1. EXISTING
ENTRANCE
15
PARKINGS
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
ABLUTIONS
CAMPSITE
ABLUTIONS
MAIN
BUILDING
TOILETS
ROOMS
AND
RECEPTION
OFFICES, STAFF TOILETS
+
WORKSHOP
OWNERS
HOUSE
OWNERS
HOUSE
16
PARKINGS
25 STANDARD
+ 2 DISABLED
PARKINGS
5 TRUCK
PARKINGS + 4
STANDARD
PARKINGS
13
PARKINGS
2M
PAVED
PATHWAY
6M
SEALED ROAD
6M
SEALED ROAD
CAMPSITE
141887
225038
218569
216432
128882
4238
8947
48675
27278
69491
31423
35901
57091
84427
5000
2500
2500
2500
6000
2500
3800
3800
2500
2500
2500
2500
5000
5000
5000
2500
2500
2500
2500
7000
3250
3250
5000
9000
LOADING
WASTE
AREA
CHOBE
RIVER
S E A S O N A L F L O O D A R E A
POOL
N E W
PROPOSED
R O O M S
EXISTING
ENTRANCE
15
PARKINGS
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
ABLUTIONS
CAMPSITE
ABLUTIONS
MAIN
BUILDING
TOILETS
ROOMS
AND
RECEPTION
OFFICES, STAFF TOILETS
+
WORKSHOP
OWNERS
HOUSE
OWNERS
HOUSE
16
PARKINGS
25 STANDARD
+ 2 DISABLED
PARKINGS
5 TRUCK
PARKINGS + 4
STANDARD
PARKINGS
13
PARKINGS
2M
PAVED
PATHWAY
6M
SEALED ROAD
6M
SEALED ROAD
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
CAMPSITE
141887
46911
47390
225038
218569
216432
214275
119223
145664
208131
128882
46918
47388
Bartlett
Combretum
MAIN
ROAD
TO
KASANE
TO
KAZUNGULA
CHOBE
RIVER
PRISON
FIELDS
PRISON
Bartlett
MAGISTRATES
COURT
4238
8947
48675
27278
69491
31423
35901
57091
84427
5000
2500
2500
2500
6000
2500
3800
3800
2500
2500
2500
2500
5000
5000
5000
2500
2500
2500
2500
7000
3250
3250
5000
9000
LOADING
WASTE
AREA
CHOBE
RIVER
S E A S O N A L F L O O D A R E A
POOL
N E W
PROPOSED
R O O M S
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
LOCATION PLAN
MASTER SITE PLAN
SITE PLAN
1:500 1:2000 1:10000
G HTHEBE RIVER SAFARIS
CLIENT ADDRESS:
NOV 2014
PROPOSED NEW 25
ROOM BLOCK
SUBMITTED:REVISIONS
PAGE #:
TRS/NR14/001/01
A1L
DRAWING NUMBER:
/
PLOT 76-RO OF 706, KASANEP.O. BOX 5
KASANE
MASTER SITE PLAN 1:2000
LOCATION PLAN 1:10000
SITE PLAN 1:500
TO
EXISTING
COUNCIL
SEWER
CONNECT.
PRISONS
BPC
SUBSTATION
CHOBE
FARMS
CHOBE
FARMS
PRISON
FARMS
SEBOBA
CJSS
CHOBE RIVER
*SITE SHOWN IN RED
PROPOSED BUILDING SHOWN IN RED
ON SITE PLAN AND MASTER SITE PLAN
SITE AREA = 30000 sqm
EXISTING BUILDING AREA = ±1340 sqm
PROPOSED BUILDING AREA = 938 sqm
TOTAL = ±2278 sqm
TO EXISTING
COUNCIL SEWER
CONNECTION
PARKING
(25 X 0.75 = 18.75=> 19 PARKINGS
OR
2278 sqm X 0.02 =45.6 => 47 PARKINGS)
49 PARKINGS PROVIDED (2 DISABLED)
1 LOADING BAY
PLOT77-RO
PLOT78-RO
PLOT76-RO
PLOT75-RO
P
L
O
T
7
0
6
WASTE WATER LINES
SHOWN IN BLUE

2. 19813
16204
SECTION A-A 1:100
MASTER FLOOR PLAN 1:100
412241224122412241224122412242404240
37333
6760 2000 4240 4122 4122 4122 4122 4240
33727
6760 2000 4240 4122 4122 4122 4122 4240
33728
6760
37333
3545424041224122424035456760
4290 4122 4122 3774
1713
2000
41224122412241221713
4290 4122 4122 3774
37744122412241223774
A
B B
A
C O U R T Y A R D
ENTRANCE
fire
escape
fire
escape
ENTRANCE
EXPANSION JOINTS TO
B E I N S T A L L E D @
E V E R Y R O O M
J U N C T I O N ( 4 1 2 2
c e n t e r s )
EXPANSION JOINT TO
BE INSTALLED @ THIS
POINT @ INTERNAL
WALL JUNCTION IF
N E C E S S A R Y
47392021
W A L K W A Y
W A L K W A Y
WALKWAY
WALKWAY
5290900
2909
4281
2898
2767
SIDE ELEVATION 1:200 REAR ELEVATION 1:200
SIDE ELEVATION 1:200 FRONT ELEVATION 1:200
ROOM FLOOR PLAN 1:50
SECTION B-B 1:50
10001881881
4000
180
180
119119119
1781 119 4500 180
6760
4145335381511419533586
180119
87064910811400
1000781
48087066015111082
659660300
234234185234
1781 119 4500
533
1000
2000
1950
867
300
ROOM
TOILET
BASIN + VANITY
AREA
SHOWER
TOILET
ROOM
ETIC/STANDARD PLASTERED MESH
FINISH AS TO MANUFACTURERS
SPECS FIXED TO 89X40 LIGHT STEEL
STUDS @ MAX 600 CS FIXED TO
89x40 LIGHT STEEL FLOOR PLATE
B O L T E D I N T O S L A B .
(see attached technical documents for
e x a c t s p e c s + d e t a i l s )
IBR CHROMADEK ROOF SHEETING
SCREWED TO 89X40 LIGHT STEEL
PURLOINS @ FIXED MAX 800CS
TO 89X40 LIGHT STEEL TRUSSES
@ 1 4 0 0 C S M A X O R T O
M A N U F A C T U R E R S S P E C
(see attached technical document
f o r e x a c t s p e c s + d e t a i l s )
30 SM OOT H P OLISHED
CEMENT SCREED ON 100
SMOOTH FLOATED R.C.
FLOORSLAB ON HARDCORE
COMPACTED FILL TO SUIT
500
390
2 0 0 C O N C B L O C K
P LI N T H R E T A I N I N G
WALLS ON 390x500
R.C. STRIP FOUNDATION
O N C O M P A C T E D
TRENCH BASE TO SUIT
GYPSUM CEILING FIXED TO
LIGHT STEEL TOPHAT PROFILES
FIXED @ MAX 400 CS TO U/SIDE
O F T R U S S E S
AS PER MANUFACTURERS SPEC
1 0 0 Ø S T E E L
C O L U M N
IN CONC FOOTING
T O S U I T
GYPSUM BARGE
BOARD TO SUIT
B B
20°
FFL1 0000
-0170
NGL -0400
-0640
-1300
900
+2100
+2400
+2757
+3449
+4281
MAX +4890
400
568
700
350
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
1:50 1:100
G H
CLIENT ADDRESS:
SUBMITTED:REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
FLOOR PLAN
SECTIONS
ELEVATIONS
THEBE RIVER SAFARIS
NOV 2014
P.O. BOX 5
KASANE
PROPOSED NEW 25
ROOM BLOCK
TRS/NR14/002/01
NOTES+ SPECIFICATIONS
ALL WALL AND ROOF DETAILS AND SPECS
TO BE TAKEN FROM SILVER LINE GROUP
LIGHT STEEL CONSTRUCTION TECHNICAL
DOCUMENT SUBMITTED WITH THESE
DRAWINGS.
ALL PLUMBING TO MEET SABS
STANDARDS.
USE DIMENSIONED DISTANCES ONLY.
EXPANSION JOINTS TO BE LEFT BETWEEN
EVERY ROOM MODULE @ 4122 CENTERS
AND WHERE NECESSARY BUT NEVER
EXCEEDING 7000 CENTERS BETWEEN
EXPANSION JOINTS
(see expansion joint details in technical
documents attached)
BUILDING AREA = 938 sqm
PLOT 76-RO OF 706, KASANE