NOTES AND SPECIFICATIONS

GENERAL
1. MINIMUM REQUIREMENTS ARE INDICATED ON
THE DRAWING. THE CONSULTANT / DESIGNER
RODDING EYE (SEE DWG NO MANHOLE IS RESPONSIBLE AND LIABLE FOR FURTHER
STD-SR-009 FOR DETAIL) DETAILS AND TO ENSURE EFFECTIVE
N.G.L. OPERATION AND MAINTENANCE OF THE
INSTALLATION.
2. THE SIGNATURE OR INITIALS ON THIS
DRAWING OF COE OFFICIAL DOES NOT
REMOVE ANY RESPONSIBILITY WHATSOEVER
FROM THE CONSULTANT / DESIGNER.

1.2m - 1.5m DEEP

3. THE CONSULTANT / DESIGNER REMAINS
RESPONSIBLE TO ENSURE THAT ALL THE
GUIDELINES, STANDARD DRAWINGS,
STANDARDS AND SPECIFICATIONS OF THE
WATER AND SANITATION DEPARTMENT HAVE
BEEN MET AND ARE COMPLIED WITH IN THE
DESIGN.
160mm Ø MUNICIPAL 4. ALL MATERIAL AND WORKMANSHIP MUST
SEWER LINE 1:80 FALL COMPLY WITH THE REQUIREMENTS OF THE
LATEST RELEVANT SANS STANDARD.
5. FINAL POSITION OF SERVICES TO BE
LONG RADIUS BEND
DETERMINED ON SITE.
HOUSE CONNECTION POINT 6. ALL DIMENSIONS TO BE CHECKED AND
HOUSE CONNECTION POINT APPROVED ON SITE.
7. ALL DIMENSIONS ARE IN mm (UNLESS
OTHERWISE SPECIFIED).
RODDING EYE FOR MANHOLES DEEPER THAN 8. DO NOT SCALE FROM THESE DRAWINGS.
1.5m OR WHEN OBSTRUCTIONS ARE PRESENT 9. CLASS OF CONCRETE UNLESS OTHERWISE
SECTION - MANHOLES BETWEEN 1.2m - 1.5m DEEP RODDING EYE LINE NOT LONGER THAN 15m SPECIFIED ON DRAWING DETAILS:
SCALE 1:25 ERF OTHERWISE PROVIDE A MANHOLE REINFORCED CLASS 30/19
2m x 1m MUNICIPAL THRUST BLOCKS CLASS 20/19

1250
SERVITUDE BLINDING CLASS 15/19
ERF BOUNDARY FLOOR SCREED SAND : CEMENT = 3 : 1
MH 10. PRE-CAST CONCRETE RINGS AND COVER
RODDING EYE 160mm Ø 1:80 FALL
ACCESS SERVITUDE SLABS TO COMPLY WITH SANS 1294.
BUILDING LINE 11. JOINTS BETWEEN CONCRETE RINGS AND
ERF BOUNDARY BETWEEN COVER SLABS AND BETWEEN
RINGS AND FLOORS TO BE SEALED WITH
BUILDING LINE ERF BITUMEN SEALANTAPPROVED
( BY THE
DESIGNER).
REMAINDER 12. SEWERS INSTALLED WITHIN ROAD RESERVE
BOUNDARIES MUST BE POSITIONED IN
ERF ACCORDANCE WITH THE APPLICABLE
PORTION 1 SERVICES LAYOUT DRAWING.

PARTICULAR:

MUNICIPAL SEWER
ERF BOUNDARY
BUILDING LINE

BUILDING LINE
RODDING EYE WHEN MANHOLE IS DEEPER THAN 1. MAXIMUM 3 DWELLING UNITS ON NEW SEWER

ERF BOUNDARY
ERF BOUNDARY

BUILDING LINE
BUILDING LINE
1.5m OR WHEN OBSTRUCTIONS ARE PRESENT LINE.
(SEE DWG NO STD-SR-009 FOR DETAIL) 2. POLYMER RESIN RODDING EYE COVER AND
RODDING EYE (SEE DWG NO
STD-SR-009 FOR DETAIL)
RODDING EYE (SEE DWG NO
STD-SR-009 FOR DETAIL)
B FRAME IN ACCORDANCE WITH SANS 50124
(SABS EN124).
N.G.L.
A

1.5m AND DEEPER

160mm Ø MUNICIPAL BUILDING LINE BUILDING LINE
SEWER LINE 1:80 FALL
ERF BOUNDARY ERF BOUNDARY
LONG RADIUS BEND
HOUSE CONNECTION POINT
HOUSE CONNECTION POINT ERF
45° SADDLE

TYPICAL PLAN LAYOUT

SCALE 1:200

LONG RADIUS BEND

SECTION - MANHOLES DEEPER THAN 1.5m

SCALE 1:25

AMENDMENTS WATER AND SANITATION DESIGNED CONTRACT No. PROJECT TITLE

APPROVED ON BEHALF OF:
NR DATE APPROVED DESCRIPTION OPERATIONS DIVISION NAME:.........................................
STANDARD GUIDELINE DRAWINGS
NAME:............................................................. PROF REG No:.......................
SIGNATURE:............................... DATE:....................... PROJECT No.
DRAWN DRAWING TITLE
SIGNATURE:.................................................. DATE:.......................
NAME:......................................... SHEET No.
PROJECTS DIVISION CONSULTANT DETAILS TO BE
PLACED HERE SIGNATURE:............................... DATE:.......................
STANDARD DRAWING: SEWER RETICULATION
NAME:............................................................. PROF REG No:.......................
APPROVED
TYPICAL SEWER LAYOUTS FOR SUBDIVISIONS
SIGNATURE:.................................................. DATE:....................... PAPER SIZE
NAME:......................................... PROF REG No:.......................
PLANNING DIVISION A1
SIGNATURE:............................... DATE:.......................
WATER AND SANITATION NAME:............................................................. PROF REG No:....................... SCALE CoE DRAWING NUMBER
CONSULTANT DRAWING NUMBER
DEPARTMENT SIGNATURE:.................................................. DATE:....................... REVISION
STD-SR-010 REVISION