Water and Wastewater Engineering Department L L i i f f t t S S t t a a t t i i o o n n C C o o n n s s t t r r u u c c t t i i o o n n D D e e t t a a i i l l s s
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS AND WITH THE LATEST EDITION OF THE GAINESVILLE REGIONAL UTILITIES (GRU) WATER AND WASTEWATER STANDARDS AND APPROVED MATERIALS MANUAL. THESE DRAWINGS ARE INTENDED TO COMPLEMENT WRITTEN STANDARDS IN ORDER TO PROVIDE COMPLETE INFORMATION NECESSARY TO CONSTRUCT THE PUMP STATION IN ACCORDANCE WITH GRU STANDARDS. 2. ALL WORK SHALL BE INSPECTED BY A GRU UTILITY INSPECTOR. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE (TELEPHONE (352) 393-1633, JOHN WORLEY) PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE PRECAST STRUCTURES, VALVES (BALL, PLUG, CHECK, AIR RELEASE, BACKFLOW), FENCE, LEVEL SENSOR, SAFETY DISCONNECT SWITCH, QUICK-CONNECT, HATCH COVERS, PIPES & FITTINGS, PUMPS & ACCESSORIES, AND CONTROL PANEL FOR REVIEW AND ACCEPTANCE PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL PROTECT OFF-SITE AREAS FROM EROSION AND SEDIMENT DISCHARGES AT ALL TIMES DURING CONSTRUCTION AND UNTIL PERMANENT VEGETATION IS ESTABLISHED AND ACCEPTED. 5. CONTRACTOR SHALL LOCATE AND PROTECT, ALL EXISTING UTILITIES AND FACILITIES. UTILITY SERVICE SHALL NOT BE DISRUPTED UNLESS APPROVED BY AND COORDINATED WITH GRU. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS AND REGULATIONS. THE PROJECT MAY REQUIRE SHEETING, SHORING, BRACING AND/OR SLOPING FOR EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL REQUIREMENTS AND SHALL SUBMIT SIGNED AND SEALED ENGINEERING DESIGN PLANS AND SPECIFICATIONS, PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AS APPROPRIATE FOR PREVAILING WORK CONDITIONS IN ACCORDANCE WITH THE LATEST REVISION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S ROADWAY AND TRAFFIC DESIGN STANDARDS. 8. CONTRACTOR SHALL PERMIT GRU PERSONNEL ACCESS TO THE SITE AT ALL TIMES DURING CONSTRUCTION. 9. CONTRACTOR SHALL COORDINATE STARTUP OF THE LIFT STATION PUMPS AND CONTROL PANEL WITH PUMP SUPPLIER AND GRU WATER AND WASTEWATER ENGINEERING DEPARTMENT.
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LEFT-HAND IN-LINE LIFT STATION SITE-CIVIL PLAN
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RIGHT-HAND PERPENDICULAR LIFT STATION SITE-CIVIL PLAN
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LIFT STATION SECTION AND DETAILS
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ELECTRICAL SECTION AND DETAILS - RACK MOUNTED PANEL
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DETAILS
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ELECTRICAL SECTION AND DETAILS - FREE-STANDING PANEL
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LEFT-HAND IN-LINE MECHANICAL / ELECTRICAL PLAN
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RIGHT-HAND PERPENDICULAR MECHANICAL / ELECTRICAL PLAN
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COVER SHEET
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2B
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SHEETS
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%%UINDEX
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TITLE
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SM
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M o r e t h a n E n e r g y
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TM
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1
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JOB NO.:
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WATER & WASTEWATER ENGINEERING
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GAINESVILLE REGIONAL UTILITIES
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%%USEAL
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PLOT ID:
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APPROVED BY:
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DATE:
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DATE
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REVISIONS
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SCALES ACCORDINGLY.
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IF NOT ONE INCH ON
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ORIGINAL DRAWING
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0 1"
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DATE:
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CHECKED BY:
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PROJECT:
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CLIENT:
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SHEET NO.:
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COVER SHEET
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GRU STANDARD LIFT STATION DRAWINGS
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APRIL 2019
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GRU Standard Lift Station -Sheet 1.dwg
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DER
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04/2019
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UPDATED GENERAL NOTES AND INDEX TITLES
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LAJ
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CHAIN LINK FENCE
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ON PROPERTY LINE
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CONCRETE PAD OR
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COVER
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ASPHALT PAVEMENT
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%%ULEGEND
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1. CONTRACTOR SHALL GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 2. CONSTRUCT ASPHALT PAVING IN ACCORDANCE WITH THESE DRAWINGS AND DETAILS. 3. ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL NOT HAVE AREAS THAT ALLOW WATER TO ACCUMULATE. 4. SOD ALL DISTURBED AREA WITH ARGENTINE BAHIA. SOD SHALL, AT TIME OF PLACING, BE FRESH CUT, LIVE, MOIST, AND HAVE ADEQUATE ROOT SYSTEM AT LEAST 1" THICK. 5. SOD SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 4 WEEKS AFTER PLACING. CONTRACTOR SHALL WATER SOD NO LESS THAN EVERY OTHER DAY AT A RATE OF 3/4" TO 1" PER APPLICATION. 6. CONSTRUCT CHAIN-LINK FENCE WITH GATED ACCESS IN ACCORDANCE WITH THESE DRAWINGS AND DETAILS. COORDINATE WITH WATER/WASTEWATER ENGNEERING DEPARTMENT.
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%%USITE / CIVIL NOTES
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%%UASPHALT PAVEMENT DETAIL
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N.T.S.
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CONCRETE COLLAR
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COMPACTED EARTH
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N.T.S.
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FORM TO DRAIN
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GALVANIZED
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9GA
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CHAINLINK
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CHAIN LINK FABRIC No. 9 GAGE
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2" MESH, TWISTED AND BARBED
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TOP AND BOTTOM SELVAGE
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TENSION WIRE
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LINE POST
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RAIL BRACE
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TIES @ 24" CENTERS
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1/4" x 3/4" STRETCHER BAR
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TIES @ 24" CENTERS
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PULL POST AT CORNERS
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LINE POST
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TRUSS ROD
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TIES 2 24" CENTERS
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VARIES: 2' MAX. 6" MIN.
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CONCRETE BASE CROWNED 1" ABOVE GROUND AT ALL POSTS (TYP.)
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%%UCHAINLINK FENCE DETAIL
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N.T.S.
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4" GALVANIZEDPIPE POST
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LOCKING PIN
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SLEEVE
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RECEIVING MANHOLE
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CONTROL PANEL
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%%ULIFT STATION SITE/CIVIL PLAN
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SCALE: 1"=5'
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COMPACTED TO 98% OF MODIFIED PROCTOR
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12" STABILIZED SUBGRADE LBR 40
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1-1/4" TYPE S-III ASPHALTIC CONCRETE
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COMPACTED TO 98% OF MODIFIED PROCTOR
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8" LIMEROCK BASE, PRIMED
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ELECTRIC METER
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SAFETY DISCONNECT
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DENSITY (AASHTO T-180)
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DENSITY (AASHTO T-180)
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LIFTING HANDLE (TYP.)
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PAD LOCK LOCKING BAR (TYP.)
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HOSE CONNECTION ASSEMBLY SEE DETAIL
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AS NEEDED FOR HINGE
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AS NEEDED FOR LATCH
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CENTER HATCH
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BARBED-WIRE APRON
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ON EXTENSION ARMS
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1'-0"
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1'-0"
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1'-6"
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45 DEGREES
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1'-0"
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1'-10"
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35 DEGREES
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LOCK PIN (TYP.)
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NO SCALE
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1'-0"
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35 DEGREES
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45 DEGREES
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3/8 " PLAIN PIN
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RIVETED FLUSH (TYP.)
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3/8 " PLAIN PIN
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RIVETED FLUSH (TYP.)
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%%UCORNER POST
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%%UEXTENSION ARM DETAILS
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%%ULINE POST
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LOCK PIN
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(TYP.)
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LOCK PIN
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(TYP.)
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6"(TYP)
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7.5"(TYP)
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1'-0"
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3/8 " PLAIN PIN
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RIVETED FLUSH (TYP.)
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%%UGATE POST
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6"(TYP)
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THREE STRANDS
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BARBED-WIRE (TYP)
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2'
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TENSION WIRE
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(ASPHALT WIDTH)
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EXTEND ASPHALT TO PAVED ROAD
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JOB NO.:
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WATER & WASTEWATER ENGINEERING
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GAINESVILLE REGIONAL UTILITIES
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%%USEAL
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PLOT ID:
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APPROVED BY:
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DATE:
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DATE
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REVISIONS
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SCALES ACCORDINGLY.
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0 1"
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BAR IS ONE INCH ON
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DATE:
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GRUSTDLS-2A.DWG
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APRIL 2019
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GRU STANDARD LIFT STATION DRAWINGS
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SITE CIVIL PLAN RIGHT HAND PERPENDICULAR
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2A
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DER
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04/2019
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REVISED FENCE, MOVED TOWER, METER & DISCONNECT,
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LAJ
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REMOVED GRAVITY MAIN VALVE.
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1. CONTRACTOR SHALL GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 2. CONSTRUCT ASPHALT PAVING IN ACCORDANCE WITH THESE DRAWINGS AND DETAILS. 3. ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL NOT HAVE AREAS THAT ALLOW WATER TO ACCUMULATE. 4. SOD ALL DISTURBED AREA WITH ARGENTINE BAHIA. SOD SHALL, AT TIME OF PLACING, BE FRESH CUT, LIVE, MOIST, AND HAVE ADEQUATE ROOT SYSTEM AT LEAST 1" THICK. 5. SOD SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 4 WEEKS AFTER PLACING. CONTRACTOR SHALL WATER SOD NO LESS THAN EVERY OTHER DAY AT A RATE OF 3/4" TO 1" PER APPLICATION. 6. CONSTRUCT CHAIN-LINK FENCE WITH GATED ACCESS IN ACCORDANCE WITH THESE DRAWINGS AND DETAILS. COORDINATE WITH WATER/WASTEWATER ENGINEERING DEPARTMENT.
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%%USITE / CIVIL NOTES
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ENTRANCE GATE SEE DETAIL
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HOSE CONNECTION ASSEMBLY
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%%ULEFT-HAND IN LINE
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WET WELL
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SEE DETAIL
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SEE DETAIL
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COVER
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%%UASPHALT PAVEMENT DETAIL
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N.T.S.
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COMPACTED TO 98% OF MODIFIED PROCTOR
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12" STABILIZED SUBGRADE LBR 40
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1-1/4" TYPE S-III ASPHALTIC CONCRETE
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COMPACTED TO 98% OF MODIFIED PROCTOR
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8" LIMEROCK BASE, PRIMED
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DENSITY (AASHTO T-180)
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DENSITY (AASHTO T-180)
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%%UCHAINLINK GATE DETAIL
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N.T.S.
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TENSION WIRE
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CHAIN LINK FABRIC No. 9 GAGE
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2" MESH, TWISTED AND BARBED
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TOP AND BOTTOM SELVAGE
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TENSION WIRE
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LINE POST
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RAIL BRACE
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TIES @ 24" CENTERS
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1/4" x 3/4" STRETCHER BAR
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TIES @ 24" CENTERS
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PULL POST AT CORNERS
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LINE POST
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TRUSS ROD
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TIES 2 24" CENTERS
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VARIES: 2' MAX. 6" MIN.
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CONCRETE BASE CROWNED 1" ABOVE GROUND AT ALL POSTS (TYP.)
