hse's lift station plan, lift station and … · hse's lift station plan, lift station...
TRANSCRIPT
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LIFT STATION and FORCE MAIN DETAILS
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N/A
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-
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Hamilton Southeastern Utilities, INC.
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-
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DISCLAIMER
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HSE'S LIFT STATION PLAN, LIFT STATION AND FORCE MAIN DETAILS AND LIFT
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STATION AND FORCE MAIN SPECIFICATIONS ARE COMPLEMENTARY IN NATURE
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AND SHOULD NOT BE INTERPRETED INDIVIDUALLY WITHOUT REFERENCE TO THE
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OTHER SHEETS.
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* REQUIRED ONLY FOR RODDING ALTERNATIVE
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(RODDING REQUIRED BETWEEN LAST FITTING AND MANHOLE
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PIPE DIAMETER SHALL BE AS NOTED ON PLANS.
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INTERMEDIATE RESTRAINED OR FLANGED JOINT FITTINGS MAY
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BE USED BETWEEN BASE 1/8 BEND AND MANHOLE BARREL
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FORCE MAIN TO MANHOLE DETAIL
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2.
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BARREL)
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1.
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NOTES:
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(MJ NOT OPTIONAL)
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ON LAYING LENGTH EBBA 1900 OR MEGA-LUG 2800
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INTERMEDIATE RESTRAINED FLANGED JOINT AS REQUIRED BASED
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3/4" STAINLESS STEEL RODDING W/ STAINLESS STEEL COUPLINGS *
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WITH STAINLESS STEEL
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2' MAX.
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ANCHOR BOLTS
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CONCRETE THRUST BLOCK
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3/4" STAINLESS STEEL RODDING WITH
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CONCRETE ANCHOR IN MANHOLE BARREL
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PVC PIPE
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(OPTIONAL MJ WITH RODDING ALTERNATIVE)
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1/8 BEND - FLANGED OR RESTRAINED JOINT
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3/4" STAINLESS STEEL RODDING *
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RESTRAINING COLLAR *
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PVC PIPE WITH MEGA-LUG JOINTS
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NOTE:
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FINAL GRADE
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(IF REQUIRED
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IF THE FORCE MAIN DISCHARGES INTO A WYE, THEN THE CONTRACTOR
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SHALL PROVIDE A FUSION COATED ValMatic PLUG VALVE OF SAME SIZE
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AS THE FORCE MAIN AND VALVE BOX LETTERED "SEWER" EXTENDING
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+ IF FORCE MAIN CONNECTS 180%%D FROM THE EFFLUENT PIPE, THEN
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CORE MANHOLE AND BENCHWALL SUCH THAT THE FORCE MAIN CONNECTS
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INTO THE MANHOLE AT THE INVERT ELEVATION OF THE EFFLUENT
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PIPE, OTHERWISE INSTALL 90%%d ELBOW DOWN AND SUPPORT AS DETAILED.
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CORE DRILLED OPENING WITH RESILIENT
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CONNECTOR OR ENGINEER APPROVED EQUAL.
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FLANGE SHALL BE CONSTRUCTED
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A MINIMUM OF 2" ABOVE THE TOP
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OF THE EFFLUENT PIPE
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STAINLESS STEEL SUPPORT
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(IF REQUIRED)
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90%%d ELBOW DOWN
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LONG RADIUS
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+
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1/8 BEND -
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FLANGED OR
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RESTRAINED JOINT
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(ALTERNATIVE MJ
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WITH RETAINING GLAND)
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BY ENGINEER)
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+
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NO SCALE
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NOTE:
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CONTRACTOR SHALL CONTACT THE UTILITIES
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FOR THIS LIFT STATION TO VERIFY PROPER
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INTERPRETATION OF SPECIFICATIONS AND PLANS.
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ENGINEER PRIOR TO PURCHASING ANY EQUIPMENT
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c
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THESE DRAWINGS AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC. AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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2018 BY SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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SANITARY ODOR CONTROL SEWER MANHOLE INSERT
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NO SCALE
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MANHOLE
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MANHOLE
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SECTION
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A
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FINISHED GRADE
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1. TO BE USED FOR FORCE MAINS WITH A DISCHARGE PIPE OF 4" OR SMALLER
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NOTES:
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2. ORIENT SO THAT FILTER IS LOCATED IN SANITARY SEWER EASEMENT.
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3. WAGER MODEL 3000 MANHOLE SCRUBBER WITH 50LBS MIDAS ODOR CONTROL
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MANHOLE SCRUBBER
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WAGER MODEL 3000 MANHOLE SCRUBBER
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WAGER MODEL 3000
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317-577-1150 Fax 317-577-3642
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FISHERS, INDIANA 46038
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11905 Lakeside Drive
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CERTIFIED
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SHEET
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SCALE:
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JOB NO.
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TITLE
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PREPARED FOR
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PROJECT
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NO.
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CHECK
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DATE
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BY
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CHECK
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DATE
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BY
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REVISIONS
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DRAWN
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Sanitary Management &
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Engineering Company, Inc.
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TO GRADE.
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4" CONCRETE PAD
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1 1/2" x 1 1/2" x 1/8" STAINLESS STEEL
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CLAMP WITH MINIMUM (2) 3/8" X 2"
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SUPPORT NOT REQUIRED FOR FORCE MAINS
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INLET VALVE - 2" STAINLESS STEEL BALL VALVE
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1 1/2" STAINLESS STEEL BALL VALVE
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1 1/2" X 6"L STAINLESS STEEL NIPPLE
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2" STAINLESS STEEL NIPPLE
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2" X 2" X 1 1/2" S.S. TEE
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QUICK CONNECT
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VALVE BRACED ACROSS THE MANHOLE
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ANGLE IRON SUPPORT FOR THE
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STAINLESS STEEL ANCHOR BOLTS
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GREATER THAN 12" IN DIAMETER.
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PLAN
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A
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WAGER MODEL NUMBER 2050
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ODOR CONTROL SEWER VALVE
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AIR RELEASE PASSIVE ODOR CONTROL SYSTEM
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NO SCALE
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36" MANHOLE (EAST JORDAN or
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CONTAINING 50 LBS OF ODOR
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CONTROLLING MEDIA
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4" OR 6" FLANGED CONNECTION SLEEVE w/EXPANSION JOINT
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PVC TO WAGER ODOR CONTROL FILTER SIZED
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FOR THE APPLICATION AND APPROVED BY HSE UTILITIES
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24"X 36" HUBBELL QUAZITE
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3/4" FEBCO BACKFLOW
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36"x48" CONCRETE PAD
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FROM WATER METER AT CURB
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GRADE
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FE 00730 FOUR PANEL SOUND REDUCING ENCLOSURE
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3/4" STAINLESS STEEL BALL VALVE
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12'W x 15'L CONCRETE PAD
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HOUSING VAPEX O-MEGA 1500 or PLC-3500 HYDROXYL ION FOG
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SYSTEM V-SERIES UNIT
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WITH QUIK CONNECT FOR FLEXABLE
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HOSE CONNECTION TO VAPEX O-MEGA UNIT
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3/4" WATER LINE TO BE HEAT WRAPPED
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VAPEX O-MEGA 1500 or PLC-3500
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HYDROXYL ION FOG SYSTEM
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SANITARY ODOR CONTROL FOGGING SYSTEM
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NO SCALE
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ENCLOSER ASSEMBLY
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V-SERIES UNIT
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OXIDIZING HYDROXYL
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RADICAL FOG
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(2) STAINLESS STEEL ADJUSTABLE PIPE SUPPORTS
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ALL PIPE STRUCTURE WITHIN MANHOLE
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SPECTRE SHIELD COATING APPLIED TO
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18" MINIMUM
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NOTE: SEE TYPICAL MANHOLE DETAILS
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FOR ALL ASSOCIATED NOTATION
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C
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L
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ADJUSTABLE PIPE SADDLE WITH U-BOLT
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NO SCALE
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2. ADJUSTMENT IS OBTAINED BY TURNING THE LOCKNUT NIPPLE.
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THE LOWER END OF THE NIPPLE IS STAKED, UP-SETTING THE THREADS
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TO PREVENT SEPARATION OF NIPPLE AND COUPLING DURING ADJUSTMENT.
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NOTES: 1. ANVIL INTERNATIONAL SIZES RANGE FROM 4" TO 36"
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(THREAEDED FOR ADJUSTMENT)
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3" %%C THREADED STANCHION
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STAINLESS STEEL PIPE SUPPORT
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STAINLESS STEEL
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U-BOLT AND LOCK NUTS
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STAINLESS STEEL
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PIPE SADDLE
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8" INDOT WASHED #8 STONE
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STABLE GROUND PER ENGINEER
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SOIL CONDITIONS - DEPTH TO
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ENGINEER FOR UNSTABLE
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#2 STONE AS REQUIRED BY
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12" MINIMUM INDOT WASHED #8 STONE
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MAT FOR LEVELING AND SUPPORT.
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INDOT WASHED #8 STONE
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STAINLESS STEEL
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ADJUSTABLE CLEVIS
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PIPE SUPPORT
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PREVENTER VALVE
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INDOT WASHED #8 STONE
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"C" DUCTILE IRON FORCE MAIN
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TRANSITION FITTING (TYPICAL)
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"C" x "C" x 12" DUCTILE IRON TEE
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(CUT AND FITTED IN THE FIELD)
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VARIES
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MANHOLE OUTSIDE DIAMETER + 2' FOR CAST IN PLACE
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AIR/VACUUM RELEASE MANHOLE DETAIL
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NO SCALE
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(2) STAINLESS STEEL ADJUSTABLE PIPE SUPPORTS
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MONOLITHIC PRECAST CONCRETE UNIT.
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MANHOLE BASE AND RISER ARE ONE
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6"
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MANHOLE OUTSIDE DIAMETER + 1' FOR PRE-CAST
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3" MINIMUM
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FOR LEVELING AND SUPPORT.
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6" MINIMUM INDOT WASHED #8 STONE MAT
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SOIL CONDITIONS - DEPTH TO
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STABLE GROUND PER ENGINEER.
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ENGINEER FOR UNSTABLE
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#2 STONE AS REQUIRED BY
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5'-6" MINIMUM
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NO CORE WILL BE PERMITTED WITHIN 6" OF
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INTERNAL OR EXTERNAL JOINTS.
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FORCE MAIN TO BE CONSTRUCTED OF
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EPOXY LINED DUCTILE IRON PIPE WITHIN
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MANHOLE STRUCTURE.
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CORE DRILLED OPENING WITH RESILIENT CONNECTOR OR CAST IN PLACE
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A-LOC OR ENGINEER APPROVED EQUAL. (TYPICAL ALL PIPE PENETRATIONS)
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REINFORCING STEEL PER ASTM C478
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2. TOP OF CASTING SHALL EXTEND
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(SLOPE AWAY FROM CASTING)
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FINISHED GRADE
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SELF SEALING HEAVY DUTY SOLID
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EAST JORDAN or HAMILTON KENT COMPOSITE CASTING AND COVER
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LID. LID TO BE STAMPED WITH 1-1/2" LETTERS,
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RECESSED, FLUSH WITH LID TO READ
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"SANITARY SEWER - HSE".
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STRUCTURES FOR LARGER FORCEMAIN SIZES.
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TO ASTM C 443. SIX (6) INCH AND EIGHT (8) INCH BOX
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UTILIZING 4,000 PSI CONCRETE. JOINTS SHALL CONFORM
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3. MANHOLE SECTIONS SHALL CONFORM TO ASTM C 478
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1 1/2" x 1 1/2" x 1/8" STAINLESS STEEL
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CLAMP WITH MINIMUM (2) 3/8" X 2"
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SUPPORT NOT REQUIRED FOR FORCE MAINS
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NOTES: DIMENSION "C" IS SIZE OF FORCE MAIN
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ALIGNED VERTICALLY IN A STRAIGHT LINE.
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ALL STEPS MUST BE EPOXY COATED AND
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5. #10 TRACER WIRE TO BE CARRIED AROUND MANHOLE ENTRANCE
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THESE SECTIONS
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AVAILABLE IN 16",
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TO MEET REQUIRED
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32" & 48" LENGTH
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DEPTH
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OPENINGS FOR FORCE MAIN TO BE OFFSET TO SIDE OPPOSITE STEPS AS FAR
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OFF CENTER AS RESILIENT CONNECTOR WILL PERMIT.
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DOES NOT INTERFERE WITH ACCESS OPENING.
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1. MANHOLE TO BE LOCATED SUCH THAT AIR/VACUUM
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%%UNOTES:
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TYPICAL
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MAXIMUM
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16"
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"C" X 2" TEE
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ALL JOINTS SHALL BE SEALED BY AN O-RING GASKET PLUS 1/2" OR
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3/4" HAMILTON SOUTHEASTERN UTILITIES, INC. APPROVED FLEXIBLE BUYTL
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RESIN CONCRETE SEALANT (ROPE) CONFORMING TO ASTM C 990.
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COMPOSITION AND THICKNESS OF MATERIAL SHALL BE DEPENDENT ON
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SEASON OF INSTALLATION AND AS DIRECTED BY ENGINEER. CONTRACTOR
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SHALL GROUT ALL INTERNAL MANHOLE JOINTS WITH NON-SHRINK GROUT.
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1 1/2"x 6"L STAINLESS STEEL BALL VALVE
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1 1/2" STAINLESS STEEL NIPPLE
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2" STAINLESS STEEL
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2" X 2" X 1 1/2" S.S. TEE
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CRETEX ADJUSTMENT RINGS
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EACH MANHOLE SECTION SHALL BE SEALED WITH AN EXTERNAL
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RUBBER SLEEVE OF INFI-SHEILD GATOR WRAP AS MANUFACTURED
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BY SEALING SYSTEMS, INC. NINE (9) INCH WIDTH
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QUICK CONNECT
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VALVE BRACED ACROSS THE MANHOLE
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ANGLE IRON SUPPORT FOR THE
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STAINLESS STEEL ANCHOR BOLTS
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GREATER THAN 12" IN DIAMETER.
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NIPPLE
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CONTRACTOR TO PROVIDE OPTIONAL ValMatic CLEANING
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CONNECTIONS AND HOSES.
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18" MINIMUM
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(THREAEDED FOR ADJUSTMENT)
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(SEE DETAIL)
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4. CONTRACTOR TO PROVIDE OPTIONAL VALMATIC CLEANING CONNECTIONS AND HOSES
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APPROVED SPECTRA TECH (OR ENGINEER APPROVED COATING)
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PROTECTIVE COATING APPLIED TO ALL PIPE STRUCTURE WITHIN MANHOLE
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AND SUPPORTED IN A TAPCO MODEL NUMBER 113781A ROUND DOME
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R
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3" STAINLESS STEEL ARI AIR RELEASE or AIR VACUUM VALVE
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(DEPENDANT ON APPLICATION) WITH QUICK CONNECT FLUSH KIT
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VALVE IS DEPENDENT UPON FLOW RATE IN GIVEN PIPE WITH QUICK
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CONNECT FLUSH KIT(CONTACT ENGINEER FOR SIZE AND TYPE)
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UTILITY MARKER, WHITE POLE 66"H, 42" ABOVE GROUND, GREEN TOP
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UTILITY MARKER TO BE LOCATED OUTSIDE THE MANHOLE (SEE DETAIL).
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# 10 TRACER WIRE
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# 10 TRACER WIRE
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TO GO AROUND OUTSIDE
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OF MANHOLE AND CONTINUE
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UTILITY MARKER
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MANHOLE
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FINISH GRADE
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42"
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WAGER MODEL NUMBER 2050
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ODOR CONTROL SEWER VALVE
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CONTAINING 50 LBS OF ODOR
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CONTROLLING MEDIA
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4" OR 6" FLANGED CONNECTION
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PVC TO WAGER ODOR CONTROL
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FILTER SIZED FOR THE APPLICATION
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AND APPROVED BY HSE UTILITIES
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FORCE MAIN TRENCH DETAIL
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"CLEAN" BACKFILL HAND PLACED
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"CLEAN" BACKFILL
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CAREFULLY PLACED
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DEPTH
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4'-6" MINIMUM
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DIAMETER
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MAXIMUM WIDTH - DIAMETER + 2 FEET
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6" MINIMUM
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OF BURY
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MINIMUM WIDTH - DIAMETER + 1 FOOT
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FINISHED GRADE
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FORCE MAIN AS PER
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CONSTRUCTION PLANS
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"CLEAN" BACKFILL MATERIAL FREE OF
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ROCKS, ETC. LARGER THAN 6" OR
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FOR SETTLEMENT). IN AREAS WITHIN
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OTHER EXTRANEOUS MATERIAL (MOUND
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FILL TO 95% MODIFIED PROCTOR DENSITY.
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OF TRANSPORTATION AND COMPACT
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5 FEET OF ROAD SURFACE, BACKFILL PER
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#2 STONE AS REQUIRED BY ENGINEER FOR
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UNSTABLE SOIL CONDITIONS - DEPTH TO
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STABLE GROUND PER ENGINEER.
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CLASS I OR II BEDDING AS REQUIRED
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BY ENGINEER WHERE UNSUITABLE
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SOILS ARE ENCOUNTERED. (MINIMUM 4")
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INSULATED #10 COPPER
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TRACER WIRE ACCEPTABLE TO
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ENGINEER MUST BE INSTALLED
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ALONG THE ENTIRE LENGTH OF
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FORCE MAIN. TRACER WIRE MUST
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EXTEND TO THE SURFACE AT ALL
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STRUCTURES AND VALVES.
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(INITIAL BACKFILL MATERIAL MUST BE
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FREE OF ROCKS, ETC. 2" OR LARGER)
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NO SCALE
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AS APPROVED BY WATER UTILITY
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%%UNOTES
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1) HOSE BIB SHALL ACCOMMODATE STANDARD
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3/4" GARDEN HOSE.
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2) ALL FITTINGS SHALL BE 'NO LEAD' BRASS
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MEETING UNS C89833 AS PER ASTM B584.
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YARD HYDRANT
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MEDIA IS REQUIRED TO BE INSTALLED.
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NOTE: SEE TYPICAL MANHOLE DETAILS
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FOR ALL ASSOCIATED NOTATION
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HAMILTON KENT COMPOSITE CASTING)
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ESSA MEGALUG PIPE UNIFLANGE
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(CONTACT ENGINEER FOR ALTERNATIVE)
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2"x 6" STAINLESS STEEL NIPPLE
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3" STAINLESS STEEL ARI AIR RELEASE or AIR VACUUM VALVE
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(DEPENDANT ON APPLICATION) WITH QUICK CONNECT FLUSH KIT
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VALVE IS DEPENDENT UPON FLOW RATE IN GIVEN PIPE WITH QUICK
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CONNECT FLUSH KIT(CONTACT ENGINEER FOR SIZE AND TYPE)
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CLEAN-OUT MANHOLE DETAIL
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MANHOLE OUTSIDE DIAMETER + 2' FOR CAST IN PLACE
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MANHOLE OUTSIDE DIAMETER + 1' FOR PRECAST
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BARREL SECTION OPTIONAL)
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(PRECAST COMBINATION BASE/FIRST
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PLACE BASE AND FIRST BARREL SECTION
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PRECAST BASE SECTION OR CAST-IN-
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"C" PVC FORCE MAIN
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TRANSITION FITTING (TYPICAL)
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NO SCALE
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8"
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3" MINIMUM
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NOTE:
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GRADING SHALL INSURE DRAINAGE
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0.20' MINIMUM ABOVE FINISHED GRADE.
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DRILL AND TAP BLIND FLANGE
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"C" x "C" x 12" DUCTILE IRON TEE
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3" ALUMINUM CAM LOCK MALE FITTING
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3" DUCTILE IRON
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60" MANHOLE TO CONFORM TO ASTM C 478
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MANHOLE STEPS 16" ON CENTER MAXIMUM
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AWAY FROM STRUCTURE.
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TOP OF CASTING SHALL EXTEND
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CORE DRILLED OPENING WITH RESILIENT CONNECTOR OR CAST
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IN PLACE A-LOC OR ENGINEER APPROVED EQUAL.
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STABLE GROUND PER ENGINEER
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SOIL CONDITIONS - DEPTH TO
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ENGINEER FOR UNSTABLE
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#2 STONE AS REQUIRED BY
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12" MINIMUM INDOT WASHED #8 STONE MAT
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FOR LEVELING AND SUPPORT.
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VARIES
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"C" PVC FORCE MAIN
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TRANSITION FITTING (TYPICAL)
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5'-6" MINIMUM
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ON LIFT STATION PLAN SHEET
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NOTE: FOR DIMENSION "C" PLEASE SEE DIMENSION CHART
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(TYPICAL ALL PIPE PENETRATIONS)
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18" MINIMUM
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APPLIED TO ALL PIPE STRUCTURE WITHIN MANHOLE
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SHERWIN WILLIAMS PROTECTIVE COATING
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(2) STAINLESS STEEL ADJUSTABLE PIPE SUPPORTS
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(THREAEDED FOR ADJUSTMENT)
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(SEE DETAIL)
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THESE SECTIONS
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TO MEET REQUIRED
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32" & 48" LENGTH
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AVAILABLE IN 16",
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DEPTH
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JOINTS BETWEEN ALL RISER AND CONE SECTIONS SHALL BE SEALED BY AN O-RING
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GASKET PLUS 1/2" OR 3/4" HAMILTON SOUTHEASTERN UTILITIES, INC. APPROVED
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FLEXIBLE BUYTL RESIN CONCRETE SEALANT (ROPE) CONFORMING TO ASTM C 990.
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COMPOSITION AND THICKNESS OF MATERIAL SHALL BE DEPENDENT ON SEASON OF
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INSTALLATION AND AS DIRECTED BY ENGINEER.
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EACH MANHOLE SECTION SHALL BE SEALED WITH AN EXTERNAL
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RUBBER SLEEVE OF INFI-SHEILD GATOR WRAP AS MANUFACTURED
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BY SEALING SYSTEMS, INC. NINE (9) INCH WIDTH
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2" X 2" STAINLESS STEEL OR ALUMINUM SUPPORT AND CLAMP WITH MINIMUM (2) 3/8" X 2" STAINLESS STEEL ANCHOR BOLTS
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3" STAINLESS STEEL BALL VALVE
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"C" DUCTILE IRON FORCE MAIN
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(SLOPE AWAY FROM CASTING)
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FINISHED GRADE
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SELF SEALING HEAVY DUTY SOLID
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EAST JORDAN or HAMILTON KENT COMPOSITE CASTING AND COVER
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LID. LID TO BE STAMPED WITH 1-1/2" LETTERS,
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RECESSED, FLUSH WITH LID TO READ
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"SANITARY SEWER - HSE".
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ALIGNED VERTICALLY IN A STRAIGHT LINE.
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ALL STEPS MUST BE EPOXY COATED AND
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CRETEX ADJUSTMENT RINGS
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NOTES: : 1) PASSIVE ODOR CONTROL SYSTEM RATED FOR AIR FLOWS NOT EXCEEDING 200 cfm. 2) ODOR CONTROL CANISTER SHALL BE SECURED TO CONCRETE PAD.
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%%UTYPICAL WET WELL
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4" SCH 40 PVC
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(SIZED BY ENGINEER)
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4" CONCRETE PAD
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3/4" DRAIN W/ BALL VALVE
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4" OUTLET
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4" INLET
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CALGON ODOR CONTROL CANISTER WITH
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ACTIVATED CARBON
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CARBON MEDIA ODOR CONTROL
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NO SCALE
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CINCINNATI FAN
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VAW SYSTEMS
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VCIBi SILENCER
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INDOT WASHED
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#8 STONE
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UPDATED FOR 2017
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12/14/2017
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1
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WHF
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TK
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#10 TRACER WIRE(SEE DETAIL and NOTE ON
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AIR/VACUUM RELEASE MANHOLE DETAIL)
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MARKER BALL AT EVERY BEND (TYP)
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VARIES
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5'-6" MINIMUM
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3" SAND UNDER PIPE IF
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TO BE ENCASED IN 2" PVC CONDUIT
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(SEE NOTE 5)
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INLET VALVE - 2" STAINLESS STEEL BALL VALVE
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2" X 6"L STAINLESS STEEL NIPPLE
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SHEET 1 OF 3
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(4) 3/8" X 3" STAINLESS STEEL ANCHOR BOLTS
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(SEE ADJUSTMENT RING DETAIL ON SHEET 2 of 2
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GRAVITY SANITARY DETAILS FOR DESIRED APPLICATION)
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%%UTRACER WIRE DETAIL
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(4) 3/8" X 3" STAINLESS STEEL ANCHOR BOLTS
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(SEE ADJUSTMENT RING DETAIL ON SHEET 2 of 2
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GRAVITY SANITARY DETAILS FOR DESIRED APPLICATION)
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60" MANHOLE TO CONFORM TO ASTM C 478
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CRETEX ADJUSTMENT RINGS
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(4) 3/8" X 3" STAINLESS STEEL ANCHOR BOLTS
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(SEE ADJUSTMENT RING DETAIL ON SHEET 2 of 2
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GRAVITY SANITARY DETAILS FOR DESIRED APPLICATION)
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NOTE: SEE TRACER WIRE DETAIL
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FOR ALL ASSOCIATED NOTATION
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#10 TRACER WIRE(SEE TRACER WIRE DETAIL and NOTES)
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#10 TRACER WIRE(SEE TRACER WIRE DETAIL and NOTES)
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#10 TRACER WIRE(SEE TRACER WIRE
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DETAIL and NOTES)
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NOTE:
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ALL AIR RELEASE VALVE AND CLEAN OUT
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MANHOLES TO BE 5'-0" IN DIAMETER
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NOTE:
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ALL AIR RELEASE VALVE AND CLEAN OUT
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MANHOLES TO BE 5'-0" IN DIAMETER
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NOTE:
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ALL AIR RELEASE VALVE AND CLEAN OUT
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MANHOLES TO BE 5'-0" IN DIAMETER
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SAND BASE
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UNDER PIPE
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SAND BASE
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UNDER PIPE
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W
WW
WW
WW
WW
WW
WW
WW
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W
WW
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WW
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FM
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FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
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F
M
F
M
F
M
E
E
E
E
E
E
EE
EE
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N/A
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-
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Hamilton Southeastern Utilities, INC.
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-
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HSE'S LIFT STATION PLAN, LIFT STATION AND FORCE MAIN DETAILS AND LIFT
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STATION AND FORCE MAIN SPECIFICATIONS ARE COMPLEMENTARY IN NATURE
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AND SHOULD NOT BE INTERPRETED INDIVIDUALLY WITHOUT REFERENCE TO THE
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OTHER SHEETS.
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NOTE:
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CONTRACTOR SHALL CONTACT THE UTILITIES
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FOR ANY LIFT STATION TO VERIFY PROPER
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INTERPRETATION OF SPECIFICATIONS AND PLANS.
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ENGINEER PRIOR TO PURCHASING ANY EQUIPMENT
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UPDATED FOR 2017
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12/14/2017
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THESE DRAWINGS AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC. AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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2018 BY SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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317-577-1150 Fax 317-577-3642
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FISHERS, INDIANA 46038
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11905 Lakeside Drive
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CERTIFIED
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SHEET
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SCALE:
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JOB NO.
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TITLE
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PREPARED FOR
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PROJECT
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NO.
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CHECK
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DATE
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BY
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CHECK
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DATE
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BY
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REVISIONS
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DRAWN
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Sanitary Management &
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Engineering Company, Inc.
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1
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WHF
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TK
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TYPICAL LIFT STATION AND FORCE MAIN DETAILS
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c
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16' MOTORIZED
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WET WELL
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VALVE VAULT
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CONTROL PANEL
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GENERATOR
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PARKING
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LOCATION
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ODOR CONTROL
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CONC. PAD
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(2) ASPHALT
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PARKING SPACES
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W/PARKING BUMPERS
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8' WOOD FENCE
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ASPHALT DRIVE
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PROPOSED GRAVEL
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PROPOSED 55' HALF R.O.W.
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R15'
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WATER METER PIT
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3/4" WATER SERVICE LINE
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YARD HYDRANT
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WOODFORD MFG.
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MODEL Y34-3
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OR APPROVED EQUAL
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CONCRETE PAD
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CONNECTING PIPING AND TUBING BETWEEN THE
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BE BENEATH THE CONCRETE SLAB.
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NOTE: PROVIDE POWER (10 AMP MINIMUM) FOR ALTERNATE HEAT IN WATER METER BACKFLOW PREVENTION BASIN IN 3/4" CONDUIT.
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RIGHT-OF-WAY
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WET WELL AND ODOR CONTROL UNIT IS TO
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SLIDE GATE
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50' MINIMUM
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MINIMUM CLEARANCE BETWEEN FACE OF
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ELECTRICAL COMPONENTS MOUNTED ON
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BACKSIDE OF "I" SUPPORT SYSTEM AND
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MAINTAIN 1' BEYOND
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FENCE
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R12'
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PROVIDE 32'-0"
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TURNING RADIUS
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KEYPAD
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GATE ACTIVATOR
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FORCE MAIN
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POLE MOUNTED
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LED DOWNLIGHT
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POLE MOUNTED
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LED DOWNLIGHT
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ANY PLANTING ON THE EXTERIOR OF THE SITE ARE TO BE
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SET AT A MINIMUM OF FIVE (5) FEET FROM THE FENCE
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EXTERIOR (AS DETERMINED BY MATURE DRIP LINE)
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NOTE:
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PLATTED PROPERTY LINE
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1. SEE HSE'S LIFT STATION AND FORCE MAIN SPECIFICATION
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%%UNOTES :
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SHEET FOR DETAILS OF EQUIPMENT
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2. THIS PLAN IS FOR DESIGN PURPOSES ONLY
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3. ACCESS DRIVE FROM NEAREST PUBLIC RIGHT-OF-WAY
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TO LIFT STATION MUST BE PROVIDED
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4. THE ACCESS DRIVE MUST HAVE A MINIMUM OF FOURTEEN (14)
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FEET OF CLEARANCE FROM ALL UILITY OR POWER POLES
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5. ESTABLISH PERMANENT BENCH MARK BEYOND OVERDIG.
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W/ KEY OVERRIDE
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HEAT TRACED BACKFLOW PREVENTION
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(AS APPROVED BY WATER UTILITY)
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ASPHALT DRIVE
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(SEE LIFT STATION AND FORCE MAIN DETAIL SHT 1)
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FENCE IS TO BE FOUR (4) FEET
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NO SCALE
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TYPICAL LIFT STATION SITE PLAN
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20'
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6'
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10'
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16'
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4'
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96" CEDAR FENCING
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POST EMBEDMENT IN
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(TYPICAL)
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3'-0"
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3'-6"
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FIND ME IF YOU CAN
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CONCRETE (3500 PSI)
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12" LINE POSTS
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18" GATE, TERMINAL AND CORNER POSTS
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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NO SCALE
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CEDAR FENCE DETAIL
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16' MOTORIZED
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SLIDE GATE
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MOTORIZED UNIT
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SLIDE GATE
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BOARD ON BOARD
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6" CLEARANCE
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BOARD ON BOARD CONSTRUCTION
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WITH WEED CONTROL
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6 MILLIMETER POLY VINYL
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BARRIER (TYP)
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APPLIED TO STONE (TYP)
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4" CRUSHED STONE
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EXISTING GRADE
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1-1/2" SURFACE
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ASPHALT ACCESS DRIVE DETAIL
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NOTES: 1. ACCESS DRIVE RADII TO BE A MINIMUM OF 45 FEET.
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1
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3
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3
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EXISTING GRADE
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1
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SLOPE 1/4" / FT
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SLOPE 1/4" / FT
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7' MINIMUM
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C
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NO SCALE
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2. SLOPE ALONG CENTERLINE SHALL NOT EXCEED 5.00%
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3. FOR CENTERLINE GRADE CHANGES OF GREATER THAN 2.00%,
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A 25' VERTICAL CURVE SHALL BE INSTALLED.
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SIDE SLOPES MUST BE
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COMPACTED TO 95%%% MODIFIED
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PROCTOR DENSITY. COMPACTION
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TESTING MAY BE REQUIRED BY
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ENGINEER.
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7' MINIMUM
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4. CONTRACTOR MUST CONSIDER THE IMPACT TO LOCAL
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DRAINAGE. CULVERTS MUST BE INSTALLED TO PREVENT
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6" BINDER
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6" #53 STONE BASE
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12" #2 STONE BASE
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PREPARED SUBGRADE
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TRANSPORTATION STANDARD SPECIFICATION No. 207.
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5. PREPARED SUBGRADE PER INDIANA DEPARTMENT OF
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SURFACE DRAINAGE OVER DRIVE.
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DISCLAIMER
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NO 90%%D ELBOWS TO BE USED
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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FIND ME IF YOU CAN
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6'-0" MIN
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4'-0" MIN
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4'-0" MIN
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6" GALVANIZED POST (TYP)
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COPPER TOP (TYP)
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SONOTUBE (TYPICAL)
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SHEET 2 of 3
®®
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N/A
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-
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Hamilton Southeastern Utilities, INC.
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-
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HSE'S LIFT STATION PLAN, LIFT STATION AND FORCE MAIN DETAILS AND LIFT
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STATION AND FORCE MAIN SPECIFICATIONS ARE COMPLEMENTARY IN NATURE
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AND SHOULD NOT BE INTERPRETED INDIVIDUALLY WITHOUT REFERENCE TO THE
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OTHER SHEETS.
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UPDATED FOR 2017
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12/14/2017
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THESE DRAWINGS AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC. AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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2018 BY SANITARY MANAGEMENT & ENGINEERING COMPANY, INC.
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317-577-1150 Fax 317-577-3642
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FISHERS, INDIANA 46038
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11905 Lakeside Drive
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CERTIFIED
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SHEET
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SCALE:
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JOB NO.
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TITLE
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PREPARED FOR
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PROJECT
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NO.
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CHECK
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DATE
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BY
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CHECK
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DATE
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BY
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REVISIONS
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DRAWN
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Sanitary Management &
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Engineering Company, Inc.
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1
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WHF
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TK
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TYPICAL LIFT STATION AND FORCE MAIN DETAILS
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c
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DISCLAIMER
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HEAVY DUTY HINGES
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LIFT SPRING
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HOLD OPEN ARM
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DRAIN
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COUPLER
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CONCRETE
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STYLE "CLS1" ACCESS HATCH, AS MANUFACTURED BY EJ. MATERIAL SHALL BE 6061-T6 ALUMINUM FOR BARS, ANGLES, AND EXTRUSIONS. 1/4" DIAMOND PLATE SHALL BE 5086 ALUMINUM. UNIT DESIGNED PEDESTRIAN RATED, FOR A MINIMUM LIVE LOAD OF 300 LBS./SQ. FT. HINGES SHALL BE OF HEAVY DUTY DESIGN. MATERIAL SHALL BE GRADE 316 STAINLESS STEEL. EACH HINGE SHALL HAVE A GRADE 316 STAINLESS STEEL, 3/8" DIAMETER PIN. HINGES SHALL BE FASTENED TO THE CHANNEL FRAME AND DIAMOND PLATE USING GRADE 316 STAINLESS STEEL BOLTS AND NY-LOCK NUTS. EACH DOOR SHALL BE EQUIPPED WITH A STAINLESS STEEL HOLD OPEN ARM. DOOR SHALL LOCK OPEN IN THE 90 DEGREE POSITION. HOLD OPEN ARM SHALL BE FASTENED TO THE FRAME WITH A 1/2" GRADE 316 STAINLESS STEEL BOLT. CHANNEL FRAME SHALL BE OF EXTRUDED ALUMINUM. FRAME SHALL HAVE A DOVE TAIL GROOVE TO ACCEPT A 1/8" SILICONE CUSHION GASKET. CHANNEL FRAME SHALL BE A MINIMUM OF 1/4" THICK, WITH A MINIMUM CROSS SECTION OF 7.5". EXTERIOR OF FRAME WHICH COMES IN CONTACT WITH THE CONCRETE SHALL BE COATED WITH ONE COAT OF BLACK PRIMER. HATCH COVER SHALL BE SUPPLIED WITH STAINLESS STEEL LIFT SPRING. EACH "CLN1" STYLE HATCH IS SUPPLIED WITH A 1-1/2" THREADED DRAIN COUPLER ON UNDERSIDE OF CHANNEL FRAME FOR PIPE CONNECTION. ALL HARDWARE SHALL BE STAINLESS STEEL. EACH HATCH SHALL BE SUPPLIED WITH A GRADE 316 STAINLESS STEEL SLAM LOCK, WITH KEY WAY PROJECTED BY A THREADED PLUG. PLUG SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. SLAM LOCK SHALL BE FASTENED WITH FOUR GRADE 316 STAINLESS STEEL BOLTS AND WASHERS. EACH HATCH SHALL BE EQUIPPED WITH AN ALUMINUM LIFT HANDLE. THE LIFT HANDLE SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. UNITS SHALL BE SUPPLIED WITH HINGED SAFETY GRATES TO PROVIDE PROTECTION AGAINST FALL THROUGH AND TO CONTROL ACCESS TO THE CONFINED SPACE. EACH UNIT SHALL BE SUPPLIED WITH RIMSEAL GASKET. EACH HATCH SHALL BE SUPPLIED WITH A RECESSED PADLOCK CLIP (PADLOCK SUPPLIED BY OTHERS).
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SLAM LOCK
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RECESSED PADLOCK CLIP
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LIFT HANDLE
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LIFT SPRING
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STAINLESS STEEL HOLD OPEN ARM
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LIFT HANDLE
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SAFETY GRATE
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DRAIN COUPLER
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SLAM LOCK
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%%URECESSED PADLOCK CLIP
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%%URIM SEAL GASKET DETAIL
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COMPRESSED RIM SEAL GASKET
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COVER
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UNCOMPRESSED RIM SEAL GASKET
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RECESSED PADLOCK CLIP
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%%USTAINLESS STEEL SLAM LOCK
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TEE HANDLE
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REMOVABLE
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INSIDE
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TURN HANDLE
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PEDESTRIAN RATED ALUMINUM SAFE HATCH
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EAST JORDAN PRODUCT NUMBER H36601596
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NO SCALE
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STYLE "CLS2" ACCESS HATCH, AS MANUFACTURED BY EJ. MATERIAL SHALL BE 6061-T6 ALUMINUM FOR BARS, ANGLES, AND EXTRUSIONS. 1/4" DIAMOND PLATE SHALL BE 5086 ALUMINUM. UNIT DESIGNED PEDESTRIAN RATED, FOR A MINIMUM LIVE LOAD OF 300 LBS./SQ. FT. EACH DOOR SHALL BE SUPPLIED WITH A HEAVY DUTY STAINLESS STEEL PNEUMATIC LIFT SPRING, FOREASE OF OPERATING WHEN OPENING COVER. COVER SHALL BE COUNTERBALANCED, SO ONE PERSON CAN EASILY OPEN THE HATCH DOOR. SPRING DESIGN SHALL ACCOMMODATE EASE OF MAINTENANCE. HINGES SHALL BE OF HEAVY DUTY DESIGN. MATERIAL SHALL BE GRADE 316 STAINLESS STEEL. EACH HINGE SHALL HAVE A GRADE 316 STAINLESS STEEL, 3/8" DIAMETER PIN. HINGES SHALL BE FASTENED TO THE CHANNEL FRAME AND DIAMOND PLATE USING GRADE 316 STAINLESS STEEL BOLTS AND NY-LOCK NUTS. EACH DOOR SHALL BE EQUIPPED WITH A STAINLESS STEEL HOLD OPEN ARM. DOOR SHALL LOCK OPEN IN THE 90 DEGREE POSITION. HOLD OPEN ARM SHALL BE FASTENED TO THE FRAME WITH A 1/2" GRADE 316 STAINLESS STEEL BOLT. CHANNEL FRAME SHALL BE OF EXTRUDED ALUMINUM. FRAME SHALL HAVE A DOVE TAIL GROOVE TO ACCEPT A 1/8" SILICONE CUSHION GASKET. CHANNEL FRAME SHALL BE A MINIMUM OF 1/4" THICK, WITH A MINIMUM CROSS SECTION OF 7.5". EXTERIOR OF FRAME WHICH COMES IN CONTACT WITH THE CONCRETE SHALL BE COATED WITH ONE COAT OF BLACK PRIMER. HATCH COVER SHALL BE SUPPLIED WITH STAINLESS STEEL LIFT SPRING. EACH "CLN2" STYLE HATCH IS SUPPLIED WITH A 1-1/2" THREADED DRAIN COUPLER ON UNDERSIDE OF CHANNEL FRAME FOR PIPE CONNECTION. ALL HARDWARE SHALL BE STAINLESS STEEL. EACH HATCH SHALL BE SUPPLIED WITH A GRADE 316 STAINLESS STEEL SLAM LOCK, WITH KEY WAY PROJECTED BY A THREADED PLUG. PLUG SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. SLAM LOCK SHALL BE FASTENED WITH FOUR GRADE 316 STAINLESS STEEL BOLTS AND WASHERS. EACH HATCH SHALL BE EQUIPPED WITH AN ALUMINUM LIFT HANDLE. THE LIFT HANDLE SHALL BE FLUSH WITH THE TOP OF THE 1/4" DIAMOND PLATE. UNITS SHALL BE SUPPLIED WITH HINGED SAFETY GRATES TO PROVIDE PROTECTION AGAINST FALL THROUGH AND TO CONTROL ACCESS TO THE CONFINED SPACE. EACH UNIT SHALL BE SUPPLIED WITH RIMSEAL GASKET. EACH HATCH SHALL BE SUPPLIED WITH A RECESSED PADLOCK CLIP (PADLOCK SUPPLIED BY OTHERS).
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%%URECESSED PADLOCK CLIP
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%%USTAINLESS STEEL SLAM LOCK
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TEE HANDLE
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REMOVABLE
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INSIDE
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TURN HANDLE
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%%URIM SEAL GASKET DETAIL
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COMPRESSED RIM SEAL GASKET
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COVER
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UNCOMPRESSED RIM SEAL GASKET
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PEDESTRIAN RATED ALUMINUM SAFE HATCH
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EAST JORDAN PRODUCT NUMBER H303014911
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NO SCALE
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SHEET 3 of 3