COR130931_CPO_ Contract Drawings.pdf

PDF 10 MB Posted Sep 21, 2015

Attached to: Addendum #3 Infrastructure Improvements, Underground Work
Solicitation number: CRFQ 0608 COR1600000002 4
Issued by: Nicholas County, West Virginia

About this file

Written by GovTribe AI · Mar 13, 2026

This is a contract drawings document prepared by S & S Engineers, Inc. for the West Virginia Division of Corrections related to infrastructure improvements at St. Mary's Correctional Center in Pleasants County, West Virginia. The project encompasses multiple construction contracts separated under contract numbers COR61763, COR61764, COR61765, and COR61766, addressing comprehensive facility upgrades including sewer line replacement, water system improvements, electrical infrastructure, security fencing, and structural repairs.

The project scope includes sewer line replacement across multiple lines with gravity sewer installations and storm sewer systems; installation of a Muffin Monster grinder manhole system with a capacity of 700 GPM; two 2,000-gallon precast concrete grease tanks with dual compartments; helical pile installation (twelve piles total) for foundation stabilization and slab jacking for structural repairs affecting 1,330 square feet; replacement of gas lines and fire hydrants; installation of backflow preventers (nine 4-inch units and one 8-inch unit) for water system protection; security fence improvements including chain-link fencing with razor wire and multiple man gates; high mast lighting pole installations; and electrical systems upgrades. General notes indicate all bidders must maintain current and valid West Virginia contractor licenses, and contractors are responsible for utility coordination, sediment and erosion control compliance with West Virginia standards, temporary mulching applications at 100 pounds per 1,000 square feet, silt fence installation along water bodies, and rock check dam placement. The drawings specify detailed construction standards, including concrete specifications (Class B concrete with reinforcing steel), pipe specifications (various PVC, HDPE, and metal materials), manhole construction with specific invert elevations, and electrical requirements for control systems and lighting fixtures.

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Other files

File	Type	Posted
Final_CRFQ_0608_COR1600000002_1_CRFQ_FORM.PDF	PDF	Sep 21, 2015
COR130931_CPO_Terms and Conditions.pdf	PDF	Sep 21, 2015
Construction Documents.pdf	PDF	Sep 21, 2015
COR130931_CPO_ Project Manual.pdf	PDF	Sep 21, 2015
Final_CRFQ_0608_COR1600000002_2_CRFQ_FORM.PDF	PDF	Sep 21, 2015
Final_CRFQ_0608_COR1600000002_3_CRFQ_FORM.PDF	PDF	Sep 21, 2015
COR130931_CPO_Revised Bid Form.docx	DOCX document	Sep 21, 2015
COR130931_CPO Specifications_Infrastructure Improvements - Underground Work.docx	DOCX document	Sep 21, 2015
COR130931_CPO_Addendum 1.pdf	PDF	Sep 21, 2015
COR130931_CPO_Addendum 3.pdf	PDF	Sep 21, 2015
Final_CRFQ_0608_COR1600000002_4_CRFQ_FORM.PDF	PDF	Sep 21, 2015
COR130931_CPO_Addendum 2.pdf	PDF	Sep 21, 2015

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EARL RAY TOMBLIN: GOVERNOR

JOSEPH THORNTON: SECRETARY - W.V. DEPARTMENT OF MILITARY AFFAIRS AND PUBLIC SAFETY

JAMES RUBENSTEIN: DEPUTY SECRETARY- W.V. DEPARTMENT OF MILITARY AFFAIRS AND PUBLIC SAFETY

COMMISSIONER - W.V. DIVISION OF CORRECTIONS

MIKE COLEMAN: DEPUTY COMMISSIONER - W.V. DIVISION OF CORRECTIONS

PATRICK MIRANDY: WARDEN - ST. MARYS CORRECTIONAL CENTER

PHILIP K. FARLEY II: DIRECTOR OF ENGINEERING AND CONSTRUCTION - W.V. DIVISION OF CORRECTIONS

WEST VIRGINIA DIVISION OF CORRECTIONS

ST. MARYS CORRECTIONAL CENTER

PLEASANTS COUNTY, WEST VIRGINIA

INFRASTRUCTURE IMPROVEMENTS PROJECT

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USGS: RAVEN ROCK QUAD.

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PLEASANTS COUNTY, WV

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AutoCAD SHX Text GENERAL LAYOUT LINE 1 STA. 0+00 TO STA. 7+50, LINE 2 STA. 0+00 TO STA. 5+05 LINE 1 STA. 7+50 TO STA. 15+57, LINE 3 STA. 0+00 TO STA. 2+25, LINE 3A STA. 0+00 TO STA. 1+28, LINE 4 STA. 0+00 TO STA. 0+67, LINE 5 STA. 0+00 TO STA. 2+00, LINE 5A STA. 0+00 TO STA. 0+48 LINE 6 STA. 0+00 TO STA. 1+45, LINE ST1 STA. 0+00 TO STA. 3+65, LINE ST1A STA. 0+00 TO STA. 1+50, LINE ST2 STA. 0+00 TO STA. 1+04 MUFFIN MONSTER GRINDER MANHOLE SITE PLAN, CONTROL PANEL, ELECTRICAL SCHEMATIC & DETAILS GREASE TRAP & GABION BASKET RETAINING WALL DETAILS CONCRETE HEADWALL, SECURITY COVER, DROP INLET & MANHOLE DETAILS DORMITORY UNIT 83 STORM WATER SEPARATION GAS LINE REPLACEMENT & FIRE HYDRANT REPLACEMENT UNIT 80 PROPOSED HEILICAL PILES & SLAB JACKING BACKFLOW PREVENTER LOCATIONS & DETAILS PROPOSED SECURITY FENCE IMPROVEMENTS & CHAIN LINK FENCE DETAILS HIGH MAST LIGHT POLE FOUNDATION & DETAILS SITE ELECTRICAL PLAN, RISER DIAGRAM & DETAILS POWER FLOOR PLAN, ELECTRICAL RISER DIAGRAM, LIGHTING FIXTURE SCHEDULE & DETAILS ELECTRICAL RISER DIAGRAMS & PANELBOARD SCHEDULE PARTIAL SITE ELECTRICAL PLAN & DETAILS

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SHEET NO.

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DESCRIPTION

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S & S ENGINEERS, INC.

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S & S ENGINEERS, INC.

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501 EAGLE MOUNTAIN ROAD

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CHARLESTON, WEST VIRGINIA 25311

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PHONE (304) 342-7168 FAX (304) 342-7169

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ASHOK M. SANGHAVI, P.E., DEE, QEP

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JESSIE O. PARKER, JR., P.E.

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PROJECT AREA

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BID COPY

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CONTRACT NO.

AutoCAD SHX Text ALL COR61763 COR61763 COR61763 COR61763 COR61763 COR61763 COR61763 COR61763 COR61764 COR61765 COR61766 COR61766 COR61766 COR61763,COR61764 COR61763,COR61764

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STORAGE

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CELLAR

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CULVERT

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HEAD WALL

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FL.=635.59'

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WATER

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TANK

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15" UNKNOWN

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10"PVC

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PROPOSED GRAVITY SEWER (SEE SHEET 1)

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PROPOSED GAS LINE REPLACEMENT (SEE SHEET 7)

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PROPOSED BACK FLOW PREVENTER (TYP. OF 10) (SEE SHEET 9)

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PROPOSED BACK FLOW PREVENTER (TYPICAL) (SEE SHEET 9)

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( IN FEET )

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ST. MARYS CORRECTIONAL CENTER GENERAL LAYOUT

AutoCAD SHX Text SEDIMENT CONTROL NOTES: 1. CONTRACTOR SHALL FOLLOW THE WV SEDIMENT AND EROSION CONTROL MANUAL FOR ALL INSTALLATIONS. CONTRACTOR SHALL FOLLOW THE WV SEDIMENT AND EROSION CONTROL MANUAL FOR ALL INSTALLATIONS. 2. TEMPORARY MULCHING WILL BE APPLIED IMMEDIATELY BY THE CONTRACTOR TO ALL AREAS DISTURBED BY CONSTRUCTION (EXCEPT PAVED AND GRAVEL ROADWAYS AND DRIVEWAYS) OF THIS TEMPORARY MULCHING WILL BE APPLIED IMMEDIATELY BY THE CONTRACTOR TO ALL AREAS DISTURBED BY CONSTRUCTION (EXCEPT PAVED AND GRAVEL ROADWAYS AND DRIVEWAYS) OF THIS CONTRACT. 3. TEMPORARY MULCHING, WHEREVER CALLED FOR, SHALL BE AT AN APPLICATION RATE OF 100 LBS. PER 1,000 SQUARE FEET. TEMPORARY MULCHING, WHEREVER CALLED FOR, SHALL BE AT AN APPLICATION RATE OF 100 LBS. PER 1,000 SQUARE FEET. 4. THE CONTRACTOR WILL PROPERLY INSTALL SILT FENCE ALONG RIVER & CREEK BANKS DURING CONSTRUCTION AND UNTIL TEMPORARY MULCHING IS PERFORMED. FENCING WILL BE MAINTAINED THE CONTRACTOR WILL PROPERLY INSTALL SILT FENCE ALONG RIVER & CREEK BANKS DURING CONSTRUCTION AND UNTIL TEMPORARY MULCHING IS PERFORMED. FENCING WILL BE MAINTAINED BY THE CONTRACTOR UNTIL GRASS PLANTED IS WELL ESTABLISHED. 5. ROCK CHECK DAMS SHALL BE INSTALLED IN ADJACENT DITCHES PRIOR TO ALL DROP INLETS, ROAD CROSSINGS, OR EVERY 200 FEET. ROCK CHECK DAMS SHALL BE INSTALLED IN ADJACENT DITCHES PRIOR TO ALL DROP INLETS, ROAD CROSSINGS, OR EVERY 200 FEET. 6. NO DIVERSION OF CREEK BED IS PERMITTED.NO DIVERSION OF CREEK BED IS PERMITTED.

AutoCAD SHX Text GENERAL NOTES: 1. ALL BIDDERS ARE REQUIRED TO HAVE A CURRENT AND VALID WV CONTRACTOR'S LICENSE. ALL BIDDERS ARE REQUIRED TO HAVE A CURRENT AND VALID WV CONTRACTOR'S LICENSE. 2. UTILITIES AND OTHER EXISTING UNDERGROUND STRUCTURES INDICATED ON PLANS ARE SHOWN FOR THE PURPOSE OF INDICATING THE EXISTENCE OF SUCH UTILITIES OR STRUCTURES AND NO UTILITIES AND OTHER EXISTING UNDERGROUND STRUCTURES INDICATED ON PLANS ARE SHOWN FOR THE PURPOSE OF INDICATING THE EXISTENCE OF SUCH UTILITIES OR STRUCTURES AND NO GUARANTEE IS GIVEN OR IMPLIED OF THEIR EXACT LOCATION OR THE COMPLETENESS OF THE INFORMATION GIVEN. THE FOLLOWING IS A LIST OF KNOWN UTILITIES IN THE AREA: MISS UTILITY 1-800-245-4848 DOMINION HOPE GAS 304-494-1265 1-800-245-4848 DOMINION HOPE GAS 304-494-1265 DOMINION HOPE GAS 304-494-1265 304-494-1265 CITY OF ST. MARYS WATER & SEWER 304-684-2401 304-684-2401 MONPOWER 304-626-1217 304-626-1217 FRONTIER 1-800-921-8102 1-800-921-8102 SUDDENLINK 304-455-5327 304-455-5327 FIRE, POLICE, AMBULANCE 911 911 3. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES TO ACCOMPLISH LINE RELOCATION AS NECESSARY FOR CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES TO ACCOMPLISH LINE RELOCATION AS NECESSARY FOR CONSTRUCTION OF THIS PROJECT. 4. ALL AREAS DISTURBED BY CONSTRUCTION OF THIS CONTRACT SHALL BE REPAIRED OR REPLACED IN KIND, SUCH AS BUT NOT LIMITED TO LANDSCAPING, FENCING, DRIVEWAYS, DRAINAGE PIPES, ALL AREAS DISTURBED BY CONSTRUCTION OF THIS CONTRACT SHALL BE REPAIRED OR REPLACED IN KIND, SUCH AS BUT NOT LIMITED TO LANDSCAPING, FENCING, DRIVEWAYS, DRAINAGE PIPES, HEADWALLS, DRAINAGE DITCHES, RETAINING WALLS, ETC. ITEMS NOT IDENTIFIED IN THE FORM OF PROPOSAL AS A SEPARATE BID ITEM SHALL BE INCLUDED IN THE UNIT PRICE FOR THE OTHER ITEMS. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THESE ITEMS. 5. IF AT ANY TIME THE CONSTRUCTION EXCAVATION REVEALS ANY ARTICLE OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE, WORK AT THE LOCATION WILL CEASE AND THE CONTRACTOR SHALL IF AT ANY TIME THE CONSTRUCTION EXCAVATION REVEALS ANY ARTICLE OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE, WORK AT THE LOCATION WILL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE WEST VIRGINIA DIVISION OF CULTURE AND HISTORY, (304)558-0220. 6. FOR THE PURPOSES OF DESIGN, EXISTING WATER, POWER, PHONE & GAS LINES ARE ASSUMED TO BE 42" BELOW GROUND SURFACE. NO GUARANTEE IS IMPLIED OF THEIR DEPTH. FOR THE PURPOSES OF DESIGN, EXISTING WATER, POWER, PHONE & GAS LINES ARE ASSUMED TO BE 42" BELOW GROUND SURFACE. NO GUARANTEE IS IMPLIED OF THEIR DEPTH. 7. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH S & S ENGINEERS AND THE OWNER. THE OWNER AND S & S ENGINEERS SHALL BE NOTIFIED BY THE CONTRACTOR IN WRITING A THE CONTRACTOR SHALL COORDINATE ALL WORK WITH S & S ENGINEERS AND THE OWNER. THE OWNER AND S & S ENGINEERS SHALL BE NOTIFIED BY THE CONTRACTOR IN WRITING A MINIMUM OF 72 HOURS PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM, OR USING WATER FOR FILLING AND FLUSHING LINES. 8. THE ENGINEER SHALL ESTABLISH CENTER LINES AND BENCH MARKS AT THE SITE OF WORK. THE ENGINEER SHALL ESTABLISH CENTER LINES AND BENCH MARKS AT THE SITE OF WORK. 9. ALL OTHER INSTALLATION IN PRIVATE ASPHALT SURFACES REQUIRES REPLACEMENT EQUAL TO OR BETTER THAN EXISITING. ALL OTHER INSTALLATION IN PRIVATE ASPHALT SURFACES REQUIRES REPLACEMENT EQUAL TO OR BETTER THAN EXISITING. 10. CONTRACTOR WILL COORDINATE HIS WORK ON ALL CROSSINGS OF SEWER LINES AND WATER LINES (MAIN LINE OR SERVICE LINES) TO MINIMIZE DISTURBANCE, REEXCAVATION, AND POTENTIAL CONTRACTOR WILL COORDINATE HIS WORK ON ALL CROSSINGS OF SEWER LINES AND WATER LINES (MAIN LINE OR SERVICE LINES) TO MINIMIZE DISTURBANCE, REEXCAVATION, AND POTENTIAL CONFLICTS. ALSO, THE CONTRACTOR WILL NOT PERFORM ANY PERMANENT SURFACE RESTORATION UNTIL ALL THE WATER LINES AND SEWER LINES HAVE BEEN INSTALLED, TESTED, AND ACCEPTED, UNLESS THE WATER LINE IS NOT IN CLOSE PROXIMITY TO THE SEWER LINE, AS DIRECTED BY THE ENGINEER. TEMPORARY SURFACE RESTORATION TO PERMIT RESIDENTIAL AND EMERGENCY ACCESS MAY BE REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 11. CONTRACTOR SHALL BACKFILL TRENCH AT THE END OF EACH WORK DAY. CONTRACTOR SHALL BACKFILL TRENCH AT THE END OF EACH WORK DAY. 12. ALL CONCRETE AND ASPHALT SHALL BE SAW CUT. ALL CONCRETE AND ASPHALT SHALL BE SAW CUT. 13. ALL MANHOLE FRAMES, COVERS, AND SCRAP METAL TO REMAIN PROPERTY OF WVDOC AND TO BE STORED AT DESIGNATED LOCATION.ALL MANHOLE FRAMES, COVERS, AND SCRAP METAL TO REMAIN PROPERTY OF WVDOC AND TO BE STORED AT DESIGNATED LOCATION.

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%%U GENERAL LEGEND

AutoCAD SHX Text EXISTING ELECTRIC EXISTING GAS LINE EXISTING POTABLE WATER LINE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING MH EXISTING CLEANOUT EXISTING FENCE PROPOSED FENCE PROPOSED RAZOR WIRE PROPOSED DOUBLE RAZOR WIRE PROPOSED ELECTRIC PROPOSED SANITARY SEWER PROPOSED MANHOLE PROPOSED CLEANOUT PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED GAS LINE PROPOSED FIRE HYDRANT PROPOSED BACKFLOW PREVENTER FRP RPZ

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501 EAGLE MTN. ROAD PHONE (304) 342-7168

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CHARLESTON, WV 25311 FAX (304) 342-7169

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S & S ENGINEERS, INC.

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S & S ENGINEERS, INC.

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AUG. 2014

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ST. MARYS CORRECTIONAL CENTER

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PLEASANTS COUNTY, WEST VIRGINIA

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INFRASTRUCTURE IMPROVEMENTS

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PROJECT

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SEPARATED INTO MULTIPLE

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6" PVC

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12" CLAY

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GRAVEL

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AREA

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OLD ROAD

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BED

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ASPHALT PARKING LOT

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6" PVC

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10" STEEL CULVERT

AutoCAD SHX Text St

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EDUCATION UNIT

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UNIT 70

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UNIT 71

AutoCAD SHX Text

UNIT 72

AutoCAD SHX Text 630'

AutoCAD SHX Text 635'

AutoCAD SHX Text 620'

AutoCAD SHX Text 625'

AutoCAD SHX Text 635'

AutoCAD SHX Text 640'

AutoCAD SHX Text 645'

AutoCAD SHX Text 620'

AutoCAD SHX Text 625'

AutoCAD SHX Text 635'

AutoCAD SHX Text 630'

AutoCAD SHX Text 625'

AutoCAD SHX Text 635'

AutoCAD SHX Text 630'

AutoCAD SHX Text 625'

AutoCAD SHX Text

15" UNKNOWN

AutoCAD SHX Text

12" PVC

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12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

MH 1-2

AutoCAD SHX Text

STA.2+58

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MH 1-3

AutoCAD SHX Text

STA.2+68

AutoCAD SHX Text

STA.3+36

AutoCAD SHX Text

MH 1-4

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MH 1-5

AutoCAD SHX Text

STA.3+55

AutoCAD SHX Text

STA.6+50

AutoCAD SHX Text

MH 1-6

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

MH 1-1

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MH 2-3

AutoCAD SHX Text

STA.5+05

AutoCAD SHX Text

MH 2-2

AutoCAD SHX Text

STA.3+91

AutoCAD SHX Text

MH 2-1

AutoCAD SHX Text

STA.3+04

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

304LF 6"PVC @0.62%

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87LF 6"PVC @2.83%

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114LF 6"PVC @10.58%

AutoCAD SHX Text

MH1-2

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=623.83

AutoCAD SHX Text

INV IN=613.62

AutoCAD SHX Text

INV OUT=611.72

AutoCAD SHX Text

MH2-1

AutoCAD SHX Text

STA.3+04

AutoCAD SHX Text

TOP=621.62

AutoCAD SHX Text

INV IN=615.52

AutoCAD SHX Text

INV OUT=615.52

AutoCAD SHX Text

MH2-2

AutoCAD SHX Text

STA.3+91

AutoCAD SHX Text

TOP=623.85

AutoCAD SHX Text

INV IN=617.98

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INV OUT=617.98

AutoCAD SHX Text

MH2-3

AutoCAD SHX Text

STA.5+05

AutoCAD SHX Text

TOP=636.04

AutoCAD SHX Text

INV IN=630.04

AutoCAD SHX Text

INV OUT=630.04

AutoCAD SHX Text

15"ST

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WV ROUTE 2

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text

10 LF 12"PVC @ 2.50%

AutoCAD SHX Text

19 LF 12"PVC @ 0.95%

AutoCAD SHX Text

99 LF (292 LF TOTAL) 12"PVC @ 0.60%

AutoCAD SHX Text

CSX RAILROAD

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140 LF 24" DIA. STEEL CASING PIPE BORE & JACK

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258LF 12"PVC @1.02%

AutoCAD SHX Text

68LF 12"PVC @0.66%

AutoCAD SHX Text

297LF 12"PVC @0.56%

AutoCAD SHX Text

MH1-1

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=613.48

AutoCAD SHX Text

INV IN=609.28

AutoCAD SHX Text

INV OUT=607.28

AutoCAD SHX Text

MH1-2

AutoCAD SHX Text

STA.2+58

AutoCAD SHX Text

TOP=622.90

AutoCAD SHX Text

INV IN=612.00

AutoCAD SHX Text

INV IN=613.62(LINE 2)

AutoCAD SHX Text

INV OUT=611.90

AutoCAD SHX Text

MH1-3

AutoCAD SHX Text

STA.2+68

AutoCAD SHX Text

TOP=622.90

AutoCAD SHX Text

INV IN=612.25

AutoCAD SHX Text

INV OUT=612.25

AutoCAD SHX Text

MH1-4

AutoCAD SHX Text

STA.3+36

AutoCAD SHX Text

TOP=621.52

AutoCAD SHX Text

INV IN=613.92

AutoCAD SHX Text

INV OUT=612.70

AutoCAD SHX Text

MH1-5

AutoCAD SHX Text

STA.3+54

AutoCAD SHX Text

TOP=619.80

AutoCAD SHX Text

INV IN=614.15

AutoCAD SHX Text

INV OUT=614.10

AutoCAD SHX Text

MH1-6

AutoCAD SHX Text

STA.6+51

AutoCAD SHX Text

TOP=622.67

AutoCAD SHX Text

INV IN=615.85

AutoCAD SHX Text

INV OUT=615.80

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text G

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

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LINE 1

AutoCAD SHX Text SEWER LINE REPLACEMENT LINE 1 STA. 0+00 TO STA. 7+50 LINE 2 STA. 0+00 TO STA. 5+05

AutoCAD SHX Text

MATCH MARK STA. 7+50 (SEE SHEET NO. 2)

AutoCAD SHX Text

LINE 1

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LINE 1

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LINE 2

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LINE 2

AutoCAD SHX Text PLEASE NOTE THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCUARATE OR INCLUSIVE. ANY PERSON USING THIS DRAWING IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.

AutoCAD SHX Text NOTES 1. ALL SEWER LINES INDICATED ON PLANS ALL SEWER LINES INDICATED ON PLANS SHALL BE REPLACED IN SAME TRENCH AS EXISTING SEWERS ALONG WITH ALL MANHOLES. FIELD VERIFY AND RECONNECT EXISTING SERVICE LATERALS FROM ALL BUILDINGS WITH FERNCO OR APPROVED EQUAL FITTING. 2. CONTRACTOR IS RESPONSIBLE FOR BY-PASS CONTRACTOR IS RESPONSIBLE FOR BY-PASS PUMPING WASTEWATER BETWEEN MANHOLES AS NEEDED. BY-PASS PUMPING RATE IS ESTIMATED AT 300 GPM. 3. PROVISIONS SHALL BE MADE TO HAVE PROVISIONS SHALL BE MADE TO HAVE ACCESS FOR EMERGENCY VEHICLES, SUCH AS FIRE, AMBULANCE, POLICE, ETC. 4. IT IS UNDERSTOOD THAT SEWER LINES MAY IT IS UNDERSTOOD THAT SEWER LINES MAY NEED FIELD ADJUSTED DURING CONSTRUCTION. 5. ALL MANHOLE FRAMES, COVERS, AND SCRAP ALL MANHOLE FRAMES, COVERS, AND SCRAP METAL TO REMAIN PROPERTY OF WVDOC AND TO BE STORED AT DESIGNATED LOCATION.

AutoCAD SHX Text

PROFILE HORIZONTAL 1" = 50' VERTICAL 1" = 10'

AutoCAD SHX Text

MATCH MARK STA. 7+50 (SEE SHEET NO. 2)

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TO SISTERSVILLE

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TO ST. MARYS

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WV ROUTE 2

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NORFOLK & SOUTHERN RAILROAD

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140 LF 24" DIA. STEEL CASING PIPE BORE & JACK

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FIELD VERIFY DEPTH AND LOCATION OF EXISTING 8" SEWER LINE

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NO.

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DATE

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REVISIONS

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501 EAGLE MTN. ROAD PHONE (304) 342-7168

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CHARLESTON, WV 25311 FAX (304) 342-7169

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NO.

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DATE

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REVISIONS

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S & S ENGINEERS, INC.

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S & S ENGINEERS, INC.

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OF _________

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REV.

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DRAWN

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CHECKED

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APPROVED

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DATE

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SCALE

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DWG. NO.

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SHEET NUMBER

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DMS

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JOP

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AMS

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AUG. 2014

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AS SHOWN

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:ST MARYS CORRECTIONAL CENTER\IMPR.2014.DWG

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ST. MARYS CORRECTIONAL CENTER

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PLEASANTS COUNTY, WEST VIRGINIA

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INFRASTRUCTURE IMPROVEMENTS

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CONTRACT. NO. COR61763

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PROJECT

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AutoCAD SHX Text 6/29/15

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SEPARATED INTO MULTIPLE

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CONTRACTS PER WVDOC

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JOP

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EXISTING PUMP STATION

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PROPOSED MUFFIN MONSTER GRINDER (SEE SHEET 3 FOR DETAILS)

AutoCAD SHX Text

REPLACE EXISTING MANHOLE (TYPICAL)

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CUT & PLUG

AutoCAD SHX Text EXISTING MANHOLE TO BE CUT 2 FEET BELOW SURFACE. DRILL HOLES IN BOTTOM AND FILL WITH GRAVEL

AutoCAD SHX Text

REPLACE EXISTING MANHOLE (TYPICAL)

AutoCAD SHX Text

CUT & PLUG

EXISTING BAR SCREEN TO BE REMOVED

FAITH

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COTTAGE

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HARMONY

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COTTAGE

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CMU SHED

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10" STEEL CULVERT

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DINING

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HALL

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HOPE

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COTTAGE

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UNIT 79

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UNIT 83

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UNIT 76

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MOD. BUILDING

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SPECIAL

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EDUCATION UNIT

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GARAGE, STORAGE

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BOILER ROOM

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RECREATION

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COVERED WALK

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COVERED WALK

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RAMPS

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CONC. PAD

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CONC. PAD

AutoCAD SHX Text

PICNIC SHELTER

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CROSS TIE

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FLOWER

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BED

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

4' METAL LID

AutoCAD SHX Text

2.5' CONC LID

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FLOWER BED

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CONC. PAD

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text

PARKING

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AREA

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

AREA

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text 10"

AutoCAD SHX Text

36" CONC. CULVERT.

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36" CONCRETE

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

HEAD WALL

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FL.=635.59'

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

4" CAST IRON

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

8" UNKNOWN

AutoCAD SHX Text

12" CONC. CULV

AutoCAD SHX Text

UNIT 72

AutoCAD SHX Text

UNIT 73/74

AutoCAD SHX Text

NORTH & SOUTH BUILDING

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COTTAGE

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UNIT 81

AutoCAD SHX Text

DORMITORY

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UNIT 82-1

AutoCAD SHX Text

UNIT 300

AutoCAD SHX Text

UNIT 80

AutoCAD SHX Text

ROUND CONC. PAD

AutoCAD SHX Text

12" CONC. CULVERT

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

CO 6-1 STA. 1+11

AutoCAD SHX Text

CO 6-2 STA. 1+31

AutoCAD SHX Text

18" CONCRETE HEADWALL STA. 0+00

AutoCAD SHX Text

PROPOSED GREASE TRAPS SEE SHEET 3

AutoCAD SHX Text

MH 1-7

AutoCAD SHX Text

STA.9+43

AutoCAD SHX Text

MH 1-8

AutoCAD SHX Text

STA.10+40

AutoCAD SHX Text

MH 1-9

AutoCAD SHX Text

STA.11+37

AutoCAD SHX Text

STA.13+35

AutoCAD SHX Text

MH 1-10

AutoCAD SHX Text

MH 1-12

AutoCAD SHX Text

STA.15+57

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

STA.1+52

AutoCAD SHX Text

MH 5-1

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

STA.0+67

AutoCAD SHX Text

MH 4-1

AutoCAD SHX Text

MH 1-11

AutoCAD SHX Text

STA.14+30

AutoCAD SHX Text

STA.1+08

AutoCAD SHX Text

INLET 2-2

AutoCAD SHX Text

MH 3-2

AutoCAD SHX Text

STA.2+25

AutoCAD SHX Text

MH 3-1

AutoCAD SHX Text

STA.1+80

AutoCAD SHX Text

MH 3A-1

AutoCAD SHX Text

STA.1+28

AutoCAD SHX Text

INLET 1A-2

AutoCAD SHX Text

STA.1+50

AutoCAD SHX Text

STA.2+06

AutoCAD SHX Text

INLET 1-1

AutoCAD SHX Text

STA.2+82

AutoCAD SHX Text

INLET 1-2

AutoCAD SHX Text

INLET 1-3

AutoCAD SHX Text

STA.3+65

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

AREA

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

INLET 2-1

AutoCAD SHX Text

INLET 1A-1

AutoCAD SHX Text

STA.0+85

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

STA.2+73

AutoCAD SHX Text

MH 5-2

AutoCAD SHX Text

CO 5A-2

AutoCAD SHX Text

STA.0+48

AutoCAD SHX Text

CO 5A-1

AutoCAD SHX Text

STA.0+30

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

45 LF 6"PVC @ 1.33%

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text

180LF 6"PVC @0.69%%%

AutoCAD SHX Text

MH1-8

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=635.24

AutoCAD SHX Text

INV IN=631.25

AutoCAD SHX Text

INV OUT=620.00

AutoCAD SHX Text

MH3-1

AutoCAD SHX Text

STA.1+80

AutoCAD SHX Text

TOP=638.50

AutoCAD SHX Text

INV IN=634.40

AutoCAD SHX Text

INV IN=634.70(LINE 3A)

AutoCAD SHX Text

INV OUT=632.50

AutoCAD SHX Text

MH3-2

AutoCAD SHX Text

STA.2+25

AutoCAD SHX Text

TOP=639.00

AutoCAD SHX Text

INV IN=635.10

AutoCAD SHX Text

INV OUT=635.00

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

128LF 6"PVC @0.72%%%

AutoCAD SHX Text

MH3-1

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=638.50

AutoCAD SHX Text

INV IN=634.40

AutoCAD SHX Text

INV IN=634.70

AutoCAD SHX Text

INV OUT=632.50

AutoCAD SHX Text

MH3A-1

AutoCAD SHX Text

STA.1+28

AutoCAD SHX Text

TOP=640.05

AutoCAD SHX Text

INV IN=638.32

AutoCAD SHX Text

INV OUT=635.32

AutoCAD SHX Text

CONC. S/W

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

GREASE TRAP INV.IN=638.80 INV.OUT=638.55

AutoCAD SHX Text

125LF 6"PVC @1.74%

AutoCAD SHX Text

MH1-12

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=640.23

AutoCAD SHX Text

INV IN=636.23

AutoCAD SHX Text

INV IN=630.33

AutoCAD SHX Text

INV OUT=630.23

AutoCAD SHX Text

CO 6-1

AutoCAD SHX Text

STA.1+25

AutoCAD SHX Text

TOP=641.00

AutoCAD SHX Text

INV IN=638.41

AutoCAD SHX Text

INV OUT=638.41

AutoCAD SHX Text

CO 6-2

AutoCAD SHX Text

STA.1+45

AutoCAD SHX Text

TOP=641.00

AutoCAD SHX Text

INV IN=638.80

AutoCAD SHX Text

INV OUT=638.80

AutoCAD SHX Text

DROP CONNECTION

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text E (x3)

AutoCAD SHX Text

206LF 18"HDPE @0.58%%%

AutoCAD SHX Text

76LF 12"HDPE @1.14%%%

AutoCAD SHX Text

83LF 12"HDPE @1.72%%%

AutoCAD SHX Text

CONCRETE HEADWALL

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

INV=631.00

AutoCAD SHX Text

INLET 1-1

AutoCAD SHX Text

STA.2+06

AutoCAD SHX Text

TOP=638.10

AutoCAD SHX Text

INV IN=632.20

AutoCAD SHX Text

INV OUT=632.20

AutoCAD SHX Text

INLET 1-2

AutoCAD SHX Text

STA.2+82

AutoCAD SHX Text

TOP=638.90

AutoCAD SHX Text

INV IN=633.07

AutoCAD SHX Text

INV OUT=633.07

AutoCAD SHX Text

INLET 1-3

AutoCAD SHX Text

STA.3+65

AutoCAD SHX Text

TOP=639.20

AutoCAD SHX Text

INV IN=634.50

AutoCAD SHX Text

INV OUT=634.50

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

85LF 12"HDPE @0.82%%%

AutoCAD SHX Text

65LF 12"HDPE @1.35%%%

AutoCAD SHX Text

MHINLET 1-1

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=638.10

AutoCAD SHX Text

INV IN=633.30

AutoCAD SHX Text

INV OUT=633.20

AutoCAD SHX Text

MHINLET 1A-1

AutoCAD SHX Text

STA.0+85

AutoCAD SHX Text

TOP=638.45

AutoCAD SHX Text

INV IN=634.00

AutoCAD SHX Text

INV OUT=634.00

AutoCAD SHX Text

MHINLET 1A-2

AutoCAD SHX Text

STA.1+50

AutoCAD SHX Text

TOP=639.50

AutoCAD SHX Text

INV IN=634.98

AutoCAD SHX Text

INV OUT=634.88

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

104LF 12"HDPE @1.96%%%

AutoCAD SHX Text

INLET 2-1

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=637.66

AutoCAD SHX Text

INV IN=634.66

AutoCAD SHX Text

INV OUT=630.67

AutoCAD SHX Text

INLET 2-2

AutoCAD SHX Text

STA.1+04

AutoCAD SHX Text

TOP=639.70

AutoCAD SHX Text

INV IN=636.80

AutoCAD SHX Text

INV OUT=636.70

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text 8+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text

193 LF (292 LF TOTAL) 12"PVC @ 0.60%

AutoCAD SHX Text

97LF 12"PVC @2.37%

AutoCAD SHX Text

97LF 12"PVC @2.71%

AutoCAD SHX Text

198LF 12"PVC @1.54%

AutoCAD SHX Text

94LF 12"PVC @0.87%

AutoCAD SHX Text

127LF 12"PVC @2.46%

AutoCAD SHX Text

MH1-7

AutoCAD SHX Text

STA.9+43

AutoCAD SHX Text

TOP=628.75

AutoCAD SHX Text

INV IN=617.70

AutoCAD SHX Text

INV OUT=617.60

AutoCAD SHX Text

MH1-8

AutoCAD SHX Text

STA.10+40

AutoCAD SHX Text

TOP=635.24

AutoCAD SHX Text

INV IN=620.10

AutoCAD SHX Text

INV IN=625.23(LINE 3)

AutoCAD SHX Text

INV OUT=620.00

AutoCAD SHX Text

MH1-9

AutoCAD SHX Text

STA.11+37

AutoCAD SHX Text

TOP=637.03

AutoCAD SHX Text

INV IN=622.78

AutoCAD SHX Text

INV OUT=622.73

AutoCAD SHX Text

MH1-10

AutoCAD SHX Text

STA.13+35

AutoCAD SHX Text

TOP=638.38

AutoCAD SHX Text

INV IN=626.18

AutoCAD SHX Text

INV IN=629.13(LINE 4)

AutoCAD SHX Text

INV OUT=625.83

AutoCAD SHX Text

MH1-11

AutoCAD SHX Text

STA.14+30

AutoCAD SHX Text

TOP=638.12

AutoCAD SHX Text

INV IN=627.10

AutoCAD SHX Text

INV IN=632.12(LINE 5)

AutoCAD SHX Text

MH1-12

AutoCAD SHX Text

STA.15+57

AutoCAD SHX Text

TOP=640.23

AutoCAD SHX Text

INV IN=630.33

AutoCAD SHX Text

INV IN=636.23(LINE 6)

AutoCAD SHX Text

INV OUT=630.23

AutoCAD SHX Text

INV OUT=627.00

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

AutoCAD SHX Text 0+50

AutoCAD SHX Text

30LF 6"PVC @7.23%

AutoCAD SHX Text W

AutoCAD SHX Text

MH5-1

AutoCAD SHX Text

STA.0+00

AutoCAD SHX Text

TOP=639.20

AutoCAD SHX Text

INV IN=635.20

AutoCAD SHX Text

INV OUT=633.20

AutoCAD SHX Text

CO 5A-1

AutoCAD SHX Text

STA.0+30

AutoCAD SHX Text

TOP=639.91

AutoCAD SHX Text

INV IN=637.37

AutoCAD SHX Text

INV OUT=637.37

AutoCAD SHX Text

GREASE TRAP

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INV IN=637.46

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INV OUT=637.46

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CO 5A-2

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STA.0+48

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TOP=639.91

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INV IN=637.37

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INV OUT=637.37

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DROP CONNECTION

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MH1-10

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STA.0+00

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TOP=638.38

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INV IN=629.13

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INV OUT=625.83

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MH4-1

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STA.0+67

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TOP=639.57

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INV IN=629.67

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INV OUT=629.57

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67 LF 6"PVC @ 0.66%

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DROP CONNECTION

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CONC. S/W

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ASPHALT

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CONC. S/W

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ASPHALT

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152LF 10"PVC @0.71%

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121LF 10"PVC @0.40%

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MH1-11

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STA.0+00

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TOP=638.12

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INV IN=632.12

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INV OUT=627.00

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MH5-1

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STA.1+52

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TOP=639.20

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INV IN=633.30

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INV OUT=633.20

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MH5-2

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STA.2+73

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TOP=640.08

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INV IN=633.79

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INV OUT=633.79

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DROP CONNECTION

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( IN FEET )

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GRAPHIC SCALE

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LINE 1

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SEWER LINE REPLACEMENT

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MATCH MARK STA. 7+50 (SEE SHEET NO. 1)

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LINE 1

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LINE 3A

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LINE 6

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LINE 3

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LINE 3

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LINE 4

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LINE 5

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LINE 6

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LINE 5

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LINE ST1

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LINE ST2

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MATCH MARK STA. 7+50 (SEE SHEET NO. 1)

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LINE ST1

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LINE ST2

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PROFILE HORIZONTAL 1" = 50' VERTICAL 1" = 10'

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LINE 3A

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LINE ST1A

AutoCAD SHX Text 4.5'Wx35'Lx18" THICK 6"-12" ROCK RIP RAP

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LINE ST1A

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EXISTING CLEANOUT TO BE REPLACED

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LINE 4

AutoCAD SHX Text FIELD VERIFY DEPTH AND LOCATION OF EXISTING 10" SEWER LINE AND CORE DRILL MANHOLE

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FIELD VERIFY DEPTH AND LOCATION OF EXISTING 4" SEWER LINE AND CORE DRILL MANHOLE

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FIELD VERIFY SIZE, DEPTH AND LOCATION OF EXISTING STORM DRAIN

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CUT & PLUG

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CUT & PLUG

AutoCAD SHX Text LINE 1 STA. 7+50 TO STA. 15+57 LINE 3 STA. 0+00 TO STA. 2+25 LINE 3A STA. 0+00 TO STA. 1+28 LINE 4 STA. 0+00 TO STA. 0+67 LINE 5 STA. 0+00 TO STA. 2+00

AutoCAD SHX Text LINE 5A STA. 0+00 TO STA. 0+48 LINE 6 STA. 0+00 TO STA. 1+45 LINE ST1 STA. 0+00 TO STA. 3+65 LINE ST1A STA. 0+00 TO STA. 1+50 LINE ST2 STA. 0+00 TO STA. 1+04

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NO.

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DATE

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REVISIONS

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501 EAGLE MTN. ROAD PHONE (304) 342-7168

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CHARLESTON, WV 25311 FAX (304) 342-7169

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NO.

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DATE

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REVISIONS

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S & S ENGINEERS, INC.

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S & S ENGINEERS, INC.

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OF _________

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REV.

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DRAWN

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CHECKED

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APPROVED

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DATE

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SCALE

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DWG. NO.

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SHEET NUMBER

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DMS

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JOP

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AMS

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AUG. 2014

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AS SHOWN

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:ST MARYS CORRECTIONAL CENTER\IMPR.2014.DWG

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ST. MARYS CORRECTIONAL CENTER

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PLEASANTS COUNTY, WEST VIRGINIA

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INFRASTRUCTURE IMPROVEMENTS

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CONTRACT. NO. COR61763

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PROJECT

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AutoCAD SHX Text 6/29/15

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SEPARATED INTO MULTIPLE

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CONTRACTS PER WVDOC

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JOP

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LINE 5A

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LINE 5A

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GABION BASKET RETAINING WALL (SEE SHEET 3)

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REPLACE EXISTING MANHOLE (TYPICAL)

LT1

LT4

LT3

SS1

LT2

CR1 CR2

CR3

E N

D C L I P

E N

D C L I P

FU4-BL

E N

D C L I P

E N

D C L I P

E N

D C L I P

E N

D C L I P

MF MR

E N

D C L I P

E N

D C L I P

XFMR

1 2

S P A R E

G N

1 1

3 3

G N

120VAC

XFMR

130VA

F U

FU3

1.4A

FACTORY JUMPER INSTALLED

OPTIONAL EMERGENCY STOP

PB11

to 76

GRINDER MOTOR

3HP

GND

13A

AUTO START/STOP

13A

A2A1

INTERPOSING RELAY

AUTO RUN PERMISSIVE

CR3

FU4

TB3

X2 to 76 to 79

POWER ON

LT1

1L1

1L2

1L3

GND

1L1

1L2

1L3

AUTO

XOO

OFF/RESET

SS1

OOX

TB3

CR3

MICROLOGIX

10-PT DC SINK IN, 6-PT RELAY OUT

MODULE

PLC

1763-L16BWA

+24V OUT

-24V OUT

DC COM 0

I/0

AUTO START/STOP SW

(BY OTHERS)

IN 0

I/1

ON MODE

IN 1

I/2

AUTO MODE

IN 2

I/3

CURRENT SENSOR

(JAM SENSOR)

IN 3

DC COM 1

I/4

OVERLOAD

CONTACT

IN 4

I/5

IN 5

I/6

IN 6

I/7

IN 7

I/8

IN 8

I/9

IN 9

AUGER FORWARD

CONTACTOR COIL

AUGER REVERSE

CONTACTOR COIL

RELAY

GRINDER RUN

CR1

(FAIL-SAFE)

FAIL RELAY

CR2

VAC

NEU

GND

VAC/VDC 0

O/0

OUT 0

VAC/VDC 1

O/1

OUT 1

VAC/VDC 2

O/2

OUT 2

VAC/VDC 3

O/3

OUT 3

VAC/VDC 4-5

O/4

OUT 4

O/5

OUT 5

PLC2

from 17

GRINER RUN

LT2

JAMMED

LT3

FAULT

MOTOR

LT4

X2 from 17

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30005-0018 MUFFIN MONSTER

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EL 611.26

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5 HP IMMERSIBLE MOTOR

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2" NPT FRP

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CONDUIT

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TAP

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LADDER

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EL 611.34

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EL 623.84

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304 SST

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BRACKET

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4X ANCHOR

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LIFTING CHAIN

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SLIDE GATES

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FLOW

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26.00 CHANNEL DEPTH

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120.00 GUIDE RAIL HEIGHT

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25.75 FRAME HEIGHT

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12.00EFFLUENT PIPE

AutoCAD SHX Text 8.00

AutoCAD SHX Text 72.00

AutoCAD SHX Text 8.00

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12.00 BYPASS CHANNEL WIDTH

AutoCAD SHX Text 16.00

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GRINDER

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CHANNEL

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WIDTH

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AutoCAD SHX Text 12.00

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INFLUENT

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PIPE

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BYPASS CHANNEL MANUAL BARSCREEN 1/2"BAR. 3/4" SPACING

AutoCAD SHX Text NOTES 1. MUFFIN MONSTER MANHOLE SHALL BE 6' DIAMETER, 150.96" DEEP FRP WETWELL. MUFFIN MONSTER MANHOLE SHALL BE 6' DIAMETER, 150.96" DEEP FRP WETWELL. 2. FORMED-IN GRINDER CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP FORMED-IN GRINDER CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP GRINDER CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP GRINDER CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP CHANNEL 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP 16" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP WIDE X 26" DEEP AND 12" WIDE X 26" DEEP WIDE X 26" DEEP AND 12" WIDE X 26" DEEP X 26" DEEP AND 12" WIDE X 26" DEEP X 26" DEEP AND 12" WIDE X 26" DEEP 26" DEEP AND 12" WIDE X 26" DEEP 26" DEEP AND 12" WIDE X 26" DEEP DEEP AND 12" WIDE X 26" DEEP DEEP AND 12" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP AND 12" WIDE X 26" DEEP 12" WIDE X 26" DEEP 12" WIDE X 26" DEEP WIDE X 26" DEEP WIDE X 26" DEEP X 26" DEEP X 26" DEEP 26" DEEP 26" DEEP DEEP DEEP BYPASS CHANNEL. 3. 12" DIAMETER INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND 12" DIAMETER INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND DIAMETER INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND DIAMETER INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND INFLUENT AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND EFFLUENT PIPE STUBS WITH NEOPRENE BOOTS AND PIPE STUBS WITH NEOPRENE BOOTS AND PIPE STUBS WITH NEOPRENE BOOTS AND STUBS WITH NEOPRENE BOOTS AND STUBS WITH NEOPRENE BOOTS AND WITH NEOPRENE BOOTS AND WITH NEOPRENE BOOTS AND NEOPRENE BOOTS AND NEOPRENE BOOTS AND BOOTS AND BOOTS AND AND AND STAINLESS STEEL BANDS. 4. FIBERGLASS LADDER AND 2" FIBERGLASS THREADED CONDUIT TAP. FIBERGLASS LADDER AND 2" FIBERGLASS THREADED CONDUIT TAP. 5. 1/2" EXPANDED POLYSTYRENE BEAD BOARD FOR INSTALLATION. 1/2" EXPANDED POLYSTYRENE BEAD BOARD FOR INSTALLATION. 6. HINGED, LOCKABLE FIBERGLASS LID ABLE TO SUPPORT UP TO 1000 POUNDS. HINGED, LOCKABLE FIBERGLASS LID ABLE TO SUPPORT UP TO 1000 POUNDS. 7. INSTALLED MODEL 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO INSTALLED MODEL 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO MODEL 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO MODEL 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO 30005-0018-DI MUFFIN MONSTER GRINDER SUITABLE FOR UP TO MUFFIN MONSTER GRINDER SUITABLE FOR UP TO MUFFIN MONSTER GRINDER SUITABLE FOR UP TO MONSTER GRINDER SUITABLE FOR UP TO MONSTER GRINDER SUITABLE FOR UP TO GRINDER SUITABLE FOR UP TO GRINDER SUITABLE FOR UP TO SUITABLE FOR UP TO SUITABLE FOR UP TO FOR UP TO FOR UP TO UP TO UP TO TO TO 700 GPM IN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN GPM IN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN GPM IN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN IN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN IN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN A CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN CHANNEL. CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN CONTRACTOR TO SUPPLY TO OWNER A SPARE MUFFIN TO SUPPLY TO OWNER A SPARE MUFFIN TO SUPPLY TO OWNER A SPARE MUFFIN SUPPLY TO OWNER A SPARE MUFFIN SUPPLY TO OWNER A SPARE MUFFIN TO OWNER A SPARE MUFFIN TO OWNER A SPARE MUFFIN OWNER A SPARE MUFFIN OWNER A SPARE MUFFIN A SPARE MUFFIN A SPARE MUFFIN SPARE MUFFIN SPARE MUFFIN MUFFIN MUFFIN MONSTER GRINDER. 8. INTERIOR COMPONENTS SHALL BE STAINLESS STEEL.INTERIOR COMPONENTS SHALL BE STAINLESS STEEL.

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STAINLESS STEEL

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12.00 BYPASS CHANNEL WIDTH

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BYPASS GATE

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BYPASS GATE

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TYPE 304 STAINLESS STEEL ANCHOR BRACKETS (TYP.)

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12" DIA. PIPE STUB WITH NEOPRENE BOOTS AND STAINLESS STEEL BANDS

AutoCAD SHX Text 7'x7'x6" THICK WOVEN WIRE REINFORCED CONCRETE PAD

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RUN

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FAULT

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MOTOR

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POWER

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ON AUTO

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OFF/RESET

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JAMMED

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PLC

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TB3

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XFMR

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FU1

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FU2

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FU3

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LOAD

AutoCAD SHX Text ENCLOSURE NEMA TYPE 4X, FIBERGLASS (24"x24"x08")

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FRONT PANEL COMPONENT LOCATIONS

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BACK PANEL COMPONENT LOCATIONS

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LINE

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RED #16

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RED #16

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WHT #16

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BLK #12

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460V/3-PH/60HZ POWER SUPPLY

AutoCAD SHX Text Disconnect switch and branch circuit protection to be provided by others.

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AutoCAD SHX Text 24Vdc OUTPUT

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BLU #16

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BLU #16

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BLU #16

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WHT #16

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GRN #14

AutoCAD SHX Text Control Philosophy Power On indicator lamp illuminates when control power transformer is energized and fuses are good Grinder selector switch, ON energize grinder motor forward contactor, Run relay & Run indicator lamp Grinder selector switch, OFF/RESET de-energize grinder motor contactor, Run relay & Run indicator lamp clear any alarm conditions Grinder selector switch, REMOTE energize grinder motor forward contactor when Remote Run Permissive input to PLC is On; energize the Run relay & Run indicator lamp Jammed indicator lamp illuminates when a jam condition is set by the PLC (see Grinder Jam Clearing Sequence below) Motor Fault indicator lamp illuminates when either a motor overload fault or motor over-temperature fault occurs Fail Relay energized when an alarm condition is set for any of the following: (i) grinder jam; (ii) grinder motor overload, or; (iii) grinder motor overtemp Emergency stop switch, open, (optional) de-energizes control power to PLC outputs that drive the motor starter and Run indicator lamp Grinder Jam Clearing Sequence when the current sensor detects a jam, the motor forward contactor will be momentarily de-energized the motor reverse contactor will be energized for a pre-determined period of time and de-energized the motor forward contactor will be re-energized this sequence is repeated, as required, to clear the jam for a total of no more than 3 reversals in a 30-second period if the jam is not cleared in accordance with this sequence, an alarm condition is set in order to avoid nuisance trips, the inrush current is ignored for a pre-defined period when the motor is energized

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%%USTANDARD FEATURES:

AutoCAD SHX Text TYPE-304 STAINLESS STEEL CONSTRUCTION 30 FEET (9 METERS) OF 1/4"…

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File details come from the government source that posted it. Updated Mar 11, 2026.