Drawings_B986 Lift Station.pdf

PDF 9 MB Posted May 24, 2024

Attached to: Repair and Renovate Storm Water Lift Station, Bldg. 986, NAS Lemoore, CA
Solicitation number: N62473-24-R-J503
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · May 24, 2024

This document is a set of contract drawings for the Repair and Renovate Storm Water Lift Station, Bldg. 986, at Naval Air Station Lemoore, CA. The key details are:

The base contract includes removing the existing lift pump D2 and sump pumps S1 and S2, demolishing the existing electrical equipment, and providing new lift pump D2, sump pumps S1 and S2, and a new electrical system. The base contract also includes providing temporary bypass pumping services during the work. Option 1 includes removing the existing lift pumps D1 and D3 and providing two new identical lift pump packages. Option 2 includes providing and installing a new catwalk, and Option 3 includes cleaning, repairing, and coating the inlet and outlet basins as well as the existing trash racks. The contract opportunity has an award date of 2024-05-09 to FRAWNER CORPORATION for $8,995,000.

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Appendix B1_Contract Drawings

NAVAL

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:2 :4

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AVENUE

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WEBER

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DRAINAGE

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STENNIS

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S. AVENGER AVENUE

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BENNINGTON ST.

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LEYTE ST.

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VIKING ST.

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TROJAN ST.

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WASP ST.

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ST.

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WEBER AVE.

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SHEET OF

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SCALE REDUCED ACCORDINGLY

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APPROVED

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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DATE

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DATE

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DATE

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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LUC NGUYEN

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LOCATION MAPS

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2 MILES

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GRAPHIC SCALE

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MAIN GATE

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ADMINISTRATION AREA

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OPERATIONS AREA

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STATION

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TO COALINGA

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TO LEMOORE

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FLIGHT

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SAFETY

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EASEMENT

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BOUNDARY

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GENERAL NOTES

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AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING MATERIAL AND/OR STARTING WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING ITEM IN WORK AREA AND TO NOTIFY THE GOVERNMENT REPRESENTATIVE OF ANY CONFLICTING CONDITIONS. ALL SITE WORK SHALL BE CONSTRUCTED SUCH THAT FINISHED SURFACES PROPERLY DRAIN, BACKFILL AND INSTALLED BASES ARE PROPERLY COMPACTED, AND NEWLY PLACED SURFACES PROVIDE A SMOOTH TRANSITION TO EXISTING SURFACES. PROPER SAFETY BARRICADES WITH BOUNDARY TAPE SHALL BE PROVIDED FOR OPEN EXCAVATIONS. ALL GROUND HOLES/PITS/EXCAVATIONS SHALL HAVE A SAFETY COVER PROVIDED AT THE END OF THE WORK DAY FOR ANY SITE WHICH ALLOWS FOR VEHICLE PASSAGE. PROPER SAFETY BARRICADES WITH BOUNDARY TAPE SHALL BE PROVIDED AROUND WORK AREA. ALL DEBRIS AND TOOLS SHALL BE REMOVED FROM WORK SITE AT THE END OF EACH WORK DAY. TO MATCH EXISTING; IS TO BE NO NOTICEABLE DIFFERENCE BETWEEN NEW AND EXISTING. CONCRETE SHALL BE 3500 PSI TYPE V. SUBMIT STRUCTURAL CALCULATIONS TO ADDRESS ALL VERTICAL, SEISMIC, AND WIND LOADS. SEISMIC ZONE 4 & WIND SPEED 90 MPH. CALCULATIONS SHALL ADDRESS FOOTINGS, FABRIC, SHEATHING, FRAME, AND ALL ANCHORS. BEFORE CONSTRUCTION IN ANY AREA, CHECK ALL DRAINS INCLUDING BUT NOT LIMITED TO SINK DRAINS, FLOOR DRAINS, AND ETC. FOR ANY DEFECTS AND BLOCKAGE IN THE PRESENCE OF GOVERNMENT REPRESENTATIVE. ALSO AFTER COMPLETION OF WORK RE-CHECK ALL DRAINS FOR PAINT, GROUT OR ANY FOREIGN OBJECT DEPOSIT DURING CONSTRUCTION IN PRESENCE OF GOVERNMENT REPRESENTATIVE. CONTRACTOR IS FULLY RESPONSIBLE TO FIX AND CLEAN ANY DEBRIS OR BLOCKAGE FOUND AFTER CONSTRUCTION. CONTRACTOR SHALL SUBMIT PROPOSED UTILITY LOCATION AND CONNECTION(S) TO EXISTING SYSTEM(S), DRAWING(S), WRITTEN PROCEDURE, AND SCHEDULE OF ANY UTILITY OUTAGES OR UTILITY SHUT DOWNS TO FACILITY ENGINEERING & ACQUISITION DIVISION (FEAD) 30 DAYS PRIOR TO STARTING WORK/CONSTRUCTION. PUBLIC WORKS SHOPS PERSONNEL SHALL BE PRESENT & VERIFY ALL UTILITY CONNECTIONS, AT TIME OF SAID UTILITY CONNECTION. ALL NEW CONDUITS SHALL BE CONCRETE ENCASED. THE DRAWING(S) SERVES AS THE UTILITY DIG PERMIT. UTILITY LINE LOCATIONS AND DEPTHS ARE ESTIMATED, APPROXIMATE CONDITION AND ACCURATE AS WAS PROVIDED TO THE NAVAL AIR STATION. CONTRACTOR SHALL CONDUCT A COMPREHENSIVE SITE INVESTIGATION PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. ALL NECESSARY PROCEDURES TO ACCURATELY LOCATE ALL UTILITIES IN THE EXCAVATION AREA, WHICH SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING: ELECTRICAL TONING; TRACER WIRES; SOUNDING; METAL DETECTOR; PROBING; AND POT-HOLING BY HAND. CONTRACTOR MUST PERFORM DUE DILIGENCE TO IDENTIFY, LOCATE, AND PROTECT ALL UTILITIES WITHIN THE EXCAVATION AREA BEFORE USING ANY POWER-OPERATED OR POWER-DRIVEN EXCAVATING OR BORING EQUIPMENT WITHIN THE APPROXIMATE LOCATION OF THE EXCAVATION AREA. EXERCISE NECESSARY PRECAUTION (CONSTANTLY PROBING) WHEN DIGGING AND OPERATING EQUIPMENT IN THE AREA OF UTILITY LINES. AS-BUILT DRAWINGS: CONTRACTOR SHALL SUBMIT "AS-BUILT DRAWINGS". AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE CONSTRUCTION MANAGER PRIOR TO FINAL PAYMENT. AS-BUILT DRAWINGS SHALL BE CONCISE AND ACCURATE AND CONSIST OF FIELD NOTES, DRAWINGS, SHOP DRAWINGS, AND/OR INFORMATION COLLECTED, CREATED, AND/OR MODIFIED DURING CONSTRUCTION AND TO SHOW THE FINISH CONSTRUCTION CONDITION. AS-BUILT SHALL INCLUDE, BUT NOT LIMITED TO, UTILITY ELEVATIONS AND LOCATIONS ACCURATELY LOCATED AND IDENTIFIED WITH A TOLERANCE OF 1-INCH.

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AutoCAD SHX Text READ AND UNDERSTAND ALL INSTRUCTIONS AND NOTES WITHIN. FAILURE TO HEED TO INSTRUCTIONS AND NOTES MAY RESULT IN A UNACCEPTABLE PROJECT WHICH ANY AND ALL COST, LABOR, AND/OR MATERIALS SHALL BE AT CONTRACTOR'S EXPENSE. CONTRACTOR ACCEPTS FULL RESPONSIBILITY TO CONFORM TO ALL REGULATIONS, CODES, STANDARDS, AND WORKMANSHIP. ANY INCOMPLETENESS OMISSIONS, OR ERRORS WITHIN DOES NO RELIEVE CONTRACTOR FROM LIABILITY. WHEN INSTRUCTIONS OR NOTES ARE UNCLEAR, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

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! IMPORTANT !

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DATE

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13687 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

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SIZE

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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LOCATION MAPS, DRAWING INDEX, AND GENERAL NOTES

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PROJECT LOCATION

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NORTH

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PROJECT SITE

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DRAWING INDEX

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DESCRIPTION

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13687 SK

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LOCATION MAPS, DRAWING INDEX, AND GENERAL NOTES

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13688 SK

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DEMOLITION SITE PLAN

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13689 SK

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DEMOLITION SECTION

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13690 SK

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DEMOLITION SECTION PLAN

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13691 SK

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DEMOLITION DETAILS

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13692 SK

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NEW WORK SITE PLAN

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13693 SK

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NEW WORK SECTIONS

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13694 SK

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NEW WORK SECTION PLAN

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13695 SK

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NEW WORK DETAILS

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13696 SK

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OPTION NEW CATWALK DETAILS

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13697 SK

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OPTION NEW COATING OF STRUCTURE

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13698 SK

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POLE DETAILS - DEMOLITION AND NEW WORK

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13699 SK

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CONDUIT SITE PLAN, SUBSTATION ELEVATION, AND CONDUIT SCHEDULE

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13700 SK

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SUBSTATION DIAGRAM, SINGLE LINE DIAGRAM, AND MATERIAL LIST

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13701 SK

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CONTROL SCHEMATIC DIAGRAM

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13702 SK

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CONTROL SCHEMATIC DIAGRAM

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SCALE: 1"=250'

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LUC NGUYEN

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13688 SK

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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DEMOLITION SITE PLAN

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NORTH

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EXISTING SITE PLAN - DEMOLITION

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EXISTING 12 KV POLE SEE DEMOLITION POLE DETAIL

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EXISTING COMMUNICATION PEDESTALS, NOT IN CONTRACT, PROTECT IN PLACE

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EXISTING POLE GUY WIRES

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ASPHALT ROAD EDGE

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CONCRETE SIDEWALK

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REMOVE EXISTING SWITCHGEAR

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REMOVE EXISTING RACEWAY

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EXISTING CHAIN-LINK FENCE AT PERIMETER TO REMAIN

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EXISTING CHAIN-LINK FENCE AT DECK PERIMETER TO REMAIN

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EXISTING POLE STUMP

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16" ABANDONED SANITARY SEWER DEPTH VARIES

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1" & 2" COMMUNICATION ENCASED CONDUITS 18" DEEP

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4" COMMUNICATION CONDUIT 30" DEEP

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POINTS OF DISCONNECTION

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REMOVE EXISTING S2 PUMP & MOTOR

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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PUMP D1

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PUMP D2

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PUMP D3

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SCALE REDUCED ACCORDINGLY

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APPROVED

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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DATE

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DATE

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LUC NGUYEN

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13689 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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DEMOLITION SECTIONS

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NORTH

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CONCRETE SIDEWALK

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REMOVE EXISTING RACEWAY

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REMOVE EXISTING MOTOR CONTROL AND CABINETS

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REMOVE EXISTING PUMP D2 PACKAGE

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REMOVE EXISTING S1 PUMP & MOTOR

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REMOVE EXISTING S2 PUMP & MOTOR

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EXISTING 10" DUCTILE IRON PIPE (DIP) TO REMAIN

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EXISTING VALVES & CHECK VALVES TO REMAIN

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EXISTING STAIRS TO BE REMOVED AS REQUIRED FOR CONDUIT EXCAVATION

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REMOVE EXISTING ELECTRICAL JUNCTION BOXES (TOTAL OF 3)

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EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

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EXISTING CHAIN-LINK FENCE AT PERIMETER TO REMAIN

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REMOVE EXISTING CONCRETE EQUIPMENT PAD WITH LEVELING CHANNELS

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STORM WATER INLET

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STORM WATER INLET PIPES

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FLAP GATE

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EXISTING SECTION - DEMOLITION

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EXISTING SECTION - DEMOLITION

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REMOVE EXISTING CONDUITS TO MOTOR M2 (TYPICAL)

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REMOVE ABANDONED OUTFALL PIPES FROM PUMPS S1 & S2

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REMOVE EXISTING S1 PUMP & MOTOR

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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PUMP D1

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PUMP D2

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PUMP D3

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PUMP D1

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PUMP D2

O O

R E

:2 :5

P M

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SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

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SCALE REDUCED ACCORDINGLY

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APPROVED

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REVISION DESCRIPTION

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SYMBOL

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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DATE

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DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text D-3

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13690 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

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SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

DEMOLITION SECTION PLAN

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NORTH

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SCALE: "=1'-0"38"=1'-0"

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AutoCAD SHX Text 2"=

AutoCAD SHX Text

REMOVE EXISTING LIGHT SWITCH

AutoCAD SHX Text

REMOVE EXISTING CONDUITS

AutoCAD SHX Text REMOVE & PROTECT EXISTING CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS FOR ACCESS TO AREA

AutoCAD SHX Text PROTECT EXISTING GROUND ROD 34" x10'-0"

AutoCAD SHX Text REMOVE EXISTING CONDUITS BACK TO WALL, FILL & SEAL ABANDON CONDUITS THROUGH CONCRETE WALL

AutoCAD SHX Text

REMOVE EXISTING ABANDON 12" DIP

AutoCAD SHX Text

REMOVE EXISTING CONDUITS TO MOTOR M2 (TYPICAL)

AutoCAD SHX Text

POINT OF DISCONNECTION, INSTALL BLIND FLANGE PLATE

AutoCAD SHX Text EXISTING M3 MOTOR & PUMP TO REMAIN DURING BASE CONTRACT. TO BE REMOVED DURING OPTION 1

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REMOVE EXISTING CONDUITS TO PUMP M3

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REMOVE EXISTING CONDUITS TO PUMP M1

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REMOVE EXISTING CONDUITS

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EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

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EXISTING FLAP GATE TO REMAIN

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EXISTING FLAP GATE TO REMAIN

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EXISTING FLAP GATE TO REMAIN

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REMOVE ABANDONED OUTFALL PIPES FROM PUMPS S1 & S2

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REMOVE ABANDONED OUTFALL PIPES FROM PUMPS S1 & S2

AutoCAD SHX Text

SUMP AREA BELOW FOR PUMPS S1 & S2

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EXISTING STAIRS TO BE REMOVED AS REQUIRED FOR CONDUIT EXCAVATION

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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EXISTING 12 PIPE BELOW GRADE TO REMAIN

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SCALE: "=1'-0"38"=1'-0"

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EXISTING STORM DRAIN LIFT STATION - DEMOLITION

AutoCAD SHX Text A

AutoCAD SHX Text D2

AutoCAD SHX Text D3

AutoCAD SHX Text B

AutoCAD SHX Text D3

AutoCAD SHX Text D4

AutoCAD SHX Text

POINT OF DISCONNECTION

AutoCAD SHX Text

POINT OF DISCONNECTION

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ARASH SHAHIN, PE

AutoCAD SHX Text

CDR SAMUEL M. LEE, PE

O O

R E

:2 :5

P M

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SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

AutoCAD SHX Text

SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

SYMBOL

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text D-4

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13691 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

DEMOLITION DETAILS

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NORTH

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SCALE: "=1'-0"12"=1'-0"

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AutoCAD SHX Text 1"=

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

REMOVE EXISTING 4" GRAVEL BASE

AutoCAD SHX Text

REMOVE EXISTING MOTOR CONTROL AND CABINETS

AutoCAD SHX Text

REMOVE EXISTING POWER CABLES TO M3 PUMP

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REMOVE EXISTING CONDUIT AND SUPPORTS

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REMOVE EXISTING LEVELING CHANNELS (6"-8.2)

AutoCAD SHX Text PROTECT EXISTING GROUND ROD 34" x10'-0" (TYPICALOF 4)

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EXISTING FENCE POST & FOOTING TO REMAIN

AutoCAD SHX Text

REMOVE EXISTING CONDUITS

AutoCAD SHX Text REMOVE & PROTECT EXISTING CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS FOR ACCESS TO AREA

AutoCAD SHX Text REMOVE EXISTING 6" CONCRETE EQUIPMENT PAD WITH #4 REBAR AT 12" ON CENTER EACH WAY

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SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text

EQUIPMENT PAD SECTION - DEMOLITION

AutoCAD SHX Text A

AutoCAD SHX Text D4

AutoCAD SHX Text

ABANDON TWO 4" CONDUITS, SEE CONDUIT PLAN

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EXISTING CONDUIT TO STORAGE BUILDINGS

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REMOVE EXISTING SWITCH GEAR

AutoCAD SHX Text PROTECT EXISTING GROUND LOOP No. 4/0 BARE COPPER

AutoCAD SHX Text

ALL FENCE POST ARE BONDED TO GROUND LOOP

AutoCAD SHX Text REMOVE PORTION OF EXISTING ABANDONED 4" CONDUITS THAT ARE UNDER EXISTING CONCRETE SLAB AND CAP OUTSIDE OF FENCE AREA

AutoCAD SHX Text

REMOVE EXISTING SWITCHGEAR

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REMOVE EXISTING TRANSFORMER

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REMOVE EXISTING MOTOR CONTROL AND CABINETS

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REMOVE EXISTING ABANDONED FIRE ALARM BOX

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REMOVE EXISTING LIGHT SWITCH

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REMOVE EXISTING CONDUITS

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REMOVE EXISTING CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS

AutoCAD SHX Text EXISTING GROUND ROD " x10'-0"34" x10'-0"

AutoCAD SHX Text PROTECT EXISTING GROUND ROD 34" x10'-0"

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EXISTING FENCE POST & FOOTING TO REMAIN (TYPICAL)

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SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text

EXISTING CONCRETE EQUIPMENT PAD - DEMOLITION

AutoCAD SHX Text A

AutoCAD SHX Text D4

AutoCAD SHX Text

REMOVE EXISTING 4" CONDUIT

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SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2"=

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text

ELECTRICAL JUNCTION BOXES - DEMOLITION

AutoCAD SHX Text B

AutoCAD SHX Text D3

AutoCAD SHX Text D4

AutoCAD SHX Text REMOVE EXISTING ELECTRICAL JUNCTION BOXES FROM CONCRETE WALL BEHIND STAIRS (TOTAL OF 3)

AutoCAD SHX Text

EXISTING CONDUIT TO LIGHT POLES

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EXISTING FLAP GATE TO REMAIN

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REMOVE CONDUIT FROM HIGH LEVEL ALARM FLOAT SWITCH

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REMOVE EXISTING CONDUITS

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CONCRETE SIDEWALK

AutoCAD SHX Text

ARASH SHAHIN, PE

AutoCAD SHX Text

CDR SAMUEL M. LEE, PE

O O

R E

:2 :5

P M

AutoCAD SHX Text B

AutoCAD SHX Text N1

AutoCAD SHX Text N2

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

AutoCAD SHX Text

SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISION DESCRIPTION

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SYMBOL

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text N-1

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13692 SK

AutoCAD SHX Text

P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

NEW WORK SITE PLAN

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NORTH

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SCALE: "=1'-0"14"=1'-0"

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AutoCAD SHX Text 3"=

AutoCAD SHX Text

SCALE: "=1'-0"14"=1'-0"

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SITE PLAN - NEW WORK

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EXISTING 12 KV POLE SEE DEMOLITION POLE DETAIL

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EXISTING COMMUNICATION PEDESTALS, NOT IN CONTRACT, PROTECT IN PLACE

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EXISTING POLE GUY WIRES

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ASPHALT ROAD EDGE

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CONCRETE SIDEWALK

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NEW SWITCHGEAR, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

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NEW TRANSFORMER, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

AutoCAD SHX Text

NEW MOTOR CONTROL AND CABINETS, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

AutoCAD SHX Text

NEW LIGHT SWITCH

AutoCAD SHX Text

NEW M2 MOTOR & PUMP

AutoCAD SHX Text NEW MOTOR BASE PLATE (7'-0"x7'-4"x1 " THICK)12" THICK)

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S1 - NEW PUMP & MOTOR

AutoCAD SHX Text

S2 - NEW PUMP & MOTOR

AutoCAD SHX Text

NEW JUNCTION BOX FOR S1 & S2 PUMP

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EXISTING 10" DIP TO REMAIN

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EXISTING 10" DIP TO REMAIN

AutoCAD SHX Text

EXISTING VALVES & CHECK VALVES TO REMAIN

AutoCAD SHX Text

REINSTALL EXISTING STAIRS AS REQUIRED

AutoCAD SHX Text NEW ELECTRICAL JUNCTION BOX 60"x8"x36" HIGH

AutoCAD SHX Text

EXISTING LIGHTING CONDUIT ON WALL SIDE TO REROUTED

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EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

AutoCAD SHX Text

EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

AutoCAD SHX Text

EXISTING CHAIN-LINK FENCE AT DECK PERIMETER TO REMAIN

AutoCAD SHX Text

EXISTING CHAIN-LINK FENCE AT PERIMETER TO REMAIN

AutoCAD SHX Text

EXISTING CHAIN-LINK FENCE AT DECK PERIMETER TO REMAIN

AutoCAD SHX Text

INSTALL NEW REMOVABLE SECTIONS OF CHAIN-LINK FENCE

AutoCAD SHX Text A

AutoCAD SHX Text N1

AutoCAD SHX Text N2

AutoCAD SHX Text

SLOPE %12%

AutoCAD SHX Text

EXISTING POLE STUMP

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16" ABANDONED SANITARY SEWER DEPTH VARIES

AutoCAD SHX Text

1" & 2" COMMUNICATION ENCASED CONDUITS 18" DEEP

AutoCAD SHX Text

4" COMMUNICATION CONDUIT 30" DEEP

AutoCAD SHX Text

EXISTING UTILITIES CROSSING CONSTRUCTION SITE PROTECT IN PLACE

AutoCAD SHX Text

OPTION NEW M1 MOTOR & PUMP

AutoCAD SHX Text

EXISTING M3 MOTOR & PUMP TO REMAIN OR OPTION NEW M3 MOTOR & PUMP, SIMILAR TO M1

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR M1

AutoCAD SHX Text

POINTS OF CONNECTION

AutoCAD SHX Text

OPTION NEW PRE-ENGINEERED CATWALK SEE SHEET N-5 FOR DETAILS

AutoCAD SHX Text EXISTING MOTOR BASE PLATE (7'-0"x7'-4"x1 " THICK) TO 12" THICK) TO REMAIN (MODIFY FOR NEW CONDUITS) OR OPTION NEW M3 OR OPTION NEW M3 MOTOR & PUMP, SIMILAR TO M1

AutoCAD SHX Text

CLEAN, PRIME & PAINT, AND REINSTALL EXISTING TRASH RACKS (OPTION 3)

AutoCAD SHX Text

PROVIDE & INSTALL NEW TRASH RACK HANGER (MATCH EXISTING HANGERS)

AutoCAD SHX Text

ARASH SHAHIN, PE

AutoCAD SHX Text

CDR SAMUEL M. LEE, PE

O O

R E

:2 :5

P M

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

AutoCAD SHX Text

SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

PUBLIC WORKS OFFICER

AutoCAD SHX Text

SUPERVISORY ENGINEER

AutoCAD SHX Text

ENGINEER/ARCHITECT

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text N-2

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13693 SK

AutoCAD SHX Text

P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

NEW WORK SECTIONS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: "=1'-0"14"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"=

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

NEW MOTOR CONTROL AND CABINETS

AutoCAD SHX Text OPTION NEW MOTOR BASE PLATE (7'-0"x7'-4"x1 " THICK)12" THICK)

AutoCAD SHX Text

NEW M2 MOTOR & PUMP

AutoCAD SHX Text NEW MOTOR BASE PLATE (7'-0"x7'-4"x1 " THICK)12" THICK)

AutoCAD SHX Text

S1 - NEW PUMP & MOTOR

AutoCAD SHX Text

S2 - NEW PUMP & MOTOR

AutoCAD SHX Text

EXISTING 10" DIP TO REMAIN

AutoCAD SHX Text

EXISTING VALVES & CHECK VALVES TO REMAIN

AutoCAD SHX Text

EXISTING STAIRS TO BE REMOVED AS REQUIRED FOR CONDUIT INSTALLATION

AutoCAD SHX Text

NEW ELECTRICAL JUNCTION BOX

AutoCAD SHX Text

EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

AutoCAD SHX Text

EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

AutoCAD SHX Text

EXISTING CHAIN-LINK FENCE AT PERIMETER TO REMAIN

AutoCAD SHX Text

NEW CONCRETE EQUIPMENT PAD 6" HIGHER THAN SIDEWALK

AutoCAD SHX Text

STORM WATER INLET

AutoCAD SHX Text

STORM WATER INLET PIPES

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text NEW MOTOR BASE PLATE (7'-0"x7'-4"x1 " THICK)12" THICK)

AutoCAD SHX Text

NEW M2 MOTOR

AutoCAD SHX Text

S1 - NEW PUMP & MOTOR

AutoCAD SHX Text

EXISTING 10" DIP TO REMAIN

AutoCAD SHX Text

EXISTING LIGHT FIXTURES ON 12' HIGH POLE TO REMAIN

AutoCAD SHX Text

NEW M2 PUMP

AutoCAD SHX Text

CAP ABANDON 12" DIP NEAR CONCRETE WALL

AutoCAD SHX Text

FLAP GATE

AutoCAD SHX Text

SUMP AREA FOR PUMP S1 & S2

AutoCAD SHX Text

SCALE: "=1'-0"14"=1'-0"

AutoCAD SHX Text

SECTION - NEW WORK

AutoCAD SHX Text B

AutoCAD SHX Text N1

AutoCAD SHX Text N2

AutoCAD SHX Text

SCALE: "=1'-0"14"=1'-0"

AutoCAD SHX Text

SECTION - NEW WORK

AutoCAD SHX Text A

AutoCAD SHX Text N1

AutoCAD SHX Text N2

AutoCAD SHX Text

NEW CONDUITS

AutoCAD SHX Text

OPTION NEW FLEXIBLE PUMP CONNECTION

AutoCAD SHX Text

EXISTING M3 PUMP OR OPTION NEW M3 PUMP, SIMILAR TO M1

AutoCAD SHX Text

SUMP AREA FOR PUMP S1 & S2

AutoCAD SHX Text A

AutoCAD SHX Text N2

AutoCAD SHX Text N3

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR M2

AutoCAD SHX Text

SLOPE %12%

AutoCAD SHX Text NEW JUNCTION 3R BOX 24"x8"x24"

AutoCAD SHX Text

NEW TRANSITION ADAPTER TO EXISTING OUTFALL PIPE

AutoCAD SHX Text

NEW FLEXIBLE CONNECTION

AutoCAD SHX Text

PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

AutoCAD SHX Text

OPTION NEW M1 MOTOR & PUMP

AutoCAD SHX Text

EXISTING M3 MOTOR & PUMP OR OPTION NEW M3 MOTOR & PUMP, SIMILAR TO M1

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR S1 & S2

AutoCAD SHX Text

OPTION NEW FLEXIBLE PUMP CONNECTION

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR S1 & S2

AutoCAD SHX Text

OPTION NEW M1 MOTOR & PUMP

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR M2

AutoCAD SHX Text NEW 3R JUNCTION BOX 24"x8"x24" FOR PUMP M3 (PROVIDE NEW CONNECTION TO EXISTING PUMP AND MODIFY EXISTING PLATE FOR NEW CONDUITS)

AutoCAD SHX Text

OPTION NEW PRE-ENGINEERED CATWALK SEE SHEET N-5 FOR DETAILS

AutoCAD SHX Text

CLEAN, PRIME & PAINT, AND REINSTALL EXISTING TRASH RACKS

AutoCAD SHX Text

PROVIDE & INSTALL NEW TRASH RACK HANGER ON EAST END (MATCH EXISTING HANGERS)

AutoCAD SHX Text

ARASH SHAHIN, PE

O O

R E

:2 :5

P M

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

AutoCAD SHX Text

SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

PUBLIC WORKS OFFICER

AutoCAD SHX Text

SUPERVISORY ENGINEER

AutoCAD SHX Text

ENGINEER/ARCHITECT

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text

FILL & SEAL ABANDON CONDUITS THROUGH CONCRETE WALL

AutoCAD SHX Text

NEW CONDUITS TO PUMP M2

AutoCAD SHX Text

POINT OF DISCONNECTION, INSTALL BLANK FLANGE PLATE

AutoCAD SHX Text

NEW M2 MOTOR & PUMP

AutoCAD SHX Text NEW CONDUITS, CORE DRILLED THROUGH CONCRETE WALL AS REQUIRED FOR SIZE. ROUTE UNDER CONCRETE DECK TO JUNCTION BOX FOR ALL PUMP MOTORS

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

EXISTING FLAP GATE TO REMAIN

AutoCAD SHX Text

SUMP AREA BELOW FOR PUMPS S1 & S2

AutoCAD SHX Text

REINSTALL EXISTING STAIRS AS REQUIRED

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text N-3

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13694 SK

AutoCAD SHX Text

P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

NEW WORK SECTION PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2"=

AutoCAD SHX Text

NEW LIGHT SWITCH

AutoCAD SHX Text

NEW PVC CONDUITS

AutoCAD SHX Text

REINSTALL EXISTING CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS

AutoCAD SHX Text PROTECT EXISTING GROUND ROD 34" x10'-0"

AutoCAD SHX Text

EXISTING 12 PIPE BELOW GRADE TO REMAIN

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text

STORM DRAIN LIFT STATION - NEW WORK

AutoCAD SHX Text A

AutoCAD SHX Text N2

AutoCAD SHX Text N3

AutoCAD SHX Text B

AutoCAD SHX Text N3

AutoCAD SHX Text N4

AutoCAD SHX Text

NEW FLEXIBLE CONNECTION

AutoCAD SHX Text

NEW S1 MOTOR & PUMP

AutoCAD SHX Text

NEW S2 MOTOR & PUMP

AutoCAD SHX Text

OPTION NEW M1 MOTOR & PUMP

AutoCAD SHX Text

EXISTING M3 MOTOR & PUMP OR OPTION NEW M3 MOTOR & PUMP, SIMILAR TO M1

AutoCAD SHX Text

OPTION NEW PRE-ENGINEERED CATWALK SEE SHEET N-5 FOR DETAILS

AutoCAD SHX Text

OPTION NEW FLEXIBLE CONNECTION

AutoCAD SHX Text

NEW RIGID STEEL CONDUITS

AutoCAD SHX Text

ARASH SHAHIN, PE

AutoCAD SHX Text

CDR SAMUEL M. LEE, PE

O O

R E

:2 :5

P M

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text IF BORDER IS LESS THAN 34"x23" IT IS A REDUCED PRINT -

AutoCAD SHX Text

SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

PUBLIC WORKS OFFICER

AutoCAD SHX Text

SUPERVISORY ENGINEER

AutoCAD SHX Text

ENGINEER/ARCHITECT

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

LUC NGUYEN

AutoCAD SHX Text N-4

AutoCAD SHX Text

DATE

AutoCAD SHX Text

13695 SK

AutoCAD SHX Text

P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

AutoCAD SHX Text

DATE

AutoCAD SHX Text D 36"x24"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

AutoCAD SHX Text

NEW WORK DETAILS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1"=

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

NEW 6" GRAVEL BASE COMPACT TO 95%

AutoCAD SHX Text

NEW MOTOR CONTROL AND CABINETS

AutoCAD SHX Text PROTECT EXISTING GROUND ROD " x10'-0" 34" x10'-0"(TYPICAL OF 4)

AutoCAD SHX Text

EXISTING FENCE & POST FOOTING

AutoCAD SHX Text

NEW PVC CONDUITS

AutoCAD SHX Text

INSTALL NEW CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS

AutoCAD SHX Text NEW 6" CONCRETE EQUIPMENT PAD WITH #4 REBAR AT 12" ON CENTER EACH WAY (6" HIGHER)

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text

EQUIPMENT PAD SECTION - NEW WORK

AutoCAD SHX Text A

AutoCAD SHX Text N4

AutoCAD SHX Text

ABANDON TWO 4" CONDUITS, SEE CONDUIT PLAN

AutoCAD SHX Text

EXISTING CONDUIT TO STORAGE BUILDINGS

AutoCAD SHX Text

NEW SWITCH GEAR

AutoCAD SHX Text PROTECT EXISTING GROUND LOOP No. 4/0 BARE COPPER

AutoCAD SHX Text

ALL FENCE POST SHALL BE BONDED TO GROUND LOOP

AutoCAD SHX Text

ABANDON 4" CONDUITS

AutoCAD SHX Text

NEW LIGHT SWITCH

AutoCAD SHX Text

NEW PVC CONDUITS

AutoCAD SHX Text

REINSTALL EXISTING CHAIN-LINK FENCE WITH 3 BARBED WIRE STRANDS

AutoCAD SHX Text EXISTING GROUND ROD " x10'-0"34" x10'-0"

AutoCAD SHX Text PROTECT EXISTING GROUND ROD " x10'-0"34" x10'-0"

AutoCAD SHX Text

EXISTING FENCE POST & FOOTING (TYPICAL)

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text

CONCRETE EQUIPMENT PAD - NEW WORK

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TWO NEW 4" PVC CONDUITS IN CONCRETE ENCASEMENT

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SCALE: "=1'-0"38"=1'-0"

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ELECTRICAL JUNCTION BOX - NEW WORK

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EXISTING CONDUIT TO LIGHT POLES, REROUTE CONDUIT TO NEW JUNCTION BOX

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EXISTING FLAP GATE TO REMAIN

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NEW CONDUIT FROM HIGH LEVEL ALARM FLOAT SWITCH

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NEW PVC CONDUITS

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CONCRETE SIDEWALK

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NEW SWITCHGEAR, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

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NEW TRANSFORMER, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

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NEW MOTOR CONTROL AND CABINETS, PLACE SEALANT BETWEEN EQUIPMENT AND CONCRETE PAD

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SLOPE %12%

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SLOPE %12%

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SLOPE %12%

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FILL & SEAL ABANDON CONDUITS THROUGH CONCRETE WALL

AutoCAD SHX Text NEW CONDUITS FROM BACK SIDE OF JUNCTION BOX CORE DRILLED THROUGH CONCRETE WALL AS REQUIRED FOR SIZE. ROUTE UNDER CONCRETE DECK

AutoCAD SHX Text NEW ELECTRICAL JUNCTION BOX 60"x8"x36" HIGH

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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:2 :5

P M

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SHEET OF

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SCALE REDUCED ACCORDINGLY

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APPROVED

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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LUC NGUYEN

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13696 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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OPTION NEW CATWALK DETAILS

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NORTH

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SCALE: "=1'-0"12"=1'-0"

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PLAN VIEW

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FRONT VIEW

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ISOMETRIC AT HATCH

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HINGED SECTION FOR ACCESS TO LADDER BELOW

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1 " DIA. HAND RAILS12" DIA. HAND RAILS

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SUPPORTS

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SUPPORTS (TYPICAL)

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SUPPORTS

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CONCRETE COLUMNS TYPICAL OF 6

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SUPPORTS

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EXISTING PLATE & RAILING

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SCALE: "=1'-0"12"=1'-0"

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SECTION

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OPTION NEW PRE-ENGINEERED CATWALK

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HINGED SECTION FOR ACCESS TO LADDER BELOW

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1 " DIA. HAND RAILS12" DIA. HAND RAILS

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PROVIDE SPACE BETWEEN WALL AND CATWALK FOR TRASH RACK REMOVAL (LIFTING OUT)

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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:2 :5

P M

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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LUC NGUYEN

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13697 SK

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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OPTION NEW COATING OF STRUCTURE

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NORTH

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SCALE: "=1'-0"316"=1'-0"

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OPTION COATING PLAN

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REMOVE EXISTING VEGETATION FROM CONCRETE BASIN AREA. REPAIR ANY CONCRETE DAMAGE

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CLEAN & PREP, REPAIR CONCRETE AS REQUIRED, AND COAT COMPLETE INLET BASIN

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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MATERIAL LIST

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DESCRIPTION

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INSULATOR SUSPENSION TYPE 15 KV

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STIRRUP COMPRESSION TYPE AND HOT LINE CLAMP

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FUSED CUT OUT 15 KV, 75A FUSE, 200A FUSE SWITCH

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LIGHTNING ARRESTOR (3 TOTAL)

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1/C TERMINATION ,15 KV

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#6 BARE COPPER WIRE (BC)

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MEDIUM VOLTAGE CABLE THREE #1 (15 KV SHIELDED WITH 133% INSULATION)

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AutoCAD SHX Text RIGID CONDUIT RISER WITH END FITTING 4" UNLESS OTHERWISE NOTED, WITH LENGTH AS REQUIRED

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HALF ROUND WOOD, PLASTIC OR FIBER MOLDING

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AutoCAD SHX Text 34"x10'-0" GROUND ROD

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WOOD CROSSARM - TREATED - DRILLED AS REQUIRED

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CROSSARM BRACE

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LAG BOLT "14"

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1" C, #2 CU GROUND TO SURGE ARRESTORS

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POTHEAD MOUNTING BRACKET

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AutoCAD SHX Text GUY CABLE, " MINIMUM GALVANIZED STEEL WITH GUY STRAIN INSULATOR 12" MINIMUM GALVANIZED STEEL WITH GUY STRAIN INSULATOR (30,000 POUND MINIMUM)

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BOND TO GROUND WIRE WITH #6 BARE COPPER WIRE (BC)

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SHEET OF

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SCALE REDUCED ACCORDINGLY

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APPROVED

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REVISION DESCRIPTION

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SYMBOL

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PUBLIC WORKS OFFICER

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SUPERVISORY ENGINEER

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ENGINEER/ARCHITECT

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DATE

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LUC NGUYEN

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13698 SK

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P.W. DRAWING NO.

AutoCAD SHX Text 11/30/23

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STRUCTURE 986 STORM WATER LIFT STATION REPAIR AND REHABILITATION

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POLES DETAILS - DEMOLITION & NEW WORK

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SURGE ARRESTOR GROUND IN MOLDING

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FINISH GRADE

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THERMOWELD CONNECTION (TYPICAL)

AutoCAD SHX Text 34"x10' GROUND ROD (TYPICAL)

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CABLE SHIELD GROUNDING IN MOLDING

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CONNECT TO GROUNDING BUSHING AT EACH END (TYPICAL)

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12" RIGID STEEL CONDUIT (TYPICAL)

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KEY NOTES

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AutoCAD SHX Text MATERIAL LIST IS THE MAJOR ITEMS OF EQUIPMENT ONLY. ALL OTHER EQUIPMENT NECESSARY FOR PROPOSE INDICATED SHALL BE PROVIDED UNDER THIS CONTRACT. RISER CONDUIT (ITEM No. 8) SHALL BE RIGID STEEL CONDUIT UP TO 9'-0" ABOVE GROUND LEVEL, BUT MAY BE SCHEDULE 40 PVC THEREAFTER. DEAD END POLE INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE 1EEE-C2 POLE CLIMBING SPACE PER 1EEE-C2 SECTION 236. POLE WORKING SPACE PER 1EEE-C2 SECTION237. PROVIDE GROUND CONNECTIONS TO ALL METAL PARTS.

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REMOVE CONDUIT AND CABLES TO DISCONNECT SWITCH

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REMOVE CONDUIT AND CABLES TO DISCONNECT SWITCH

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NEW CONDUIT AND CABLES TO NEW DISCONNECT SWITCH

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NEW CONDUIT AND CABLES TO NEW DISCONNECT SWITCH

AutoCAD SHX Text 34"x10' GROUND ROD (TYPICAL)

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NEW

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FINISH GRADE

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SCALE: "=1'-0"12"=1'-0"

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DEMOLITION POLE DETAIL

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SCALE: "=1'-0"12"=1'-0"

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NEW WORK POLE DETAIL

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SCALE: "=1'-0"12"=1'-0"

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ARASH SHAHIN, PE

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CDR SAMUEL M. LEE, PE

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:2 :0

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CONDUIT SCHEDULE

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DESCRIPTION

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AutoCAD SHX Text 4" PVC CONDUIT WITH 3 #2, 15KV, EPR, SHIELDED, COPPER WITH #6 GROUND, BARE COPPER, STRANDED

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2" PVC CONDUIT

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2" PVC CONDUIT

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1 " PVC CONDUIT12" PVC CONDUIT

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4" PVC CONDUIT

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1 " PVC CONDUIT12" PVC CONDUIT

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4" PVC CONDUIT

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1 " PVC CONDUIT12" PVC CONDUIT

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4" PVC CONDUIT

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4" PVC CONDUIT

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2" RIGID CONDUIT

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4" RIGID CONDUIT

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2" RIGID CONDUIT

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4" RIGID CONDUIT

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2" RIGID CONDUIT

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4" RIGID CONDUIT

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1 " RIGID CONDUIT WITH 4 #10 MTW12" RIGID CONDUIT WITH 4 #10 MTW

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1" PVC & EMT CONDUIT WITH 3 #12 COPPER

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34" PVC & EMT CONDUIT WITH 4 #14 COPPER

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SHEET OF

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SCALE REDUCED ACCORDINGLY

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APPROVED

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SYMBOL

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PUBLIC WORKS OFFICER

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S…

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