dwg no. drawing title project location...aug 19, 2015 · license no. 30016, expiration date:...

CHARLES COUNTY GOVERNMENT

APPROVALPERMIT NO.

SIGNED

DATE

EXPIRES ONREMARKS OR CONDITIONS

This Drawing shall not be usedfor Construction unless Signedand Sealed For Construction

CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:

16701 Melford Boulevard, Suite 330, Bowie MD 20715 USAT 1 240 206 6810 F 1 240 206 6811E [email protected] W www.ghd.com

GHD Inc. (Project Director)Approved

Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND,LICENSE NO. 30016, EXPIRATION DATE: 04/08/2016

1986-16764-G001

AA

JMPLB

JFM

AS SHOWN

7 August 2015 - 9:35 AM G:\86\16764\CADD\Drawings\Gen\86-16764-G001.dwgJeff Riling

SCALE: 1"= 2000'

c ADC, THE MAP PEOPLE, BY PERMISSION PUN # 09011200

N

NTS

ANNE'S

DELAWARE

DORCHESTER

VIRGINIA

ST. MARY'S

CHARLES

D.C.PRINCE

GEORGE'S

CALVERT

BAY

CHESAPEAKE

WORCESTERSOMERSET

WICOMICO

CAROLIN E

PENNSYLVANIA

KENT

ANNEARUNDEL

BALTIMOREFREDERICK

MONTGOMERY

HOWARD

CARROLL

QUEEN

HARFORDCECIL

TALBOT

PROJECT LOCATION

BALT.CITY

BREEZE FARM WWTF

SWAN POINT WWTP

1. LOT ADDRESSES: SWAN POINT WASTEWATERTREATMENT PLANT (WWTP)WOODLAND POINT RDNEWBURG, MARYLAND 20664

2. OWNER: COUNTY COMMISSIONERSOF CHARLES COUNTY

301-609-5655

3. TAX MAP/ GRID/ TAX MAP 0088, GRID 0004,PARCEL/ BLOCK: PARCEL 0003, BLOCK N/A

4. ZONING AC - AGRICULTURAL CONSERVATION

5. LOT SIZE: 220.44 ACRES

6. DEED REFERENCES: /01366/00528

7. TAX ACCOUNT ID: 05-014115

8. ADC MAP: MAP 36, GRID H11 (16TH EDITION)

9. ELECTION DISTRICT: 5TH

10. VERTICAL DATUM: U.S.G.S. VERTICAL DATUM(NAVD88)(1994)

1

CHARLES SCD 1 OF 12

NOTE: SEQUENCE OF CONSTRUCTION, REQUIRED CERTIFICATIONS, AND SCD APPROVAL BLOCKARE LOCATED ON SHEET C007: EROSION AND SEDIMENT CONTROL NOTES.

30016

N/A

N/A

HARRY J. STURDEVANT

GHD, INC.

16701 MELFORD BOULEVARD,

SUITE 330, BOWIE, MARYLAND

115-14

1. LOT ADDRESSES: BREEZE FARM WASTEWATERTREATMENT FACILITY (WWTF)15950 COBB ISLAND RDNEWBURG, MARYLAND 20664

2. OWNER: COUNTY COMMISSIONERSOF CHARLES COUNTY

301-609-5655

3. TAX MAP/ GRID/ TAX MAP 0089, GRID 0015,PARCEL/ BLOCK: PARCEL 0151, BLOCK N/A

4. ZONING AC - AGRICULTURAL CONSERVATION

5. LOT SIZE: 97.72 ACRES

6. DEED REFERENCES: /01409/00419

7. TAX ACCOUNT ID: 05-037441

8. ADC MAP: MAP 38, GRID F1 (16TH EDITION)

9. ELECTION DISTRICT: 5TH

10. VERTICAL DATUM: U.S.G.S. VERTICAL DATUM(NAVD88)(1994)

DWG No. DRAWING TITLEGENERAL

G001 COVER SHEET

G002 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

CIVILC001 BREEZE FARM WASTEWATER TREATMENT FACILITY SITE PLAN 1

C002 BREEZE FARM WASTEWATER TREATMENT FACILITY SITE PLAN 2

C003 SWAN POINT WASTEWATER TREATMENT PLANT SITE PLAN

C004 BREEZE FARM WWTF YARD PIPING PROFILE

C005 EROSION AND SEDIMENT CONTROL PLAN - BREEZE FARM WASTEWATERTREATMENT FACILITY

C006 EROSION AND SEDIMENT CONTROL PLAN - SWAN POINT WASTEWATERTREATMENT PLANT

C007 EROSION AND SEDIMENT CONTROL NOTES

C008 EROSION AND SEDIMENT CONTROL DETAILS

C009 MISCELLANEOUS DETAILS 1

C010 MISCELLANEOUS DETAILS 2

ELECTRICALE001 LEGEND, ABBREVIATIONS, AND SYMBOLS

E002 BREEZE FARM WWTF PLANS AND CONDUIT RISER DIAGRAM

E003 SWAN POINT WWTP PLANS AND CONDUIT RISER DIAGRAM

E004 ELEMENTARIES AND SECTIONS

E005 ELECTRICAL SCHEDULES

E006 ELECTRICAL DETAILS 1

E007 ELECTRICAL DETAILS 2

GARRETT ALLEGANY WASHINGTON

N

0

SCALE 1"=2000' AT ORIGINAL SIZE

800' 4000'1600' 2400' 3200'


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-G002

AA

JMPLB

JFM

NTS

5 August 2015 - 1:53 PM G:\86\16764\CADD\Drawings\Gen\86-16764-G002.dwgKristopher Larson

1. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED ON “PHASE I WASTEWATER TREATMENT SYSTEM”DATED JULY 1988 PREPARED BY MCCRONE AND VISUAL FIELD OBSERVATIONS.

2. TOPOGRAPHIC SURVEY PREPARED IN JULY OF 2014 BY DH STEFFENS COMPANY.

3. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING PIPING ELEVATIONS, LOCATIONS, SIZE ANDTYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ANDCOORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING NEW EQUIPMENT.

4. CONTRACTOR SHALL REPLACE ALL PAVEMENT THAT ISA. SHOWN AS REPAIR/REPLACE ON THE CONTRACT DRAWINGSB. IMPACTED BY NEW CONSTRUCTIONC. IMPACTED BY CONTRACTOR'S OPERATIONS.

5. MAINTAIN 3'-6" MINIMUM COVER OVER ALL PIPING, EXCEPT AT STRUCTURE AND CHANNEL CONNECTIONSSHOWN ON THE DRAWINGS.

6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, MANPOWER, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES OF CONSTRUCTION.

7. CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES TO MAINTAIN CONTINUOUS OPERATION OF ALL EXISTINGFACILITIES AND UTILITIES. TEMPORARY FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BY-PASS PUMPING,LINE STOPS, WET TAPS, BULK HEADS THAT ARE NECESSARY TO TEMPORARILY REROUTE FLOW TO ALLOWCONSTRUCTION ACTIVITIES.

8. WORK SHALL BE PERFORMED IN A MANNER THAT MINIMIZES IMPACT TO NORMAL OPERATION OF EXISTINGFACILITIES AND UTILITIES.

9. WORK SHALL BE SCHEDULED AND IMPLEMENTED SUCH THAT THE CONSTRUCTION WORK SHALL NOT IMPEDEANY TREATMENT PROCESS AND CREATE HAZARDOUS CONDITIONS FOR PLANT OPERATIONS. THE CONTRACTORSHALL PLAN AND SCHEDULE THE WORK TO MEET THE PLANT OPERATING REQUIREMENTS. THE CONTRACTORSHALL KEEP THE PLANT SUPERVISOR AND THE ENGINEER INFORMED OF ANY WORK THAT WILL INTERFERE WITHTHE OPERATION OF THE TREATMENT PLANT UNITS. TREATMENT PLANT UNIT OR EQUIPMENT SHUT DOWNSSHALL BE SCHEDULED IN ADVANCE WITH THE PLANT SUPERVISOR. IT IS THE CONTRACTOR’S RESPONSIBILITYTO PLAN FOR SHUTDOWNS AND REQUEST PERMISSION FOR SHUT DOWNS WELL IN ADVANCE OF PLANNEDDATES OF SHUT DOWN.

10. CONTRACTOR'S OPERATIONS SHALL NOT CAUSE OWNER TO VIOLATE OPERATING PERMIT REQUIREMENTS.

11. ALL NEW MATERIALS AND EQUIPMENT TO BE INSTALLED MUST BE ON SITE AND READY FOR INSTALLATIONPRIOR TO DEMOLITION OF ANY OF THE EXISTING EQUIPMENT.

12. THE CONTRACTOR MUST COORDINATE DEMOLITION REMOVAL WITH THE OWNER'S OPERATING PROCEDURES.ALL DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF.MATERIAL TAKEN OFF-SITE SHALL GO TO A LANDFILL OR TO A SITE WITH AN APPROVED AND ACTIVE EROSIONAND SEDIMENT CONTROL PLAN. THIS SITE AND SCD # SHALL BE GIVEN TO THE INSPECTOR AT THEPRE-CONSTRUCTION MEETING.

13. PROVIDE ALL NECESSARY APPURTENANCES TO ADEQUATELY SUPPORT REMAINING PIPING, CONDUITS, ANDDUCT BANKS AFTER REQUIRED PORTIONS ARE REMOVED.

14. ALL WALL, FLOOR, CEILING, ROOF, AND TANK OPENINGS SHALL BE PLUGGED IN A WATERTIGHT MANNER.

15. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SLUDGE AND GRIT FROM THE WET WELLS.

16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL DEWATERING AND TREATMENT WHICH MAY BEREQUIRED TO REMOVE AND DISPOSE OF THE SLUDGE IN ACCORDANCE WITH STATE AND LOCALREQUIREMENTS.

CONTOUR LINE

CO

CB

LP

MH

YH

#

FH

DMH

STANDARD INLET PROTECTION

AT GRADE INLET PROTECTION(TRENCH DRAINS ONLY)

CMH

DOUBLE LINE SINGLE LINE

90° BEND

45° BEND

TEE

LATERAL WYE

REDUCER

01RP01

SOLENOID VALVE

PRESSURE RELIEF VALVE

PRESSURE GAUGE

MOTOR OPERATOR

HOSE BARB

QUICK CONNECT (FEMALE)

NEW GRAPHICS; EQUIPMENT, STRUCTURES, ETC., ARESHOWN AS BOLD LINEWORK AND IN THIS TEXT FORMAT.

AS001

SECTION LETTERDRAWING NUMBER(REPRESENTS DRAWINGWHERE SECTION IS DRAWN)

AS001

SECTIONAS001 1/4"=1'-0"SCALE :

1S001

DETAIL1S001 1/4"=1'-0"SCALE :

WIDE SECTION

SHORT SECTION

SECTION LETTER

DRAWING NUMBER(REPRESENTS DRAWING

WHERE SECTION MARKS ARESHOWN)

DETAIL NUMBERDRAWING NUMBER

(REPRESENTS DRAWINGWHERE DETAIL IS DRAWN)

DETAIL NUMBER

DRAWING NUMBER(REPRESENTS DRAWING

WHERE DETAIL IS DRAWN)

1S001

DEPICTION BOUNDARY

RIPRAP12" DIP, PEF

PIPING DESIGNATION(VARIES, SEE 'LIST OF PIPINGDESIGNATIONS')PIPE SIZE AND MATERIAL

WETLAND

25' WETLAND BUFFER

TGOS

SCE

TEMPORARY GABION OUTLET STRUCTURE

STABILIZED CONSTRUCTION ENTRANCE

T

I

TEMPERATURE GAUGE

FLOW METER

PROPOSED ALIGNMENT

SOIL DIVIDE LINE

DRAINAGE DIVIDE

LIMIT OF DISTURBANCE

SILT FENCE

SILT FENCE ON PAVEMENT

FENCE

OVERHEAD ELECTRICAL SERVICE LINES

ELECTRICAL DUCT BANK

UNDERGROUND ELECTRICAL UTILITIES

WOODSPROPERTY LINE

100 YEAR BASE FLOOD ELEVATION

CRITICAL AREA BUFFER

SOIL DELINEATION

NEW STRUCTURE

REPAIR/REPLACEEXISTING PAVEMENT

NEW GRAVEL PAVEMENT

NEW CONCRETE PAVEMENT/SIDEWALK

>25% SLOPES

15-25% SLOPES

YARD HYDRANT

PROCESS MANHOLE

ELECTRICAL HANDHOLE

ELECTRICAL MANHOLE

DRAINAGE MANHOLE

CHEMICAL MANHOLE

LIGHT POLE

UTILITY POLE

TREE

TEST PIT LOCATION

CONSTRUCTION STAKEOUT POINT

ROADWAY CONSTRUCTION STAKEOUT POINT

FIRE HYDRANT

CATCH BASIN

SURVEY CONTROL POINT/MONUMENT

CLEANOUT

PLUG VALVE

GATE VALVE

PIPE SIZE AND PIPING DESIGNATION(VARIES, SEE 'LIST OF PIPING DESIGNATIONS')

12" DIP, PEFINV EL XX.XX

PIPING DESIGNATION(VARIES, SEE 'LIST OF PIPINGDESIGNATIONS')PIPE SIZE AND MATERIAL

12" DIP, PEF EL XX.XX℄

INVERT or CENTER LINEELEVATION

INVERT or CENTER LINENOT REQUIREDPIPE SIZE AND PIPING DESIGNATION

(VARIES, SEE 'LIST OF PIPING DESIGNATIONS')

CIVIL DRAWINGS ONLY SHOW SURVEY NORTH

N

PROJ

ECT

NORT

H

ALL OTHER DRAWINGS SHOW PROJECT/SURVEY NORTH

ORDETAIL NAME

SIP

AGIP

CURB INLET PROTECTION

CIP

CWS CONCRETE WASHOUT STRUCTURE

WELDED JOINT (FOR STEEL/STAINLESSSTEEL PIPE AND FITTINGS)

HEAT TRACED AND INSULATEDPIPING (FOR INSULATION LIMITSAND REQUIREMENTS REFER TOINDIVIDUAL DRAWINGS)

PLUG VALVE

PINCH VALVE

GATE VALVE

CHECK VALVE

BALL VALVE

GLOBE VALVE

BUTTERFLY VALVE

PRSSURE REDUCING VALVE

3-WAY PLUG VALVE

DIAPHRAGM VALVE

FLUSHING CONNECTIONW/ CAP OR PLUG

AIR RELEASE VALVE

ELBOW UP

ELBOW DOWN

TEE IN PLANE

TEE DOWN

TEE UP

45° ELBOW

90° ELBOW

LATERAL WYE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

BLIND FLANGE

PIPE CAP

MECHANICAL JOINT

FLANGED JOINT

WELDED JOINT

EXPANSION JOINT

DISMANTLING JOINT/FLANGED COUPLING ADAPTER

EXPANSION COUPLING

MECHANICAL COUPLING

FLOWMETER

RESTRAINED JOINT/PUSH ON JOINT

FM

RESTRAINED DISMANTLING JOINT/RESTRAINED FLANGE COUPLING ADAPTER

INSULATED PIPING

FLOW DIRECTION

FMOVF

SD

S

W

FORCE MAINOVERFLOW

STORM DRAIN

SANITARY SEWER

WATER

PD PLANT DRAIN

SP SPRAY FIELD SUPPLY

LIMIT OF SURVEY

2

A. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST CHARLES COUNTY DEPARTMENT OF PLANNING ANDGROWTH MANAGEMENT SPECIFICATIONS MANUAL, THE LATEST CHARLES COUNTY DETAIL MANUAL AND INACCORDANCE WITH ALL COUNTY ORDINANCES.

B. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO ANYEXCAVATION WORK.

C. THE DEVELOPER IS RESPONSIBLE TO HOLD A “PRECONSTRUCTION” MEETING TO INCLUDE THE CONTRACTOR,CHARLES COUNTY INSPECTION PERSONNEL, PUBLIC UTILITIES, AND ANY LOCAL, STATE OR FEDERAL AGENCIESAS REQUIRED PRIOR TO THE START OF CONSTRUCTION.

D. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CHARLES COUNTY DEPARTMENT OF PLANNING ANDGROWTH MANAGEMENT/CODES, PERMITS & INSPECTION SERVICES DIVISION 48 HOURS PRIOR TO THE START OFALL CONSTRUCTION IN ACCORDANCE TO ALL PERMITS ISSUED @ 301-645-0700.

E. MAXIMUM SLOPES SHALL BE NOT GREATER THAN THREE (3) FEET HORIZONTAL TO ONE (1) FOOT VERTICALOUTSIDE THE ROAD RIGHT-OF-WAY. SLOPES WITHIN THE ROAD RIGHT-OF-WAY SHALL BE NOT GREATER THANTWO (2) FEET HORIZONTAL TO ONE (1) FOOT VERTICAL, OR AS SPECIFIED IN THE COUNTY ROAD ORDINANCE ANDIN THE CHARLES COUNTY DETAIL MANUAL.

F. CERTIFIED COMPACTION TESTS ARE REQUIRED FOR ALL TRENCH/FILL WORK IN ACCORDANCE WITH THE LATESTEDITION OF THE SPECIFICATIONS MANUAL AND GRADING ORDINANCE. FINAL REPORTS AND CERTIFICATIONSSHALL BE PROVIDED PRIOR TO PRE-FINAL INSPECTIONS.

G. CERTIFIED COMPACTION TESTS AND GEOTECHNICAL REPORTS SHALL BE SUBMITTED ON A BI-WEEKLY BASISTHROUGHOUT THE COURSE OF CONSTRUCTION AS REQUIRED BY THE SPECIFICATIONS MANUAL.

H. A PROGRESS SET OF AS-BUILT PLANS SHALL BE SUBMITTED PRIOR TO “SUBSTANTIAL INSPECTIONS” FOR WATERAND SEWER CONSTRUCTION FOR THE PURPOSE OF OBTAINING AN APPROVAL FOR SUBSTANTIAL INSPECTION

I. AS-BUILT PLANS SHALL BE SUBMITTED PRIOR TO PRE FINAL INSPECTIONS FOR ALL DISCIPLINES.

J. FOR ALL STRUCTURES CATEGORIZED AS A “BRIDGE” ACCORDING TO THE DEFINITION CONTAINED IN SECTIONGP.1 OF THE CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL, BRIDGEINSPECTION REPORT AND CERTIFICATION REQUIREMENTS SHALL BE MET PRIOR TO THE ROAD PRE FINALINSPECTION.

K. WITH APPROVAL FROM THE DEPARTMENT OF PLANNING & GROWTH MANAGEMENT ALL EROSION AND SEDIMENTCONTROL STRUCTURES MUST BE REMOVED PRIOR TO THE RELEASE OF BONDS.

L. STREET LIGHTING IS NOT PERMITTED IN THE ROAD RIGHT-OF-WAY OUTSIDE OF THE URBAN ROAD STANDARDSDISTRICT.

CHARLES SCD 2 OF 12

UNDERGROUND TELEPHONE UTILITIES

W WATER

LIGHTING


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C001

AA

JMPCTF

JFM

AS NOTED

5 August 2015 - 1:53 PM G:\86\16764\CADD\Drawings\Civil\86-16764-C001.dwgKristopher Larson

SCALE: 1"=20'-0"

0


8' 40'16' 24' 32'

MATC

H LIN

E (S

EE D

WG

C002

)

6" DIP, FMSWAN POINT WWTPEFFLUENT DISCHARGE

LIMIT OF SURVEY

10" DIP, OVF

8" PVC, FMRESTRAINED

DIP TO PVCTRANSITION

COUPLING

6" DIP, FM6" DIP GV

REPLACE EXISTINGDIP GV WITH NEW GV

C009A

SCALE: 1"=5'-0"

C009B

0


2' 10'4' 6' 8'

RESTRAINED DIP TODIP TRANSITION

COUPLING

LIMITS OF BENTONITECLAY BACKFILL (TYP)

1. PVC PIPE SHALL BE IN ACCORDANCE WITH SECTION 02551, WATER MAINS.

2. PROVIDE THRUST BLOCKS AT EACH HORIZONTAL AND VERTICAL PIPEDIRECTION CHANGE IN ACCORDANCE WITH CHARLES COUNTY STANDARDDETAILS B1.00, B1.01, B1.06.

ROCK OUTLETPROTECTION (TYP)

1C010

3

CHARLES SCD 3 OF 12

SEE ENLARGED PARTIALPLAN, THIS SHEET

CONTROLPOINT NO. 2

CONTROL POINTS LOCATIONSCONTROL POINTS DESCRIPTION NORTHING EASTING ELEVATION

NO. 1 IRSWCAP (RED CAP) 220.889.92 1.354.781.39 17.20


10" DIP, OVF6" DIP, FM

LIMITS OF BENTONITECLAY BACKFILL

LIMITS OF BENTONITECLAY BACKFILL

LIMIT OF SURVEY

LIMIT OF SURVEY

LIMIT OF SURVEY8" PVC, FM

8C010

QUICK HARNESSEDCONNECTION TO THRUSTBLOCKING (TYP)

*

* SEE DWG C002 FOR CONTROL POINT NO. 1 LOCATION.


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C002

AA

JMPCTF

JFM

AS NOTED


SCALE: 1"=20'-0"

0


8' 40'16' 24' 32'

MATC

H LIN

E (S

EE D

WG

C001

)

8"x 8" DIP TEE

8" GV (TYP)

RESTRAINED DIP TOPVC COUPLING (TYP)

8" PVC, FM

SCALE: 1"=5'-0"

8" PVC, FM

0


2' 10'4' 6' 8'

0+00

THRUST BLOCK

4

CHARLES SCD 4 OF 12


CONTROLPOINT NO. 1

CONTROL POINTS LOCATIONSCONTROL POINTS DESCRIPTION NORTHING EASTING ELEVATION



1. PVC PIPE SHALL BE IN ACCORDANCE WITH SECTION 02551, WATER MAINS.

2. PROVIDE THRUST BLOCKS AT EACH HORIZONTAL AND VERTICAL PIPEDIRECTION CHANGE IN ACCORDANCE WITH CHARLES COUNTY STANDARDDETAILS B1.00, B1.01, B1.06.

8C010

QUICK HARNESSEDCONNECTION TOTHRUST BLOCKING

** SEE DWG C001 FOR CONTROL POINT NO. 2 LOCATION.


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C003

AA

JMPCTF

JFM

AS NOTED


SCALE: 1"=10'-0"

0 4' 20'

SCALE 1" = 10' AT ORIGINAL SIZE

8' 12' 16'

AC003

SECTIONAC003 1/2" = 1'-0"SCALE :

SECTIONBC003 1/2" = 1'-0"SCALE :SCALE: 1"=5'-0"

1" PVC, PD

6" DIP, FM

SECTIONCC003 1/2" = 1'-0"SCALE :

0


2' 10'4' 6' 8'

0

SCALE 1/2"=1'-0" AT ORIGINAL SIZE

1'-0" 4'-0"2'-0" 3'-0"

TO CUCKOLD CREEKLAGOON NO. 2

(SEE DETAIL 2 ON DWG C009)

RESTRAINED DIP TOPVC TRANSITIONCOUPLING (TYP)

RESTRAINED DIP TO DIPTRANSITION COUPLING (TYP)

SUMP PUMP

FLOW METERMANHOLE

5C010

12"x6" TEE12"x4" TEE

4"x3" REDUCER

BC003

CC003

FLOW METER

4" DIP, FM 6" DIP, FM

RESTRAINED DIP TODIP TRANSITIONCOUPLING (TYP)

2

5

3

1

7

4

6

9

11

10

8

TO/FROM INTERSITE

PUMPING STATION

1" PVC, PD

2

4

QUICK HARNESSCONNECTION (TYP OF 2)CONNECT TO NEAREST MJ

8C010

LIMIT OF SURVEY

:1. PROVIDE VALVE BOXES AND CONCRETE PADS

AROUND ALL NEW GATE VALVES PER DETAIL 7 ONDRAWING C009

5

CHARLES SCD 5 OF 12

3


6" QUICK COUPLING

10'-0" 12"

QUICK HARNESSCONNECTION TO THRUSTBLOCKING (TYP OF 2)

8C010

VALVING SCENARIOS

VALVENO.

MATTHEW'SMANOR TO SWANPOINT WWTP

INTERSITE PS TOSWAN POINT

WWTP

FROM SWANPOINT WWTP TOINTERSITE PS

FROM SWANPOINT WWTP TOCUCKOLD CREEK

LAGOONS

FINAL CLARIFIERBLDG BYPASSCONNECTION

1 OPEN OPEN CLOSED CLOSED CLOSED2 OPEN CLOSED CLOSED CLOSED CLOSED3 CLOSED OPEN CLOSED CLOSED CLOSED4 CLOSED CLOSED OPEN OPEN CLOSED5 OPEN CLOSED CLOSED OPEN OPEN6 OPEN OPEN CLOSED OPEN OPEN7 OPEN OPEN OPEN CLOSED OPEN8 CLOSED OPEN OPEN OPEN OPEN9 OPEN OPEN OPEN OPEN OPEN10 CLOSED CLOSED CLOSED CLOSED CLOSED11 OPEN OPEN OPEN OPEN OPEN

-5

0

5

10

15

20

25

-0+20 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

8" PVC FM 8" PVC FM

8" 22.5° BENDSTA 4+94

CL EL 0.60

8" 11.25° BENDSTA 1+02CL EL 0.21

INV EL -0.22

8" 11.25° BENDSTA 0+66

CL EL 0.18

GRADE (TYP)

-5

0

5

10

15

20

25

5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+35

8" PVC FM

8" PVC FM

8" 45° BENDSTA 8+31

CL EL 3.07

8" 45° BENDSTA 7+87CL EL 2.18 8" 11.25° BEND

STA 7+18CL EL 0.82

8" 11.25° BENDSTA 5+31CL EL 0.64

8" 90° VERT BENDSTA 9+10

CL EL 4.65

8" 90° VERT BENDINV EL 14.28

GRADE (TYP)


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C004

AA

JMPCTF

JFM

AS NOTED


0


8' 40'16' 24' 32'

0


2' 10'4' 6' 8'

MATC

H LIN

E (S

EE T

HIS

SHEE

T AB

OVE)

MATC

H LIN

E (S

EE T

HIS

SHEE

T BE

LOW

)

1" = 20' H 1" = 5' V

1" = 20' H 1" = 5' V

6

CHARLES SCD 6 OF 12


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C005

AA

JSRCTF

JFM

AS NOTED


SCALE: 1"=20'-0"

0


8' 40'16' 24' 32'

MATC

H LIN

E

ROCK OUTLETPROTECTION (TYP)

1C005

MATC

H LIN

E

SCALE: 1"=20'-0"

XxX SOIL TYPE

SOIL DIVISION LINE

EkA

W

LsA

EkA

STAGING AND STOCKPILE AREAAREA = 835 SQ. FT.

MAX SLOPE: 2:1MAX HEIGHT: 15 FT

SEE TOPSOIL AND STOCKPILEDETAIL ON C008


SILT FENCE


7

TAB TEMPORARY ASPHALT BERM

1. DISTURBED AREA IS PARTIALLY LOCATED WITHIN THE RESOURCE CONSERVATION AREA (RCA) CRITICAL AREA BOUNDARY.

2. DISTURBED AREA IS LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN.

3. ALL TRENCHES OR HOLES CREATED FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END OF EACHWORKING DAY. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH OR HOLE. NO TRENCH/HOLE SHALL BEOPENED MORE THAN CAN BE STABILIZED THE SAME DAY. IF AN AREA MUST BE LEFT UNSTABILIZED OVERNIGHT, SILT FENCE SHALL BE PLACEDIMMEDIATELY DOWNHILL OF ALL DISTURBED AREAS AND STOCKPILES, AND APPROPRIATE SAFETY MEASURES SHALL BE INSTALLED ASREQUIRED. REFER TO SEQUENCE OF CONSTRUCTION AND DETAILS AND SPECIFICATIONS FOR VEGETATIVE ESTABLISHMENT ON DWG C007.

4. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH TOPSOIL, SEED, AND EROSION CONTROL MATTING PER STANDARD ESC DETAILB-4-6-D.

5. SILT FENCE PROTECTING STORMWATER SWALE MAY BE REMOVED TEMPORARILY FOR CONSTRUCTION OF PROPOSED PIPE BUT SHALL BEREINSTALLED THE SAME WORKING DAY. SAME DAY STABILIZATION IS REQUIRED BETWEEN SILT FENCES. REFER TO SEQUENCE OFCONSTRUCTION.

6. WHERE SILT FENCE TRANSITIONS TO SILT FENCE ON PAVEMENT, EXTEND SILT FENCE FOR 5 FEET. STAPLE SILT FENCE GEOTEXTILE TO SILTFENCE ON PAVEMENT POST.

7. CONTRACTOR SHALL USE SCE AS SOLE MEANS OF SITE INGRESS AND EGRESS.

8. CONTRACTOR SHALL DEWATER AS REQUIRED TO COMPLETE SPECIFIED WORK PER STANDARD ESC DETAIL F-2 SUMP PIT AND DETAIL F-4FILTER BAG. GROUNDWATER SHALL DISCHARGE ONTO PAVEMENT, A RIP RAP OUTLET, OR OTHER STABILIZED CHANNEL.

DRAINAGE AREA DIVIDE

3

1

2

2 4

44

4 DRAINAGE AREA NUMBER

LIMIT OF WORK

ESC DRAINAGE AREAS ‐ BREEZE FARM

DATOTAL

DRAINAGEAREA (SF)

ESC DEVICE

DA‐1 3,798 SFDA‐2 9,947 SF / SFOP / TAB

DA‐3 1,682 SFDA‐4 18,905 SF / SFOP

Total 34,332

CHARLES SCD 7 OF 12

SEE NOTE 6

MOUNTABLE BERM


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C006

AA

JSRCTF

JFM

AS NOTED


0


8' 40'16' 24' 32'

SCALE: 1"=20'-0"

LIMIT OF SURVEY

PcA

LQA

8

XxX SOIL TYPE

SOIL DIVISION LINE


SILT FENCE


TAB TEMPORARY ASPHALT BERM

DRAINAGE AREA DIVIDE

1

2

1 DRAINAGE AREA NUMBER

LIMIT OF WORK

ESC DRAINAGE AREAS ‐ SWAN POINT

DATOTAL

DRAINAGEAREA (SF)

ESC DEVICE

DA‐1 1,721 SFDA‐2 4,504 SF

Total 6,225

CHARLES SCD 8 OF 12

1. DISTURBED AREA IS PARTIALLY LOCATED WITHIN THE RESOURCE CONSERVATION AREA (RCA)CRITICAL AREA BOUNDARY.

2. DISTURBED AREA IS LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN.

3. ALL TRENCHES OR HOLES CREATED FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED,AND STABILIZED AT THE END OF EACH WORKING DAY. EXCAVATED TRENCH MATERIAL SHALL BEPLACED ON THE HIGH SIDE OF THE TRENCH OR HOLE. NO TRENCH/HOLE SHALL BE OPENED MORETHAN CAN BE STABILIZED THE SAME DAY. IF AN AREA MUST BE LEFT UNSTABILIZED OVERNIGHT, SILTFENCE SHALL BE PLACED IMMEDIATELY DOWNHILL OF ALL DISTURBED AREAS AND STOCKPILES, ANDAPPROPRIATE SAFETY MEASURES SHALL BE INSTALLED AS REQUIRED. REFER TO SEQUENCE OFCONSTRUCTION AND DETAILS AND SPECIFICATIONS FOR VEGETATIVE ESTABLISHMENT ON DWG C007.

4. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH TOPSOIL, SEED, AND EROSION CONTROLMATTING PER STANDARD ESC DETAIL B-4-6-D.

5. FLOW FROM THE 1" SUMP PUMP DISCHARGE WILL ENTER THE LAGOON AT A NON-EROSIVE VELOCITY.

6. CONTRACTOR SHALL DEWATER AS REQUIRED TO COMPLETE SPECIFIED WORK PER STANDARD ESCDETAIL F-2 SUMP PIT AND DETAIL F-4 FILTER BAG. GROUNDWATER SHALL DISCHARGE ONTOPAVEMENT, A RIP RAP OUTLET, OR OTHER STABILIZED CHANNEL.

MOUNTABLE BERM


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C007

AA

JMPCTF

JFM

NTS


9

CHARLES SCD 9 OF 12

’

–

–

SOIL SURVEY TYPE RESULTS ‐ BREEZE FARM

SOILLABEL SOIL SERIES HSG SLOPES

HIGHLYERODIBLE

SOILHYDRIC PRIME AG SOIL

EkA ELKTON SILT LOAM,FREQUENTLY PONDED C / D 0‐2% NO YES NOT PRIME FARMLAND

LsA LIVERPOOL SILT LOAM D 0‐2% NO NO PRIME FARMLANDW WATER N/A N/A N/A N/A N/A

SITE ANALYSIS ‐ BREEZE FARMA. TOTAL AREA OF SITE ± 97.72 Ac.B. TOTAL LIMITS OF DISTURBED AREA ± 29,610 Sq. Ft.C. AREA OF PAVEMENT TO BE REMOVED ± 0 Sq. Ft.D. AREA TO BE IMPERVIOUS ± 8,080 Sq. Ft.E. AREA TO BE STABILIZED ± 21,530 Sq. Ft.F. TOTAL CUT ± 0 Cu YdG. TOTAL FILL ± 0 Cu YdH. OFF‐SITE WASTE/BORROW AREA LOCATION NOT APPLICABLE

¹ STRUCTURE EXCAVATION AND BACKFILL QUANTITIES NOT INCLUDED

SOIL SURVEY TYPE RESULTS ‐ SWAN POINT

SOILLABEL SOIL SERIES HSG SLOPES

HIGHLYERODIBLE

SOILHYDRIC PRIME AG SOIL

LQA LENNI AND QUINDOCQUASOILS C / D 0‐2% NO YES PRIME FARMLAND IF

DRAINED

PcA PICCOWAXEN LOAM C / D 0‐2% NO NO FARMLAND OF STATEWIDEIMPORTANCE

SITE ANALYSIS ‐ SWAN POINTA. TOTAL AREA OF SITE ± 220.44 Ac.B. TOTAL LIMITS OF DISTURBED AREA ± 4,490 Sq. Ft.C. AREA OF PAVEMENT TO BE REMOVED ± 0 Sq. Ft.D. AREA TO BE IMPERVIOUS ± 1,140 Sq. Ft.E. AREA TO BE STABILIZED ± 3,350 Sq. Ft.F. TOTAL CUT ± 0 Cu YdG. TOTAL FILL ± 0 Cu YdH. OFF‐SITE WASTE/BORROW AREA LOCATION NOT APPLICABLE

¹ STRUCTURE EXCAVATION AND BACKFILL QUANTITIES NOT INCLUDED


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C008

AA

JMPLB

JFM

AS NOTED


10

12 IN MIN. DIAMETERPERFORATED CORRUGATED METAL,HDPE, OR PVC PIPE

ELEVATION

6 IN BASE OF STONEBELOW STANDPIPE

SET TOP OF PIPEMIN. OF 12 IN

ABOVEANTICIPATEDHIGHWATER LEVEL

STANDPIPE WRAPPEDIN 14 IN GALVANIZEDHARDWARE CLOTH, THENNONWOVEN GEOTEXTILE

1. USE 12 INCH OR LARGER DIAMETER CORRUGATED METAL, HDPE, OR PVC PIPE WITH 1 INCH DIAMETER PERFORATIONS, 6 INCHES ON CENTER.BOTTOM OF PIPE MUST BE CAPPED WITH WATERTIGHT SEAL.

2. WRAP PIPE WITH 14 INCH GALVANIZED HARDWARE CLOTH AND WRAP NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS,

OVER THE HARDWARE CLOTH.

3. EXCAVATE PIT TO THREE TIMES THE PIPE DIAMETER AND FOUR FEET IN DEPTH. PLACE 34 TO 11

2 INCH STONE , 6 INCHES IN DEPTH PRIOR TO PIPE PLACEMENT.

4. SET TOP OF PIPE MINIMUM 12 INCHES ABOVE ANTICIPATED WATER SURFACE ELEVATION.

5. BACKFILL PIT AROUND THE PIPE WITH 34 TO 11

2 INCH CLEAN STONE AND EXTEND STONEA MINIMUM OF 6 INCHES ABOVE ANTICIPATED WATER SURFACE ELEVATION.

.

7. A SUMP PIT REQUIRES FREQUENT MAINTENANCE. IF SYSTEM CLOGS, REMOVE PERFORATED PIPE AND REPLACE GEOTEXTILE AND STONE.KEEP POINT OF DISCHARGE FREE OF EROSION.

FLOW

FB

1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.

2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVELOR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.

3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURERRECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.

4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY,WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITHSEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPONREMOVAL OF THE DEVICE.

5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE AMAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETSOR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING:

GRAB TENSILE 250 LB ASTM D-4632PUNCTURE 150 LB ASTM D-4833FLOW RATE 70 GAL/MIN/FT² ASTM D-4491PERMITTIVITY (SEC-1) 1.2 SEC-1 ASTM D-4491UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751SEAM STRENGTH 90% ASTM D-4632

6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSEAND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.

FLOW

CHARLES SCD 10 OF 12


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C009

AA

JMPCTF

JFM

AS NOTED


0'-8"1'-0"

0'-6"

SECTIONBC001 1/4"=1'-0"SCALE :

1-

LAGOON LINERSCALE: 1/2"=1'-0"

2C002

CUCKOLD CREEK LAGOON DETAILSCALE: 1/4"=1'-0"

6" DIP, FMINV EL 14.78

COMPACTED BENTONITECLAY PER SECTION 02260

CR-6 STONE0'-9"

1" PVC, PDINV EL 15.00

MIN 4" TOP SOIL (MATCHEXISTING GRADE)


1" PVC, PD

FROM FLOWMETER MANHOLE

1. CONSTRUCT LAGOON INTERIOR BERM REPAIR AS FOLLOWS:

abc

d

3"- 8" STONE

GEOTEXTILE FILTER CLOTH

COMPACTED SOIL

BENTONITE CLAY MIXED WITH BACKFILL MATERIAL TO CREATELAGOON LINER, MATCH EXISTING FINISHED GRADE.

a

b

d

c

SECTIONAC001 1/4"=1'-0"SCALE :

CORE DRILLEDPIPE PENETRATION

2C010

MIN 4" TOPSOIL MATCHEXISTING FINISHED

GRADE AT 4:1 SLOPE


8" PVC, FMINV EL 14.28SEE NOTE 1

FROM INTERCONNECTION

8" PVC, FMINV EL 4.32

10" DIP, OVFINV EL 14.78SEE NOTE 1

LAGOON LINER1C009

1. ADJUST THE ELEVATION OF PIPE IF IT INTERFERES WITHPRE-CAST JOINT. COORDINATE WITH ENGINEER IF ADISCREPANCY IS NOTICED.

0


1'-0" 4'-0"2'-0" 3'-0"

0 2'-0" 8'-0"


4'-0" 6'-0"

LAGOON LINER 1C009

ROCK OUTLETPROTECTION

1C010

LAGOON LINER 1C009

ROCK OUTLETPROTECTION

1C010

HWL/LAG PUMP ON 14.28

LEAD PUMP ON 11.28

PUMP OFF 10.28LWL 9.83

DESIGN EL 14.28 ±

RESTRAINEDMECHANICAL

COUPLING

0.2% SLOPE

10" DIP, OVFINV EL 14.87SEE NOTE 1

11


45° BEND

45° BEND

DESIGN EL 14.28 ±

5'-0"

MULCH WITH EROSIONCONTROL MATTING

SUMP PUMP

4" GATE VALVE (TYP)

48"Ø MANHOLE WITHANTI-FLOATATIONCOLLAR

PRESSURE GAUGE

4" DIP, FMCL EL 2.28

TO LAGOON

1" PVC, PD

15"

GRADE EL 7.50±

T/S EL 0.0



PRESSURE GAUGE

GROUT FILL.SLOPE TO SUMP

SUMP PUMP

STANDARDMANHOLE STEPS

4" GATE VALVE (TYP)

MAGMETER - 3 INCH

STANDARD TRAFFIC MANHOLE FRAME& COVER PER CHARLES COUNTYSTANDARD DETAIL S/3.05

48"Ø PRECAST MANHOLEPER CHARLES COUNTY

STANDARD DETAIL S/1.00

TO LAGOON

12"X12"X12" SUMP

ANTI-FLOATATION COLLAR

1" PVC, PDCL EL 4.00


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-C010

AA

JMPCTF

JFM

AS SHOWN


NOT TO SCALE

CORE DRILLED CIRCULAR PIPEPENETRATION COORDINATED

WITH SIZE OF MODULARMECHANICAL SEAL

MODULAR MECHANICAL SEALON INTERIOR SIDE ALSO FOR

WATER-RETAININGSTRUCTURES

EXISTING PRECASTCONCRETE WALL

1. FOR PENETRATIONS SEESTRUCTURAL DRAWINGS FORPROTECTION AND CLOSURE OFEXPOSED CONCRETE, REBARREQUIREMENTS.1. RIPRAP AND GEOTEXTILE MATERIAL SHALL CONFORM TO MATERIALS SPECIFIED IN SECTION H-1 OF 2011

"MARYLAND STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL".

2. PROVIDE NONWOVEN GEOTEXTILE UNDER THE BOTTOM AND ALONG SIDES OF ALL RIPRAP.

3. PROVIDE CLASS I RIPRAP OR EQUIVALENT RECYCLED CONCRETE LINING TO A MINIMUM DEPTH OF 19INCHES (2 x D50).

4. BLEND RIPRAP INTO EXISTING GROUND.

5. MAINTAIN LINE, GRADE, AND CROSS SECTION. REMOVE ACCUMULATED SEDIMENT AND DEBRIS. KEEPPOINTS OF INFLOW FREE OF EROSION.

SCALE: 1"=5'-0"

LENGTH AS SHOWN ON PLANS

3'3'

1'

12'-0

"

DIP, OVFSIZE AS NOTEDON PLANS

1-

2-

1/2" = 1'-0"5-

-

3" MAGMETER

CORE DRILLED PIPEPENETRATION (TYP)

2C010

CORE DRILLED PIPEPENETRATION (TYP)

2C010

CONCRETE PIPESUPPORT (TYP)

3C010

NOT TO SCALE

#3 TIES @ 8"

4 - #5 ADHESIVE DOWELS @CORNERS, AND AT 12" OC ATLARGER SUPPORTS1 1/2"

(TYP)

AS R

EQUI

RED

PIPES 12" DIA AND SMALLER =(PIPE DIA + 4" X 8" WIDE)PIPES OVER 12" DIA =(PIPE DIA + 8" X 12" WIDE)

1. USE MIX CONCRETE.

2. PROVIDE COOPER B-LINE FIGUREB3256 OR EQUAL STRAP WHEREINDICATED IN DRAWINGS.

3" WIDE PIPE STRAP WHENSHOWN ON DRAWINGS

3-

0


2' 10'4' 6' 8'

0


1'-0" 4'-0"2'-0" 3'-0"

FLOOR/WALL OPENING CLOSURENOT TO SCALE

FIELD VERIFY

10" O

R

PROVIDE 3/4" CHAMFER W/ POLYSULFIDESEALANT ALL AROUND ON WET SIDE(S)

(FOR OPENINGS LESS THAN 2'-0")

LARG

ER

BENTONITE WATERSTOP ALL AROUND(LIQUID CONTAINMENT STRUCTURES ONLY)

#5 ADHESIVE DOWEL EA FACEAROUND OPENING CENTERED IN

EXISTING CONCRETE: DOWELLENGTH AS LONG AS WILL FIT

6"(TYP)

4-

NOT TO SCALE

1. SNUBBERS NOT TO BE USED WHEN DIAPHRAGM SEALS REQUIRED.

2. INSTALL AT CROWN OF HORIZONTAL PIPES.

3. WHERE GAUGE CONNECTIONS ARE IDENTIFIED, PROVIDE ALL ITEMSEXCEPT PRESSURE GAUGE.

4. INSTALLATION OF PRESSURE GAUGE SHOWN APPLIES TO HORIZONTALOR VERTICAL PIPING ARRANGEMENTS.

BALL VALVE WITH SPRING RETURNHANDLE; 1/2" SCREWED, 316SS BODY,

STEM, BALL, TEFLON SEAT ANDPACKING. SPRING HANDLE "FULLY

CLOSED" POSITION

1/2" SCHEDULE 80 SSNIPPLE

1/2" FEMALE NPT STEMW/ PROTECTOR CAP

1/2" FEMALE NPT BODYW/ PLUG

DIAPHRAGM SEAL TO BEINSTALLED BETWEEN GAUGEAND QUICK CONNECT FITTINGS

DISCHARGE PRESSURE GAUGEW/ QUICK CONNECT

INCLUDE UPWARD 90 DEG ELBOW FORINSTALLATION ON VERTICAL PIPES

IN-LINE ANNULAR SEALWHERE SPECIFIED

1/2"x1/4" SS TEE W/ 1/4"BRONZE PETCOCK VALVE

SNUBBER WHERE SPECIFIED; 1/2"QUICK CONNECT (SWAGELOK "QF"

SERIES OR EQUAL)

1. VALVE BOX SHALL BE OF SCREW TYPE.2. POUR CONCRETE PAD AROUND VALVE BOXES AND

PROVIDE LOCKING VALVE BOX LIDS AT SWAN POINTWWTP.

4"x3" ECCENTRICREDUCER

7-

12

D

H

L

ADDITIONAL REINF.SEE TABLE

3" TYP

CONCRETE THRUSTBLOCK AND

REINFORCING

A

A

NOT TO SCALE

8-

8"

1'-0" (TYP OF ALL SIDES)

CONCRETE PAD

VALVE BOX

2-#5 RING BAR @ 4"


DETAIL # DETAIL TITLEB1.00, B1.01,

B1.06 THRUST BLOCKS

M2.03 TRENCH WIDTH FOR WATER MAINS

M2.04 BEDDING, EMBEDMENT, MAXIMUM COVER FORPVC PIPE

M5.00 METHOD OF CUTTING AND REPAIRING IN AREASWITHOUT JURISDICTIONAL REQUIREMENTS

SINGLE PIPE

PIPEDIAMETER (IN)

THRUST BLOCK DIMENSIONS

THRUST BLOCK REINF.T H L D

4‐6" 1'‐2" 2'‐6" 3'‐6" N/A #5 12" c/c E.W. + 4#5ADD'L REINF

8" 1'‐2" 3'‐0" 4'‐0" N/A #5 12" c/c E.W. + 4#5ADD'L REINF



TWO PIPES

PIPEDIAMETER (IN)

THRUST BLOCK DIMENSIONS

THRUST BLOCK REINF.T H L D

3"X6" 1'‐2" 2'‐6" 6'‐1" 2'‐1" #5 12" c/c E.W. + 4#5ADD'L REINF

12"X12" 1'‐4" 5'‐0" 6'‐8" 0'‐7" #5 12" c/c E.W. + 4#5ADD'L REINF

1. VERIFY ACTUAL DISTANCE (D) BETWEEN EXISTING PIPES IN THE FIELD.

2. FOR PVC PIPE PROVIDE PAIR OF MECHANICAL LUGS (MEGA LUGS SERIES 2000 JV OR EQUAL).WRAP LUG ASSEMBLY WITH 6 MIL POLYETHYLENE SHEET.

EDGE OFEMBANKMENT

5'-0"

SEE NOTE 2

6-

TAG CONDUIT SIZE CONDUCTORS3/4" 2-#12, 1-#12G

3/4" 3-#12, 1-#12G

3/4" (x=2 THRU 18)1" (x=19 THRU 30)2" (x=31 THRU 100)

3" (x=101 THRU 200)

x-#14, 1-#12G

3/4" (x=1,2)1" (x=3,4)

2" (x=5 THRU 16)x-#16 TWISTED SHIELDED PAIR

3/4" (x=1,2)1" (x=3,4)

2" (x=5 THRU 16)x-#16 3 CONDUCTOR SHIELDED

REFER TO DUCT BANK SECTION SCHEDULE'FOR REQUIREMENTS

3/4" (x=1,2)1" (x=3,4) x-CATEGORY 6e NETWORK CABLE

3/4" (x=1)1" (x=2,3) x-#22, 3 PAIR, 7 CONDUCTOR, SHIELDED

3/4" CONDUIT UNLESS LABLED OTHERWISE. REFER TO PANELBOARDSCHEDULES FOR PANELBOARD CIRCUIT CONDUIT SIZES.

G14 EQUIPMENT TO REMAIN: PROVIDE NEW FEEDER OR BRANCH CIRCUIT CONDUIT AND WIRING TO EXISTING/RELOCATED EQUIPMENT REQUIRED TO REMAIN IN SERVICE. CUT AND REUSEEXISTING CONDUIT RUNS WHERE PRACTICAL. CIRCUIT CONDUCTORS SHALL BE REPLACED THE ENTIRE LENGTH OF THE CIRCUIT RUN.

G13 CONDUIT REMOVALS: DISCONNECT AND REMOVE EXPOSED PORTIONS OF CONDUIT FOR EQUIPMENT TO BE REMOVED AND/OR RELOCATED. CUT, THREAD, COUPLE AND CAP EXISTINGCONDUITS ADJACENT TO THE PENETRATION POINT WHERE THE CONDUITS ARE CONCEALED (IN WALLS, CONCRETE SLABS, BELOW GRADE). REPAIR WALL PENETRATIONS TO AWEATHER-TIGHT CONDITION MATCHING EXISTING WALL MATERIALS.

G12 EQUIPMENT RELOCATIONS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUCTORS FROM THE EQUIPMENT. EQUIPMENT SHALL BE REMOVED AND RELOCATED TO THENEW LOCATION SHOWN ON THE CONTRACT DRAWINGS.

G11 EQUIPMENT REMOVALS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUITS FROM THE RESPECTIVE EQUIPMENT.

4

3

TS

G10 EQUIPMENT MOUNTING RACK (EMR): THE FINAL LOCATION OF THE EMR'S SHALL BE COORDINATED IN THE FIELD TO AVOID INTERFERENCE WITH ACCESS TO THE PROCESS EQUIPMENT.REFER TO DETAILS FOR INDIVIDUAL APPLICATIONS AND LOCATIONS.

G10

STOP

ELEMENTARYSTART

XOO

OOX

H AO

NP

PS

VFD

JB

THE GROUNDING SYSTEM SHALL BE CONNECTED TO A METALLIC WATERLINE WITH AMINIMUM OF 10 FEET LENGTH UNDERGROUND AND TO THE GROUNDINGELECTRODES.

STEEL MUST BE CLEANED THOROUGHLY AND CABLE MUST BE COMPLETELY DRYBEFORE MAKING WELD CONNECTIONS.

ALL EXPOSED CABLE LUGS AND CONNECTORS SHALL BE OF THE COMPRESSIONTYPE UNLESS OTHERWISE NOTED.

WHERE EXPOSED TO MECHANICAL INJURY, THE GROUNDING CONDUCTOR SHALL BESUITABLY PROTECTED BY PIPE OR OTHER MECHANICAL PROTECTION. EACH END OFPROTECTING CONDUIT (IF METALLIC) SHOULD BE GROUNDED TO THE BARE CABLE.

BOND WELL CASINGS TO GROUNDING SYSTEM VIA #6 TIN PLATED COPPER GRD.CONNECTION TO CASING SHALL BE 6" ABOVE GRADE NEXT TO POWER CONDUIT.ALL BURIED GROUNDING CABLE CONNECTIONS SHALL BE CADWELD OR THERMOWELD.THE WELDED CONNECTIONS SHALL BE LEFT EXPOSED FOR INSPECTION BY ENGINEERPRIOR TO BACKFILLING.

THE GROUNDING SYSTEM IS SHOWN DIAGRAMMATICALLY. EXACT LOCATION OFCABLE, GROUND RODS AND CONNECTIONS SHALL BE DETERMINED IN THE FIELD.

GROUNDING NOTES:

G1

GENERAL NOTES:

G2

G3

G4

G5

G6

G7

G8

G9

LIGHTING CIRCUITS ARE SHOWN DIAGRAMMATICALLY: EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED BY THE ELECTRICAL INSTALLER IN THE FIELD, UNLESS SPECIFICALLYDIMENSIONED ON THE PLANS. CONDUIT AND WIRE INFORMATION CAN BE FOUND ON THE PLANS, EQUIPMENT SCHEDULES AND SCHEMATICS.EXACT EQUIPMENT CONDUIT CONNECTIONS ARE TO BE DETERMINED BY THE ELECTRICAL INSTALLER BASED UPON THE ACTUAL FIELD LOCATION OF EQUIPMENT. INSTALL CONDUIT INACCORDANCE WITH SPECIFICATIONS.

ALL PENETRATIONS THROUGH EXISTING SOLID CONCRETE STRUCTURES WHERE SLEEVES HAVE NOT BEEN PROVIDED SHALL BE CORE DRILLED AND SIZED TO ACCEPT MECHANICAL LINKSEALS. THROUGH NON-FIRE RATED WALLS, CORE HOLE AND SEAL AROUND CONDUIT WITH NON-SHRINK GROUT. THROUGH EXTERIOR WALL SEAL WATER TIGHT WITH SILICONE MASONRYSEALANT.

EVERY EFFORT HAS BEEN MADE TO IDENTIFY REMOTE ITEMS TO BE CONNECTED BY THE ELECTRICAL CONTRACTOR, EITHER IN THE ELEMENTARIES OR IN THE SCHEDULES. HOWEVER,NOT ALL OF THE REMOTE DEVICES MAY HAVE BEEN SHOWN ON THE ELECTRICAL PLAN DRAWINGS. REFER TO THE DRAWINGS OF RESPECTIVE TRADES TO LOCATE OR CONFIRMEQUIPMENT LOCATIONS.

CONTRACTOR SHALL COORDINATE FINAL CONCRETE EQUIPMENT PAD (CEP) DIMENSIONS WITH FINAL DIMENSIONS OF EQUIPMENT AND OTHER STRUCTURES TO BE MOUNTED ON PADS.REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. CEPS SHALL BE SIZE TO ACCOMMODATE FUTURE EQUIPMENT/SECTIONS WHERE SPACE IS RESERVED AS SHOWN ONTHE DRAWINGS. EXTERIOR CEP SHALL MAINTAIN 4'-0" IN FRONT OF ELECTRICAL PANELS AND 6" ON SIDES.ENCLOSURE DIMENSIONS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIRED DIMENSIONS. ENCLOSURES SHALL BE SIZED TO ACCOMMODATE EQUIPMENT, CONTROLS AND COMPONENTSAS SHOWN, SPECIFIED AND REQUIRED FOR AN OPERABLE SYSTEM.EQUIPMENT, FEEDERS, AND BRANCH CIRCUITS ON THE DOWNSTREAM SIDE OF THE PANELBOARDS ARE NOT SHOWN ON THE ONE-LINE AND SCHEMATIC DIAGRAMS. REFER TO THEPANELBOARD SCHEDULES AND THE PLANS FOR RELATED INFORMATION.

GROUNDING: ELECTRICAL SYSTEMS SHALL BE GROUNDED AS SPECIFIED AND SHOWN ON THE CONTRACT DRAWINGS. WORK SHALL ALSO BE PERFORMED IN ACCORDANCE WITH ARTICLE250 OF THE MOST RECENT REVISION OF THE NATIONAL ELECTRIC CODE. REFER TO DETAILS FOR GROUNDING SCHEMATICS AND FOR GENERAL GROUNDING REQUIREMENTS OFELECTRICAL EQUIPMENT. GROUND GRID CONNECTIONS SHOWN ON THE INDIVIDUAL PLANS ARE MINIMUM REQUIREMENTS. ALL REQUIRED CONNECTIONS ARE NOT SHOWN ON PLANS FORBREVITY. CONTRACTOR SHALL COORDINATE NEW CONNECTIONS TO THE EXISTING GROUND GRIDS AS NECESSARY. REFER TO GROUNDING NOTES BELOW AND ELECTRICAL DETAILS FORADDITIONAL INFORMATION.CONTRACTOR SHALL PROVIDE POWER SUPPLY AND CONTROL WIRING TO HEATING AND VENTILATION COMPONENTS AS SHOWN ON THE CONTRACT DRAWINGS. HEATING/VENTILATIONCONTROL EQUIPMENT SHALL BE PROVIDED BY MANUFACTURER AS INDICATED.

MODIFIERS

SSS

THREE-WAY LIGHT SWITCH

FOUR-WAY LIGHT SWITCH

SINGLE POLE LIGHT SWITCH

LIMIT SWITCH/ LEVEL SWITCHHIGH-LEVEL LEVEL SWITCHLOW-LEVEL LEVEL SWITCHLIGHTINGLOUVER (w/AREA AND # DESIGNATION)MILLIAMPSMAGNETICMAXIMUMMOTOR CONTROL CENTER (w/AREA DESIGNATION)MOTOR CIRCUIT PROTECTORMECHANICALMANUFACTURERMAN HOLEMINIMUMMANUAL MOTOR STARTERMOTOR OPERATED DAMPER (w/AREA AND # DESIGNATION)MOTOR STARTERMOTOR STARTER CONTROL PANELMOTOR SPACE HEATERMOTOR STARTING SWITCHMOUNTINGMOTOR TIMING RELAYMOTOR WINDING TEMPERATURE SWITCHMOTOR CONTACTOR AUXILIARY CONTACTNEUTRALNOT AVAILABLE -OR- NOT APPLICABLENORMALLY CLOSEDNORMALLY CLOSED TIMED OPENNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURERS ASSOC.NATIONAL FIRE PROTECTION ASSOC.NORMALLY OPENNORMALLY OPEN TIMED CLOSEDNAMEPLATEON-CENTEROUTER DIAMETERORIGINAL EQUIPMENT MANUFACTUREROPERATOR INTERFACE TERMINALOVERLOAD RELAYPHASEPOLEPUSHBUTTON OR PULL BOXPULL BOX (w/ AREA AND # DESIGNATION)POWER & CONTROL OR POWER CIRCUITPROCESS CONTROL SYSTEMPULLING FITTING OR POWER FEEDPUMP HOUSING TEMPERATURE SWITCHPROGRAMMABLE LOGIC CONTROLLERPANELPOWER PANELBOARD (w/ AREA AND # DESIGNATION)PAIRPRIMARYPRESSURE SWITCH OR POWER SUPPLYPOTENTIAL TRANSFORMERPOSITIVE TEMPERATURE COEFFICIENT THERMISTORQUANTITYRECEPTACLESURGE ARRESTORSEAL FAILURESECOND OR SECONDARYSTOP/LOCKOUT SWITCHSOLID NEUTRALSELECTOR SWITCHSPEEDSTAINLESS STEELSOLID STATE REDUCED VOLTAGESTOP/START PUSH BUTTONSURGE PROTECTION DEVICESOLENOID VALVE (w/ # DESIGNATION)SWITCHSWITCHING DUTYTERMINAL CABINET OR TIMED CLOSEDTIME DELAY RELAYTELEPHONETERMINALTIMED RELAY (w/ # DESIGNATION)TWISTED SHIELDED PAIRTHERMOSTATTELEPHONE TERMINATION CABINETTELEPHONE TERMINATION PANELTRANSIENT VOLTAGE SURGE SUPPRESSORTYPICALULTRASONIC LEVEL SENSORUNINTERRUPTIBLE POWER SUPPLYUTILITY FEEDER (w/ # DESIGNATION)VOLTSVOLT-AMPERESVOICE/DATAVARIABLE FREQUENCY DRIVEVOLTMETERVOLTMETER SWITCH OR VACUUM SWITCHWITHWEATHERPROOF, WATERPROOFWORKSTATIONEXPLOSION-PROOFTRANSFORMER

LSLSHLSLLTGLV-XXX-##mAMAGMAXMCC-XXMCPMECHMFRMHMINMMSMOD-XXX-##MSMSCPMSHMSSMTGMTRMWTSMxNN/ANCNCTONECNEMANFPANONOTCNPOCODOEMOITOLɸPPBPB-XXX-##PCPCSPFPHTSPLCPNLPPXXX-##PRPRIMPSPTPTCQTYRECEPTSASEALSECS/LSNSEL OR SEL SWSPSSSSRVS/SSPDSV-##SWSWDTCTDRTELTERMTR-##TSPT-STATTTCTTPTVSSTYPULSUPSUT-##VVAVDVFDVMVSW/WPWSXPXFMR

AMPERE, AMPSALTERNATING CURRENTANALYZER ELEMENTAMPERE FRAME SIZEABOVE FINISHED FLOORABOVE FINISHED GRADEACTIVE HARMONIC FILTERANALOG INPUTAMPS INTERRUPTING CURRENTANALYSIS INDICATING TRANSMITTERANNUNCIATORANALOG OUTPUTANNUNCIATOR PANELAPPROXIMATELYAMPERE TRIP RATINGAUXILIARYAMERICAN WIRE GAUGEBYPASS CONTACTORBREAKERBUILDINGBYPASS LEVEL CONTROL PANELCONDUIT OR CONDUCTORCIRCUIT BREAKERCONTROL CIRCUITCONCRETE EQUIPMENT PADCIRCUITCOMPARTMENTCONTROL PANELCONTROL STATIONCONTROL POWER TRANSFORMERCENTRAL PROCESSING UNITCONTROL RELAY (W/# DESIGNATION)CURRENT TRANSFORMERDUCT BANKDIRECT CURRENTDIGITAL INPUTDIAMETERDIVISIONDISCRETE OUTPUT/DISSOLVED OXYGENDIFFERENTIAL PRESSUREDIGITAL POWER MONITORDISCONNECT SWITCHDRAWINGEACHELEVATIONELECTRICALEQUIPMENT MOUNTING RACKETHERNET MODULEEMERGENCY SWITCHEMERGENCY STOPEQUALIZATIONEXISTINGFIRE ALARM CONTROL PANEL (w/ AREA DESIGNATION)FLOW ELEMENTFINISHED FLOORFLOW INDICATING TRANSMITTERFLEXIBLEFIBER OPTICFIBER OPTIC PATCH PANEL (w/ AREA DESIGNATION)FULL VOLTAGE NON REVERSINGFULL VOLTAGE REVERSINGGROUNDGROUNDING ELECTRODE CONDUCTORGENERATORGROUND FAULTGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT INTERRUPTERGROUND GRID CONNECTING CONDUCTORGENERAL TRANSFORMER (w/ AREA DESIGNATION)GENERAL PANELBOARD (w/ AREA AND # DESIGNATION)HAND BOXHAND HOLEHAND-OFF-AUTO SELECTOR-SWITCHHORSEPOWERHEAT TRACE CONTROLLER (w/ AREA AND # DESIGNATION)HERTZISOLATION CONTACTORINDICATING LIGHTINPUT/OUTPUTINTRINSICALLY SAFE CIRCUITINTRINSICALLY SAFE RELAYINTEGRATED POWER CENTERJUNCTION BOXTHOUSANDS CIRCULAR MILSKILOVOLTKILOVOLT AMPERESKILOWATTKILOWATT HOURLIGHTING ARRESTORLOCAL AREA NETWORKLIGHTING CIRCUITLEVEL ELEMENTLIQUID TIGHT FLEXIBLE METALLIC CONDUITLEVEL INDICATING TRANSMITTERLOCATIONLOCKOUTLIGHTING PANELBOARD (W/AREA DESIGNATION)LINE REACTOR

CS

G16 ELECTRICAL PLANS: CONTRACTOR SHALL REFER TO ONE-LINES, SCHEMATICS, CONDUIT RISER DIAGRAMS AND DUCT BANK SECTIONS TO COORDINATE CONDUIT AND CIRCUITREQUIREMENTS FOR EACH SYSTEM.

INDICATING LIGHT *=COLORR - RED W - WHITEG - GREEN A - AMBER

THREE POSITION MAINTAINED CONTACTSELECTOR SWITCH

MOMENTARY CLOSED PUSH-BUTTON(NORMALLY CLOSED)

MOMENTARY OPEN PUSH-BUTTON(NORMALLY OPEN)

TIME DELAY AFTERCOIL ENERGIZED

a/b/c/d - CIRCUIT DESIGNATIONXP - EXPLOSION PROOFWP - WEATHERPROOFK - KEY OPERATED SWITCHOS - OCCUPANCY SENSOR

ZS

M

PC

TP

T

VARIABLE FREQUENCY DRIVE w/MODIFIERS:CT: CONSTANT TORQUEVT: VARIABLE TORQUE

G17 FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: ALL FIBER OPTIC PATCH PANELS SHALL BE MOUNTED IN NEMA 12 ENCLOSURES IN ORDER TO ACCOMMODATE CONDUIT ENTRIES ANDEXITS AND TO FACILITATE CONDUIT ROUTING IN THE BUILDING. REFER TO DETAILS.

PULL CORD SWITCH / PHOTOCELL

*REFER TO DETAILS FOR GROUNDING SYMBOLS

MOTOR STARTING COIL -or- RELAY:M - MOTOR STARTERCR - CONTROL RELAYMDR - MOISTURE DETECTION RELAYTR - TIMING RELAY

RELAY MODIFIERS:A - ALARMTSH - TEMPERATURE SWITCH HIGHGRD - GROUNDMST - MOISTUREWSx - TORQUE SWITCHIC - ISOLATION CONTACTOR

HAZARDOUS LOCATIONS: AREAS DESIGNATED AS HAZARDOUS LOCATIONS ARE SPECIFIED AND/OR SHOWN ON THE CONTRACT DRAWINGS. WORK INSTALLED IN AREAS DESIGNATED ASCLASS I, GROUP D, DIVISION 1 OR CLASS I, GROUP D, DIVISION 2 HAZARDOUS LOCATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 500 OF THENATIONAL ELECTRIC CODE. THE LIMITS FOR CLASS I, GROUP D, DIVISION 1 HAZARDOUS LOCATIONS SHALL EXTEND BEYOND THE ENCLOSED AREA FOR A 3' ENVELOPE OUTSIDEEXTERIOR DOORS ACCESS HATCHES AND OTHER OPENINGS. THE LIMITS FOR DIVISION 2 HAZARDOUS LOCATIONS FOR OUTDOOR TANKS AND BASINS SHALL EXTEND 18" ABOVE THEMAXIMUM WATER SURFACE ELEVATION AND ABOVE TANK WALLS AND SHALL INCLUDE AN 18" HIGH ENVELOPE AROUND A 10' PERIMETER OF THE TANK OR BASIN. ODOR CONTROLSYSTEMS RATED AS A HAZARDOUS LOCATION SHALL INCLUDE A 3' ENVELOPE AROUND ANY DUCTWORK OR VESSELS CONTAINING ODOROUS AIR.

G15

EQUIPMENT MOUNTING RACK (EMR)

MOTOR w/HP DESIGNATION

VFD CONTROLLED MOTOR w/HP DESIGNATION

CONDUIT TEE FITTING (3-WAY) OR CROSSFITTING (4-WAY)

DUCT BANK MARKER (REFER TOSPECIFICATIONS)

FLEXIBLE CONDUIT w/ADAPTER

PLANS AND SCHEMATICS

G18 CONDUIT PENETRATIONS: WHERE CONDUITS ARE TOO LARGE FOR TERMINATION INTO CABINETS, CONTROL PANELS, INSTRUMENT ENCLOSURES OR OTHER ENCLOSURES DUE TOSTANDARD KNOCK OUT SIZE, THE CONTRACTOR SHALL PROVIDE AN INTERMEDIATE PULL BOX IN ORDER TO COORDINATE A TRANSITION IN CONDUIT SIZE. THIS SHALL BE COORDINATEDWITH THE ENGINEER IN THE FIELD ON A CASE BY CASE BASIS.

G19 SPARE WIRING: WHERE SPARE POWER AND CONTROL WIRING IS REQUIRED PER THE DRAWINGS AND/OR SPECIFICATIONS, SPARE WIRE SHALL BE PROVIDED WITH SUFFICIENT LENGTH TOEXTEND TO THE FURTHEST TERMINAL BLOCK/BUCKET/AREA OF THE ENCLOSURE BEING SERVED.

TELECOMMUNICATIONS WALL JACK

HTC

SYMBOLS

TS

XX

GENERAL CONDUIT ROUTING

ELECTRICAL DUCT BANK

GROUND GRID

GROUND ROD w/TEST WELL

DUPLEX RECEPTACLEQUAD RECEPTACLE

SINGLE RECEPTACLE

GROUND

JUNCTION BOX

PRESSURE SWITCH

TEMPERATURE SWITCH

DISCONNECT SWITCH

DELTA

WYE

POSITION SWITCH

CONTROL STATION

MOTORIZED ACTUATOR

HEAT TRACE CONTROLLER

TERMINATION PANEL (REFER TO SPECIFICATIONS)

ELECTRICAL MANHOLE

ELECTRICAL HANDHOLE

T-STAT

NORMALLY OPEN

NORMALLY OPEN

NORMALLY CLOSED

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

TEMPERATURE SWITCH

LIMIT SWITCH

FLOAT SWITCH

PRESSURE SWITCH

SOLENOID VALVE CONTROL

PUSH-TO-TEST INDICATING LIGHT

NAME PLATE

RED MUSHROOM HEAD PUSHBUTTON (MAINTAINED)

CIRCUIT BREAKER

SURGE PROTECTION DEVICE

CONTACTOR TRANSIENT SUPPRESSOR

TRANSFORMER

HEATING ELEMENT

FUSED SWITCH

OVERLOAD

NORMALLY CLOSED

TIME DELAY AFTERCOIL DE-ENERGIZED

CIRCUIT CONNECTIONSGROUND

D DRAIN FITTING

CB ENCLOSED CIRCUIT BREAKER

A or AMPACAEAFAFFAFGAHFAIAICAITANNAOAPAPPROXATAUXAWGBCBKRBLDGBLCPC OR CONDCBCCCEPCKTCOMPCPCSCPTCPUCR-##CTDBDCDIDIADIVDODPDPMDSDWGEAELELECEMRENETESESTOPEQEXFACP-XXXFEFFFITFLEXFOFOPP-XXXFVNRFVRG OR GRDGECGENGFGFCIGFIGGCCGT-XXXGPXXX-##HBHHHOAHPHTC-XXX-##HZICILI/OISCISRIPCJ OR JBKCMILKVKVAKWKWHRLALANLCLELFMCLITLOCLOLPXXLR

SPD

CAT6-X

TSP-X

CX

P3

DB-XX [XX] w/CIRCUIT

DS

LS LEVEL SWITCH

TELEPHONE SERVICE (NEW)

ISR INTRINSICALLY SAFE RELAY PANEL

HPxxx

HPxxx

OHE OHE OVERHEAD ELECTRICAL DUCT (NEW)OHE OHE OVERHEAD ELECTRICAL DUCT (EXISTING)

E E UNDERGROUND ELECTRICAL DUCT (NEW)E E UNDERGROUND ELECTRICAL DUCT (EXISTING)

HAZARDOUS LOCATION ENVELOPE

T TTELEPHONE SERVICE (EXISTING)T TLIGHTING CIRCUIT (NEW)L LLIGHTING CIRCUIT (EXISTING)L L

C LIGHTING CONDUIT BODY

X XVALVE/GATE

S: SOLENOIDM: MOTORIZEDP: PNEUMATIC

P2

CIRCUIT

TRI-X

PROCESS CONTROL SYSTEM I/0 TAGS:

PANELBOARD CIRCUIT IDENTIFICATION:

CIRCUIT IDENTIFICATION:MOTOR CONTROL CENTER IDENTIFICATION:

EQUIPMENT TAGS:GPSPS1-##

PANELBOARD CIRCUIT DESIGNATIONPANELBOARD TYPE: GP=GENERAL PANELBOARD; PP=POWER PANELBOARDBUILDING DESIGNATION

PROCESS ID #ISA INSTRUMENT IDENTIFICATION TABLE REFERENCEPCS CABINET DESIGNATION (CORRESPONDS TO BUILDING DESIGNATION)PROCESS CONTROL SYSTEM

CIRCUIT DESIGNATIONCIRCUIT TYPE: CC=CONTROL CIRCUIT; PF=POWER FEEDER;IC=INSTRUMENTATION CIRCUITMCC DESIGNATION (CORRESPONDS TO BUILDING DESIGNATION)

MOTOR CONTROL CENTER

TANK ID #COMPONENT ID #

PROCESS ID #LOGICAL IDTANK ID #COMPONENT ID #

PCSEB-MC50101

PF-##-##-##MCC-EF

FIV-50-10-01

NEW WORK, EQUIPMENT, ANDSTRUCTURES ARE SHOWN INTHIS TEXT FORMAT.

FUNCTIONAL INSTRUMENTIDENTIFICATION

LOOP NUMBER

INSTRUMENT TYPE

LIT100

ULS#-REFERENCE DRAWING

DETAIL NUMBER

MOD-X


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E001 A

JDH TJK

CMM TJR

HJS

NTS

5 August 2015 - 1:54 PM G:\86\16764\CADD\Drawings\Elec\86-16764-E-001.dwgKristopher Larson

13

JB

INTERSITE PUMPSTATION SECONDARYCONTROL PANEL

AE004

AE004

4E006

BELOW GRADE TO ABOVE GRADE CONDUIT

PROVIDE RECEPTACLE FOR FUTURE UPS INSTALLATION

JB FOR FUTURE USE

WW

WW

W W W W

DBPS1

CONDUIT ENTRY INTO WET WELL (TYP) 5E006

EMR5E007

CABLE TRANSITION4E007

WW

W

LS

LS

JBJB

CCDS DS

FIT

FE

CONDUIT ENTRY INTO WET WELL (TYP) 5E006

PUMPS

HATCHVENT

3'0"

3'0"

10'0"

LS FLOAT MAST ASSEMBLY3E007

EMR5E007

CABLE TRANSITION4E007

HATCH LIMITSWITCH

HAZARDOUS LOCATION ENVELOPE

HAZARDOUSLOCATIONENVELOPE

HAZARDOUSLOCATION ENVELOPE

- REFER TO SITE PLANS AND DUCT BANKSECTIONS FOR CIRCUIT CONTINUATION -

NTS

LSHHIPS

FLOAT

LSLIPS

FLOAT

LSLLIPS

FLOAT

LSHIPS

FLOAT

JB JB

LS

C4

DB-IPS[A1] w/C8

DB-IPS[B1] w/(SPARE)

DB-IPS[A1] w/C8

DB-IPS[B1] w/(SPARE)

SP-14,15

TO PANELBOARD

C2

1 EQUIPMENT JUNCTION BOX: PROVIDE INSULATED TERMINAL BLOCKSAND CONNECTIONS AS REQUIRED TO TRANSITION FROM MFR'S CABLESTO HARD-WIRED CONDUCTORS.

2 MANUFACTURER'S CABLE(S): COORDINATE QUANTITY AND SIZE OFCABLES WITH EQUIPMENT MANUFACTURER.

3 FURNISH AND INSTALL JUNCTION BOX AND RACEWAY TOALLOW FOR FUTURE FEASIBLE INSTALLATION OFSUBMERSIBLE LEVEL SENSOR OR BUBBLER AIR TUBING INTHE FUTURE.

4 INTRINSICALLY SAFE CIRCUIT: PROVIDE INTRINSICALLY SAFE BARRIERSFOR NON-EXPLOSION PROOF EQUIPMENT. INTRINSICALLY SAFE CIRCUITSSHALL BE KEPT SEPARATE FROM ALL OTHER CIRCUITS (MINIMUM OF 2").REFER TO ELEMENTARIES FOR REQUIREMENTS.

SCALE 1/4"=1'-0"

SCALE 1"=5'-0"

SCALE 1"=20'-0"

0 2'-0" 8'-0"


4'-0" 6'-0"

0


40'302010

INTERSITE PUMP STATION SPRAY FIELD PUMP STATION

STEEPDOWNHILLGRADE


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E002

TJK TJK

CMM TJR

HJS

AS SHOWN


UTILITY TRANSFORMER

0


2.5 10'5 7.5

CONTROL BUILDINGCONTROL ROOM

PUMP STATION

HAZARDOUS LOCATION!THE INTERSITE PUMP STATION WET

WELL SHALL BE DESIGNATED A CLASS I,GROUP D, DIVISION 1 HAZARDOUS

LOCATION. ALL ELECTRICAL WORK INTHE AREA SHALL CONFORM TO

ARTICLE 501 OF THE NEC. REFER TONOTE G15 ON SHEET E001 FOR

ADDITIONAL INFORMATION.

HAZARDOUS LOCATION!THE INTERSITE PUMP STATION VALVE

VAULT SHALL BE DESIGNATED A CLASSI, GROUP D, DIVISION 2 HAZARDOUS

LOCATION. ALL ELECTRICAL WORK INTHE AREA SHALL CONFORM TO

ARTICLE 501 OF THE NEC. REFER TONOTE G15 ON SHEET E001 FOR

ADDITIONAL INFORMATION.

HAZARDOUS LOCATION!THE INTERSITE PUMP STATION METERVAULT SHALL BE DESIGNATED A CLASS

I, GROUP D, DIVISION 2 HAZARDOUSLOCATION. ALL ELECTRICAL WORK IN

THE AREA SHALL CONFORM TOARTICLE 501 OF THE NEC. REFER TO

NOTE G15 ON SHEET E001 FORADDITIONAL INFORMATION.

ASPHALTPARKINGAREA (TYP)

GRASS (TYP)

ASPHALT (TYP)

DUCT BANK DB-PS1(REFER TO SITE PLANFOR CONTINUATION)

DUCT BANK DB-PS1(REFER TO SITE PLANFOR CONTINUATION)

LAB/CONTROL ANDMAINTENANCE

BUILDING

HAZARDOUS LOCATION!THE LAGOON SHALL BE DESIGNATED A

CLASS I, GROUP D, DIVISION 2HAZARDOUS LOCATION. ALL

ELECTRICAL WORK IN THE AREA SHALLCONFORM TO ARTICLE 501 OF THE NEC.

REFER TO NOTE G15 ON SHEET E001FOR ADDITIONAL INFORMATION.

NEW FORCE MAIN

DB-IPS[C1] w/C2

1.5"C w/ MFR'S CABLES

1.5"C w/(SPARE)

DB-IPS[C1] w/C2

1

2

2

3

44

3

5 COORDINATE WET WELL PENETRATIONS AND INSTRUMENTATIONMOUNTING WITH EXISTING CONDITIONS AND FORCE MAIN INSTALLATION.

AUXILIARY COPPER-CLAD STEEL GROUNDING ELECTRODETERMINATE DUCT BANK GROUND WIRE TO GROUND ROD.

1

INTERSITE PUMPSTATION SECONDARY

CONTROL PANEL

DBPS1

A1: C8B1: SPAREC1: C2

1

A

1"

B

1" 12"

(MIN)

C

1"

HAZARDOUS LOCATIONENVELOPE (TYP)

SEE ENLARGED PLAN

AUXILIARY COPPER-CLAD STEEL GROUNDING ELECTRODEBOND TO EMR WITH #4/0AWG GROUNDING CONDUCTOR.TERMINATE DUCT BANK GROUND WIRE TO GROUND ROD.

JB

RECEPTACLE FORFUTURE UPS

JB

SP-14

SP-15

4

3 4

3

STUB UPAND CAPCONDUIT

3

G10 EMR (TYP)

14

METER VAULT

FIT1

MAG METER 1E007

FIT1

INSTRUMENT ENCLOSURE 2E007

UNDERGROUND ELECTRICALJUNCTION BOX WITH H20TRAFFIC LOADING RATING

SUMP PUMP SP-1

LS FLOAT MAST ASSEMBLY3E007

EMR (TYP)G10

FIT

FE

M

LS

SUMP PUMPSP-1 MSCP

FE1

MAG METER 1E007

CHARTRECORDER

PB PB

PB

DS

PULL BOXPB-PC

PULL BOXPB-I

METER VAULT

ELECTRICAL HANDHOLE 3E006

SCALE 1/4"=1'-0"

SCALE 1"=20'-0" SCALE 1"=5'-0"

1

0


40'302010 0


2.5 10'5 7.5

NTS

- REFER TO SITE PLANS AND DUCT BANKSECTIONS FOR CIRCUIT CONTINUATION -

DB-MV1[A1] w/FE/FIT MFR'S CABLES

FE

FE 1MA

G ME

TER

D D

1

METER VAULT

DB-MV1[B1] w/FE/FIT MFR'S CABLES

FIT

DB-PB1[C1] w/RP1-37

DB-PB1[D1] w/TSP-1

RACEWAY DRIP LOOP: PROVIDE CONDUIT DRAIN FITTINGS ATLOWER ELEVATION THAN INSTRUMENTS. CONDUITS SHALLSLOPE UP TO INSTRUMENTS. (TYP)

PLANT BUILDINGELECTRICAL ROOM

OUTDOORS

DBPB1

DBMV1

DBPB1

DBMV1

FIT 1

MAG

METE

R

PULL BOX PB-PI(INSTRUMENTATION)

PULL BOX PB-PC(POWER/CONTROL)

DBMV1

A1: FE/FIT MFR'S CABLESB1: FE/FIT MFR'S CABLESC1: 3#10,1#10GD1: C4E1: C6

1

A

1"

B

1"

NTS

SUMP PUMPSP-1

SUMP PUMPSP-1

MSCP

LSHH1

FLOATOEMHP

1/2

MWTSSEAL

DB-PB1[B1] w/C2

DB-PB1[A1] w/LP6-25

DB-PB1[B1] w/C2

3/4"C w/C2RP1-37, 41

LP6-25

3/4"C w/IC-FIT1.5"C w/SUMP PUMP MFR'S CABLES

1.5"C w/SUMP PUMP MFR'S CABLES

1.5"C w/SUMP PUMP MFR'S CABLES

12"(MIN)

C D E

DB-MV1[C1] w/3#10,1#10G

DB-MV1[D1] w/C4

DB-MV1[E1] w/C6

DB-PB1[A1] w/LP6-25

DB-PB1[D1] w/IC-FIT

DB-PB1[C1] w/RP1-37, 41

DB-MV1[A1] w/FE/FIT MFR'S CABLES

DB-MV1[B1] w/FE/FIT MFR'S CABLES

DBPB1

A1: LP6-25B1: C2C1: RP1-37D1: TSP-1

1

A

1"

B

1" 12"

(MIN)

C

1"

D

1"


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E003

JDH TJK

CMM TJR

HJS

NTS


DB-MV1[C1] w/3#10,1#10G

DB-MV1[D1] w/C4

DB-MV1[E1] w/C6

LSH1

FLOATOEM

LSL1

FLOATOEM

PROVIDE INSTRUMENT ENCLOSUREFOR MOUNTING MAGNETIC FLOWMETER TRANSMITTER

UNDERGROUND ELECTRICALJUNCTION BOX WITH H20TRAFFIC LOADING RATING

2 EQUIPMENT JUNCTION BOX: PROVIDE INSULATED TERMINALBLOCKS AND CONNECTIONS AS REQUIRED TO TRANSITION FROMMFR'S CABLES TO HARD-WIRED CONDUCTORS.

3 MANUFACTURER'S CABLE(S): COORDINATE QUANTITY AND SIZE OFCABLES WITH EQUIPMENT MANUFACTURER.

4 INTRINSICALLY SAFE CIRCUIT: INTRINSICALLY SAFE CIRCUITSSHALL BE KEPT SEPARATE FROM ALL OTHER CIRCUITS (MINIMUMOF 2").

4 3

3

33

3

3

3

HAZARDOUS LOCATION!THE METER VAULT SHALL BE

DESIGNATED A CLASS I, GROUP D,DIVISION 2 HAZARDOUS LOCATION. ALLELECTRICAL WORK IN THE AREA SHALLCONFORM TO ARTICLE 501 OF THE NEC.

REFER TO NOTE G15 ON SHEET E001FOR ADDITIONAL INFORMATION.

ASPHALTROADWAY (TYP)

GRASS (TYP)

DUCT BANK DB-PB1(REFER TO SITE PLANFOR CONTINUATION)

DUCT BANKDB-PB1

(REFER TO SITEPLAN FOR

CONTINUATION)

AUXILIARY COPPER-CLAD STEEL GROUNDING ELECTRODEBOND TO EMR WITH 4/0 GROUNDING CONDUCTOR.TERMINATE DUCT BANK GROUND WIRE TO GROUND ROD(TYP).

1" 1" 1"

4

4

4

3

3

SEE ENLARGED PLAN

CHARTRECORDER

TSP-1

RP1-41RP1-37

15

1 CONTRACTOR SHALL AS-BUILT EXISTING INTERSITE PUMP STATION DUPLEX PUMP MSCP AND CREATE ELEMENTARY WIRINGDIAGRAM. MSCP SHALL BE MODIFIED TO REMOVE EXISTING TIMER, ADD TERMINAL BLOCKS, WIRING, AND INCLUDE CONTROLS ASSHOWN AND SPECIFIED. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWING WITH PROPOSED MODIFICATIONS TO ENGINEER FORREVIEW AND APPROVAL PRIOR TO PERFORMING ANY MODIFICATIONS. CONTROL SYSTEM SEQUENCE OF OPERATION SHALL BE ASDESCRIBED IN CONTRACT SPECIFICATIONS.

NTS

[PCP-P1]FROM INTERSITE PS PRIMARY CP(PUMP 1 CONTROL-AUTO) [FUTURE]

OL T1

T2

T3

MOTOR STARTER CONTROL PANEL (MSCP)

[PCP-P1]

SYSTEM COMPONENTS2

NTS

[SCP-CRR1-1]

[PCP-P2]

[SCP-CRP2-1]

[SCP-CRR1-2][SCP-CRR1-2]FROM INTERSITE PS SCP(CONTROL-SECONDARY MODE)

[PCP-P2]FROM INTERSITE PS PRIMARY CP(PUMP 2 CONTROL-AUTO) [FUTURE]

[SCP-CRP2-1]FROM INTERSITE PS SCP(PUMP 2 CONTROL- SECONDARY AUTO)

OL T1

T2

T3

1

4

SECTIONAE002 NTSSCALE :

21

INTRINSICALLY SAFERELAY (ISR1)

FLOAT SWITCH

OUTPUTS INPUTS

SYSTEM COMPONENTS

3

2

NTS

120VAC, 1PH POWERH N

CONTROL PANEL ENCLOSURE

CRLSHH

PROVIDE SEPARATE RELAYFOR EACH FLOAT (TYP)

LSHH

21


FLOAT SWITCH

OUTPUTS INPUTS

3CRLSH

LSH

21


FLOAT SWITCH

OUTPUTS INPUTS

3CRLSL

LSL

21


FLOAT SWITCH

OUTPUTS INPUTS

3CRLSLL

LSLL

R

CR-LSL CR-LSH

CR-1PR

CR1PR

NP 'RESET' CR-1PR

CR-R1

CRR1

CR-LSHHCRHH

CR-2PR

CR-LSLCR2PR

ALTERNATINGRELAY

IN 1

H N

IN 2 OUT 2

OUT 1CR-1PR

CR-2PR

CRP1

CRP2

[SCP-CRP1-1]TO INTERSITE PUMP STATION MSCP(CONTROL-SECONDARY AUTO)

'SECONDARY MODEACTIVATED'NP

[SCP-CRP2-1]TO INTERSITE PUMP STATION MSCP(CONTROL-SECONDARY AUTO)

[SCP-CRR1-1]TO INTERSITE PUMP STATION MSCP(CONTROL-SECONDARY MODE)[SCP-CRR1-2]TO INTERSITE PUMP STATION MSCP(CONTROL-SECONDARY MODE)

DEVICE/COMPONENT IS LOCATED ADJACENT TO PROCESS EQUIPMENT IN THE FIELD. REFER TO APPROPRIATE PLAN FOR LOCATION.

SYSTEM CONTROLS: REFER TO SPECIFICATIONS FOR ADDITIONAL CONTROL COMPONENTS AND ACCESSORIES REQUIRED FOREACH STARTER/VFD UNIT OR CONTROL PANEL.

3

2

3

3

DEMOLISH TIMER AND MODIFYEXISTING DUPLEX MSCP 1

[SCP-CRP1-1] [SCP-CRP1-1]FROM FROM INTERSITE PS SCP(PUMP 1 CONTROL- SECONDARY AUTO)

[SCP-CRR1-1]FROM FROM INTERSITE PS SCP(CONTROL-SECONDARY MODE)

INTERSITEPS SECONDARYCP (SCP) (CONTRACTORTO SELECT FINALEXACT LOCATION

CONTRACTOR SHALL MOUNT PRIMARY LEVEL CP WITH DISPLAY APPROXIMATELY 60"AFF. IT IS ESTIMATED THAT A 12"WMAXIUMUM SIZE ENCLOSURE CAN BE INSTALLED IN BETWEEN THE INTERSITE PUMP STATION MSCP AND THE SPRAY FIELDPUMP STATION MSCP. CONTRACTOR SHALL VERIFY AVAILABLE SPACE PRIOR TO FABRICATION OF SCP.

WALLSWITCH DOOR

SPRAY FIELDPUMP STATION MSCP

INTERSITE PUMP STATION MSCP

SPRAY FIELD PUMPSTATION CONTROLLER

SHELVING TO BE MOVED

EXISTINGCONDUITS (TYP)

[SCP-CRLSHH-1]TO RTU(ALARM-HIGH LEVEL)

CONTRACTOR SHALL PROVIDE SURGE PROTECTION TERMINAL BLOCKS DEVICES AND INTRINSICALLY SAFE BARRIER FORSUBMERSIBLE LT. SPD TERMINAL BLOCKS SHALL BE SUITABLE FOR USE WITH INTRINSICALLY SAFE CIRCUITS.

5


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E004

TJK TJK

CMM TJR

HJS

NTS


PRUP

S-4POWER

RELAY

PRUPS

PRUP

S-1

PRUP

S-2

PRUP

S-3

CEP FOR FUTURE UPS INSTALLATIONG1

15AMCB

15AMCB

PROVIDE NAMEPLATE READING: CAUTION - PANEL IS FED FROM MULTIPLE POWER SOURCES.6

6

CR-HH

16

1

CB CB DESCRIPTIONNOTESLOADCKTCKT

LOCATION:

CONDUITSIZE

ɸ/NSIZE

GSIZELOADNOTESDESCRIPTION CONDUIT

SIZEɸ/NSIZE

GSIZE

LOCATION:

SURGE PROTECTION:

ENCLOSURE:

INCOMING FEED:

ESTIMATED CONNECTED LOAD:

FED FROM:

MAIN BREAKER TRIP:

MAIN BUS RATING:MINIMUM SHORT-CIRCUIT

INTERRUPTION RATING:

: SEE PANELBOARD SCHEDULE NOTES

A

424038

413937

313335

323436

30282624222018161412108642

B

2927252321191715131197531

A C

SPARE 14 .18kVA 3/4" 12 12 15A/1P1 15A/1P 3/4” 12 12 .18kVA 14 INTERSITE PS SECONDARY CP (SCP)

PROVIDE NEW PANELBOARD CIRCUIT BREAKER SHOWN FOR NEW BRANCH CIRCUIT.


LOCATION:

CONDUITSIZE

ɸ/NSIZE


SIZEɸ/NSIZE

GSIZE

LOCATION:

SURGE PROTECTION:

ENCLOSURE:

INCOMING FEED:


FED FROM:

MAIN BREAKER TRIP:




A

424038

413937

313335

323436

30282624222018161412108642

B

2927252321191715131197531

A C

1


LOCATION:

CONDUITSIZE

ɸ/NSIZE


SIZEɸ/NSIZE

GSIZE

LOCATION:

SURGE PROTECTION:

ENCLOSURE:

INCOMING FEED:


FED FROM:

MAIN BREAKER TRIP:




A

424038

413937

313335

323436

30282624222018161412108642

B

2927252321191715131197531

A C

METER VAULT FE/FIT 14 .1kVA 3/4" 12 12 15A/1P1

14 .5HP 3/4" 10 10 15A/3PSUMP PUMP MSCP1

1. PROVIDE 3/4"C w/3-#12, 1-#12G FOR 20A CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESSOTHERWISE NOTED. INCREASE CONDUIT AND WIRE SIZES IN ACCORDANCE WITH SPECIFICATION SECTION 16120 AND THE NEC FOR LONGERCIRCUITS OR CIRCUITS LARGER THAN 20A.

2. PROVIDE 3/4"C W/3-#12, 1-#12G FOR 20A CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESSOTHERWISE NOTED. INCREASE CONDUIT AND WIRE SIZES IN ACCORDANCE WITH SPECIFICATION SECTION 16120 AND THE NEC FOR LONGERCIRCUITS OR CIRCUITS LARGER THAN 20A.

3. RECEPTACLE CIRCUITS SHALL BE POWERED THROUGH A GFCI CIRCUIT BREAKER, EXCEPT AS FOLLOWS:- WHEN THE DISTANCE TO THE FIRST RECEPTACLE IS OVER 50' IN LENGTH, USE A STANDARD CIRCUIT AND PROVIDE A FEED THROUGH GFCITYPE RECEPTACLE.- ALL RECEPTACLES MOUNTED IN LIGHT POLES OR ON HANDRAILS SHALL BE GFCI TYPE.- PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS WHERE RECEPTACLES ARE MORE THAN 50' APART.- PROVIDE GFCI RECEPTACLES FOR ALL SINGLE PHASE CORD CONNECTED SUBMERSIBLE PUMP, MIXERS, ETC.- REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. CONDUIT SIZES SHOWN ARE MINIMUM ONLY AND NOT FOR USE IN DUCTBANKS. REFER TO DUCTBANK AND CIRCUIT SCHEDULE FOR CONDUITSIZE AND FOR CONDUITS WHICH STUB-UP INTO PANELBOARDS.

5. PROVIDE ADDITIONAL CONDUCTORS AS REQUIRED TO CONNECT SWITCHED LEGS FOR FIXTURES OR UNSWITCHED LEGSFOR EMERGENCY LIGHTING UNITS AND EXIT SIGNS. EMERGENCY LIGHTING UNITS AND EXIT SIGNS SHALL BE CONNECTED UPSTREAM OFSWITCHED DEVICES. FOR ANY CIRCUITS WITH EMERGENCY LIGHTING, PROVIDE CIRCUIT BREAKER WITH LOCKOUT FEATURE (IN THE ONPOSITION) AT GP/PP TO PREVENT ACCIDENTALLY TURNING OFF THE BREAKER.

6. PROVIDE HANDLE LOCK-OFF/PADLOCK ATTACHMENT FEATURE.7. PROVIDE GROUND-FAULT EQUIPMENT PROTECTOR RATED BREAKER. (GFEP)8. PROVIDE HEATING, AIR-CONDITIONING, REFRIGERATION RATED BREAKER (HACR)9. CONTRACTOR SHALL COORDINATE CONNECTIONS WITH FINAL HEATER SELECTION. PROVIDE NECESSARY 3 ɸ,

OR 1ɸ BRANCH CIRCUITS AS REQUIRED PER EACH UNIT. UNUSED BRANCH CIRCUITS SHALL BE LABELED AS SPARE.10. CIRCUITS MAY ALSO BE ROUTED THROUGH DUCT BANKS.11. PROVIDE GFCI RATED BREAKER.12. DEMOLISH AND REMOVE EXISTING CIRCUIT (CONDUIT/CONDUCTORS) FROM FIELD DEVICE BACK TO SOURCE AND PROVIDE BRANCH CIRCUIT

AS SHOWN.13. PROVIDE LOCKABLE BREAKERS IN THE CLOSED POSITION AND PAINTED/INDICATED RED BREAKER

HANDLE.14. NEW CIRCUIT BREAKERS IN EXISTING PANELBOARDS: NEW CIRCUIT BREAKERS SHALL MAINTAIN EXISTING PANELBOARD kAIC RATING.


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E005

JDH TJK

CMM TJR

HJS

NTS

10 August 2015 - 3:42 PM G:\86\16764\CADD\Drawings\Elec\86-16764-E-005.dwgTim Kelly

RECEPTACLE - UPS 14 .18kVA 3/4" 12 12 20A/1P1

CHART RECORDER 14 .1kVA 3/4" 12 12 15A/1P1

17

RACEWAY SCHEDULE

LOCATION TYPE STANDARD MINIMUM SIZE

INDOORS PVC COATED RIGID GALVANIZED STEEL NEMA RN1 3/4"

DUCT BANKS SCHEDULE 40 PVC UL 651 1"

OUTDOORS - EXPOSED PVC COATED RIGID GALVANIZED STEEL NEMA RN1 3/4"

REFER TO SECTION 02731.02-C FOR REQUIREMENTS.

CONDUCTOR INSULATION SCHEDULE

SERVICE TYPE UL TYPE MINIMUM SIZE

POWER CIRCUITS BUILDING WIRE AND CABLE THWN, THHN 12 AWG

CONTROL CIRCUITS BUILDING WIRE AND CABLE THWN, THHN 14 AWG

REFER TO SECTION 02735.02-C FOR REQUIREMENTS. ALL CONDUCTORS SHALL BE STRANDED.

FINISHED GRADE(UNPAVED AREAS)

MANHOLE COVER TO BE SET 2"ABOVE FINISHED GRADE, WITHSURROUNDING SOIL REGRADEDTO A SMOOTH SLOPEEXTENDING AT LEAST 3'-0" TOMEET UPSET COVER

CAST IRON MANHOLE/HANDHOLE COVER & FRAME(SEE NOTES 1, 2, & 3)MANHOLE FRAME & COVER

SIMILAR TO NEENAH SERIESR-1640 OR EQUAL

FINISHED GRADE(PAVED AREA)

GROUT ALL AROUND

PRE CAST CONCRETE FRAMEADJUSTING RING. (MIN. OF

1 REQUIRED) PROVIDE ADDITIONALRINGS AS REQUIRED TO SUIT

FIELD CONDITIONS &MANHOLE/HANDHOLE DEPTH.

3. GROUND MANHOLE FRAMES TO GROUND ROD.

2. COVERS SHALL BE PROVIDED W/CAST LETTERING E="ELECTRIC" ANDC="COMMUNICATIONS" WHERE NOTED ON THE DRAWINGS.

1. MANHOLE AND HANDHOLE COVERS SHALL BE 36" (REFER TODETAILS E-103 & E-104).

CONCRETE EQUIPMENTPAD OR FLOOR SLABTO BE POURED LATER

CONDUIT ADAPTER

DUCT BANK

UNREINFORCED PEDESTAL

PVC COATED PVC CONDUITRIGID STEEL CONDUIT

1'-0"

4"

10' MIN FROM EDGE OFEQUIPMENT PAD ON SLAB

OR FOUNDATION WALL

REFER TO "CONDUIT STUB-UPDETAIL" THIS SHEET

(4) #4 REBAR x 4"-6" LG:ATTACH TO MANHOLE/HANDHOLE w/ANCHORS(OR EQUAL) (TYP)

GROUNDINGBUSHING (TYP)

PRECAST MANHOLE/HANDHOLE WALL

CONCRETEENCASED DUCTBANK

WATERSTOP SEAL

10'-0" LENGTH OFPVC COATEDRIGID STEELCONDUIT (TYP)(STAGGERCOUPLINGS)

BELL ENDS FORPLASTIC CONDUITS

CONCRETE(SEE NOTE 1)

(PAVED AREAS)(UNPAVED AREAS)

3. DUCT BANK DEPTH SHALL BE COORDINATED WITH MANHOLE/HANDHOLE PENETRATIONS.

2. FOR DUCT BANKS INSTALLED IN EXISTING PAVED AREAS, CUTEXISTING DRIVEWAY, ROADWAY OR SIDEWALK 6" WIDER THANREQUIRED TRENCH WIDTH (TYP EACH SIDE OF TRENCH)

1. REFER TO "CONCRETE ENCASED DUCT BANK DETAIL," THIS SHEET, FOR INSTALLATIONREQUIREMENTS FOR CONCRETE ENCASED DUCT BANKS. COMMUNICATIONSDUCTBANKS SHALL CONSIST OF PVC COATED RIGID STEEL CONDUIT.

12"

6"

3'-0"

(MIN

)

(SEE

NOT

ES)

6"

6"

12"

(MIN)3"

6"

27" (

MIN)

(SEE

NOT

ES)

6"

NOTES:

(MIN)2"

4. STAIN CONCRETE w/RED IRON OXIDE DUST.

DRIVEWAY, ROADWAY OR SIDEWALK(SEE NOTE 2)

BACKFILL-MATERIALAS SPECIFIEDUNDERGROUNDWARNING TAPE

CONDUITS (QUANTITY & TYPEAS SPECIFIED OR SHOWN ONCONTRACT DRAWINGS)

MOLDED PLASTICSPACERSEE NOTE 1

NTS

1. REFER TO "DUCT BANK COVER DETAIL," THIS SHEET, FOR ADDITIONAL INFORMATION.

3"

NOTES:

#4-90°@18"

MOLDED PLASTIC SPACER

#4/0 AWG TINNED COPPERGROUND WIRE

CONCRETE ENCASEDELECTRICAL DUCT BANK

6" (M

IN)

3"(TYP)

7.5"(TYP)

7.5"

4" DUCT UNLESS NOTEDOTHERWISE (QUANTITY OFDUCTS AS SHOWN IN SECTIONS)

6"

#4 REBAR TIED TO DUCTSPACER (TYP)

3" CONCRETE BLOCK1. KNOCKOUTS SHOWN IN DETAIL ARE MINIMUM REQUIREMENTS. COORDINATE

ACTUAL KNOCKOUT REQUIREMENTS WITH DUCT BANK SECTIONS.2. DRAIN HOLE, GROUND ROD, AND PULL IRONS (NOT SHOWN) ARE REQUIRED FOR

EACH HANDHOLE.3. HANDHOLE BOX SHALL BE INSTALLED A MINIMUM OF 12" BELOW FINISHED

GRADE. PROVIDE PRECAST CONCRETE FRAME ADJUSTING RING TOACCOMMODATE MOUNTING HEIGHT OF THE FRAME.

4. INSTRUMENTATION, NETWORK AND INTRINSICALLY SAFE CIRCUITS SHALL BEISOLATED FROM OTHER CIRCUITS VIA CONDUITS AND JUNCTION BOXES (TYP).

4"x 10" KNOCKOUTS(4 WALLS)

6"

NOTES:

J

LB FITTING(TYP)

NEMA 4XSS JB

LIQUID-TIGHT FLEXIBLEMETALLIC CONDUIT (TYP)

(SEE NOTE 4)

36" CAST IRON COVER & FRAME(SEE DETAIL E-105). FRAMESHALL BE RAISED TOACCOMMODATE SITECONDITION & DUCT BANKPENETRATION ELEVATIONS.(SEE NOTE 3)

60" (MIN)

6"60" (MIN)

ADJUSTING RING

CABLE SADDLES ORHOOKS (TYP)

NTS

NTS NTS

NOTES:

NTS

NTS

1E006

2E006

6E006

3E006

9E006

7E006

2"MAX

25" T

O GR

ADE

(MIN

)

WET WELL WALL

INSULATING CONDUITBUSHING

SEAL ANNULAR SPACEWITH MODULAR RUBBERSEAL

MEMBRANEWATERPROOFING

2-1/2" UNDERGROUND PVCCOATED GALVANIZED STEEL

CONDUIT

CONCRETE ENCASEDDUCT BANK (REFER

TO DETAIL E-102)

STAIN CONCRETEPORTION w/REDIRON OXIDE DUST

1. PULL BOXES MAY BE SPECIFIED IN LIEU OF LB FITTINGS. REFERPLANS FOR DETAILS.

REFER TO CONDUITPENETRATIONDETAILS (THIS SHEET)

INTERIOR ORACCESSIBLEWALL

CORE DRILL

FILL VOID WITHNON-SHRINKGROUT

WALL THICKNESS

SILICONEOR ACRYLIC

CAULK

PULLFITTING

FILL BOTTOMOF BLOCK

LB FITTING

BUILDING

FINISHED GRADE

INTERIOR

EXPANSION/DEFLECTIONFITTING

NTS

NTS NTS4

E0065

E006

FLANGED PIPE END:SECURE EQUIPMENT WITH SSBOLTS

SCHEDULE 80 PVC PIPE: MINIMUM4"Ø: COORDINATE SIZE REQUIREDWITH EQUIPMENT MANUFACTURER

SS EXTENSION SPLIT PIPE CLAMP (2-BOLT TYPE): FASTEN TO WALL w/ 2-5/8"Ø x 5" SS ADHESIVE ANCHORS:PROVIDE CLAMPS AS SHOWN AND AT6'-0" ON CENTER, MAXIMUM (TYPICAL)

1'-0"

AS R

EQUI

RED

(COO

RDIN

ATE

w/ME

CHAN

ICAL

DRA

WIN

GS)

LOCATE BOTTOM OF PLAIN END PIPEAT LOW WATER LEVEL (LWL)(REFER TO MECHANICAL DRAWINGS)

6"8"

GRATING OR OTHER: CONTRACTOR SHALL PROVIDEADEQUATE CUTOUTS AND REINFORCEMENT TO ALLOW FOREQUIPMENT MAINTENANCE AND REMOVAL

NOT TO SCALE


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E006

TJK TJK

CMM TJR

HJS

NTS


8E006

18

10" M

IN

5" M

IN2"

MIN

4'-6"

MIN

6'-6"

MAX

ATTACH GROUNDCABLE TO STAINLESSSTEEL THREADED ROD

CONCRETEEQUIPMENT PAD

3"x3"x3/8"ALUMINUM ANGLE

5/8"Ø STAINLESSSTEEL BOLTS (TYP)

1-1/2"Ø x 3/8" STAINLESSSTEEL U-BOLTS (TYP OF4)

1/4" THICKALUMINUM PLATE:SIZE AS REQUIRED(SEE NOTE 2)

HANDRAIL ORGUARDRAIL

1/4" THICKALUMINUM PLATE:

SIZE AS REQUIRED(SEE NOTE 2,3)

1. PROVIDE TWO SUPPORTS FOR ENCLOSURES/EQUIPMENT WIDER THAN 8".2. ALUMINUM MOUNTING PLATES SHALL BE 2" GREATER ON EACH SIDE THAN DIMENSION OF THE

ENCLOSURE(S)/EQUIPMENT. ROUND ALL CORNERS AND EDGES.3. ANCHOR ALUMINUM PLATE TO ANGLE POST WITH 3/8"Ø STAINLESS STEEL FASTENERS.

13/16"x1-5/8" ELECTRICAL CHANNEL(UNI-STRUT) (SEE NOTE 1)

3/8"Ø STAINLESSSTEEL BOLT, NUT &

WASHER (TYP)3/8" SPRING

NUT (TYP)

13/32" DEPTH x 13/16" WIDE CHANNELSTRUT: UNISTRUT P7000 OR EQUAL

(TYP OF 2)

3/8"Ø STAINLESS STEEL EPOXYCOATED ANCHOR BOLT - SIZED

LARGER BASED ON SUPPORTEDLOAD. REFER TO STRUCTURAL

SPECIFICATIONS FOR ADDITIONALINFORMATION (TYP)

CONCRETE WALL

1/2" (MIN)

EQUIPMENT ENCLOSURE WITH EXTERNALMOUNTING FEET (SIMILAR MOUNTING

FOR ENCLOSURES WITH INTERNALMOUNTING HOLES

1-5/8" (MIN)

(w/ WRITTEN APPROVAL OF ENGINEER)

NTS5

E007

ELECTRODE CABLE(SEE NOTE 1)

COIL CABLE(SEE NOTE 1)

WALL BRACKET OR EMR

4-20mAFLOW SIGNAL(SEE NOTE 2)

CONDUITREDUCER (TYP)

REMOTE MOUNTEDFLOW INDICATINGTRANSMITTER

MAGNETIC FLOW TUBE

PROVIDE GROUNDING STRAPS, RINGS AND GROUNDCONDUCTOR AS REQUIRED BY THE FLOWMETER MANUFACTURER

LIQUID-TIGHT, FLEXIBLE,METALLIC CONDUIT (TYP)

1. ROUTE COIL CABLE AND ELECTRODE CABLES IN SEPARATE CONDUITS ASREQUIRED BY THE FLOWMETER MANUFACTURER.

120VAC, 1ØPOWER SUPPLY(SEE NOTE 2)

RELAY OUTPUT:INSTRUMENT FAIL

(SEE NOTE 2)

CONDUIT TEE FITTING

2. COORDINATE WIRING AND CONDUIT REQUIREMENTS WITH CONDUIT RISERDIAGRAMS.

NTS

C2 P2

FEXXXX

XXXXXX

FIT

TSP-1

1E007

INSTRUMENT TRANSMITTERNEMA 4X STAINLESS STEELENCLOSURE w/WINDOW KIT

2. ALL ACCESSORIES AND MODIFCATIONS TO THE ENCLOSURE SHALL MAINTAIN THE NEMA 4X RATING OF THEENCLOSURE AFTER FABRICATION AND INSTALLTION.

EQUIPMENT SHOWN IN THE ENCLOSURE IS FOR GENERAL INFORMATION ONLY. ALL COMPONENTS/DEVICES ARENOT SHOWN FOR BREVITY. CONTRACTOR SHALL COORDINATE FINAL SIZE AND ARRANGEMENT OF THEENCLOSURE TO ACCOMODATE SINGLE OR MULTIPLE TRANSMITTERS. REFER TO SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.

1.

CABLE BUSHING: PROVIDEQUANTITY AS REQUIRED FOR

INSTALLED APPLICATION (TYP)

CONDUIT HUB:PROVIDE QUANTITYAS REQUIRED BYINSTALLEDAPPLICATION (TYP)

HEATER CLEARANCEAS REQUIRED BY MFR

3-POINTPADLOCKINGHANDLE

SPD

SURGE PROTECTEDTERMINAL BLOCK (TYP)

INSTRUMENT

ANALOG CKT(4-20mA)

DIGITAL CKT(120VAC/

24VDC)

CIRCUIT TYPICALPER INSTRUMENT

120VAC, 1ɸ POWER SUPPLYɸ N

DEAD FRONTCONSTRUCTION

NTS NTS2

E007

12" 12"

1. FLOAT MAST GREATER THAN 12" FROM WALLAND MOUNTED SO NO OBSTRUCTION WILLINTERFERE WITH FLOAT MOVEMENT.

2. FLOATS LESS THAN 16" APART SHALL BE IN 90°SEPARATED VERTICAL PLANES.

3. FLOAT MAST SHALL BE LOCATED 18" FROMWET WELL LADDER OR STEPS.

4. REFER TO PLANS AND SPECIFICATIONS FORFLOAT QUANTITIES AND ADDITIONALREQUIREMENTS.

CONDUIT SLEEVE WITH BUSHING:REFER TO "ELECTRICAL CONDUITENTRY INTO WET WELL DETAIL"

1" RIGID PVC SCHEDULE 80 PIPE WITH1/2" GALVANIZED PIPE INSIDE. PVCCAP TOP AND BOTTOM (LOCATEADJACENT TO ACCESS HATCH)

J.M. GILLINP/N: 874862W-BROR EQUAL (TYP)

2'-0"

STAINLESS STEELFLOAT CLAMP

FLOAT SWITCH (TYP)

CONDUIT TOJUNCTION BOX

WET WELL LANDING ORHIGHEST INFLUENT PIPE

TOP OF WET WELLFINISHED GRADE

NTS3

E007

NOT TO SCALE

CORD CONNECTOR WITH MULTIPLE HOLE BUSHINGREMKE SRB-300-4SP2 OR EQUAL COORDINATE SIZE

WITH FLOAT MFR'S O.D. CABLE SIZE

JUNCTION BOX FOR FUTURE USE

JUNCTION BOX TO TRANSITION FROMMANUFACTURER'S CABLE TO HARDWIRE. PROVIDEINSULATED TERMINAL BLOCKS.

TOSCP

STAINLESSSTEEL 316

WIRE MESH(TYP)

ALUMINUM ANGLE POSTREFER TO FREE STANDINGEQUIPMENT MOUNTINGRACK DETAIL

TOPCP

1/4" ALUMINUM BACKBOARDREFET TO DETAIL

TOWETWELL

CORDCONNECTOR

(TYP)

STRAIN RELIEF CORDGRIP ASSEMBLY

KELLEMS OR EQUAL(TYP)

FLOATSWITCH

JUNCTION BOX

CORDCONNECTORKILLARKZSxxx-EXSERIES OREQUAL

TOWETWELL

MOUNT FIT IN INSTRUMENT ENCLOSURE

4E007


APPROVALPERMIT NO.

SIGNED

DATE



CheckDrafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design





Date

JobManager

ProjectDirector

Plotted by:

Contract No.Sht of

A

HJS

06/15


1986-16764-E007

TJK TJK

CMM TJR

HJS

NTS


ANCHOR BOLT (3'-0" MIN)(REFER TO MFR'S REQUIREMENTS)

#6 REBAR, EACH CORNER & ℄VERTICALLY AS SHOWN

18" DIAMETER POLE BASE

5'-0"

1'-0"

1"(TYP)

3'-0"EMBEDMENT

CONCRETEPOST

1/8" THICK RIGIDNEOPRENE OR FORMICA

3/8" THICK X 7" SQUAREALUMINUM PLATE

3"x3"x3/8"ALUMINUM ANGLE

WELD ALL AROUND

5/8"Ø THREADED,STAINLESS STEELANCHOR BOLT (TYP OF 4)

3"X3"X3/8"ALUMINUM

ANGLE POST(SEE NOTE 1)

JUNCTION BOXFOR

FUTURE

19

dwg no. drawing title project location...aug 19, 2015 · license no. 30016, expiration date:...

Documents