AS SHOWN - Timaru District Council · design check elec.pwr initialdate water drainage ... code of...
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TIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: 03 687 7200 Website: www.timaru.govt.nz DO NOT SCALE - IF IN DOUBT ASK REVISION CHK DATE APP. No. BY Original Sheet Size A1 (841 x 594) TITLE: PROJECT: SURVEYED DRAWN APPROVED NAME DATE DESIGNED DRG CHECK DESIGN CHECK ELEC.PWR INITIAL DATE WATER DRAINAGE ROADING TELECOM PLANNING PARKS ORIGINAL SCALE (A1): PRODUCED BY: THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT COUNCIL. IT IS NOT TO BE REPRODUCED WITHOUT THE PERMISSION OF THE TIMARU DISTRICT COUNCIL FOR: REDUCED SCALE (A3): ........................................................ SURVEY FILE: DATA SOURCE: LEVEL DATUM............................... ........................................................ ........................................................ DRAWING NUMBER: SHEET: OF: REVISION: CONTRACT NUMBER: 5302 1 13 F DRAINAGE AND WATER CODE OF PRACTICE STANDARD DETAILS TYPICAL PRECAST CONCRETE MANHOLE DETAILS AS SHOWN LTU D & W 5302.dwg 711696 - - GS 2/16 GC 2/16 WC 2/16 GC 2/16 GH 2/16 F CHANGES TO CORBEL DETAIL WC 2/16
AS SHOWN - Timaru District Council · design check elec.pwr initialdate water drainage ... code of practice ... fchanges to corbel detail wc 2/16. flow
CONCRETE SURROUND TO BE KEPT CLEAR OF FLEXIBLE PIPE JOINT
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FLOW
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CURVE CHANNEL TO ENSURE STREAMLINED FLOW
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BENCHING AT 1 IN 8, REFER TO COP 1.6.4
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DN150 PVC PIPE SHOWN
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DN150 PVC PIPE SHOWN
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DETAIL 1 NOTES: 1. ALL DIMENSIONS IN MILLIMETRES. ALL DIMENSIONS IN MILLIMETRES. 2. INSIDE SURFACE OF MH AND UNDERSIDE OF ROOF TO HAVE EPOXY INSIDE SURFACE OF MH AND UNDERSIDE OF ROOF TO HAVE EPOXY COATING, PVC LINING OR PE LINING TO TDC REQUIREMENTS WHERE DIRECTED BY THE ENGINEER. 3. DESIGNER TO ENSURE NATIVE SOIL HAS ACCEPTABLE GROUND DESIGNER TO ENSURE NATIVE SOIL HAS ACCEPTABLE GROUND BEARING CAPACITY. 4. REFER TO TDC CODE OF PRACTICE REGARDING FLOATATION/SINKAGE REFER TO TDC CODE OF PRACTICE REGARDING FLOATATION/SINKAGE DESIGN CRITERIA. 5. ALL KORUM LIDS OR APPROVED SIMILAR. ALL LIDS TO HAVE UTILITY ALL KORUM LIDS OR APPROVED SIMILAR. ALL LIDS TO HAVE UTILITY NAME
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WHERE NECESSARY PROTECT SURFACES AGAINST CHEMICAL ATTACK (SEE NOTE 2)
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FLEXIBLE JOINT WITHIN 500mm OF MANHOLE
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CUTOUTS FOR PIPE TO BE CLEAR OF RISER JOINTS. CUT CHAMBER TO SUIT PIPE & SEAL WITH EPOXY MORTAR
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NATIVE SOIL, MIN 35 kPa (TO BE CONFIRMED ON SITE)
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DN600 CONC PIPE SHOWN
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75mm THICK MIN BLINDING OR BEDDING
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2 LAYERS F81 FABRIC
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STANDARD PRECAST R/F CONCRETE RISER SECTION REFER TO TABLE FOR DIA.
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PRECAST R/F CONCRETE LID
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REINSTATEMENT TO MATCH EXISTING
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WHERE NECESSARY PROTECT SURFACES AGAINST CHEMICAL ATTACK (SEE NOTE 2)
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CUTOUTS FOR PIPE TO BE CLEAR OF RISER JOINTS. CUT CHAMBER TO SUIT PIPE & SEAL WITH EPOXY MORTAR
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STANDARD PRECAST R/F CONCRETE RISER SECTION REFER TO TABLE FOR DIA.
*SHOULD HORIZONTAL DEFLECTION BE GREATER THAN SHOULD HORIZONTAL DEFLECTION BE GREATER THAN THE MAXIMUM, SPECIALISED DESIGN IS REQUIRED. THIS IS TO BE SUBMITTED TO TDC FOR CONSIDERATION.
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2 FLEXIBLE JOINTS WITHIN 750mm, 1st WITHIN 100mm OF MANHOLE
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FRAME TO BE FIXED DOWN USING EPOXY MORTAR AND M12 DYNABOLTS
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TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
NOTES: 1. DRAWING BASED ON NZS 4404:2004. WHERE DRAWING DIFFERS FROM DRAWING BASED ON NZS 4404:2004. WHERE DRAWING DIFFERS FROM STANDARD THIS DRAWING TAKES PRECEDENCE. 2. DIMENSION IN MILLIMETRES. DIMENSION IN MILLIMETRES. 3. ALL STEEL FITTINGS (INCLUDING BOLTS) TO BE GRADE 316 STAINLESS ALL STEEL FITTINGS (INCLUDING BOLTS) TO BE GRADE 316 STAINLESS STEEL. 4. DN1200 MH TO BE USED WHERE DROP PIPE > DN150 OR MORE DN1200 MH TO BE USED WHERE DROP PIPE > DN150 OR MORE THAN ONE DN150 INTERNAL DROP IS USED. 5. INTERNAL DROP ONLY TO BE USED WHEN DIRECTED BY ENGINEER. INTERNAL DROP ONLY TO BE USED WHEN DIRECTED BY ENGINEER. 6. HAUNCHING OF INTERSECTION PIPES TO PROVIDE CURVED CHANNELS HAUNCHING OF INTERSECTION PIPES TO PROVIDE CURVED CHANNELS TO ENSURE STREAMLINED FLOW. 7. STANDARD PRECAST MANHOLE COMPONENTS TO BE USED UNLESS STANDARD PRECAST MANHOLE COMPONENTS TO BE USED UNLESS APPROVED OTHERWISE. 8. NO INFILTRATION PERMITTED - WATER OR AIR TEST MAY BE REQUIRED. NO INFILTRATION PERMITTED - WATER OR AIR TEST MAY BE REQUIRED. 9. DETAIL 1C ONLY - DESIGNER TO CONFIRM NATIVE SOIL BEARING DETAIL 1C ONLY - DESIGNER TO CONFIRM NATIVE SOIL BEARING CAPACITY & ENSURE FOUNDATION IS SUITABLE TO SUPPORT MANHOLE. 10. ALL KORUM LIDS OR APPROVED SIMILAR. ALL LIDS TO HAVE UTILITY ALL KORUM LIDS OR APPROVED SIMILAR. ALL LIDS TO HAVE UTILITY NAME
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DETAIL 2A TYPICAL EXTERNAL DROP MANHOLE SUITABLE FOR INSITU AND PRECAST MH (ONLY TO BE USED WHEN DIRECTED BY ENGINEER)
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DETAIL 2B TYPICAL INTERNAL DROP MANHOLE SUITABLE FOR IN-SITU AND PRECAST MH (ONLY TO BE USED WHEN DIRECTED BY ENGINEER)
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DETAIL 2B(a) TYPICAL INTERNAL DROP MANHOLE - POST CONSTRUCTION INSTALLATION DETAIL (ONLY TO BE USED WHEN DIRECTED BY ENGINEER)
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WHERE NECESSARY PROTECT SURFACES AGAINST CHEMICAL ATTACK (SEE NOTE 2, SHEET 1)
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REINSTATEMENT TO MATCH EXISTING
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INSITU POUR CIRCULAR BASE 40MPa
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HD16 @ 200crs EACH WAY (TOP AND BOTTOM)
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150mm THICK MIN WELL COMPACTED AP20
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PRECAST R/F CONCRETE LID DESIGNED TO HN-HO-72 LOADINGS
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STANDARD PRECAST R/F CONCRETE RISER SECTION. SECTIONS MIN 1800mm (DN2050 RISER SHOWN)
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CONCRETE SURROUND MIN 150mm THICK 40 MPa
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TAPERED TO TOP OF BENCHING
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CONCRETE BENCHING VERTICAL SIDE
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NATIVE SOIL, MIN 35 kPa (TO BE CONFIRMED ON SITE) SEE NOTE 5, SHEET 1 0F 6.
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MANHOLE FINISHER
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MANHOLE STARTER
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CONCRETE CHANNEL
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SHORT 700-1000mm LENGTH
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FLEXIBLE JOINT
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STANDARD PRECAST R/F CONCRETE RISER SECTION MIN 1050mm DIA.
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SAFETY STEPPED RUNG 300mm CENTRES OVER OUTLET. REFER TO SHEET 4
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GRADE 316 SS OR PLASTIC PIPE CLIPS AND ANCHORS AS REQUIRED
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90° BEND
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BENCHING TO SUIT
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STANDARD PVC PLAIN JUNCTION WITH SCREW CAP
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REFER TO SHEET 3 FOR MANHOLE CONNECTION DETAILS
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CONSTRUCT CONCRETE SIDEWALLS ON BENCHES TO SUIT
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REMOVE SECTION OF BENCH
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SAFETY STEPPED RUNG 300mm CENTRES OVER BENCHING. IF INTERNAL HEIGHT IS LESS THAN 1M STEP RUNGS NOT REQUIRED REFER TO SHEET 4
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150mm THICK MIN WELL COMPACTED AP20
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DN900 CONC PIPE SHOWN
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NATIVE SOIL, MIN 35 kPa (TO BE CONFIRMED ON SITE) SEE NOTE 5, SHEET 1 OF 6.
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150mm THICK PRECAST MANHOLE BASE AND RISER
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PVC PIPE SHOWN
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REFER TO DETAIL 2B(a) FOR CONFIGURATION IN AN EXISTING MANHOLE
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%%uSECTION
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(PRECAST MH SHOWN)
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FLOW
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%%UPLAN
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A
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A
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STANDARD PRECAST R/F CONCRETE RISER SECTION MIN 1050mm DIA.
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SAFETY STEPPED RUNG 300mm CENTRES OVER OUTLET. REFER TO SHEET 4
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LEVEL WITH SOFFIT
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REFER TO SHEET 3 FOR MANHOLE CONNECTION DETAILS
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PVC PIPE SHOWN
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CURVE CHANNELS TO ENSURE STREAMLINED FLOW
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REFER TO SHEET 3 FOR MANHOLE CONNECTION DETAILS
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40 MPa CONCRETE 100mm COVER
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40 MPa CONCRETE BEDDING AGAINST UNDISTURBED GROUND
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BENCHING AT 1 IN 8, REFER TO COP 1.6.4
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BENCHING AT 1 IN 8, REFER TO COP 1.6.4
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GRADE 316 SS OR PLASTIC PIPE CLIPS AND ANCHORS AS REQUIRED
GRITTED AREA NOTES 1. PIPE SIZES EXCEEDING DN300 - PIPE SIZES EXCEEDING DN300 - SEE ENGINEER FOR APPROVED DETAIL 2. PVC-U SOCKETS WITH GRITTED AREAS PVC-U SOCKETS WITH GRITTED AREAS ARE TO BE PURCHASED FROM AN APPROVED SUPPLIER. GRITTED AREAS ARE NOT TO BE MADE ONSITE. NOT TO BE MADE ONSITE. TO BE MADE ONSITE. 3. DIMENSIONS A & G MAY BE CUT TO SUIT WITH WRITTEN APPROVAL DIMENSIONS A & G MAY BE CUT TO SUIT WITH WRITTEN APPROVAL FROM THE ENGINEER
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DETAIL 3A PVC-U SEWER MAIN CONNECTION INTO CONCRETE MANHOLE - UP TO DN300 NTS
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DETAIL 3B RESTRAINED PE SEWER MAIN CONNECTION INTO CONCRETE MANHOLE- UP TO DN300 NTS
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DETAIL 3B NOTES: 1. PE M/H CONNECTOR TO BE FABRICATED OFF-SITE.PE M/H CONNECTOR TO BE FABRICATED OFF-SITE.
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CONCRETE CORBEL 40 MPa
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PVC-U SOCKET AND RUBBER RING
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PROPOSED PVC-U SEWER
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40 MPa CONCRETE
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GRITTED AREA AS FOR STANDARD PVC STARTERS/FINSIHERS
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NEW BENCHING
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CONCRETE CHANNEL
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EXISTING PRECAST MANHOLE WALL
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CONCRETE CORBEL 40 MPa - SEE NOTES DETAIL 3A
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ELECTROFUSION (SHOWN) OR BUTT WELD
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PROPOSED DN180 PE SEWER
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40 MPa CONCRETE
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HYDROPHILIC SEAL
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NEW BENCHING
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CONCRETE CHANNEL
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PE WELDED PUDDLE FLANGE
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DETAIL 3C VC SEWER MAIN CONNECTION INTO CONCRETE MANHOLE- UP TO DN300 NTS
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%%USCALE N.T.S.
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%%USCALE N.T.S.
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* SEE NOTE 3
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* SEE NOTE 3
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* SEE NOTE 3
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EXISTING PRECAST MANHOLE WALL
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CONCRETE CORBEL 40 MPa SEE NOTES DETAIL 3A.
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VC SOCKET AND RUBBER RING
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PROPOSED VC SEWER
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40 MPa CONCRETE
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NEW BENCHING
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VC CHANNEL
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WELL COMPACTED AP20
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PE M/H CONNECTOR, SEE NOTE 1
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GRITTED AREA
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GRITTED AREA
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A
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5302-3
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CORBEL NOTES D10 STARTERS AND D10 CAGE FOR ALL MANHOLES AND CONNECTORS STARTERS TO BE CHEMSET INTO MANHOLE WALL 50MM OVERLAP OF STEEL CAGE 50MM COVER ON ALL STEEL REINFORCING HOLE TO BE CORE DRILLED OR CUT 50mm MAX OVER SIZE OF THE PIPE DIAMETER HUMES BOND SEAL AROUND GRITTED STARTER BETWEEN WALL AND PIPE.
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%%UDETAIL A
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TYPICAL CORBEL DETAIL
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PE WELDED
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50mm COVER ON STEEL REINFORCING
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D10
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PIPE
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TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
NOTE: 1. STEP RUNGS TO BE 316 STAINLESS STEEL OR AN STEP RUNGS TO BE 316 STAINLESS STEEL OR AN APPROVED ALTERNATIVE
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NOTE: 1. MANHOLE LADDER TO BE USED WHERE MANHOLE MANHOLE LADDER TO BE USED WHERE MANHOLE EXCEEDS 3m IN DEPTH. 2. MANHOLE LADDERS TO BE 316 STAINLESS STEELMANHOLE LADDERS TO BE 316 STAINLESS STEEL
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NOTES: 1. DRAWING BASED ON NZS 4404:2004. WHERE DRAWING DIFFERS FROM DRAWING BASED ON NZS 4404:2004. WHERE DRAWING DIFFERS FROM STANDARD THIS DRAWING TAKES PRECEDENCE 2. MINIMUM LATERAL GRADIENT 1:80. MAXIMUM GRADIENT DESIRABLE 1:1. MINIMUM LATERAL GRADIENT 1:80. MAXIMUM GRADIENT DESIRABLE 1:1. STEEPER GRADIENT WILL BE PERMITTED TO MAINTAIN BUILDING AREA. PIPE TO BE SUPPORTED BY NATURAL GROUND WHERE POSSIBLE. 3. ALL LATERALS (FROM THE SEWER MAIN OR MANHOLES) TO BE FITTED ALL LATERALS (FROM THE SEWER MAIN OR MANHOLES) TO BE FITTED WITH AN INSPECTION PIPE AT THE PROPERTY BOUNDARY. 4. DN1050 SEWER MAIN AND DN300 CONNECTION SHOWN DN1050 SEWER MAIN AND DN300 CONNECTION SHOWN 5. THE DEFINITION OF A TRUNK SEWER IS DETAILED IN THE TDC COP THE DEFINITION OF A TRUNK SEWER IS DETAILED IN THE TDC COP SECTION 1, CLAUSE 1.3
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DETAIL 4C STANDARD CONNECTION FOR SEWER AND STORMWATER WITH A DEPTH TO INVERT < 2.50m SCALE 1:10
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PROPERTY BOUNDARY
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DETAIL 4D TO CONNECT EXISTING TRUNK SEWER AND STORMWATER (ONLY TO BE USED WHEN DIRECTED BY THE ENGINEER) SCALE 1:20
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SHORT PIPE, LENGTH AND MATERIAL TO SUIT
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CONCRETE CORBEL SEE DETAIL A SHEET 3
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HOLE TO BE CUT IN CONCRETE PIPE WITH SAW. CUT PIECE TO BE RETRIEVED - DO NOT LET IT FALL INTO SEWER/STORMWATER MAIN. (SMOOTH CUT EDGE)
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RUBBER RING
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CONCRETE SEWER MAIN
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APPLY EPOXY MORTAR TO GRITTED SURFACE OF STARTER AND RUBBER RING. INSERT STARTER INTO CONCRETE PIPE WITH RUBBER RING SEALING THE JOINT.
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APPLY EPOXY MORTAR INSIDE THE SEWER/STORMWATER MAIN AT THE PVC-U JOINT AND ENSURE A SMOOTH FINISH IS ACHIEVED ON THE INSIDE
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%%UPLAN
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CUT IN HOLE FOR CONNECTION TO BE BETWEEN 30° OF TOP AND BOTTOM OF MAIN PIPE
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BEND MAIN PIPE STEEL INTO CONCRETE CORBEL AND TIE TO D10 STIRRUP
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3mm FILLET WELD
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MAX. 750mm BELOW COVER LEVEL
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20mm DIA. RUNG
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60mm x 10mm FLAT
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165mm x 75mm x 75mm x 10mm BRACKET 25mm DIA. HOLE
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20mm DIA. STAINLESS STEEL
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SEAL BOLT
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40mm RADIUS
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40mm RADIUS
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45° BEND
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FLEXIBLE JOINT
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FACTORY MADE 'Y' JUNCTION
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DN100 LATERAL
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PVC SEWER MAIN
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BEDDING AS PER DETAIL 1 OF DRAWING 5301
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MAIN TRENCH
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45° BEND
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FLEXIBLE JOINT
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FACTORY MADE 'Y' JUNCTION
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DN100 LATERAL
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PROPERTY BOUNDARY
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%%USECTION
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B
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%%UCROSS SECTION
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A
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20mm DIA. STAINLESS STEEL
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20mm DIA. STAINLESS STEEL
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FLOW
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CONCRETE CORBEL SEE DETAIL A SHEET 3
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PVC-U STARTER SHOWN, STANDARD RCRRJ, CERAMIC SOCKET SHORT OR SIMILAR TRIMMED TO SUIT
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CONCRETE MAIN
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RUBBER RING
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TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
DETAIL 5A RAMPED RISER CONNECTION FOR SEWERS WITH A DEPTH TO INVERT > 2.50m SCALE 1:10
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NOTE: TOP OF RAMP RISER TO BE CLEARLY IDENTIFIED ON AS-BUILT PLANS
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PROPERTY BOUNDARY
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%%UELEVATION
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DETAIL 5B CLEANING EYE SCALE 1:10
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45° BEND
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FLEXIBLE JOINT
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FACTORY MADE 'Y' JUNCTION
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DN100 LATERAL MIN FALL 1:80
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PVC-U SEWER MAIN
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BEDDING AS PER DETAIL 1 OF DRAWING 5301
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MAIN TRENCH
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INSPECTION PIPE (REQUIRED ON ALL LATERALS)
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'Y' JUNCTION WITH SEALED CAP
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45° BEND
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FLEXIBLE JOINT
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FACTORY MADE 'Y' JUNCTION
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'Y' JUNCTION WITH SEALED CAP
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MIN 450 MAX 1500
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45° BEND
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DN100 LATERAL
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'Y' JUNCTION
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SEALING CAP WITH HANDLE (BAYONET SCREW OR RR ROLL FIT)
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SITE CONCRETE
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VALVE BOX (HEAVY DUTY) AND PRECAST CONCRETE FRAME
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%%UCROSS SECTION
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A
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150mm SURROUND OF AP20
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INSPECTION PIPE (REQUIRED ON ALL LATERALS)
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END ELEVATION
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MAINTENANCE ACCESS POINT DISTRICT WIDE N.T.S
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45° BEND
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100mm DIAMETER MINIMUM
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45° 'Y' JUNCTION
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SEALED SCREW CAP
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300x260 POLYETHYYLENE METER BOX FITTED WITH A BLACK OR RED LID
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BOUNDARY
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FLOW
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PUBLIC SEWER LATERAL
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FROM CUSTOMERS PREMISES
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POINT OF DISCHARGE (100mm DIAMETER MINIMUM SIZE)
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NOTES: 1. MAINTENANCE ACCESS POINT TO BE INSTALLED ON THE PRIVATE SEWER MAINTENANCE ACCESS POINT TO BE INSTALLED ON THE PRIVATE SEWER DRAIN PRIOR TO THE BOUNDARY 2. WHERE A BUCHAN TRAP IS INSTALLED THE ACCESS POINT IS TO WHERE A BUCHAN TRAP IS INSTALLED THE ACCESS POINT IS TO INSTALLED AFTER THE BUCHAN AND PRIOR TO THE BOUNDARY 3. WHERE THE ACCESS POINT IS LOCATED INSIDE A BUILDING THE COVER WHERE THE ACCESS POINT IS LOCATED INSIDE A BUILDING THE COVER SHALL BE SEALED AT FLOOR LEVEL 4. THIS IS A REQUIREMENT FOR CONNECTION AND DISCHARGE TO COUNCILS THIS IS A REQUIREMENT FOR CONNECTION AND DISCHARGE TO COUNCILS SEWER NETWORK INFRASTRUCTURE AS PER TDC BY LAW CHAPTER 15 5. OTHER METHODS OF BUCHAN INSTALLATION MAY BE USED PROVIDED A OTHER METHODS OF BUCHAN INSTALLATION MAY BE USED PROVIDED A WATER SEAL CAN BE ACHIEVED 6. WHERE A BUCHAN TRAP IS TO INSTALLED IN A BUILDING THE FAI ACCESS WHERE A BUCHAN TRAP IS TO INSTALLED IN A BUILDING THE FAI ACCESS POINT IS TO BE SEALED USING A SCREW CAP AND THE FAI DIRECTED EXTERNALLY
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COUNCIL
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PRIVATE ASSET
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PRIVATE PROPERTY
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INSPECTION PIPE
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110 DIAMETER UPVC PIPE
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FRESH AIR INLET
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FRESH AIR INLET RISER PIPE
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FLOW
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BOUNDARY TRAP / BUCHAN TRAP TIMARU ONLY N.T.S
TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
BASE PLATE TO BE HOT DIPPED GALV. TO PREVENT TUBE MIGRATION
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DN600 HELLICOIL PIPE TO FREE DRAINING SUB SOILS APPROX 4m TO 6m IN DEPTH. PERFORATE HELLICOIL WITH 150x50 SLOTS AT 600 VERTICAL CENTRES AND AT 90° INTERVALS FOR BOTTOM 2.5m STARTING 300mm ABOVE BOTTOM. PERFORATIONS TO BE PAINTED WITH ANTI-OXIDISING PAINT TO WHERE GALVANISING DISTURBED
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NOTE: NON WOVEN NEEDLE PUNCHED (BIDIM) GEOTEXTILE SURROUNDING 10MM STAINLESS STEEL CAGE TO BE FITTED INSIDE HELLICOIL PIPE 500MM. CAGE TO BE FIXED 500MM. CAGE TO BE FIXED TO PRECAST MANHOLE LID AT TOP.
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ROCK SURROUND. DIMENSIONS VARY. NO FINES, MINIMUM 0.38 VOID RATIO.
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STREET DRAINAGE SUMP SIZE TO VARY EMERGENCY OVERFLOW/BACKDROP BEHIND SUMP GRATING TO BE INCORPORATED IN SUMP INSTALLATION
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STORMWATER SOAK PIT TO BE LOCATED WITHIN WIDTH OF FOOTPATH OR PARKING LANE
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CORBEL
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FLEXIBLE JOINT
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DN225 PVC STORMWATER PIPE MINIMUM GRADE 1% WITH GRITTED STARTERS, AND QUICKLOCK FITTING TO 225MM ELBOW. ELBOW TO BE REMOVEABLE TO 225MM ELBOW. ELBOW TO BE REMOVEABLE TO TAKE OUT BIDIUM ENCLOSED CAGE
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KORUM FRAME & COVER TO BE FLUSH WITH FINISHED SURFACE
NOTES: 1. USE HYNDS PRECAST UNITS (OR SIMILAR APPROVED) IN CONJUNCTION WITH USE HYNDS PRECAST UNITS (OR SIMILAR APPROVED) IN CONJUNCTION WITH MANUFACTURERS INSTRUCTIONS 2. DIMENSIONS IN MILLIMETRES DIMENSIONS IN MILLIMETRES 3. DESIGNER TO PROVIDE ADEQUATE SCOUR PROTECTION USING GABION DESIGNER TO PROVIDE ADEQUATE SCOUR PROTECTION USING GABION MATTRESSES (OR SIMILAR APPROVED) 4. WW1050 WITH DN900 CONC PIPE SHOWNWW1050 WITH DN900 CONC PIPE SHOWN
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SHORT 700 - 1000mm LENGTH
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FLEXIBLE JOINT
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EPOXY MORTAR
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PRECAST MANHOLE LID (TYP DN1200). LID TO BE DESIGNED TO ACCOMMODATE HN-H0-72 LOADINGS MIN THICKNESS 150mm
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REINSTATEMENT TO MATCH EXISTING
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FLEXIBLE JOINT
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SHORT 700-1000mm LENGTH
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EPOXY MORTAR
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NATIVE SOIL, MIN 35 kPa (TO BE CONFIRMED ON SITE)
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%%USECTION
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A
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-
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75mm THICK MIN BLINDING OR BEDDING
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EPOXY MORTAR
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DN110 NOVAFLOW APPROXIMATELY 2m IN LENGTH
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CORE DRILL THROUGH PRECAST HEADWALL, EXPOSED REINFORCEMENT TO BE TREATED WITH SIKA MONOTOP 610 TO PREVENT EROSION
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GEOTEXTILE BIDIM A34 OR SIMILAR APPROVED. ANY OVERLAPS TO BE A MINIMUM OF 300mm
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GEOTEXTILE BIDIM A34 OR SIMILAR APPROVED. ANY OVERLAPS TO BE A MINIMUM OF 300mm
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RENO MATTRESS OR SIMILAR APPROVED EROSION CONTROL. SITE SPECIFIC DESIGN REQUIRE, TYPICAL DIMENSIONS SHOWN IN TABLE
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600mm CLEAR OPENING (TO BE CENTRED)
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NATIVE GROUND
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FRAME TO BE FIXED DOWN USING EPOXY MORTAR AND M12 DYNABOLTS
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QUICKLOCK FITTING
D
-
CATCHPIT SIZES H W D TOTAL MASS
675 x 450 x 1200 1200 675 450
621kg
675 x 450 x 1650 1650 675 450
900kg
57
57
TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
NOTES: 1. USE HUMES PRECAST UNITS (OR SIMILAR APPROVED) IN CONJUNCTION WITH STANDARD TDC USE HUMES PRECAST UNITS (OR SIMILAR APPROVED) IN CONJUNCTION WITH STANDARD TDC SUMP GRATING AND FRAME. 2. THE EMERGENCY OVERFLOW OR BACKDROP BEHIND THE SUMP GRATING MUST BE INCORPORATED THE EMERGENCY OVERFLOW OR BACKDROP BEHIND THE SUMP GRATING MUST BE INCORPORATED IN THE PRECAST SUMP INSTALLATION. 3. ALL STORMWATER SUMP LATERALS TO BE LAID AT -1.00% MINIMUM GRADE. ALL STORMWATER SUMP LATERALS TO BE LAID AT -1.00% MINIMUM GRADE. 4. CONCRETE STRENGTH 25MPa. CONCRETE STRENGTH 25MPa. 5. CATCHPIT TO BE 1.65m MAXIMUM DEEP MAX. CATCHPIT TO BE 1.65m MAXIMUM DEEP MAX. 6. HALF SIPHON TO BE USED IN ALL CASES. HALF SIPHON TO BE USED IN ALL CASES. 7. GRATES SHALL BE MAX Q 800 x 500. GRATES SHALL BE MAX Q 800 x 500. 8. TRANSITION - KERB HEIGHT CHANGES FROM 150mm TO 165mm. TRANSITION - KERB HEIGHT CHANGES FROM 150mm TO 165mm. 9. CAPACITY OF DIA 225 SIPHON OUTLET, LIMIT TO 50 l/s. CAPACITY OF DIA 225 SIPHON OUTLET, LIMIT TO 50 l/s. 10. ALL WORK IN THE ROAD RESERVE SHALL HAVE AN APPROVED CORRIDOR ACCESS REQUEST ALL WORK IN THE ROAD RESERVE SHALL HAVE AN APPROVED CORRIDOR ACCESS REQUEST (C.A.R.) AND WORKS APPROVAL PERMIT (W.A.P.) PRIOR TO COMMENCEMENT OF WORK.
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%%UPLAN
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%%UELEVATION
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DETAIL 2B BACK ENTRY STORMWATER SUMP/CATCHPIT SCALE 1:20
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NOTES: 1. USE T.D.C. APPROVED PRECAST UNITS IN USE T.D.C. APPROVED PRECAST UNITS IN CONJUNCTION WITH MANUFACTURERS INSTRUCTIONS
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%%USECTION
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D
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-
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%%UPLAN
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%%USECTION B-B DOUBLE SUMP
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300 PIPE( 225 FOR SINGLE SUMPS)
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CATCH BUND ON DOWN STREAM SIDE OF EACH SUMP GRATE
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%%USECTION A-A
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FERNCO COUPLER SHEAR BAND FLEXIBLE JOINT
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STANDARD KERB & CHANNEL
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ROAD
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-
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A
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-
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B
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LIP OF CHANNEL
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KERB FACE
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STANDARD KERB AND CHANNEL
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DIMENSION MAXIMUM WHEN SUMPS ON GRADE. NO UPSTAND WHERE SUMP LEVEL & WATER APPROACHES FROM BOTH DIRECTIONS.
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T.D.C. STANDARD CASTING. REFER DRG B-2983 SHT 3 OR AS APPROVED BY ENGINEER
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CHANNEL INVERT
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CHANNEL DISHED TO CENTRE
SECTION A-A
CHANNEL INVERT
KERB
970 m
ax
SECTION B-B
FOOTPATH
STANDARD KERB & CHANNEL
ROADWAY
PLAN
720
540
400 ctrs
540 FRAME
12mm M.S. CHEQUER PLATE
GALVANISED
LIP OF CHANNEL
60x5 M.S. EQUAL ANGLE
75x10mm M.S. PLATE FRAME
125
10
150
250
150 560 150
CONCRETE SHAPED TO SUIT LID
Ø14mm S.S ROD PIVOT
70x40x10mm M.S. PLATE HINGES
380 m
in
150 380 150
860 680
FERNCO COUPLER SHEAR
BAND FLEXIBLE JOINT
NOTE: ALL STEEL TO BE HOT DIPPED GALVANISED
TIMARU DISTRICT COUNCIL
2 King George Place
P.O. Box 522
Timaru 7940
Telephone: 03 687 7200
Website: www.timaru.govt.nz
DO NOT SCALE - IF IN DOUBT ASK
REVISION CHK DATEAPP.No. BY
Original Sheet Size A1 (841 x 594)
TITLE:PROJECT:
SURVEYED
DRAWN
APPROVED
NAME DATE
DESIGNED
DRG CHECK
DESIGN CHECK
ELEC.PWR
INITIAL DATE
WATER
DRAINAGE
ROADING
TELECOM
PLANNING
PARKS
ORIGINAL
SCALE (A1):
PRODUCED BY:
THIS DOCUMENT IS THE PROPERTY OF THE TIMARU DISTRICT
