PATH

SIGN

UTILITY

PANEL

RECREATION W

DUMPSTER

GRAVEL ROAD

TRANSFORMER

US FOREST SERVICE

SEWER

US FOREST SERVICE SEWER

(ESTIMATED LOCATION)

MHSEWER MANHOLE

TREATMENT

BUILDING

GRAVEL

DRIVEWAY

BUILDING

XXXX

GRAPHIC SCALE : 1" = 16'

8 3216016 000

SPLIT RAIL FENCE XX

XXXX

SIDEWALK

PARKING LOT

CONCRETE

PAD

PAVED

DRIVEWAY

XXX

PROPOSED SITE PLAN

NOTES

1. REFER TO G-002 FOR ADDITIONAL NOTES.

2. REFER TO YARD PIPING PLAN FOR PROPOSED

UNDERGROUND PIPING.

3. REFER TO SITE COORDINATE AND GRADING PLAN

FOR SITE COORDINATES AND SITE IMPROVEMENTS.

LIMITS OF CONSTRUCTION

UGE

UGE UGE UGE UGE

UGE

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

W W

UGE

UGE UGE UGE UGE

UGE UGE UGE UGE UGE

UGE UGE UGE

UGE

W W

UGE

GRAVEL COMMUNITY TRAIL

ARV MH

CHLORINE CONTACT

PRESSURE VESEL

CHEMICAL

ROOM

4/D/PVC

CLEANOUT

WELL 7 BUILDING

8/RW/DIP

8/FW

12/FW

METERS

BACKUP

GENERATOR

8" GATE VALVE

(TYP 2)

8/FW/DIP

REC PATH

SIGN

UTILITY

PANEL

GRAVEL ROAD

TRANSFORMER

US FOREST SERVICE

SEWER

US FOREST SERVICE SEWER

(ESTIMATED LOCATION)

SEWER MANHOLE

TREATMENT BUILDING

GRAVEL DRIVEWAY

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

L\ C-

N .d w g

: 5

/1 3/

M S

B Y:

R pe m be rt on

P em be rt on

, R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

C-102

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

XXX

GRAPHIC SCALE : 1" = 8'

4 16808 000NOTES

1. REFER TO G-002 FOR ADDITIONAL NOTES.

2. REFER TO SHEET C-103 FOR PAVING AND

GRADING IN THIS AREA

8/TVE/DIP

8/RW/DIP

8" GATE VALVE

AND VALVE BOX

(TYP 3)

XXXX

8/D/PVC

MIN 2'-6"

PROPOSED YARD PIPING PLAN

UGE

UGE UGE

UGE

GAS

GAS GAS GAS GAS GAS GAS

GAS

UGE

UGE UG

UGE

UGE UGE

UGE

GAS

UGT

UGT UGT

UGT

UGE

UGE UGE UGE UGE UGE

UGE

W W

UGE

90759075

90759076

Dwg.

No.

Seq.

N O

O L

O X

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\r pe m be rt on

\D C\

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

L\ C-

.d w g S

: 5 /1

A M

R pe m be rt on U

P em be rt on , R on

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

TAYLOR M. GERTIG

57138

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

02/24/2023

M. FREYTAG

M. RAGAY

T. GERTIG

P. O'BRIEN

GRAVEL

COMMUNITY

TRAIL

NORDIC

CENTER

LODGE

PAVED COMMUNITY TRAIL

ARV MH

CHLORINE CONTACT

PRESSURE VESEL

CHEMICAL

ROOM

4/D/PVC

CLEANOUT

WELL 7

8/RW/DIP

12/FW

METERS

BACKUP

GENERATOR

8" GATE VALVE

(TYP 2)

8/FW/DIP

GRAPHIC SCALE : 1" = 16'

8 3216016

LIGHTPOLE

BOLLARD (TYP)

RAMPHYDRANT

CONC.

REC PATH

SIGN

UTILITY

PANEL

RECREATION W

RELOCATE DUMPSTER

REFER TO SHEET C-XXXX

GRAVEL ROAD

TRANSFORMER

US FOREST SERVICE

SEWER

US FOREST SERVICE SEWER

(ESTIMATED LOCATION)

TREATMENT BUILDING

FFE, UPPER LEVEL 9075.0

FFE LOWER LEVEL 9061.50

GRAVEL

DRIVEWAY

BUILDING

C-103

XXX

SEWER MANHOLE

RIM EL.=9076.2'

NOTES

1. CONTRACTOR TO RESTORE SITE GRADING TO MATCH

EXISTING CONDITIONS UNLESS OTHERWISE NOTED.

SIDEWALK

PARKING LOT

PAVED

DRIVEWAY

XXX

ENLARGED SITE COORDINATE AND GRADING PLAN

31' - 6"

NaOH

STORAGE

ROOM

NaOCl

STORAGE

ROOM

8" STATIC MIXER

TO CHLORINE CONTACT TANK

(REFER TO YARD PIPING

PLAN FOR CONTINUATION)

FROM WELL 7 PUMP

(REFER TO YARD PIPING

PLAN FOR CONTINUATION)

WALL PENETRATION

XXX

60' - 2"

8" TEE (TYP )

CHEMICAL STORAGE TOTE

(TYP 5)

8" SWING

CHECK VALVE(TYP 2)

RFCA(TYP 2)

CENTRIFUGAL PUMP

(TYP 2)

8" 90° BEND

(TYP)

TO SEWER

(REFER TO YARD PIPING

PLAN FOR CONTINUATION)

TREATMENT

VESSEL NO. 1

TREATMENT

VESSEL NO. 2

CARTRIDGE FILTER

(TYP 4)

PLATFORM

(REF. TO STRUCTURAL)

12 FT OVERHEAD DOOR

PERSONNEL DOOR

(TYP 3)

8/TVE/DIP

8/BWW/DIP

STAIRS TO

OPERATING FLOOR

A M-102

B M

-1

HANDRAIL

(TYP )

12' - 0"

/2 " 9

CMU BUILDING

(REF. TO STRUCTURAL)

8/RW/DIP

(BYPASS)

8" HANDWHEEL BFV

(TYP 5)

FRP GRATING

(REFER TO STRUCTURAL)

PIPE TRENCH

CONCRETE LANDING

(TYP)

(TYP )

ø 2' -

52' - 6"

6' - 8"

4 FT ELECTRICAL

CLEARANCE AREA 4

ELECTRICAL EQUIPMENT AREA

8/RW/DIP

8/TVE/DIP

6' - 8"

8" STATIC MIXER

TO CHLORINE CONTACT TANK

(REFER TO YARD PIPING

PLAN FOR CONTINUATION)

FROM WELL 7 PUMP

(REFER TO YARD PIPING

PLAN FOR CONTINUATION)

WALL PENETRATION

XXXCMU BUILDING

(REF. TO STRUCTURAL)

8/RW/DIP

(BYPASS)

DESIGNED

Dwg.

No.

DRAWN

CHECKED

REVIEWED

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

Seq. of

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING

OR PERMIT PURPOSES.

TAYLOR M. GERTIG

CO P.E. NO. 57138

P R

E D

M E

C H

A N

P M

A u to d e sk

D o cs

-0

W E

T R

E A

T M

E N

V E

L_ B

M .r v t

N O

O W

P R

O V

N T

B U

4131-002-09

M-100

P. O'BRIEN

W.DAGM

M. FREYTAG

T. GERTIG

C H

O O

L R

O A

P O

B O

F R

O C

A U

R A

P K

W Y

E N

V E

C O

-3

B P

E R

E G

E R

E D

M N

U M

B E

R F

-1

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

TREATMENT BUILDING PLAN

N O

D A T E

R E V

B Y

DATE: 05/10/2024

4/FILL/DIP

C/L 9082.00

12 FT

OVERHEAD DOOR

TOC EL 9075.00

TOC EL 9061.50

8/TVE/DIP

C/L 9058.50

TOC EL 9075.00

CENTRIFUGAL PUMP

(TYP 2)

EQUIPMENT PAD

(TYP 2)

TREATMENT VESSEL 2TREATMENT VESSEL 1

6/RW/DIP

55 GAL DRUM

ARV(TYP )

DESIGNED

Dwg.

No.

DRAWN

CHECKED

REVIEWED

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

Seq. of

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING

OR PERMIT PURPOSES.

TAYLOR M. GERTIG

CO P.E. NO. 57138

P R

E D

M E

C H

A N

P M

A u to d e sk

D o cs

-0

W E

T R

E A

T M

E N

V E

L_ B

M .r v t

N O

O W

P R

O V

N T

B U

N I

4131-002-09

M-102

P. O'BRIEN

W.DAGM

M. FREYTAG

T. GERTIG

C H

O O

L R

O A

P O

B O

F R

O C

A U

R A

P K

W Y

E N

V E

C O

-3

B P

E R

E G

E R

E D

M N

U M

B E

R F

-1

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

SECTION A

N O

D A T E

R E V

8/TVE/DIP

C/L/9068.82

8/BWW/DIP

C/L/9058.50

8/RW/DIP

C/L 9065.32

TOC EL 9061.50

8" HANDWHEEL

BFV

6" / 12"

4/FILL/DIP

C/L 9082.00

CARTRIDGE FILTER

(TYP)

TREATMENT

VESSEL(TYP 2)

GRADE EL 9075.00

TOP OF MAS.

EL 9080.46

ARV(TYP )

DESIGNED

Dwg.

No.

DRAWN

CHECKED

REVIEWED

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

Seq. of

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING

OR PERMIT PURPOSES.

TAYLOR M. GERTIG

CO P.E. NO. 57138

P R

E D

M E

C H

A N

P M

A u to d e sk

D o cs

-0

W E

T R

E A

T M

E N

V E

L_ B

M .r v t

N O

O W

P R

O V

T B

G S

O N

4131-002-09

M-103

P. O'BRIEN

W.DAGM

M. FREYTAG

T. GERTIG

C H

O O

L R

O A

P O

B O

F R

O C

A U

R A

P K

W Y

E N

V E

C O

-3

B P

E R

E G

E R

E D

M N

U M

B E

R F

-1

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

SECTION B

N O

D A T E

R E V

BALL CHECK VALVE

SWING CHECK VALVE

DOUBLE DOOR CHECK VALVE

BALL VALVE

V-PORT BALL VALVE

SPRAY NOZZLE

HOSE STATION

YARD HYDRANT

EYE WASH STATION

CONE VALVE

DIAPHRAGM VALVE

SLEEVE OR PLUNGER VALVE

NEEDLE VALVE

3-WAY VALVE

PETCOCK VALVE

4-WAY VALVE

SPRING LOADED PRESSURE RELIEF

VALVE

SURGE RELIEF VALVE

PRESSURE REGULATING VALVE

FLOW CONTROL VALVE

SLIDE GATE

SUBMERSIBLE PRESSURE/LEVEL

FLOAT SWITCH

WEIR GATE

STOP GATE

IN-LINE PRESSURE DIAPHRAGM

MAGNETIC FLOW METER - FULL

MAGNETIC FLOW METER - INSERT

ULTRASONIC FLOW METER

VENTURI TUBE FLOW METER

PARSHALL FLUME FLOW METER

EJECTOR

EDUCTOR

ULTRASONIC LEVEL

DIFFUSER

VENTED BALL VALVE

RADAR LEVEL

PROPELLER/TURBINE/PADDLEWHEEL

FLOW METER

EQUIPMENT SYMBOLS PROCESS LINE TYPESFIELD INSTRUMENT SYMBOLSVALVE SYMBOLSFITTING SYMBOLS

BACK PRESSURE VALVE

MUD VALVE

M MOTORIZED

P PNEUMATIC

E ELECTRIC

AIR/VACUUM RELEASE VALVE

PULSATION DAMPENER

FLAP GATE

FAIL OPENFO

FAIL CLOSEFC

FAIL INDETERMINATEFI

FAIL AS ISFAI

NORMALLY OPENNO

NORMALLY CLOSEDNC

LOCKED OPENLO

LOCKED OPENLC

MODULATINGM

TYPICAL VALVE ANNOTATIONS

UNION

BLIND FLANGE

CLEANOUT

PLUG

QUICK COUPLING

REDUCER

FLEXIBLE HOSE

FLEXIBLE COUPLING

SIGHT GLASS

OFF GAS DEMISTER

Y STRAINER

SLUICE GATE

ROTAMETER

RUPTURE DISK

DRAIN

SILENCER

AIR FILTER

CALIBRATION CHAMBER

FINE BUBBLE DIFFUSER

COURSE BUBBLE DIFFUSER

STATIC MIXER

ELLIPTICAL/DIAPHRAGM CONTROL

VALVE

KNIFE GATE VALVE

BUTTERFLY VALVE

PLUG VALVE

PINCH VALVE

GLOBE VALVE

GATE AND ACTUATOR SYMBOLS

THERMAL MASS FLOW METER

ORIFICE

UNDEFINED FLOW METER

UNDEFINED INSTRUMENT

INSTRUMENTATION IDENTIFICATION

INSTRUMENT

NUMBER

ANALYTICAL ELEMENTAE

ANALYTICAL INDICATING TRANSMITTERAIT

FLOW ELEMENTFE

FLOW INDICATING TRANSMITTERFIT

FLOW/LEVEL INDICATING TRANSMITTERF/LIT

FLOW SWITCHFS

FLOW SWITCH LOWFSL

FLOW TOTALIZER INDICATORFQI

LEVEL ELEMENTLE

LEVEL INDICATING TRANSMITTERLIT

LEVEL SWITCH HIGHLSH

LEVEL SWITCH HIGH HIGHLSHH

LEVEL SWITCH SWITCHESLSs

LEVEL TRANSMITTERLT

PRESSURE DIFFERENTIAL INDICATORPDI

PRESSURE INDICATORPI

PRESSURE INDICATING TRANSMITTERPIT

LEVEL SWITCH LOWLSL

LEVEL SWITCH LOW LOWLSLL

TEMPERATURE INDICATORTI

TEMPERATURE SWITCH HIGHTSH

WEIGHT INDICATORWI

WEIGHT INDICATING TRANSMITTERWIT

XXX

PROCESS AREA

INSTRUMENT

TYPE

ANALYTICAL TYPE

(IF USED)XX

CHLORINE RESIDUALCL2

DISSOLVED OXYGENDO

COMBUSTIBLE GASGAS

OXYGEN REDUCTION POTENTIALORP

ANALYTICAL TYPE IDENTIFIER

INSTRUMENT TYPE

pHpH

TURBIDITYTURB

ULTRAVIOLET TRANSMISSIVITYUVT

TEMPERATURE INDICATING TRANSMITTERTIT

PRESSURE SWITCH HIGHPSH

PRESSURE SWITCH LOWPSL

TOTAL ORGANIC CARBONTOC

TEMPERATURETEMP

ORTHOPHOSPHATEOP

AMMONIANH3

CONDUCTIVITYCOND

ANALYTICAL IDENTIFICATION

METERING PUMP

GENERIC PUMP

MAJOR PROCESS LINE, TYPICALLY

TREATED FLOW

MINOR PROCESS LINE, TYPICALLY

SECONDARY FLOW

UTILITY PROCESS LINE, TYPICALLY

SERVICE WATER OR DRAIN

EXISTING MINOR PROCESS LINE, AS

LABELED

EXISTING MAJOR PROCESS LINE, AS

LABELED

FUTURE MAJOR PROCESS LINE

EXISTING UTILITY PROCESS LINE,

AS LABELED

XXXXX

(Y-YYY)

XXXXX

(Y-YYY)

MAJOR OR MINOR

PROCESS LINE

DESCRIPTION

DRAWING

DESTINATION

LOCATION

MAJOR OR MINOR

PROCESS LINE

DESCRIPTION

XXXXX INCOMING UTILITY PROCESS

"XXXXX" INDICATES TYPE

XXXXX OUTGOING UTILITY PROCESS

"XXXXX" INDICATES TYPE

HAND-OFF-AUTOHOA

ON-OFF-AUTOOOA

ON-OFFOO

SWITCH TYPE IDENTIFIER

SWITCH

PLC DATA HIGHWAY

PNEUMATIC AIR LINE

WIRED SIGNAL

DISCRETE INPUT INTO PLC

DISCRETE OUTPUT FROM PLC

ANALOG INPUT INTO PLC

ANALOG OUTPUT FROM PLC

LOCAL-OFF-REMOTELOR

CROSS REFERENCE SYMBOLS

INSTRUMENTATION SIGNAL SYMBOLS

CONTROL PANEL SYMBOLS

FUTURE MINOR PROCESS LINE

FUTURE UTILITY PROCESS LINE

TIMER

RUNNING

RESET

ETM

INDICATOR LIGHT

PUSH BUTTON

ELAPSED TIME METER

KEYPAD

UNIT

NUMBERTRAIN NO.

EQUIPMENT IDENTIFICATION

####-AAA-1234

EQUIPMENT NUMBER

UNIT TRAIN NUMBER

TRAIN, BUILDING OR

EQUIPMENT

ABBREVIATION

PROCESS AREA

FOOT VALVE

DIFFERENTIAL PRESSURE SWITCH HIGHPDSH

TEMPERATURE ELEMENTTE

VELOCITY ELEMENT X AXISVEX

VELOCITY ELEMENT Y AXISVEY

COMPLEX NUMBER

PRESSURE DIFFERENTIAL INDICATING TRANSMITTERPDIT

GATE VALVE

DUCKBILL CHECK VALVE

FOUL AIR DUCT SYMBOLS

MANUAL BALANCING DAMPER

PRESSURE RELIEF DAMPER

INLET VANE DAMPER

BUBBLE TIGHT DAMPER

FLOW INDICATORFI

PRESSURE TRANSDUCERPT

H HYDRAULIC

HYDRAULIC HOSE

TEMPERATURE SWITCH

SILENT CHECK VALVE

U U

Dwg.

No.

Seq.

N O

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\n to us sa in t\

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

D-

dw g

: 5

/3 /2

N to us sa in t U

T ou ss ai nt , N ic k

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

A.GUDAL

N.TOUSSAINT

T.GERTIG

M.BARRERA

PID-001

O N

O L

O X

N C

H W

Y, S

, T

N U

R F-

WELL 7 PLC

(LOCATED IN WELL 7 BLDG)

FIELD

WELL PUMP

P-110

CV-120

HOA

MI-150

CL-420

CONNECTION TO EXISTING

DISTRIBUTION SYSTEM

RFBP-230

RFBP-220

BV-242

SAMPLE

TAP

SAMPLING

SODIUM

HYPOCHLORITE

TANK T-300

BV-111

BV-112

BV-141

DISCHARGE

BLEED

PD-340

BV-333

BV-337

BV-334

BV-336

CHEMICAL PANEL

SODIUM HYPOCHLORITE

MP-310

BPV-341

BV-332

BV-335

ARV-113

ST-315

BV-338

GV-160

PRV (AS REQUIRED)

BV-244

HB-1

VENT

SAMPLE

TAP

O P

M M

A A

O N

SENSUS

TOTALIZING

FLOW METER

PIT

FIT

W R

O N

SODIUM

HYDROXIDE

TANK T-500

DISCHARGE

BLEED

PRV-520

PD-540

BV-533

BV-537

BV-534

BV-536

MP-410

BPV-541

BV-532

BV-535

ST-515

BV-538

VENT

CHEMICAL PANEL

SODIUM HYDROXIDE

O P

M M

CHEMICAL METERING PANEL

(TYP. 2)

BV-531

PRV-320

BV-331

R O

O M

O N

TIT

O R

LSH

N F

R O

O M

S W

8/RW/DIP 8/RW/DIP 8/RW/DIP 8/RW/DIP 8/RW/DIP

GV-412GV-241

GV-240

ARV-231

BV-245

15,000 GALLON

CHLORINE CONTACT

PRESSURE VESSEL

T-400

INSIDE WELL

BUILDING

OUTSIDE

BUILDING

GV-410 GV-411

ARV-401

INSIDE WELL BUILDING OUTSIDE WELL BUILDING

DRAIN

BV-243

AIT

N E

O N

A pH

CL2 pH

Dwg.

No.

Seq.

N O

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\n to us sa in t\

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

D-

dw g

: 5

/3 /2

N to us sa in t U

T ou ss ai nt , N ic k

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

A.GUDAL

N.TOUSSAINT

T.GERTIG

M.BARRERA

PID-002

G P&

O L

O X

N C

H W

Y, S

, T

N U

WELL 7 PLC

(LOCATED IN WELL 7 BLDG)

FIELD

WELL PUMP

P-110

CV-120

HOA

15,000 GALLON

CHLORINE CONTACT

PRESSURE VESSEL

T-400MI-150

INSIDE WELL

BUILDING

OUTSIDE

BUILDING

CL-420

CONNECTION TO EXISTING

DISTRIBUTION SYSTEM

RFBP-230

RFBP-220

BV-242

SODIUM

HYPOCHLORITE

TANK T-300

BV-111

BV-112 BV-141

DISCHARGE

BLEED

PD-340

BV-333

BV-337

BV-334

BV-336

RELOCATED CHEMICAL PANEL

SODIUM HYPOCHLORITE

MP-310

BPV-341

BV-332

BV-335

ARV-113

ST-315

BV-338

GV-160

PRV (AS REQUIRED)

BV-244

HB-1

VENT

SAMPLE

TAP

O P

M M

A A

O N

PIT

FIT

W R

O N

SODIUM

HYDROXIDE

TANK T-500

DISCHARGE

BLEED

PRV-520

PD-540

BV-533

BV-537

BV-534

BV-536

MP-410

BPV-541

BV-532

BV-535

ST-515

BV-538

VENT

RELOCATED CHEMICAL PANEL

SODIUM HYDROXIDE

O P

M M

CHEMICAL METERING PANEL

(TYP. 2)

BV-531

PRV-320

BV-331

R O

O M

O N

TIT

O R

LSH

N F

R O

O M

S W

8/RW/DIP 8/RW/DIP 8/RW/DIP 8/RW/DIP 8/RW/DIP

GV-410 GV-411

GV-412GV-241

GV-240 ARV-401

ARV-231

SAMPLE

TAP

SAMPLING

BV-245

DRAIN

BV-243

AIT

N E

O N

A pH

CL2 pH

O N

GV-611 GV-621

Dwg.

No.

Seq.

N O

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\n to us sa in t\

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 9_

L_ 7\

Pr oj ec t F ile s\

Pl um m er

\S he et s\

D-

dw g

: 5

/1 3/

M S

B Y:

N to us sa in t

T ou ss ai nt

, N ic k

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

A.GUDAL

N.TOUSSAINT

T.GERTIG

M.BARRERA

8/TVE/DIP

8/FW/DIP

PID-003

D P&

INSIDE TREATMENT BUILDING

OUTSIDE TREATMENT

BUILDING

TREATMENT VESSEL

TNK-601

TREATMENT VESSEL 2

TNK-602

8/BWS 8/BWS

4/FILL

(TYP)

8/TVE

BACKWASH TO

WASTE/DRAIN TO SEWER

8/BWW

8/RW

ARV

BFV-613

BFV-615

BFV-612

PDIT PDIT

BFV-622

BFV-625

BFV-624

ARV

BFV-623

NONO

NCNC

BFV-611

NO NO

MI-600

INSIDE TREATMENT

BUILDING

OUTSIDE TREATMENT

BUILDING

SODIUM HYPOCHLORITE

SODIUM HYDROXIDE

BFV-610

BFV-611

P-610

BFV-621

P-620

BOOSTER

PUMP

CONTROL

PANEL

O N

P U

M P

R O

O M

O N

TIT

BFV-612

BFV-614

BFV-613

BFV-614

BFV-620

O L

O X

N C

H W

Y, S

, T

N U

Seq.

N O

DESIGNED

CHECKED

REVIEWED

DRAWN

U se rs

\n to us sa in t\

Do cs \P lu m m er

A ss oc ia te s\

Gr ou p\ Pr oj ec t F ile s\

El ec tr ic al \S

S\ E-

dw g

: 4

/4 /2

P M

N to us sa in t U

T ou ss ai nt , N ic k

4131-002-09

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

N C

H W

Y, S

, T

N U

R F-

DATE:

CO P.E. NO.

NICHOLAS E. TOUSSAINT

34211

THESE DOCUMENTS ARE

FOR INTERIM REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

04/24/2024

ELECTRICAL GENERAL PROVISIONS

1. THE NOTES CONTAINED ON THIS SHEET ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR WHEN WORKING IN THE FIELD AND CONTAIN EXCERPTS FROM THE SPECIFICATION SECTIONS. HOWEVER, THE CONTRACTOR IS HEREBY ADVISED THAT THE CONTRACT DOCUMENTS CONSIST OF BOTH THE DRAWINGS AND THE SPECIFICATIONS, AND THAT THE CONTRACTOR MUST COMPLY FULLY WITH BOTH THE BOUND DRAWINGS AND THE BOUND SPECIFICATIONS.

2. THE TERM “PROVIDE” USED IN THE DRAWINGS AND SPECIFICATIONS IMPLIES THE CONTRACTOR IS TO FURNISH, TRANSPORT, INSTALL, CONNECT, WARRANT AND START-UP, INCLUSIVELY.

3. WHERE NOTES ON THE DRAWING INDICATE THAT THE CONTRACTOR SHALL FIELD-VERIFY, THE INTENT IS FOR THE CONTRACTOR TO INVESTIGATE TO THE EXTENT NECESSARY TO PROVIDE THE WORK AND MATERIALS PRIOR TO BIDDING AND INCLUDE ALL COSTS IN THE BID PRICE. THE CONTRACT PRICE SHALL NOT BE INCREASED WHEN THE

CONTRACTOR HAS NOT INVESTIGATED PER THE NOTES DIRECTING THAT BE DONE.

4. CODES

4.1. ENTIRE INSTALLATION SHALL BE ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS

4.1.1. NFPA 70, NATIONAL ELECTRICAL CODE, 2020 EDITION.

4.1.2. NFPA 101, LIFE SAFETY CODE, 2021 EDITION.

4.1.3. NFPA 820, STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND COLLECTION FACILITIES, 2020 EDITION.

4.1.4. NFPA 780, LIGHTNING PROTECTION, 2020 EDITION.

4.1.5. NESC/IEEE C2: NATIONAL ELECTRIC SAFETY CODE, 2017 EDITION.

5. AREA CLASSIFICATION

5.1. THE FOLLOWING AREAS ARE RATED FOR THE STATED HAZARD CLASSIFICATION PER NFPA 820 AND TABLE 4.2.2;

5.1.1. WASTEWATER PUMPING STATION WETWELL, CLASS 1, DIVISION 1 - ENTIRE ROOM OR SPACE.

5.1.1.1. TABLE 4.2.2 ROW 14A.

5.1.2. WASTEWATER PUMPING STATION DRYWELL, CLASS 1, DIVISION 2 - ENTIRE ROOM OR SPACE.

5.1.2.1. TABLE 4.2.2 ROW 15B.

5.1.3. WASTEWATER PUMPING STATION METERING VAULT, CLASS 1, DIVISION 2 - ENCLOSED SPACE.

5.1.3.1. TABLE 4.2.2 ROW 34A.

5.1.4. WASTEWATER PUMPING STATION ELECTRICAL ROOM, UNCLASSIFIED

6. ENVIRONMENTAL RATINGS

6.1. THE FOLLOWING AREAS SHALL HAVE THE FOLLOWING ENVIRONMENTAL RATINGS;

6.1.1. ELECTRICAL ROOM - AIR-CONDITIONED

6.1.2. LIFT STATION AREAS - DAMP, VENTILATED, AND HEATED

7. ENCLOSURE RATINGS

7.1. PROVIDE ENCLOSURE FOR EQUIPMENT BASED UPON THE FOLLOWING CONDITIONS;

7.1.1. AIR-CONDITIONED AREAS, NEMA 12.

7.1.2. DRY, VENTILATED, AND HEATED AREAS, NEMA 12.

7.1.3. DAMP, VENTILATED, AND HEATED AREAS, NEMA 4 PAINTED STEEL.

7.1.4. WET, VENTILATED, AND HEATED AREAS, NEMA 4X 316 STAINLESS STEEL.

7.1.5. OUTDOORS, NEMA 4X 316 STAINLESS STEEL.

7.1.6. INDOOR CHEMICAL AREAS, NEMA 4X POLYCARBONATE.

7.1.7. OUTDOOR CHEMICAL AREAS, NEMA 4X 316 STAINLESS STEEL.

8. WORKMANSHIP

8.1. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CONTRACT DOCUMENTS, (INCLUDING BOTH

DRAWINGS AND SPECIFICATIONS), INDUSTRY STANDARDS, AND ALL APPLICABLE CODES.

8.2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A PROFESSIONAL WORKMANLIKE MATTER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/OWNER.

8.3. CORRECTION OF ANY DEFECTS SHALL BE COMPLETE WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MANY HAVE BEEN DAMAGED.

8.4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED AS INTERPRETED BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHALL BE MADE BY EXPERIENCED CRAFTSMAN IN A NEAT WORKMANLIKE MANNER. ALL MATERIALS, TOOLS, COSTS AND SERVICES NECESSARY TO COMPLETELY INSTALL ALL ELECTRICAL WORK SHALL BE FURNISHED

BY THE CONTRACTOR.

9. DOCUMENTATION

9.1. CONTRACTOR SHALL MAINTAIN A SET OF PRINTS AND MARK-UP DURING CONSTRUCTION TO REFLECT “AS-BUILT” CONDITIONS. PRINTS SHALL BE DELIVERED TO THE ENGINEER UPON COMPLETION OF THE PROJECT AS A

COMPLETE SET OF REQUIRED DRAWINGS.

EXISTING CONDITIONS

1. THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO BID TO EVALUATE EXISTING CONDITIONS. INSTALLATION OF THE NEW FACILITIES WILL REQUIRE FIELD COORDINATION WITH PLANT OPERATIONS TO PERMIT MAINTENANCE OR OPERATION DURING CONSTRUCTION. DURATION OF POWER OUTAGES SHALL BE MINIMUM REQUIRED FOR SAFE

INSTALLATION AND SHALL BE SCHEDULED WITH AND APPROVED BY THE OWNER.

2. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID EXISTING UNDERGROUND UTILITIES INCLUDING PROCESS PIPING, WATER LINES, CHEMICAL FEED PIPING, ELECTRICAL CONDUITS, HAND EXCAVATION SHALL BE REQUIRED IN CONGESTED AREAS WHERE THE EXACT LOCATIONS OF ALL UTILITIES IN UNKNOWN. LOCATIONS SHOWN FOR THE EXISTING UNDERGROUND UTILIZES ARE APPROXIMATE ONLY. NOT ALL THE EXISTING UNDERGROUND UTILITIES ARE SHOWN. FIELD ADJUST LOCATIONS OF THE NEW FACILITIES TO ACCOMMODATE THE EXISTING SITE CONDITIONS AND

UNDERGROUND UTILITIES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UNDERGROUND UTILITIES BEFORE DIGGING. CONTRACTOR

SHALL COORDINATE THE EFFORT WITH THE OWNER.

SEQUENCING

1. EXISTING FACILITIES TO REMAIN IN OPERATION AT ALL TIMES. SEQUENCE WORK AND PROVIDE TEMPORARY SYSTEMS

AS REQUIRED TO MAINTAIN OPERATIONS.

2. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL

EXPERIENCED IN SUCH OPERATIONS.

DEMOLITION

1. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL AND PLUMBING DEMOLITION WORK DRAWINGS TO DETERMINE AND COORDINATE THE EXTENT OF THE DEMOLITION WORK REQUIRED

FOR THE PROJECT.

2. REMOVE ALL EXISTING BRANCH CIRCUITING AND EQUIPMENT (STARTERS, DISCONNECTS, DEVICES, WIRING, CABLES, AND CONDUIT), TO ALL LOADS THAT ARE BEING REMOVED BACK TO THE SOURCE OF SUPPLY UNLESS NOTED

OTHERWISE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CHECK THE FUNCTION OF EACH CONDUCTOR BEFORE REMOVING OR

DISCONNECTING.

4. GRIND ALL ANCHOR BOLTS FLUSH WITH SURFACE AND PATCH/FILL ALL CONDUIT OPENS IN SLAB AND/OR WALL.

MATERIALS

1. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE APPLICABLE.

2. POWER CONDUCTORS AND CABLES

2.1. UNLESS NOTED OTHERWISE, CONDUCTOR SIZES INDICATED ARE BASED ON COPPER CONDUCTORS. DO NOT

PROVIDE CONDUCTORS SMALLER THAN THOSE INDICATED.

2.2. SMALLEST POWER WIRING SHALL BE 12 AWG.

2.3. SINGLE CONDUCTORS CONSTRUCTION:

2.3.1. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER AND SHALL BE STRANDED. SOLID

CONDUCTORS SHALL BE ALLOWED ON 120-V LIGHTING AND RECEPTACLE CIRCUITS.

2.4. INSULATION REQUIREMENTS:

2.4.1. CONDUCTOR SIZES NO. 6 AND LARGER PROVIDE CONDUCTORS WITH TYPE RHH OR RHW.

2.4.2. CONDUCTOR SIZES SMALLER THAN NO. 6 PROVIDE CONDUCTORS WITH XHHW.

2.4.3. FOR LIGHTING AND RECEPTACLES, PROVIDE CONDUCTORS WITH THHN OR THWN.

2.5. WHERE FLEXIBLE CORDS AND CABLES ARE SPECIFIED, PROVIDE TYPE SO, 600 V WITH THE NUMBER AND SIZE OF

COPPER CONDUCTORS INDICATED.

2.6. WHERE MULTIPLE CONDUCTOR CABLES ARE SPECIFIED, PROVIDED CABLES THAT ARE UL CABLE TRAY RATED.

3. GROUNDING AND BONDING

3.1. CONTRACTOR SHALL PROVIDE A GROUNDING SYSTEM AS REQUIRED BY THE NEC AND IEEE GREEN BOOK. THE INSTALLED GROUNDING SYSTEM SHALL HAVE A RESISTANCE OF LESS THAN 5 OHMS TO GROUND. PROVIDE CONTINUOUS #4/0 TINNED COPPER GROUNDING SYSTEM. GROUND RODS SHALL BE COPPER CLAD STEEL 3/4”

DIAMETER X 10' LENGTH. CONNECTIONS SHALL BE EXOTHERMIC WELDS.

4. HANGERS AND SUPPORTS

4.1. ALL STRUT, SUPPORTING AND FASTENING DEVICES SHALL BE 316 STAINLESS STEEL.

4.2. PROVIDE LEVELING NUTS AND 3/4" GROUT UNDER ALL FLOOR MOUNTED BASE PLATES.

4.3. PROVIDE GROUNDING AT ALL OUTDOOR STRUT SWITCHRACKS.

5. RACEWAYS AND BOXES

5.1. ALL RACEWAY INSTALLATIONS SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL COMPONENTS. ALL EXPOSED RACEWAY SHALL BE INSTALLED PARALLEL TO BEAMS, CEILINGS, FLOORS AND WALLS. SEE RACEWAY SPECIFICATION FOR ADDITIONAL REQUIREMENTS.

5.2. ALL CONDUITS SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE.

5.3. ALL RACEWAY INSTALLATIONS, CROSSING EXPANSION JOINTS OR TRANSITIONS FROM BELOW GRADE TO EXPOSED ABOVE GRADE, SHALL HAVE EXPANSION OR EXPANSION/DEFLECTION TYPE FITTINGS AS SPECIFIED FOR

THE APPLICATION

5.4. THREADED, INSULATED, AND GASKETED GALVANIZED STEEL HUBS RATED AS A RAIN-TIGHT CONNECTION SHALL BE USED FOR ALL CONDUITS PENETRATING ALL ENCLOSURES, PANELBOARDS, STARTERS, TERMINATION BOXES, MCC, PLC CABINETS, ETC. BUSHING SHALL BE GROUNDING OR NON-GROUNDING TYPE PER NFPA 70.

5.5. GALVANIZED STEEL CONDUIT SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR GROUT.

5.6. FLEXIBLE CONDUIT SHALL BE TYPE LFNC FLEXIBLE SEAL TIGHT CONDUIT FOR 3/4" AND 1" SIZES, CONNECTORS SHALL BE UL LISTED (1/2" LFNC FLEX SHALL BE ALLOWED FOR INSTRUMENTS WITH 1/2" THREADED HUB ENTRIES). USE GALVANIZED STEEL CORE LIGHT TIGHT FLEXIBLE METAL CONDUIT FOR SIZED 1 1/4" AND LARGER, CONNECTORS SHALL BE GALVANIZED STEEL. MAXIMUM LENGTH OF FLEX

CONDUIT SHALL BE 18".

5.7. CONDUIT APPLICATION

5.7.1. INDOORS-EXPOSED, RIGID GALVANIZED STEEL CONDUIT

5.7.2. OUTDOORS-EXPOSED, RIGID GALVANIZED STEEL CONDUIT

5.7.3. CONDUIT STUB-UPS THROUGH CONCRETE, PVC COATED RIGID GALVANIZED STEEL CONDUIT

5.7.4. CONDUIT CONCEALED IN CONCRETE SLABS OR WALLS, PVC SCHEDULE 80-EB

6. UNDERGROUND DUCTS AND RACEWAYS

6.1. THE DUCTBANK ROUTING SHOWN ON THE DRAWING(S) IS APPROXIMATE.

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 May 7, 2025.