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SITE DEVELOPMENT PLAN
SCALE: 1:100 MTS
PROPOSED PROJECT OWNER SHEET NUMBER
LINE AND GRADE
LAND USE AND ZONING
ARCHITECTURAL
STRUCTURAL
ELECTRICAL
SANITARY
MECHANICAL
BUREAU OF FIRE
BUILDING OFFICIAL
TABLE OF CONTENTS
DESCRIPTION SHEET NO.
A
PERSPECTIVE
A
A
DESIGNED BY: DRAWN BY: APPROVED BY:
SHEET CONTENT:
S
P
E
VICINITY MAP
PROPOSED
2- STOREY RESIDENTIAL
ARCHITECT-UAP
PTR NO. :
PRC NO:
AS SHOWN
SITE DEVELOPMENT PLAN
TABLE OF CONTENTS
VICINITY MAP
FLOOR PLAN
ELEVATIONS
SECTIONS
REFLECTED CEILING PLAN
SCHEDULE OF DOORS
AND WINDOWS
FOUNDATION PLAN
ROOF FRAMING PLAN
DETAIL OF FOOTINGS
DETAIL OF WALL FOOTING
DETAIL OF BEAM
WATER LINE LAYOUT
SEWER LAYOUT
DETAIL OF SEPTIC TANK
LEGENDS AND SYMBOLS
GENERAL PLUMBING NOTES
LIGHTING LAYOUT
POWER LAYOUT
LOAD COMPUTATION
GENERAL ELECTRICAL NOTES
RISER DIAGRAM
PROPOSED PROJECT OWNER SHEET NUMBER
DESIGNED BY: DRAWN BY: APPROVED BY:
SHEET CONTENT:
ARCHITECT-UAP
PTR NO. :
PRC NO:
AS SHOWN
2.500 2.300 3.
5.000 3.
4.300 14.
1 2 3
A B C D E F G H I
1
D
2
D
3
D
3
D 5
D
4
D
3
D
1
W
2
W
2
W
3
W
4
W
4
W
1
W
A
B
5.000 3.
1 2 3
A B C D E F G H I
2.300 3.
5
D
5
D
5 D
3
D
3
D
6
D
2
W
2
W
2
W
2
W
6
W
5
W
5
W
7
W
4 W
A
B
1 2 3
I H G F E D C B A
GROUND FLOOPR
- ENTRY PORCH
- GARAGE
- LIVING ROOM
- DINING ROOM
- KITCHEN AREA
- GUEST BEDROOM
- PANTRY
- STORAGE
- STAIR
- TOILET AND BATH
- LANAI
- SERVICE AREA
SECOND FLOOR
- HALLWAY
- BALCONY
- BOY'S BEDROOM
- GIRLS BEDROOM
- MASTER BEDROOM
- COMMON TOILET
AND BATH
- MASTER TOILET
AND BATH
FRONT ELEVATION
SCALE: 1:100 MTS
LEFT SIDE ELEVATION
SCALE: 1:100 MTS
NATURAL GROUND LINE
FINISH FLOOR LINE
SECOND FLOOR LEVEL
CEILING LINE
CEILING LINE
TOP OF THE BEAM
ROOF APEX LINE
NATURAL GROUND LINE
FINISH FLOOR LINE
SECOND FLOOR LEVEL
CEILING LINE
CEILING LINE
TOP OF THE BEAM
ROOF APEX LINE
A GROUND FLOOR PLAN
SCALE: 1 : 100
SECOND FLOOR PLAN
SCALE: 1 : 100
A
LEGEND:
PROPOSED
2- STOREY RESIDENTIAL
SHEET NUMBER
APPROVED BY:
PROPOSED PROJECT (^) OWNER SHEET CONTENT:
ARCHITECT-UAP AS SHOWN
DESIGNED BY: DRAWN BY:
PTR NO. :
PRC NO:
QUANTITY
LOCATION
TYPE
FRAME
GLASS
HARDWARE
QUANTITY
LOCATION
TYPE
FRAME
GLASS
HARDWARE
1 2 3
H G F E D C B A
CROSS SECTION
SCALE: 1:100 MTS
LONGITUDINAL SECTION
SCALE: 1:100 MTS
NATURAL GROUND LINE
FINISH FLOOR LINE
SECOND FLOOR LEVEL
CEILING LINE
CEILING LINE
TOP OF THE BEAM
ROOF APEX LINE
NATURAL GROUND LINE
FINISH FLOOR LINE
SECOND FLOOR LEVEL
CEILING LINE
CEILING LINE
TOP OF THE BEAM
ROOF APEX LINE
MASTER BEDROOM
GIRLS BEDROOM
STORAGE PANTRY
LIVING ROOM KITCHEN
LANAI
BOYS BEDROOM
HALLWAY
STAIR
T&B
ENTRANCE
2.100 2.100 2.100 2.
0.050 0.050 0.
0.300 1.200 0.
0.800 0.
0.800 0.^
FLOOR
FINISH LVL.
FLOOR
FINISH LVL.
D
1
D
3
D
4
D
2
D
5
W
1
W
2
W
3
W
4
W
5
W
6
W
7
DOUBLE DOOR, 50 MM THK SOLID
HARDWOOD PANEL W/ FIXED PANEL
6MM THK LAMINATED GLASS
F F
F F F^ F
F
F
F
F
STAINLESS STEEL LEVER STYLE DOOR LATCH
WITH UNIQUE LOCK AND KEY.
STAINLESS STEEL LEVER STYLE DOOR LATCH
WITH UNIQUE LOCK AND KEY.
STAINLESS STEEL LEVER STYLE DOOR LATCH
WITH UNIQUE LOCK AND KEY.
STAINLESS STEEL LEVER STYLE DOOR LATCH
WITH UNIQUE LOCK AND KEY.
SINGLE DOOR, 50 MM THK SOLID
HARDWOOD PANEL
SINGLE DOOR, 50 MM THK SOLID
HARDWOOD PANEL
SINGLE DOOR, 50 MM THK SOLID
HARDWOOD PANEL
50 mm x 100 mm THK. HARDWOOD
TIMBER DOOR FRAME
50 mm x 100 mm THK. HARDWOOD
TIMBER DOOR FRAME
50 mm x 100 mm THK. HARDWOOD
TIMBER DOOR FRAME
SINGLE GLAZED CLEAR. GLASS
THICKNESS TO AS 6 MM
SINGLE GLAZED CLEAR. GLASS
THICKNESS TO AS 6 MM
SINGLE GLAZED CLEAR. GLASS
THICKNESS TO AS 6 MM
SINGLE GLAZED CLEAR.
GLASS THICKNESS TO AS 6
MM
SINGLE GLAZED CLEAR. GLASS
THICKNESS TO AS 6 MM
SINGLE GLAZED CLEAR. GLASS
THICKNESS TO AS 6 MM
SINGLE GLAZED CLEAR.
GLASS THICKNESS TO AS 6
MM
NONE NONE NONE
50 mm x 100 mm THK. HARDWOOD
TIMBER DOOR FRAME
MAIN ENTRANCE LANAI BEDROOMS KITCHEN PANTRY; STORAGE; T&B
SLIDING; ALUMINUM FRAME FULL GLASS
DOOR W/ FIXED PANEL
60 X 100 MM THK ALUMINUM FRAME
DOOR
6MM THK LAMINATED GLASS
12" PULL DOOR HANDLE
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
POWDER COATED
FINISHED ALUMINUM
FRAME WINDOW
MANU. STANDARD SASH LOCK MANU. STANDARD SASH LOCK MANU. STANDARD SASH LOCK MANU. STANDARD SASH LOCK NONE MANU. STANDARD SASH LOCK NONE
AWNING, ALUMINUM
FRAME WINDOW WITH
FIXED PANEL
SLIDING, ALUMINUM
FRAME WINDOW
AWNING, ALUMINUM
FRAME WINDOW
AWNING, ALUMINUM
FRAME WINDOW
FIXED, ALUMINUM FRAME
WINDOW
AWNING, ALUMINUM
FRAME WINDOW
FIXED, ALUMINUM FRAME
WINDOW
LIVING ROOM BEDROOMS KITCHEN PANTRY; STORAGE; T&B STAIR 2ND FLOOR HALLWAY 2ND FLOOR HALLWAY
PROPOSED
2- STOREY RESIDENTIAL
SHEET NUMBER
APPROVED BY:
PROPOSED PROJECT (^) OWNER SHEET CONTENT:
ARCHITECT-UAP AS SHOWN
DESIGNED BY: DRAWN BY:
PTR NO. :
PRC NO:
COLUMN FOOTING DETAIL SECTION
NOT DRAWN TO SCALE
NATURAL GRADE LINE
S
WALL FOOTING
DETAIL SECTION
SCALE: 1:
4" thick CONCRE HOLLOW BLOCKS
Natural Grade Line
0.20 m
0.40 m
COLUMN DETAILS
DESCRIPTION LENGTH(L)^ WIDTH(W)^ CLEAR COV. SIZE AND NO. OF DSB TO USED LATERAL TIES SIZE AND SPACING
C1(13PCS) 0.35 MTR 0.25 MTR 0.04 MTR (^) 6 PCS - 16MM ø (^) SINGLE 10 MM ø DSB SPACED AT 4
PCS @ 50 MM. 4PCS @ 100 MM,4PCS
@ 150 MM AND REST @ 200 MM 0.C,
C2(3PCS) (^) 0.04 MTR 4 PCS - 12 MM ø
FOOTING DETAILS
DESCRIPTION DEPTH(D) LENGTH(L) WIDTH(W) THICKNESS(T) (^) SIZE OF DSB (^) NO. OF DSB ALONG LENGTH NO. OF RSB ALONG WIDTH
F1(13PCS) 2.00 MTR 1.500 MTR 1.500 MTR 0.30 MTR 16 MM ø 10 PCS (150 MM SPACEING) 10 PCS (150 MM SPACEING)
F2(3PCS) (^) 1.00 MTR 1.00 MTR 1.00 MTR 0.30 MTR (^) 12 MM ø 7 PCS (141 MM SPACING) 7 PCS (141 MM SPACING)
DEPTH(D)
THICKNESS(T)
FOOTING LENGTH
C1F1 (^) C1F
C1F1 C1F
C1F
C1F
C1F
C1F
C1F
C1F
C1F
C1F
C1F
C2F
C2F
C2F
WF
WF
WF WF
WF
WF
WF
WF
WF
WF WF
WF
WF WF
WF
WF
WF
WF
WF
WF
WF
GB
GB
GB
GB
GB
4.700 3.
2.250 2.550 3.
(^1 2 )
A B C D E F G H I
FOUNDATION PLAN
SCALE: 1:100 MTS
100 MM THK CONCRETE
SLAB WITH 10 MMø
REBARS SPACED @
500 MM BOTHWAYS (^) TYPICAL FOOTING PLAN DETAIL
NOT DRAWN TO SCALE
COLUMN DETAIL
NOT DRAWN TO SCALE
L
W
L
W
3-12 MMø STRAIGHT BARS WITH 12 MM ø CROSS BAR SPACED AT 300 MM ON CENTER
10 MM ø VERTICAL BARS
SPACED @ 400 MM ON
CENTER WITH 10 MM ø
HORIZONTAL BAR IN EVERY
THIRD LAYER OF
CONCRETE HOLLOBLOCK
PROPOSED
2- STOREY RESIDENTIAL
OWNER SHEET CONTENT:
PTR NO. :
PRC NO:
SHEET NUMBER
APPROVED BY:
PROPOSED PROJECT
ARCHITECT-UAP AS SHOWN
DESIGNED BY: DRAWN BY:
LONG SPAN (L)
L/4 L/2 L/
TOP REBARS TOP REBARS
BOTTOM REBARS
L/4 (^) L/2 L/
TYPICALSLAB DETAIL
SHORT SPAN (S)
S/
S/
S/
SCHEDULE OF SLAB
SLAB NO. SIZE(mm)^ THICKNESS (mm) (^) TOP RBARS BOTTOM REBARS
S1 3.45 X 4.70 (^100) SHORT SPAN 12 mm ø @ 300 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
LONG SPAN (^) 12 mm ø @ 250 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
S2 3.50 X 4.70 100 SHORT SPAN (^) 12 mm ø @ 300 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
LONG SPAN 12 mm ø @ 250 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
S3 4.25 X 3.55 100 SHORT SPAN 12 mm ø @ 300 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
LONG SPAN (^) 12 mm ø @ 250 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
S4 5.00 X 3.45 (^100) SHORT SPAN (^) 12 mm ø @ 300 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
LONG SPAN (^) 12 mm ø @ 200 mm ON CENTER 12 mm ø @ 300 mm ON CENTER
Span (L)
LEFT END
TOP REBARS
RIGHT END
0.10 m
BOTTOM REBARS B
SEE SCHEDULE
TYPICAL BEAM SECTION DETAIL
NOT DRAWN TO SCALE
D
SCHEDULE BEAM
BEAM NO.
SIZE (mm)
LOCATION
REINFORCEMENTS STIRRUPS ( 10 mmø) B (^) D LEFT END MID SPAN (^) RIGHT END
2nd FLOOR BEAM (^25 35) TOP (^) 4 - 16 mm ø 3 - 16 mm ø 4 - 16 mm ø 1 @ 50mm, 5 @ 100 mm, 4 @ 150 mm, REST @ 20 mm
BOTTOM (^) 4 - 16 mm ø 4 - 16 mm ø (^) 4 - 16 mm ø
TYPICAL ROOF BEAM (^25 35) TOP 4 - 16 mm ø 3 - 16 mm ø 4 - 16 mm ø 1 @ 50mm, 5 @ 100 mm, 4 @ 150 mm, REST @ 20 mm
BOTTOM 4 - 16 mm ø 4 - 16 mm ø 4 - 16 mm ø
PROPOSED
2- STOREY RESIDENTIAL
SHEET NUMBER
APPROVED BY: PROPOSED PROJECT (^) OWNER SHEET CONTENT: ARCHITECT-UAP AS SHOWN DESIGNED BY: DRAWN BY: PTR NO. : 1 2 3 A B C D E F G H TRUSS-2 DIAGRAM TRUSS-1 DIAGRAM TRUSS-3 DIAGRAM TRUSS-4 DIAGRAM
PROPOSED
- ROOF BEAM PRC NO: - ROOF BEAM - ROOF BEAM 2 ROOF BEAM - ROOF BEAM 4 ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM 5 ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM - ROOF BEAM - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS - - TRUSS -
- 2.750 TRUSS -
- 4.700 3. - 2. - 4. - 2.250 2.550 3. - 2. A B C D E F G H - 3. - 3. - 3. - 4.700 3. - 4. - 2.250 2.550 3. - 1 2
- SCALE: 1 : ROOF FRAMING PLAN - SCALE: 1 : ROOF PLAN - 2. - 1. - 0. - 1. - 0. - 0. - 0. - 0. - 0. - 0. - 0. - 0. - 6. - 0. - 0. - 0. - 0. - 0. - 0. - 0. - 5. - 4. - 0. - 0. - 0. - 0. - 0. - 3.
PROPOSED PROJECT OWNER SHEET NUMBER
DESIGNED BY: DRAWN BY: APPROVED BY:
SHEET CONTENT:
ARCHITECT-UAP PTR NO. :
PRC NO:
AS SHOWN
SEPTIC VAULT DETAILS
SCALE: 1:
2.30 m
0.10 m
1.20 m
INLET PIPE
0.10 m
0.80 m
0.10 m
C.O. MANHOLE
400mm x 400mm
MANHOLE
400mm x 400mm
C.O.
0.10 m
PLAN
C.O.
400mm x 400mm 400mm x 400mm
0.10 m
INLET PIPE
AIR SPACE
OUTLET PIPE
C.O.
DIGESTIVE CHAMBER
100 mm thk CHB spaced every 3rd Layer
with 10 mm REBARS @ 600 mm OC
Bothways
LEACHING
CHAMBER
0.20 m
SECTION
0.10 m 1.20 m
2.30 m
0.80 m
0.10 m
0.10 m
1.50 m
0.10 m
1.10 m 1.30 m
ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACOORDING TO
THE PROVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES AND
LOCAL RULES AND REGULATIONS
GENERAL PLUMBING NOTES
A. VERTICAL PIPING
- PLASTIC PIPE - SHALL BE SUPPORTED AT EVERY - (1) METER INTERVAL.
B. HORONTAL PIPING
- PLASTIC PIPE - SHALL BE MANUFACTURED BYSTIFF METAL BACKING HANGERS IN ITSENTIRE LENGTH FOR SMALLSIZE TUBING UP TO38mm DIAMETER ANDWITHOUT BACKINGSBUT WITH SPACEDMETAL HANGERS AT APPROVED FOR LARGER-SIZED TUBING.
C. PLUMBING FIXTURES
- PLUMBING FIXTURES SHALL BE MANUFACTURED OF DENSE, DURABLE, NIN-BORBENT MATERIALS ANDHAVE SMOOTH, IMPERVIOUS SURFACES, FREE FROM UNNCESSARY CONCEALED FOULING SURFACES, EXCEPTAS PERMITTED ELSEWHERE INTHIS CODE, ALLFIXTURE SHALL CONFORM IN QUALITY AND NATIONALLITY RECOGNIZED APPLICABLE STANDARDS.
WATER SUPPLY
- EACH PLUMBING FIXTURE SHALLBEPROVIDED WITHANADEQUATE SUPPLY OFPOTABLE RUNNING WATER , SOARRANGEDAS TOFLUSH AND KEEP SAMEIN CLEANANDHEALTHFUL CONDITIONS WITHOUT DANGER OF BACKFLOW OR CROSS-CONNECTION.
D. SEWERLINE
- DRAINAGE PIPING SHALL BE PROVIDED WITH APPROVED INLET FITTINGS FOR FIXTURE CONNECTIONS, CORRECTLY LOCATED ACCORDING TOTHE SIZE AND TYPE OF FIXTURE PROPOSED TO BE CONNECTED.
- CHANGE IN DIRECTIONOFDRAINAGE PIPING SHALLBE MADE BY THE APPROPRIATE USEOFAPPROVED FITTINGS AND SHALLBE OFTHE ANGLES PRESENTEDBY A 22 12 DEGRESS OR 181 BEND, 45 DEGRESS OR (^18) BEND AND 60 DEGREES OR 18 BEND OR OTHER APPROVED FITTINGS.
E. INDIRECT WASTE
- NO EVAPORATIVE COOLER OR SIMILARAIR AIRCONDITIONING EQUIPMENT SHALL HAVEANY DRAINPIPE INCONNECTION THEREWITH, DIRECTLY CONNECTEDTO ANYSOIL, WASTE ANDVENT PIPESUCH EQUIPMENT SHALL BE DRAINEDBEMEANS OF INDIRECT WASTE PIPES ANDALL WASTES DRAINEDBY THEMSHALL DISCHARGE THROUGHANAIRBREAK INTOAN OPEN FLOOR SINK OROTHER APPROVED TYPE RECEPTOR PROPERLY CONNECTED TO THE DRAINNAGE SYSTEM.
F. VENT PIPES
- EACH PLUMBING FIXTURES TRAP, EXCEPT AS (^) OTHERWISE PROVIDED IN THIS CODE, SHALLBEPROTECTED AGAINST SIPHONAGE AND BACK-PRESSURE, AIR (^) CIRCULATION SHALL BE ASSURED THROUGHOUT ALL PARTS OF THE EXCRETA DRAINAGE SYSTEM BY MEANS OF VENT PIPES
- ALLVENT PIPESSHALL EXTEND UNDIMINISHED IN SIZEABOVE THE ROOF SHALL BE RECONECTED WITHTHE SOILORWASTE STACKVENT OF PROPER SIZE AT APOINT BELOW THEROOF, THEVENT THROUGHTHE ROOF (VSTR) SHALL INCREASE ONE PIPE SIZE ABOVE.
G. STORM DRAINAGE
- STORM DRAINAGE SHALL BE PROVIDED FOR ROOF AREAS, COURTS AND COURTYARDS TO COLLECT STORM WATER AND DISCHARGE THE STORMWATERTO AN APPROVED POINT OF DISPOSAL NOT IN CONFLICT WITH OTHER ORDINANCES OR REGULATIONS.
H. HANGERS NAD SUPPORT
- PIPES SHALLBESUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO KEED THEM IN ALIGNMENT AND PREVENT SAGGING.
MATERIAL SPECIFICATIONS
COLD WATERLINE SHALL BE POLYPROPYLENE RANDOM CO-POLYMER TYPE 3
SEWER LINE (^) SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (UPVC SERIES) VENT PIPES DOWNSPOUTS STORM DRAINAGE
LABORATORY/ SHALL BE HIGH DENSITY POLYETHYLENE (HDPE PB16)
NO. OF
PERSONS
DEPTH "D" WIDTH "H" LENGTH "L"
METERS METERS METERS
10 PERSONS
15 PERSONS
20 PERSONS
25 PERSONS
30 PERSONS
35 PERSONS
40 PERSONS
45 PERSONS
50 PERSONS
60 PERSONS
INSIDE DIMENSION OF DIGESTIVE CHAMBER
PLUMBING LEGENDS
SD
CB
CV
CWL
CWR
CO
DP
DSP
FD
FHC
FWL
FWR
FV
GI
GV
HB
HWL
HWR
KS
SHOWER DRAIN
CATCH BASIN
CHECK VALVE
COLD WATER LINE
COLD WATER RISER
CLEAN OUT
DRAIN PIPE
DOWNSPOUT
FLOOR DRAIN
FIRE HOSE CABINET
FIRE WATER LINE
FIRE WATER RISER
FLOATVALVE
GALVANIZED IRON
GATE VALVE
HOSE BIBB
HOT WATER LINE
HOT WATER RISER
KITCHEN SINK
LS
LAV
MV
MVSTR
NRCP
PVC
RD
SHO
SD
SP
SS
SLS
ST
TP
VPAC
WS
WP
VSTR
WM
LAUNDY SINK
LAVATORY
MIXING VALVE
MAIN VENT STACK THRU ROOF
NON-REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE
ROOF BEAM
SHOWER
SHOWER DRAIN
SOIL PIPE
SOIL STACK
SLOP SOIL
SEPTIC TANK
TRANSPER PUMP
VENT PIPE ABOVE CEILING
WASTE STACK
WASTE PIPE
VENT STACK THRU ROOF
WATER METER
PROPOSED
2- STOREY RESIDENTIAL
OWNER SHEET CONTENT:
PTR NO. :
PRC NO:
SHEET NUMBER
APPROVED BY:
PROPOSED PROJECT
ARCHITECT-UAP AS SHOWN
DESIGNED BY: DRAWN BY:
2.500 2.300 3.
5.000 3.
4.300 14.
(^1 2 )
A B C D E F G H I
5.000 3.
1 2 3
A B C D E F G H I
2.300 3.
4.300 14.
A
PB
RAN
WP
REF
ACU
ACU
ACU
10
11
12
13
14
15
16
17
18
3.700 (^) 2.300 2.
3.500 5.
14.300 4.
3 2 1
A B C D E F G H I
3.500 5.
3 2 1
A B C D E F G H I
3.700 2.
14.300 4.
ELECTRICAL LAYOUT
SCALE: 1:100 MTS
PB
1
2
3
4
5
6 7
8
9
LIGHTING (REFLECTED)
S
S
S S
S
S
S
S
S S
S
S S
S1^ S
S
S
S
S
S1 S
CONVE. OUTLET
PROPOSED
2- STOREY RESIDENTIAL
