hope academy visakhapatnam, india · interior wall with 4.5in single brick wall low / partial...
TRANSCRIPT
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
PROPOSED SCHOOL CONCEPT - PERSPECTIVE
R1
PR
OP
OS
ED
SC
HO
OL
CO
NC
EP
TP
ER
SP
EC
TIV
E
87
92
97
107
112
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99100
101
103104105106
108109110
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9091
9596
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100101
103
102
91
100
101
103 103
104
87
84
85
86
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97
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9495
96
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102
BM 1
92
89
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91
89
88
87
9798
99
100101
100
99
98 97 96 95 94
93
BM 2
92
95
96
94
93
94
95
92
PLAY AREA
ASSEMBLY AREA
FUTURE DEVELOPMENT
BUS PARKING
CAR PARKING
FOREST LAND
+86'-0"
+97'-0"
+100'-0"
30' W
IDE
RO
AD
GATE
MAINENTRANCE
32
1
ENTRY
5
4
6
7
7
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
1 1"= 80'
NH
ACK DEC 2016
NORTH
LEGEND
EXISTING STRUCTURE
EXISTING ROAD
PROPERTY CORNER
BOUNDARY LINE
BM1 - +100 FT.BM2 - + 92.7 FT
BENCHMARKS:
VERTICAL BENCHMARK BM X
160'
1" =
80'
080
4010
RAIN STREAM
PHASE 1
POTENTIAL FUTURE EXPANSION
UNPAVED PATHWAY
PHASE 2
FUTURE PHASE
BUILDING KEY
1
2
3
PRIMARY BLOCK
ADMINISTRATION BLOCK
4
SECONDARY BLOCK
GYMNASIUM
5
STAFF HOUSING
6 BASKETBALL COURT
7
SPORTS FIELD
BUSHES
HIGH TREES
LOW TREES
GRAVEL PATHWAY
SITE AREA: 6.23 ACRES
DRAINAGE DITCH EXTENSION
92
90
91
95
96
93
94
95
96
91
87
84
8586888988
97
9394
9596
98
92
89
90
9189
8887
97
98
99
100
101
100
92
95
96
94
939495
+97'-0"
+95'-0"
+93'-0"
+91'-0"
3
2
1
MAIN ENTRANCE
5
PLAY AREA
COURTYARD
ASSEMBLY AREA
1 1"= 30'
NH
ACK DEC 2016
NORTH
LEGEND
EXISTING STRUCTURE
EXISTING ROAD
BOUNDARY LINE
RAIN STREAM
PHASE 1
GRAVEL PATHWAY
PHASE 2
BUILDING KEY
1
2
3
PRIMARY BLOCK
ADMINISTRATION BLOCK
SECONDARY BLOCK
5 SPORTS FIELD
BUSHES
HIGH TREES
LOW TREES
PAVED PATHWAY
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
NOTE: FOR BUILDING FLOOR LEVELSON SHEETS A1 - A6 +93'-0" ON THESITE PLAN CORRESPONDS TO +0'-0"
60'
1" =
30'
030
155
DRAINAGE DITCH EXTENSION
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
PRIMARY BLOCK CONCEPT - PERSPECTIVE
R2
PR
IMA
RY
BL
OC
K C
ON
CE
PT
PE
RS
PE
CT
IVE
+0'-0"
-2'-0"-1'-6"
+2'-0"
-1'-0"
UP
127 SQ.FT.
4'-6
"
+0'-0"
UP
497 SQ.FT.
163
SQ
.FT
.
UP
UP
UP
13'-4
"8'-0
"
UP
4'-6"
1673 SQ.FT.
495
SQ
.FT
.
497 SQ.FT.
497 SQ.FT.
501 SQ.FT.
67'-0" 15'-0" 77'-0"
25'-1
1"14
'-10" 61
'-4"
UP
-2'-0"
497 SQ.FT.
495
SQ
.FT
.
20'-7
"
2'-0" WIDE CHAJJA
EXISTING GROUND LEVEL
EXISTING GROUND LEVEL EXISTING GROUND LEVEL
JALI WALL
METAL GATE
METAL GATE METAL GATE
METAL GATE
UP UP
5'-0
"
8'-0
"
EXISTING GROUNDLEVEL
HIGH LEVEL VENTILATOR HIGH LEVEL VENTILATOR
WELL TO BE FILLED IN WITHCOMPACTED SOIL AND AVOIDED
21'-0" 27'-0"
159'-0"
25'-0" 19'-0"67'-0"
STORAGE SHELVESJALI WALL
EXTERIOR WALL WITH 9in DOUBLE BRICK WALLINTERIOR WALL WITH 4.5in SINGLE BRICK WALLLOW / PARTIAL HEIGHT WALL
NORTH
1 1/16"=1'-0" FLOOR AREA: 8784 SQUARE FEET
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
TC
ACK DEC 2016
40'
1/16
" =
1'-0
"
05'
10'
20'
NOTE:1. FOR BUILDING FLOOR LEVELS ON SHEETS A1 - A6+93'-0" ON THE SITE PLAN CORRESPONDS TO +0'-0"2. FLOOR HEIGHTS-GROUND FLOOR: 12'-0"FIRST AND SECOND FLOOR: 10'-0"
TEACHER'S ROOM
CLASSROOM - 3rd
CL
AS
SR
OO
M -
3rd
CLASSROOM - 3rd
CLASSROOM - 2nd
CL
AS
SR
OO
M -
2n
d
CLASSROOM - 2nd
CLASSROOM - 1st
CL
AS
SR
OO
M -
1st
CLASSROOM - 1st
PR
OP
OS
ED
AD
MIN
BL
OC
K
BO
Y'S
TO
ILE
T
CORRIDORCORRIDOR CORRIDOR
AC
CE
SS
TO
AD
MIN
BL
OC
K
GIRL'S TOILET
WALL LEGEND
FIRST FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A2
PR
IMA
RY
BL
OC
K C
ON
CE
PT
FIR
ST
FL
OO
R P
LA
N
CO-CURRICULAR ROOM
CLASSROOM - 5th
CLASSROOM - 6th
CL
AS
SR
OO
M -
6th
CLASSROOM - 6th
CLASSROOM - 4th
CL
AS
SR
OO
M -
4th
CLASSROOM - 4th
CLASSROOM - 5th
CL
AS
SR
OO
M -
5th
BO
Y'S
TO
ILE
T
GIRL'S TOILET
CORRIDORCORRIDOR CORRIDOR
PR
OP
OS
ED
AD
MIN
BL
OC
K
WALL LEGEND
SECOND FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A3
PR
IMA
RY
BL
OC
K C
ON
CE
PT
SE
CO
ND
FL
OO
R P
LA
N
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
NORTH ENTRANCE - PERSPECTIVE
R3
AD
MIN
ST
RA
TIO
N B
LO
CK
CO
NC
EP
TP
ER
SP
EC
TIV
E
SOUTH COURTYARD - PERSPECTIVE
CO-CURRICULAR ROOM
GIRL'S TOILET
BO
Y'S
TO
ILE
T
CLASSROOM - 7th
CL
AS
SR
OO
M -
7th
CLASSROOM - 8th
CL
AS
SR
OO
M -
8th
CLASSROOM - 8th
LIBRARY
SICK ROOM
V.PRINCIPAL
PRINCIPAL
OF
FIC
E 1
OF
FIC
E 2
OF
FIC
E 3
CLASSROOM- 7th
PR
OP
OS
ED
PR
IMA
RY
BL
OC
K
CORRIDOR CORRIDORCORRIDOR
ENTRY
ENTRYENTRY
STAFF AMENITIES
AC
CE
SS
TO
PR
IMA
RY
BL
OC
K
ENTRY
ENTRY
ENTRY
COURTYARD
WALL LEGEND
GROUND FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A4
SE
CO
ND
AR
Y A
ND
AD
MIN
BL
OC
K C
ON
CE
PT
GR
OU
ND
FL
OO
R P
LA
N
DN
653 SQ.FT.
653 SQ.FT.
4'-6"
90 SQ.FT.
90 SQ.FT.
90 SQ.FT.
653 SQ.FT.
653 SQ.FT.
640 SQ.FT.
143 SQ.FT.
314 SQ.FT.
270 SQ.FT.
110 SQ.FT.
110 SQ.FT.
534 SQ.FT.
DN
UP
+14'-0"+14'-0"
+12'-0"
+12'-0"
383 SQ.FT.
8'-0
"
90 SQ.FT.
163
SQ
.FT
.
UP
TENSILE SHADINGABOVE
TENSILE SHADING
127 SQ.FT.
EXPANSIONJOINT
HIGH LEVEL VENTILATOR
STORAGE SHELVES
3'-0" HIGH RAILING
3'-0" HIGH RAILING
3'-0" HIGH RAILING
3'-0" HIGH WALL
3'-0" HIGH RAILING
EXTERIOR WALL WITH 9in DOUBLE BRICK WALLINTERIOR WALL WITH 4.5in SINGLE BRICK WALLLOW / PARTIAL HEIGHT WALL
1 1/16"=1'-0" FLOOR AREA: 11138 SQUARE FEET
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
TC
ACK DEC 2016
40'
1/16
" =
1'-0
"
05'
10'
20'
NORTHNOTE:1. FOR BUILDING FLOOR LEVELS ONSHEETS A1 - A6 +93'-0" ON THE SITEPLAN CORRESPONDS TO +0'-0"2. FLOOR HEIGHTS: 10'-0"
SECONDARY BLOCK : 6292 SQUARE FEET ADMIN BLOCK: 4846 SQUARE FEET
BO
Y'S
TO
ILE
T
CLASSROOM - 9th
CL
AS
SR
OO
M -
9th
CLASSROOM - 9th
CLASSROOM - 10th
CL
AS
SR
OO
M -
10t
h
CLASSROOM - 10th
CO-CURRICULAR ROOM
PR
OP
OS
ED
PR
IMA
RY
BL
OC
K
CORRIDOR CORRIDORCORRIDOR
TERRACE
GIRL'S TOILET
WALL LEGEND
SECOND FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A6
SE
CO
ND
AR
Y A
ND
AD
MIN
BL
OC
K C
ON
CE
PT
SE
CO
ND
FL
OO
R P
LA
N
+0'-0"-1'-0"
-1'-0"
UP
127 SQ.FT.
4'-6
"
+0'-0"
UP
497 SQ.FT.
163
SQ
.FT
.
UP
UP
UP
13'-4
"8'-0
"
UP
4'-6"
1673 SQ.FT.
501 SQ.FT.
67'-0" 15'-0" 77'-0"
25'-1
1"14
'-10" 61
'-4"
UP
-2'-0"
20'-7
"
2'-0" WIDE CHAJJA
EXISTING GROUND LEVEL
JALI WALL
METAL GATE
METAL GATE METAL GATE
METAL GATE
UP UP
5'-0
"
8'-0
"
EXISTING GROUNDLEVEL
HIGH LEVEL VENTILATOR HIGH LEVEL VENTILATOR
497S
Q.F
T.
495 SQ.FT.
497 SQ.FT.
1005 SQ.FT.
EXISTING GROUND LEVEL
-2'-0"-1'-6"
EXISTING GROUND LEVEL EXISTING GROUND LEVEL
WELL TO BE FILLED IN WITHCOMPACTED SOIL AND AVOIDED
21'-0" 27'-0"
159'-0"
25'-0" 19'-0"67'-0"
STORAGE SHELVESJALI WALL
EXTERIOR WALL WITH 9in DOUBLE BRICK WALLINTERIOR WALL WITH 4.5in SINGLE BRICK WALLLOW / PARTIAL HEIGHT WALL
NORTH
1 1/16"=1'-0" FLOOR AREA: 8782 SQUARE FEET
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
TC
ACK DEC 2016
40'
1/16
" =
1'-0
"
05'
10'
20'
NOTE:1. FOR BUILDING FLOOR LEVELS ON SHEETS A1 - A6+93'-0" ON THE SITE PLAN CORRESPONDS TO +0'-0"2. FLOOR HEIGHTS-GROUND FLOOR: 12'-0"FIRST AND SECOND FLOOR: 10'-0"
CLASSROOM - 1st
CL
AS
SR
OO
M -
1st
CLASSROOM - 2nd
CLASSROOM - UKG
CL
AS
SR
OO
M -
UK
G
CLASSROOM - UKG
CLASSROOM - LKG
CL
AS
SR
OO
M -
LK
G
CLASSROOM - LKG
BO
Y'S
TO
ILE
T
CORRIDORCORRIDOR CORRIDOR
GIRL'S TOILET
CL
AS
SR
OO
M -
2n
d
WALL LEGEND
FIRST FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A2a
PR
IMA
RY
BL
OC
K C
ON
CE
PT
- P
HA
SE
1F
IRS
T F
LO
OR
PL
AN
CO-CURRICULAR ROOM / LAB
CLASSROOM - 8th
CLASSROOM - 9th
CL
AS
SR
OO
M -
10t
h
SCIENCE LAB
CLASSROOM - 3rd
CL
AS
SR
OO
M -
4th
CLASSROOM - 5th
CLASSROOM - 6th
CL
AS
SR
OO
M -
7th
BO
Y'S
TO
ILE
T
GIRL'S TOILET
CORRIDORCORRIDOR CORRIDOR
WALL LEGEND
SECOND FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
A3a
PR
IMA
RY
BL
OC
K C
ON
CE
PT
- P
HA
SE
1S
EC
ON
D F
LO
OR
PL
AN
GROUND FLOOR PLAN
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in t er na t iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malv iya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
SK2
GY
MN
AS
IUM
CO
NC
EP
TP
LA
N S
KE
TC
HE
S
FIRST FLOOR PLAN
87
92
97
107
112
85
86
88
89
90
91
93
94
95
96
98
99
100
101
103104105106
108109110
111
92
9091
9596
87
92
102
85
86
88
8990
91
93
93
94
95
96
100101
103
102
91
100
101
103 103
104
87
84
85
86
88
89
88
97
93
9495
96
98
EXIS
TIN
G H
UT
30' W
IDE
RO
AD
102
83'-11"
30'-0"
216'
-8"
100'-5"
138'-3"
133'-0"
160'-7"
129'-10"
294'-2"
108'-6"
32'-2
"
166'
-1"
162'
-11"
57'-3
"
175'-6"
43'-6"
98'-7
"
19'-3
"
30'-9"
43'-2"4'-1"
46'-3"
38'-5"
49'-5"
36'-0"
46'-5"
33'-9"
EXISTINGSHED
ST
RE
AMDRAINAGE
WELL
BM 1
49'-2"
PT
PT
PT
92
89
90
91
89
88
87
9798
99
100101
100
99
98 97 96 95 94
93
STREAM
FOREST LAND
POWERPOLES
35'-3"
44'-9"
BM 2
BREAK IN DRAINAGE DITCH
92
95
96
94
93
94
95
92
NORTH
LEGEND
EXISTING STRUCTURE
EXISTING ROAD
PROPERTY CORNER
BOUNDARY LINE
NOTES:
1. TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE PURPOSE OF PREPARING A MASTER PLAN. DETAIL OFTHE FEATURES SURVEYED MEETS THE REQUIREMENTS FOR THIS PURPOSE. ELEVATIONS WERE MEASUREDTO OBTAIN A GENERAL IDEA OF THE TERRAIN OF THE PROPERTY TO PREPARE THE MASTER PLAN.ELEVATIONS ARE RELATIVE TO THE ELEVATION AT BM1.
2. SURVEY EQUIPMENT & DATE: SITE WAS SURVEYED BY EMI ON SEPTEMBER 12-15, 2016. A TOPCONGPT-212 TOTAL STATION AND A TRIMBLE TSC2 DATA COLLECTOR WERE USED TO COLLECT SITEINFORMATION. PROCESSING OF SURVEY WAS DONE IN CIVIL3D, USING A COMBINATION OF THESHOTS FROM A FORMER SURVEY AND ADDITIONAL POINTS THAT EMI MEASURED.
3. BOUNDARY INFORMATION, AND TOPO SHOTS IN THE SOUTHERN 1/3RD OF THE SITE ARE FROM THEFORMER SURVEY PROVIDED BY THE CLIENT. FORMER SURVEY WAS PERFORMED ON 7 MAY 2016 BY:
U.KRISHNAJI, LICENSED SURVEYOR
A.P,SETTLEMENT AND LAND RECORDS
VISAKHAPATNAM
CONTACT #:9393942367
4. LOCATION: ACCORDING TO GOOGLE EARTH, THE ELEVATION OF POINT BM1 IS APPROXIMATELY 271FEET ABOVE SEA LEVEL WITH A LATITUDE OF 17°43'33.31"N AND LONGITUDE OF 83° 8'37.05"E
5. BASIS OF DIRECTIONS: DIRECTIONS ARE BASED ON A MAGNETIC COMPASS READING AND SCALEDFROM GOOGLE EARTH.
6. CONTOUR INTERVAL IS 1 FOOT.
7. AREA OF THE SURVEYED PARCEL IS APPROXIMATELY 6 ACRES.
8. MEASUREMENTS ARE IN FEET.
9. VERTICAL BENCHMARK 1 (BM 1) IS LOCATED ON THE TOP OF THE UPRIGHT STANDING STONE ON THENORTHERN CENTRAL AREA OF THE SITE, AND HAS AN ELEVATION OF 100 FEET. VERTICAL BENCHMARK 2 (BM2) IS LOCATED ON THE TOP CORNER OF THE NEIGHBOR'S WALL ON THE SOUTHERN EDGE OF THE SITE, ANDHAS AN ELEVATION OF 92.7 FEET.
BM 1: +100 FTBM 2: +92.7 FT
BENCHMARKS:
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
TC, NH
ACK DEC 2016
VERTICAL BENCHMARK BM X
WELL
160'
1" =
80'
080
4010
1 1" = 80' SITE AREA: 6.23 ACRES (2,71,366 SQ.FT.)
RAIN STREAM
PERCOLATION TEST HOLE PT
POWER POLE
87
92
97
107
112
85
86
88
89
90
91
93
94
95
96
98
99
100
101
103104105106
108109110
111
92
90
91
9596
87
92
102
85
86
88
8990
91
93
93
94
95
96
100101
103
102
91
100
101
103 103
104
87
84
85
86
88
89
88
97
93
9495
96
98
102
92
89
90
91
89
88
87
9798
99
100101
100
99
98 97 96 95 94
93
92
95
96
94
93
94
95
92
32
1
5
4
6
7
7
NEW CAMPUS BOREWELL
PHASES 1 & 2 WATERDISTRIBUTION LINE
PRIMARY BLOCK WATER STORAGE:(2) 5,000 L WATER TANKS(1) 2,000 L WATER TANK
100' DIA. BOREWELL PROTECTIONAREA - NO WASTEWATER
100' DIA. BOREWELL PROTECTIONAREA - NO WASTEWATER
IRRIGATION HOOKUPSFOR SPORTS FIELD
SECONDARY BLOCK WATER STORAGE:(1) 5,000 L WATER TANK(1) 2,000 L WATER TANK
MUST DIG OUT THIS SECTION SUCH THATTHERE IS NO BREAK IN THE RAIN STREAM
WATER LINE FOR ADMINISTRATIONBLOCK RUNS ALONG ROOF
FUTURE DEVELOPMENT
FUTURE PHASE LOOPEDWATER DISTRIBUTION LINE
GYMNASIUM WATER STORAGE:(1) 3,000 L WATER TANK
FUTURE BOREWELL FORSTAFF HOUSING
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
NORTH1 1" = 80'
WATER LINE (FUTURE PHASES)
WATER STORAGE TANK
NEW CAMPUS BOREWELL
PVC WATER LINE (PHASES 1 & 2)
BOUNDARY LINE
PIPE FLOW DIRECTION
SRT
ACK DEC 2016
FUTURE BOREWELL LOCATION
IRRIGATION HOOKUP
WATER LINE FOR IRRIGATION
LEGEND
RAIN STREAM
PHASE 1
POTENTIAL FUTURE EXPANSION
PHASE 2
FUTURE PHASE
BUILDING KEY
1
2
3
PRIMARY BLOCK
ADMINISTRATION BLOCK
4
SECONDARY BLOCK
GYMNASIUM
5
STAFF HOUSING
6 BASKETBALL COURT
7
SPORTS FIELD
160'
1" =
80'
080
4010
DRAINAGE DITCH EXTENSION
87
92
97
107
112
85
86
88
89
90
91
93
94
95
96
98
99
100
101
103104105106
108109110
111
92
90
91
9596
87
92
102
85
86
88
8990
91
93
93
94
95
96
100101
103
102
91
100
101
103 103
104
87
84
85
86
88
89
88
97
93
9495
96
98
102
92
89
90
91
89
88
87
9798
99
100101
100
99
98 97 96 95 94
93
92
95
96
94
93
94
95
92
32
1
5
4
6
7
7
100' DIA. BOREWELL PROTECTIONAREA - NO WASTEWATER
SEP 1
TR 1
SEP 4
SEP 2
SEP 5
SEP 6
SEP 3
TR 3
TR 2TR 5
TR 4
TR 6
SIZING ASSUMES 4 FAMILIESOF 4 AS RESIDENTS
GREYWATER DISPERSIONINTO VEGETATED AREA
WASTEWATER LINES
FUTURE DEVELOPMENT
NEW CAMPUS BOREWELL
FUTURE BOREWELL FORSTAFF HOUSING
100' DIA. BOREWELL PROTECTIONAREA - NO WASTEWATER
NORTH1 1" = 80'
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
SRT
ACK DEC 2016
PRIMARY TREATMENT OFWASTEWATER*
SEP1: PRIMARY AND ADMINBLOCK SEPTIC TANK
(1) 11' L x 4'W x 6'D
(1) 11'L x 4'W x 6'D
(1) 9'L x 3'W x 6'D
(1) 9'L x 3'W x 6'D
SEP2: PRIMARY BLOCKSEPTIC TANK 2
SEP3: SECONDARY BLOCKSEPTIC TANK 1
SEP4: SECONDARY BLOCKSEPTIC TANK 2SEP5: GYMNASIUMSEPTIC TANK
SEP6: STAFF HOUSINGSEPTIC TANK
(1) 10'L x 3'W x 6'D
(1) 10'L x 3'W x 6'D
SECONDARY TREATMENT OFWASTEWATER*
TR1: PRIMARY AND ADMINBLOCK SOAK TRENCH
(2) 130' L x 3'W x 3'D
(2) 125'L x 3'W x 3'D
(2) 70'L x 3'W x 3'D
(2) 55'L x 3'W x 3'D
TR2: PRIMARY BLOCKSOAK TRENCH 2
TR3: SECONDARY BLOCKSOAK TRENCH 1
TR4: SECONDARY BLOCKSOAK TRENCH 2TR5: GYMNASIUMSOAK TRENCH
TR6: STAFF HOUSINGSOAK TRENCH
(1) 85'L x 3'W x 3'D
(1) 25'L x 2'W x 2'D
LEGEND BUILDING KEY
1
2
3
PRIMARY BLOCK
ADMINISTRATION BLOCK
4
SECONDARY BLOCK
GYMNASIUM
5
STAFF HOUSING
6 BASKETBALL COURT
7
SPORTS FIELD
4" PVC COLLECTION PIPE
WASTEWATER SOAK TRENCH
BOUNDARY LINE
WASTEWATER SEPTIC TANK
PIPE FLOW DIRECTION
SEP X
TR XSOAK TRENCH #X
SEPTIC TANK #X
HOSE FOR GREYWATERDISPERSION
*SEE APPENDIX B IN REPORT FOR IMAGE OF SEPTICTANK
*SEE APPENDIX C IN REPORT FOR IMAGE OF SOAKTRENCH
160'
1" =
80'
080
4010
NEW CAMPUS BOREWELL
FUTURE BOREWELL LOCATION
RAIN STREAM
PHASE 1
POTENTIAL FUTURE EXPANSION
PHASE 2
FUTURE PHASE
DRAINAGE DITCH EXTENSION
91
87
85
86
88
89
88
92
89
90
91
92
2C
3
+91'
+92'
+92'
CROSS-SLOPE ON WALKWAY AT1:2 RATIO (VERTICAL: HORIZONTAL)
+89'
3C
3+92'
SLOPE DOWN FROM ROAD AT1:3RATIO (VERTICAL: HORIZONTAL)
RIP RAP AT CULVERT OUTLET
CULVERT BENEATH ROAD
10'
30'
+91'
4C
3
TYPICAL
NORTH
1 1" = 20'LEGEND
ELEVATION MARKER
DEC 2016
ISSUE DATE:
C H E C K E D :
REVISION :
D A T E :
DATE :
PROJECT NO. :
DRAWN BY :
HO
PE
A
CA
DE
MY
e m i 2 . o r g
s o u t h a s i a
8269
engineering ministries
in ter nat iona l : ind ia
s h i v a l i k A - 3 2 9
basement, malviya nagar
n e w d e l h i 1 1 0 0 1 7
VIS
AK
HA
PA
TN
AM
, IN
DIA
SRT
ACK DEC 2016
VEGETATED STREAM BANK ANDSIDE-SLOPES
SIDE-SLOPES AT 1:2 RATIO(VERTICAL: HORIZONTAL)
IN-PLACE STREAM BED WITH STONES,GRAVEL, AND/ OR VEGETATION
WALKWAY AT 1:8 RATIO(VERTICAL: HORIZONTAL)
+XX'
3'
CONCRETE PIPE ('CULVERT') DIMENSIONSINNER DIAMETER: 3.3' (1.0 METER)WALL THICKNESS: 4.5"LENGTH: 60'
COMPACTED FILL AT 2' LIFTS
RIP RAP DIMENSIONSDIAMETER OF STONES/ GRAVEL: 6-12"WIDTH AT CULVERT OUTLET: 4'END WIDTH: 12'LENGTH: 16'DEPTH: 1'
UPSTREAM ELEVATION OFPIPE INVERT: 86.5'
DOWNSTREAM ELEVATION OF PIPE INVERT: 84.5'
SLOPE DOWN FROM ROAD AT 1:3RATIO (VERTICAL: HORIZONTAL)
ELEVATION AT TOP OF CULVERT: 90'(1' MINIMUM COVER)
ROADELEVATION: 91'
3 NOT TO SCALE
2 NOT TO SCALE
BRICK PAVERWALKING SURFACE
TOWARDS SCHOOL
AWAY FROM SCHOOL
VEGETATE SLOPESOFF ROAD
3'MIN
1
2
4 NOT TO SCALE
STREAM BED
ROAD WIDTH: 30'
NOTE: SPECIFICATIONS ABOVE SHOULD BE APPLIED TO THE 500' OF RAIN STREAM WHICH PASSES THROUGH THE SITE.STREAM BED MAY BE ALLOWED TO MEANDER; IT IS NOT NECESSARY TO MAKE STREAM LINEAR.
3'
SLOPE OFF WALKWAY AT 1:2 RATIO(VERTICAL: HORIZONTAL)