SETTING OUT DETAILS Manhole Y X MH 1.42A MH 1.41A MH - 1.40A MH-1.39A MH-1.38A MH-1.37A MH-1.36A MH-1.35A MH-1.34A MH-1.1A MH-1A MH-2A MH-3A MH-4A MH-5A -86068.110 -86060.564 -86044.181 -86040.876 -86038.460 -86035.072 -86048.108 -86059.847 -86074.247 -86077.350 -86073.434 -86051.932 -86030.700 -86023.955 -85986.275 3181183.157 3181208.506 3181264.056 3181312.615 3181360.407 3181411.993 3181481.683 3181540.314 3181616.197 3181631.516 3181632.269 3181664.794 3181688.023 3181716.572 3181771.362 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 Datum 90 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 Datum 58 126.688 125.171 118.873 113.658 107.654 102.442 98.828 96.114 94.537 94.265 93.916 92.609 91.817 91.588 0.000 26.448 84.364 133.035 180.888 232.585 303.484 363.279 440.516 456.146 460.134 499.124 530.594 559.929 MH 1.42A MH 1.41A MH - 1.40A MH-1.39A MH-1.38A MH-1.37A MH-1.36A MH-1.35A MH-1.34A MH-1.1A MH-1A MH-2A MH-3A MH-4A GRP SN5000 PN10 TO SABS 1748-2004 GRP PN10 TO SABS 1748-2004 400 mm 600 mm 26.448 m 57.916 m 48.671 m 47.853 m 51.697 m 70.899 m 59.795 m 77.237 m 15.630 m 3.988 m 38.990 m 31.470 m 29.335 m 5.687 % 10.874 % 10.715 % 12.547 % 10.101 % 5.102 % 4.539 % 2.042 % 3.218 % 2.633 % 3.373 % 2.517 % 0.781 % 124.875 123.371 117.073 111.858 105.854 100.632 97.015 94.301 92.724 92.021 91.916 90.601 89.809 89.580 123.371 117.073 111.858 105.854 100.632 97.015 94.301 92.724 92.221 91.916 90.601 89.809 89.580 1.81 1.80 1.80 1.80 1.80 1.81 1.81 1.81 1.81 2.24 2.00 2.01 2.01 2.01 PñV PñV PñV PñV PñV PñV PñV PñV PñV PñV PñV PñV PñV CHAINAGE GROUND LEVEL MANHOLE NAME INLET / OUTLET LEVEL PIPE TYPE / SIZE LENGTH / SLOPE CAPACITY (MAXIMUM) DEPTH TO INVERT Manhole MH 1.42A to MH-4A Vertical Scale 1:150 Horizontal Scale 1:1000 ¡ ¡ ¡ ¡ ¡ ¡ ¡ [ ¡ Pipe Culverts CP 16 CP 16B MH 16A CP 17 SW5 SW6 SW7 SW3 SW4 ¡ )& &2' &ODVV & 3XPSLQJ*UDYLW\ 0DLQ ¡ 3XPSLQJ*UDYLW\ 0DLQ ¡ 3XPSLQJ*UDYLW\ 0DLQ ¡ ¡ ¡ ¡ 6FRXU Y14.1.28.4 Y14.1.28.7 MH1.43 MH1.41 MH1.42 MH1.40 MH1.39 MH1.38 MH1.37 MH1.21 MH1.22 MH1 MH1.22.1 MH1.22.2 MH1.22.3 MH1.35 MH1.36 MH1.19 MH1.20 MH1.34 MH1.1 MH3 MH2 MH1 MH1.2 MH1.5 MH1.3 MH1.4 MH4 President Swart Avenue SEWER SERVITUDE 2.0m WIDE Building Restriction Servitude Water Pipeline Serv. Sewer Servitude 2.0m wide Sewer Servitude 2 SEWER SERVITUDE 2.0m WIDE Electric Power Transmission Line Servitude Electric Power Transmission Line Servitude Pipeline Servitude EPTL Servitude Electric Power Transmission Line Servitude 8414 3220 8415 8419 8418 8416 8417 8420 8446 Rem 8400 3960 8422 8421 8452 MR 166 CENTRE LINE OF EPTL 8424 8453 8423 3794 8450 8431 843 Rem 8400 Rem 8400 RHV RHV RHV ? ¡ ¡ Sewer Servitude E.P.T.L.S. Fukwe Street B18 B19 B20 B21 B22 B23 BM1 BM14 MH 1.42A MH 1.41A MH - 1.40A MH-1.39A MH-1.38A MH-1.37A MH-1.36A MH-1.35A MH-1.34A MH-1.1A MH-1A MH-2A MH-3A MH-4A Direction of Flow MATCHED SOFFIT HOUSE CONNECTION TO BE MOVED TO CONNECT TO MH-1,39A HOUSE CONNECTION TO BE MOVED TO CONNECT TO MH-1,37A 2 x HOUSE CONNECTIONS TO BE MOVED TO CONNECT TOGETHER THEN INTO MH-1,35A HOUSE CONNECTION TO BE MOVED TO CONNECT TO MH-1,34A TIE IN EXISTING SEWER TO MH-1,1A TERMINAL MANHOLE CROSS EXISTING OUTFALL +25,=217$/ %(1' +25,=217$/ %(1' +25,=217$/ %(1' Client Project Description Revision No. Project No. Drawing No. Designed Drawn Design compliance Dwg checked BY REVISIONS DATE No. Scale Date DATE for : UWP CONSULTING Drawing Description UWP CONSULTING (PTY) LTD P.O. BOX 13888 CASCADES, 3202 TEL: (033) 347 7900 FAX: (086) 558 8493 E-MAIL: [email protected] M.H ISSUED FOR DISCUSSION 27-06-14 A M.H ISSUED FOR E.I.A APPROVAL 20-10-14 B B 31252-200 31252 25-06-2014 AS SHOWN D. Wing D. Wing S. Zitha M. Holmes LONGSECTION (SHEET 1 OF 10) LAYOUT PLAN & GRAVITY OUTFALL SEWER EMPANGENI SOUTHERN CITY OF uMHLATHUZE LEGEND 352326(' PP *53 31 6(:(5 3,3( EXISTING SEWER LINE 352326(' PP *53 31 6(:(5 3,3( EXISTING WATER LINE SERVITUDE BOUNDARIES EXISTING STORMWATER 0 15m AT ORIGINAL 1 : 150 SCALE 5 10 NATURAL GROUND LINE Layout Plan Scale 1:1000 BENCHMARK SETTING OUT DETAILS POINT Y X Z BM14 -86104.421 3181225.447 130.574 BM15 -86096.728 3181744.481 100.091 0 5 10 25 50 75m AT ORIGINAL 1 : 1 000 SCALE 352326(' PP *53 61 31 SEWER RISING MAIN GENERAL NOTES 1. DRAWINGS MUST NOT BE SCALED. 2. ALL LEVELS AND DIMENSIONS ARE IN METRES 3. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH SABS 1200 SERIES OF SPECIFICATIONS. 4. ALL PIPES TO BE LAID ON A CLASS C BEDDING UNLESS OTHERWISE STATED. 5. MINIMUM TRENCH WIDTH TO BE IN ACCORDANCE WITH SABS 1200 DB OR 600mm, WHICHEVER IS THE GREATER, UNLESS OTHERWISE STATED. 6. MANHOLES NOT ON ROADS OR SIDEWALKS TO BE A MINIMUM OF 300mm ABOVE NATURAL GROUND LEVEL. 7. MANHOLES IN ROADS OR SIDEWALKS TO BE FLUSH WITH FINISHED GROUND LEVEL. 8. THE CONTRACTOR MUST VERIFY ALL LEVELS, DIMENSIONS AND SETTING OUT INFORMATION ON SITE BEFORE ANY WORK COMMENCES AND DISCREPANCIES TO BE DISCUSSED WITH THE ENGINEER. 9. EXISTING SERVICES ARE TO BE EXPOSED PRIOR TO EXCAVATION B. NGEMA BUILDING CONTROL 3 LAND USE MANAGEMENT S. GOVENDER ENVIRONMENTAL PLANNING 2 CITY DEVELOPMENT SUB SECTION J. SCHUTTE A. ZAIRE T. MBATHA URBAN ROADS & RAIL TRANSPORTPLANNING & STRATEGY STORMWATER SYSTEMS ROAD MARKINDS & SIGNAGE WATER & SANITATION SERVICES A. SCHUTTE WATER & SANITATION INFRASTRUCTURE PLANNING & STRATEGY WATER & SANITATION OPERATIONS WATER & SANITATION INFRASTRUCTURE MAINTENANCE PROJECT MANAGEMENT SERVICES BUILDINGS & STRUCTURES INFRASTRUCTURE ASSET MANAGEMENT PROCESS CONTROL SYSTEMS ENGINEERING SUPPORT SERVICES S. HLELA M. NHLEKO M. NHLEKO N. NDWANDWA P. NHOLE T. SIMAMANE DEPARTMENT SECTION AUTHORISED SIGNATURE DATE TRANSPORT ROADS AND STORMWATER M VAN ROOIJEN 1 4 APPROVALS SEQUENCE I & TS ( CIVIL ENG.) INFRACTURE PLANNING & STRATEGY ELECTRICITY SUPPLY OPERATIONS STREET LIGHTS OPERATIONS ELETRICITY SUPPLY SERVICES I & TS ( ELECTRICAL ) HEAD WATER & SANITATION SERVICES HEAD TRANSPORT ROADS & STORMWATER HEAD ENGINEERING SERVICES Z. MBOLEKWA J.NAIDOO 24 19 2014 - 05 - 01 REVISION NUMBER 24 UP DATE: ICT B. KHUMALO CORPORATE SERVICES M NEL ESTATES TELKOM TELKOM RETICULATION TO BE DETERMINED BY TELKOM PIETER JACOBS EH VAN BILJON FIRE FIGHTING REQUIREMENTS ENVIRONMENT & REFUSE C.EISTHEZIEN WARD COUNCILLOR 18 20 21 22 23 28 OVERALL PROJECT LEADER APPROVED: AUTHORIZED BY: IN TERMS OF: DATE: APPROVED TO PROCEED WITH CONSTRUCTION COMMUNITY SERVICES SPORT, PARKS & RECREATION 5 6 7 8 9 10 11 12 13 14 15 16 17 25 26 27 L. MUTIKANI G.CRONJE A. MBATHA G.CRONJE B.MBHAMALI