TIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: Website:

Size: px

Start display at page:

Download "TIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: Website:"

Bertram Casey
6 years ago
Views:

1 INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg AS SHOWN PERMISSION O THE CODE O PRACTICE TYPICAL PRECAST CONCRETE MANHOLE DETAILS 1 13

2 A B INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg AS SHOWN PERMISSION O THE CODE O PRACTICE TYPICAL PRECAST CONCRETE MANHOLE DETAILS & DROP STRUCTURES 2 13

3 PIPE DN A* B C D PIPE DN E G* H PIPE DN A* B C D PIPE DN E G* H INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg NOT TO SCALE PERMISSION O THE CODE O PRACTICE ACCESS REURBISHMENT & CONNECTION DETAILS TO CONCRETE MANHOLE 3 13

4 A Ḇ INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg AS SHOWN PERMISSION O THE CODE O PRACTICE MANHOLE LADDER, STEP RUNG & LATERAL CONNECTIONS 4 13

5 A INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg AS SHOWN PERMISSION O THE CODE O PRACTICE SERVICE LATERAL / CLEANING EYE / RAMPED RISER 5 13

6 INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg AS SHOWN PERMISSION O THE CODE O PRACTICE POLE VENT DETAILS 6 13

7 A PRODUCT CODE NOMINAL PIPE DIAMETER WINGWALL TYPE A B C D E G t WEIGHT WW to 300 STANDARD 190/ kg WW to 675 STANDARD 390/ kg WW0600L 300 to 600 LONG THROAT 370/ kg WW to 1050 STANDARD 720/ kg WW to 1350 STANDARD 1380/ kg WW to 1800 STANDARD 1727/ kg STANDARD RENO MATTRESS SIZES LENGTH WIDTH HEIGHT and above SPECIAL INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE INLET / OUTLET DETAILS AND SOAKAGE PIT 7 13

8 Ḏ CATCHPIT SIZES H W D TOTAL MASS 675 x 450 x kg 675 x 450 x kg INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE TYPICAL SUMP / CATCHPIT DETAILS 8 13

9 12mm M.S. CHEQUER PLATE GALVANISED ctrs OOTPATH 540 STANDARD KERB & CHANNEL LIP O CHANNEL ROADWAY PLAN 75x10mm M.S. PLATE RAME 540 RAME 60x5 M.S. EQUAL ANGLE CONCRETE SHAPED TO SUIT LID KERB CHANNEL INVERT NOTE: ALL STEEL TO BE HOT DIPPED GALVANISED 380 min 970 max 70x40x10mm M.S. PLATE HINGES Ø14mm S.S ROD PIVOT ERNCO COUPLER SHEAR BAND LEXIBLE JOINT SECTION AA SECTION BB INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE SYPHON KERB EXIT DETAILS 9 13

10 SEE NOTE 1 SPLAY TYPE PRECAST CONCRETE CATCHPIT LID B SPLAY TYPE PRECAST CONCRETE CATCHPIT LID LIGHT DUTY MANHOLE LID CAST RAME INTO CONCRETE B A JOINT SEALANT REQUIRED A LID RONT ELEVATION CHANNEL 17.5MPa CONCRETE CASTINSITU 17.5MPa CONCRETE CASTINSITU Ø750mm PRECAST CHAMBER RISER SEE NOTE MPa CONCRETE CASTINSITU BASE TRANSITION SINGLE SEE NOTE 1 SECTION AA ISOMETRIC VIEW C DOUBLE SEE NOTE 1 BULLNOSE EDGE 25mm ALL + GRADE O STREET MIN ALL ORM RECESSES AND SHAPE CHANNEL AS DETAILED C 17.5MPa CONCRETE CHANNEL CASTINSITU 25mm ALL + GRADE O STREET MIN ALL PLAN CATCHPIT LID SINGLE SPLAY TRANSITION Ø750mm PRECAST CHAMBER RISER. CHANNEL 17.5MPa CONCRETE CASTINSITU BULLNOSE TYPE PRECAST CONCRETE CATCHPIT LID 17.5MPa CONCRETE CASTINSITU SLAB 100mm THICK Ø750mm PRECAST CHAMBER (HEIGHT) ISOMETRIC VIEW ERNCO COUPLER SHEAR BAND SECTION AA SECTION BB 17.5MPa CONCRETE CASTINSITU BASE SECTION AA SIDE ELEVATION NOTES: 1. ALL GRADES AND ALL INDICATED ARE CRITICAL 2. PIT LID TO BE LUSH WITH SURROUNDING SURACES mm ALL + GRADE O STREET MIN. ALL. 4. ALL WORK IN THE ROAD RESERVE SHALL HAVE AN CORRIDOR ACCESS REQUEST (C.A.R.) AND WORKS APPROVAL PERMIT (W.A.P.) PRIOR TO COMMENCEMENT O WORK. REINORCE WITH 3 x 12mm BARS LENGTH O NEW PIT CHANNEL SECTION CC INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE SINGLE & DOUBLE STORM SPLAY PIT 10 13

11 ROADWAY OOTPATH R.O.W. DIRECTION O LOW STANDARD VEHICLE CROSSING DELECTOR ACROSS END O SUMP STORM ITTING CAST INTO SUMP WALL STANDARD KERB AND CHANNEL 2 Ø100 PVC BOUNDARY ALL NOTE: ALL WORK IN THE ROAD RESERVE SHALL HAVE AN CORRIDOR ACCESS REQUEST (C.A.R.) AND WORKS APPROVAL PERMIT (W.A.P.) PRIOR TO COMMENCEMENT O WORK. NTS REER TO SHEET 12 OR DETAILS O STORM ACROSS OOTPATH AND KERB OUTLET ( BUBBLE UP TYPE SUMP ) KERB DELECTOR ACROSS END R.O.W. GRATING LEVEL CHANNEL INVERT 2 Ø100mm PVC GRITTED STARTER Scale 1:10 Scale 1:10 INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE ACCESS OR RIGHT O WAY SUMP 11 13

12 // // // // // // // BOUNDARY STANDARD OOTPATH GRADE 4% SAWCUT & EPOXY IX CUT END TO BE COLD GALVANISED STANDARD STREET GRADE 3% PRIVATE Ø100mm STORM PVC RECTANGLE TO ROUND ADAPTER EPOXY MORTAR / SILICON SEALED CUT END TO BE COLD GALVANISED 100mm x 75mm x 3mm HOT DIPPED GALVANISED RHS CONNECTION ROM BOUNDARY TO KERB TYPICAL STORM ACROSS OOTPATH N.T.S. ALL SURACE REINSTATEMENT TO BE ASPHALTIC CONCRETE OOTPATH 2 GAVLINIZED STEEL PIPE EW OR PVC PRIVATE STORM PIPE PVC TO STEEL ADAPTER ALL BEDDING AND TOP COURSE TO BE AP20 AND COMPACTED TO CLEGG IMPACT VALUE (CIV) 35 25mm DEEP ASPHALTIC CONCRETE OR OOTPATH 30mm DEEP ASPHALTIC CONCRETE OR ENTRANCEWAY KERB KERB TO BE SAWCUT. BACK ILL KERB AND CHANNEL WITH EPOXY MORTAR (HUME BOND) OR SIMILAR PRIVATE PROPERTY BOUNDARY OOTPATH PVC 45 BEND JOINER BOK TOK / INVERT VEHICLE ACCESSWAY 1 PRIVATE PROPERTY BOUNDARY ROAD RESERVE 45 BEND PVC CHANNEL GRASS BERM KERB & CHANNEL SECTION AA N.T.S. SECTION BB N.T.S. ROADWAY PLAN O CROSSING DETAIL ALL JOINTS ARE TO BE BUTT JOINTED 1. 1 PREERED SOLUTION ONE COMPLETE SECTION O GALVINISED STEAL PIPE ROM BOUNDARY TO KERB AND CHANNEL ACCEPTABLE SOLUTION USING PVC 45 BEND/JOINER I OPTION 1 IS NOT ACHIEVABLE PVC BEND CAN BE USED TO NEGOTIATE OBSTACLES IN THE OOTPATH. 4. IT IS PREERRED THAT ADAPTER AND CHANGE O DIRECTIONS ARE COMPLETED OUTSIDE THE OOTPATH BOUNDARY. 5. ALL JOINTS ARE TO BE BUTT JOINTED. 6. ALL JOINTS TO BE SEALED USING SILICONE SEALANT NOTES: ALL WORK IN THE ROAD RESERVE SHALL HAVE AN CORRIDOR ACCESS REQUEST (C.A.R.) AND WORKS APPROVAL PERMIT (W.A.P.) PRIOR TO COMMENCEMENT O WORK. STORM OUTLETS ARE TO BE PLACED AT LEAST 0.2m ROM THE WING O VEHICLE CROSSING OPTION 1 IS THE PREERRED INSTALLATION OPTION JOINT DETAIL INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE PIPED STORM OOTPATH CROSSING DETAIL OPTION

13 BOUNDARY STANDARD OOTPATH GRADE 4% ADAPTOR SEE DETAIL STANDARD KERB & CHANNEL MINIMUM COVER TO PIPE MANUACTURES REQUIREMENTS STANDARD STREET 3% PRIVATE Ø100mm STORM 100mm PVC LAID LEVEL SN16 TYPICAL STORM ACROSS OOTPATH (REQUIRING LOCAL AUTHORITY APPROVAL) N.T.S. OOTPATH OR GRASS BERM LEVEL. STANDARD CAST IRON RAME AND COVER REER TO NOTES. GRITTED STARTER KERB GRITTED STARTER PVC KERB ENTRY ADAPTOR INSPECTION BOX SIZE DEPENDING ON DEPTH SEE NOTES. TO BE SITTED AS CLOSE AS POSSIBLE TO KERB & CHANNEL. ENGINEER TO CONIRM POSITIONS ON SITE. IN BERM AREAS RAME TO BE 5mm BELOW KERB LEVEL. PVC KERB ENTRY ADAPTOR TO BE LAID LAT AND AS LOW AS POSSIBLE AT EDGE O CHAMER IN CHANNEL STANDARD K&C CHANNEL BACK ILL KERB AND CHANNEL WITH EPOXY MORTAR (HUME BOND) OR SIMILAR ULLY GRITTED ROM PROPERTY SECTION BB EXISTING HOUSE DRAIN STORM PIPE LAID WITH ALL TO KERB INSPECTION BOX TO BE INSTALLED DIRECTLY BEHIND KERB AND CHANNEL 17.5 mpa CONCRETE (MINIMUM) DETAILS OR STORM INSPECTION BOX ACROSS OOTPATH N.T.S. AC ASPHALTIC CONCRETE TO MATCH EXISTING OOTPATH BOUNDARY OOTPATH TOPCOURSE WELL COMPACTED Ø 100mm PVC ERNCO COUPLER SHEAR BAND PRIVATE STORM Ø100mm PVC NOTES: GRANULAR BEDDING ALL WORK IN THE ROAD RESERVE SHALL HAVE AN CORRIDOR ACCESS REQUEST (C.A.R.) AND WORKS APPROVAL PERMIT (W.A.P.) PRIOR TO COMMENCEMENT O WORK. USE 225mm x 175mm INSPECTION BOX UP TO 300 DEPTH TO INVERT (LOWEST PIPE) SECTION AA E.W. TO PVC ADAPTOR BASED ON CHRISTCHURCH CITY COUNCIL "TRAICABLE HOUSE DRAIN SUMP RAMES AND COVERS" STANDARD DRAWING BASED ON CHRISTCHURCH CITY COUNCIL "TRAICABLE HOUSE DRAIN INSPECTION BOX " STANDARD DRAWING OPTION 2 REQUIRES ENGINEERING APPROVAL INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg PERMISSION O THE CODE O PRACTICE PIPED STORM OOTPATH CROSSING DETAILS OPTION

MANHOLES PART I: GENERAL. A. Precast Concrete Manholes

MANHOLES PART I: GENERAL. A. Precast Concrete Manholes MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a