J.2 Site Packages Lot A2 SEED_Chinguluwe.pdf
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- Secondary Education Expansion for Development (SEED) Rural Group 2 Activity Federal contract opportunity
- Solicitation number
- 72061222R00005
About this file
This request for proposal solicits construction services for 18 community day secondary schools in Malawi. USAID seeks to award up to four firm fixed price contracts for a period of 25 months, including 13 months for construction and a 12-month warranty period. The sites are divided into four lots based on geography.
Lots A1 and A2 are set aside for Malawian firms only and comprise 19-20 schools each. Lots B1 and B2 are under full and open competition procedures and comprise six schools each, but only Malawian firms are eligible. Offerors may bid on one or both Group A lots and one or both Group B lots. Proposals must remain valid for 120 days. Construction is to provide increased secondary education access per the Malawian government's commitment.
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Text version
FOR PROCUREMENT
SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED)
SALIMA - CHINGULUWE
PLOTTED: 2/23/2022 2:57:58 PM Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\02_SITE ADAPT\GROUP 2\CENTRAL\13_CHINGULUWE\SEED_CHINGULUWE_G-001.DWG
23 FEBRUARY 2022
THE CONTENTS OF THIS DOCUMENT ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AND DO NOT NECESSARILY REFLECT THE VIEWS OF
USAID OR THE UNITED STATES GOVERNMENT.
THE DRAWINGS CONTAINED HEREIN WERE DEVELOPED BY TETRA TECH
INC, MARLBOROUGH, MA UNDER CONTRACT NO. AID-OAA-I-15-00052,
TASK ORDER NO. 72061219F00002.
TETRA TECH
SEED CONTRACT MANAGEMENT CONSULTANT
SEED RURAL GROUP 2 CONSTRUCTION SERVICES
LOT A2
LATITUDE: -13.670413°
LONGITUDE: 34.383887°
GENERAL NOTES:
1. THESE DRAWINGS AND THE TECHNICAL
SPECIFICATIONS TOGETHER DESCRIBE THE WORK TO
BE PERFORMED. IN THE CASE OF CONFLICT BETWEEN
THE DRAWINGS AND THE SPECIFICATIONS, THE
REQUIREMENTS OF THE SPECIFICATIONS SHALL TAKE
PRECEDENCE.
2. IN CASE OF CONFLICT WITHIN THE DRAWINGS, THE
FOLLOWING PRECEDENCE SHALL APPLY: SCHEDULES
AND NOTES OVER LARGE-SCALE GRAPHICAL DETAILS
OVER SMALL-SCALE GRAPHICAL DETAILS.
3. ANY DISCREPANCY DISCOVERED WITHIN THE PLANS
AND SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER OR USAID USING
PROCEDURES DEFINED IN THE CONTRACT.
4. LEVELS AND DIMENSIONS SHALL BE CHECKED BEFORE
ANY WORK COMMENCES.
5. ANY MENTION OF APPROVAL REQUIREMENTS BY THE
ENGINEER SHALL BE CONSTRUED TO MEAN APPROVAL
IN ACCORDANCE WITH THE REQUIREMENTS OF THE
CONTRACT. APPROVAL THAT REQUIRES A SHOP
DRAWING OR SUBMITTAL MUST BE DONE IN
ACCORDANCE WITH THE CONTRACT.
6. THE ENGINEER SHALL BE GIVEN AT LEAST 24 HOURS
NOTICE OF WORK PLANNED OR IN-PLACE AND
REQUIRING INSPECTION OR TESTING. THE ENGINEER
MAY AT THEIR DISCRETION ON A CASE-BY-CASE BASIS
REQUIRE ADDITIONAL NOTICE WHERE ADDITIONAL
TRAVEL TIME IS REASONABLY REQUIRED.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN
CONSTRUCTION PERIMETER FENCE AND PROVIDE
24-HOUR SITE SECURITY FOR THE DURATION OF THE
CONSTRUCTION PERIOD OF PERFORMANCE. THE FINAL
ALIGNMENT OF THE CONSTRUCTION PERIMETER FENCE
SHALL BE CONFIRMED WITH THE ENGINEER PRIOR TO
INSTALLATION.
8. THE CONTRACTOR SHALL ESTABLISH A CONSTRUCTION
ACCESS ROAD OR ROADS AS SHOWN ON THE PLANS
AND ALIGNMENT AGREED WITH THE ENGINEER. THE
CONTRACTOR MUST COORDINATE WITH THE
COMMUNITY ON THE OFF-SITE ACCESS ROUTE (ROAD
CONNECTING THE PROJECT PROPERTY WITH PUBLIC
ROAD). THE COMMUNITY IDENTIFIED THE ACCESS
ROUTE DURING DESIGN AS INDICATED IN THE
DRAWINGS, HOWEVER, THE CONTRACTOR SHALL
CONFIRM AND OBTAIN PERMISSION FROM COMMUNITY.
9. THE CONSTRUCTION GATE TO THE SITE SHALL BE AT
THE PROJECT PROPERTY LIMITS AND NOT ON
NEIGHBORING PROPERTIES.
10.PROJECT SIGN BOARD, TRAFFIC CONTROL SIGNAGE,
HEALTH AND SAFETY SIGNAGE, AND OTHER NOTICES
REQUIRED DURING CONSTRUCTION MUST BE INSTALLED
AND MAINTAINED AT EACH SITE BY THE CONTRACTOR
FOR THE DURATION OF THE PROJECT. ALL
CONSTRUCTION SIGNAGE MUST BE REMOVED AT
DEMOBILIZATION UNLESS OTHERWISE INSTRUCTED BY
THE ENGINEER.
11.A SHOP DRAWING OF THE PROJECT SIGN BOARD SHALL
BE SUBMITTED FOR USAID APPROVAL PRIOR TO
FABRICATION AND INSTALLATION. THE SHOP DRAWING
SHALL FOLLOW THE PROJECT SIGN BOARD TEMPLATE
PROVIDED IN THE DRAWINGS. THE ENGINEER MUST
APPROVE LOCATION OF PROJECT SIGN BOARD
12.THE CONTRACTOR SHALL INSTALL A SCHOOL PLAQUE
ON THE SCIENCE CLASSROOM, OR OTHER LOCATION
SPECIFIED BY USAID; USAID WILL PROVIDE THE PLAQUE
FOR EACH SCHOOL.
13.SANITATION FACILITIES MUST BE PROVIDED AND
MAINTAINED ON SITE FOR CONTRACTOR'S AND
SUBCONTRACTOR PERSONNEL AT EACH SITE
THROUGHOUT THE CONSTRUCTION PERIOD OF
PERFORMANCE.
14.NO BURNING OF WASTE OR ANY MATERIAL IS ACCEPTED
ON SITE PER MALAWI ENVIRONMENT PROTECTION
AUTHORITY(MEPA) GUIDELINES.
15.THE CONTRACTOR MUST COORDINATE WITH
COMMUNITY FOR USE OF ANY EXISTING BOREHOLE(S)
NEAR THE SITE, IF ANY. CONTRACTOR IS RESPONSIBLE
TO REPAIR ANY DAMAGE TO THE EXISTING
BOREHOLE(S) CAUSED BY CONTRACTOR USE.
CONTRACTOR RESPONSIBLE FOR ANY WATER USAGE
FEE.
GENERAL SITE CONDITION NOTES:
1. SITE CONDITIONS MAY VARY FROM THE DRAWINGS.
CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH
EXISTING SITE CONDITIONS AND NOTIFY USAID OF
SIGNIFICANT VARIATIONS. MINOR MODIFICATIONS TO
SITE LAYOUT AND ORIENTATION OF BUILDING, LATRINES
AND BOREHOLE SHALL BE DONE AT NO ADDITIONAL
COST TO USAID. ANY MODIFICATION MUST BE
APPROVED BY THE ENGINEER.
2. TRIAL PITS WERE EXCAVATED DURING DESIGN PHASE
TO 2.5 M DEPTH BELOW EXISTING GRADING. GENERAL
SOIL CONDITIONS OBSERVED ARE NOTED IN THE
SITE-SPECIFIC EXISTING CONDITIONS SHEETS.
3. BENCHMARKS AND PROPERTY CORNERS WERE
SURVEYED PRIOR TO CONSTRUCTION. THE
CONTRACTOR MAY BE REQUIRED TO RE-ESTABLISH THE
BENCHMARK AS PART OF THE SETTING OUT AND SITE
LAYOUT WORK AT NO ADDITIONAL COST TO USAID.
GENERAL SETTING OUT & SITE LAYOUT NOTES:
1. NO SURVEY BEACONS, BENCHMARKS OR BOUNDARY
PEGS AND THE LIKE MAY BE REMOVED OR DAMAGED IN
ANY WAY BY THE CONTRACTOR OR ANY ONE ON SITE.
2. THE MAJOR GRIDLINES AS WELL AS THE OVERALL
OUTLINE OF ALL THE WORKS MUST BE SET OUT
ACCORDING TO THE ENGINEERS DRAWINGS, AND
WRITTEN APPROVAL BY THE ENGINEER MUST BE GIVEN
AS PERMISSION TO PROCEED WITH ANY WORKS. ANY
DISCREPANCIES OR AMBIGUITIES RELATING TO THE
ABOVEMENTIONED MUST BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IMMEDIATELY BY MEANS
OF A RFI (REQUEST FOR INFORMATION).
3. TOLERANCES, UNLESS OTHERWISE INDICATED ON
SPECIFICATIONS AND/OR DRAWINGS, WILL BE TO LEVEL
II ACCORDING TO S.A.B.S. 1200.
4. CONTRACTOR SHALL LAYOUT THE SITE FOLLOWING THE
DRAWINGS AND IN COORDINATION WITH USAID. THE
CONTRACTOR MAY BE REQUIRED TO MAKE MINOR
MODIFICATIONS TO BUILDING, LATRINE AND BOREHOLE
ORIENTATION AT NO ADDITIONAL COST TO THE
CONTRACT, DURING SETTING OUT OF THE SITE LAYOUT
IF DEEMED NECESSARY BY USAID BASED ON EXISTING
CONDITIONS ON THE SITE OR OTHER CONSTRAINTS.
MINOR LAYOUT ADJUSTMENTS MAY TAKE PLACE TO
AVOID CUTTING TREES OR VEGETATION. ADJUSTMENTS
WILL BE DONE IN A MANNER NOT TO INCREASE
EARTHWORK OR PROJECT COST.
5. CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN
PROPOSED SEED RURAL BUILDINGS AND ANY
EXISTING/ABANDONED BUILDINGS ON SITE. THE
CONTRACTOR SHALL PROTECT EXISTING STRUCTURES
ON SITE UNLESS IDENTIFIED FOR REMOVAL.
6. TREES WITHIN THE GRADING LIMITS ARE TO BE
REMOVED UNLESS THE SITE GRADING CAN BE DONE
WITHOUT SIGNIFICANT IMPACT TO THE TREES. ALL
TREES TO BE REMOVED MUST BE CONFIRMED BY THE
ENGINEER PRIOR TO CUTTING THE TREE. THE INTENT IS
TO MINIMIZE REMOVAL OF TREES, SHRUBS, AND
VEGETATION TO THE EXTENT FEASIBLE TO COMPLETE
THE WORK. TREES AND ROOTS MUST BE REMOVED
FROM AND AROUND ALL PROPOSED BUILDING
LOCATIONS. TREES TO BE REMOVED MUST BE
IDENTIFIED AND MARKED BY THE CONTRACTOR PRIOR
TO REMOVAL
7. SHOULD THE CONTRACTOR ENCOUNTER HARD ROCK
DURING TRIAL PIT EXPLORATION FOR THE LATRINE PITS,
THE CONTRACTOR SHALL NOTIFY USAID AND DESCRIBE
THE CONDITIONS. TOGETHER WITH USAID, THE
CONTRACTOR MUST IDENTIFY A NEW LOCATION FOR
THE LATRINE THAT MEETS THE SITE LAYOUT
CONDITIONS OF OFFSET BETWEEN BUILDINGS,
DISTANCE FROM WATER SOURCES, AND DOWNWIND OF
CLASSROOMS. LATRINE TEST PITS SHALL BE
CONSIDERED INCIDENTAL TO LATRINE CONSTRUCTION.
8. THE CONTRACTOR MUST PROVIDE TOOLS AND
EQUIPMENT TO EXCAVATE WEATHERED ROCK FOUND IN
PIT LATRINES AND/OR BUILDING FOUNDATIONS.
MECHANICAL TOOLS AND EQUIPMENT MAY BE
REQUIRED AT SOME OF THE SITES TO COMPLETE
LATRINE PIT EXCAVATION.
9. SHOULD A LATRINE LOCATION NEED TO BE CHANGED,
LATRINES SHALL BE PLACED AT LEAST 30 METERS FROM
EXISTING AND/OR PROPOSED BOREHOLES AND AN
ACCEPTABLE DISTANCE FROM BUILDINGS.
10.CONTRACTOR SHALL COORDINATE LOCATION OF THE
LATRINE RAMPS WITH USAID AND SHALL TAKE INTO
ACCOUNT THE SITE DRAINAGE, GRADING, AND
ACCESSIBILITY.
11.TOPSOIL IN THE COMPACTED EARTHEN PATHWAY SHALL
BE REMOVED AND REPLACED WITH THE LOWEST
PLASTICITY MATERIAL AVAILABLE ON-SITE.
12.ALIGNMENT OF THE COMPACTED EARTHEN PATHWAY
AND ACCESS ROAD MAY BE ADJUSTED TO AVOID
CUTTING TREES TO THE EXTENT AGREED BY THE
ENGINEER.
13.CONTRACTOR SHALL PERFORM ANY DEWATERING
REQUIRED TO PROPERLY COMPLETE THE WORK.
DEWATERING DISCHARGE MUST BE DONE IN A MANNER
THAT DOESN'T POLLUTE DOWNSTREAM WATER BODIES
OR CAUSE EROSION.
14.THE PROPOSED BOREHOLE SHALL BE DRILLED AND
WELL DEVELOPED TO THE DEPTH SPECIFIED IN THE
BOQ. THE CONTRACTOR SHALL CONDUCT A YIELD TEST
FOR EACH NEW BOREHOLE IN ACCORDANCE WITH THE
CONTRACT AND SPECIFICATIONS.
15.SOAKAWAY PITS SHALL BE CONSTRUCTED AT
CLASSROOM LATRINES AND AT TEACHER HOUSES.
LOCATION OF SOAKAWAY PITS TO BE CONFIRMED
DURING SETTING OUT.
16.THE MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF
CONCRETE WALKWAYS IS 5%. CONTRACTOR SHALL
VERIFY COMPLIANCE WITH THIS MAXIMUM DURING SITE
LAYOUT OR DURING ANY ADJUSTMENT TO SITE LAYOUT.
17.TOPSOIL UNDER PROPOSED CONCRETE WALKWAYS
SHALL BE REMOVED AND THE WALKWAY SHALL BE
PLACED DIRECTLY ON SUITABLE SUBSOIL OR ON A
MINIMUM OF 60 CM OF SUITABLE COMPACTED
EMBANKMENT.
GENERAL SITE GRADING, DRAINAGE AND EARTHWORK NOTES:
1. ALL FOUNDATION EXCAVATIONS ARE TO BE INSPECTED
AND APPROVED BY THE ENGINEER BEFORE FIXING
STEEL REINFORCING AND BEFORE CASTING CONCRETE.
2. WHERE SUITABLE FOUNDING MATERIAL IS NOT
ENCOUNTERED AT THE DEPTH SHOWN ON THE
FOUNDATION DRAWINGS, EXCAVATION IS TO PROCEED
TO A DEPTH AS APPROVED BY THE ENGINEER ON SITE.
COMPENSATION FOR ANY ADDITIONAL EXCAVATION
SHALL BE AS ALLOWED FOR IN THE CONTRACT.
3. FOUNDATION OVER EXCAVATION SHALL BE BACKFILLED
TO PLAN LEVEL WITH LEAN CONCRETE IF SO ORDERED
BY THE ENGINEER.
4. ALL EARTH FILL UNDER STRUCTURE FOUNDATIONS AND
SLABS ON GRADE SHALL BE PLACED IN LOOSE LAYERS
NOT EXCEEDING 200MM AND COMPACTED TO MIN 95%
AASHTO-T99(STANDARD PROCTOR) OR APPROVED
EQUIVALENT METHODOLOGY.(STRUCTURAL BACKFILL
MUST BE APPROVED BY USAID PRIOR TO DELIVERY TO
SITE. SOIL SAMPLE TEST MUST BE CONDUCTED AND
DEEMED ACCEPTABLE BY USAID PRIOR TO USE AS
STRUCTURAL BACKFILL)
5. EXPANSIVE SOIL WITHIN 80CM OF THE BOTTOM OF THE
FOOTINGS AND/OR WITHIN 140CM OF THE BOTTOM OF
SLAB ON GRADE SHALL BE REMOVED AND REPLACED
WITH APPROVED FILL MATERIAL. REFER TO CONTRACT
REQUIREMENTS.
6. CONTRACTOR SHALL ROUGH GRADE THE SITE READY
FOR BUILDING CONSTRUCTION AND ACCESS ROUTE.
7. ALL BUILDINGS SHALL BE CONSTRUCTED ON CUT OR
FULLY COMPACTED, APPROVED, BACKFILL MATERIAL.
COMPACTION SHALL MEET THE REQUIREMENTS AND
TESTING INCLUDED IN THE TECHNICAL SPECIFICATIONS.
8. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO
PROPERTY AREA THAT IS NOT INCLUDED IN THE
GRADING LIMITS.
9. CONTRACTOR SHALL MINIMIZE REMOVAL OF TOPSOIL,
VEGETATION, AND TREES TO THE EXTENT FEASIBLE IN
GRADING THE SITE AND COMPLETING CONSTRUCTION.
10.DRAINAGE FEATURES MUST BE INSTALLED ON CUT
MATERIAL. IF NOT INSTALLED ON CUT MATERIAL, THE
AREA SHALL BE APPROVED BACKFILL MATERIAL
COMPACTED PER THE TECHNICAL SPECIFICATIONS.
11.DRAINAGE FEATURES AND SITE GRADING MUST BE
COORDINATED TO ENSURE STORMWATER FLOWS AWAY
FROM BUILDINGS, ACROSS THE SITE, AND TO AN
OFFSITE LOCATION AS SHOWN IN THE DRAWINGS.
CONTRACTOR MAY BE REQUIRED TO ADJUST LOCATION
OF DRAINAGE FEATURES TO FIT WITH THE FINAL SITE
GRADES.
12.FOR ANY GRADING OR TEMPORARY WORK REQUIRED
OUTSIDE PROJECT PROPERTY LIMITS, THE
CONTRACTOR MUST OBTAIN TEMPORARY PERMISSION
FROM NEIGHBORING PROPERTY TO COMPLETE THE
WORK.
13.CONTRACTOR MUST MINIMIZE DISTURBANCE OF AREA
WITHIN 30 METERS OF A SWAMP OR WETLAND.
14.LATRINE ROOF DRAINAGE (RUNOFF) SHALL BE
COLLECTED AND CONVEYED ALONG THE REAR OF EACH
LATRINE. SEE FACILITY PACKAGE DETAILS FOR WORK
TO BE DONE TO THE CONCRETE SLAB THAT RUNOFF
FLOWS AWAY FROM EACH LATRINE AND NOT INTO THE
LATRINE PIT.
GENERAL EROSION AND SEDIMENT CONTROL/SLOPE
STABILITY NOTES:
1. CONTRACTOR SHALL INSTALL TEMPORARY EROSION
AND SEDIMENT (E&S) CONTROL MEASURES AS
SPECIFIED IN THE DRAWINGS AND TECHNICAL
SPECIFICATIONS. THE E&S MEASURES MUST BE
MAINTAINED FOR THE DURATION OF THE
CONSTRUCTION PERIOD OF PERFORMANCE AND SHALL
BE REMOVED DURING DEMOBILIZATION.
2. CONTRACTOR IS RESPONSIBLE TO CONTROL RAINFALL
RUNOFF AND EROSION ON SITE DURING CONSTRUCTION
THROUGH PERMANENT OR TEMPORARY DIVERSION,
CHECK DAMS, SLOPE STABILITY, AND NATURAL
CHANNELS.
3. CONTRACTOR SHALL INSTALL LONG TERM EROSION
AND SEDIMENT CONTROL MEASURES AS SPECIFIED IN
THE DRAWINGS AND TECHNICAL SPECIFICATIONS.
4. THE CONTRACTOR SHALL PROTECT SLOPES FOR
EROSION BY MINIMIZING STEEPNESS OF THE SLOPE,
REPLACE VEGETATION, AND PLANT NEW VEGETATION
PER THE TECHNICAL SPECIFICATIONS. THE
CONTRACTOR IS RESPONSIBLE TO WATER AND
MAINTAIN GRASS SPRIGGING AND OTHER PLANTS
PLANTED UNDER THIS CONTRACT.
5. CONTRACTOR SHALL PROVIDE AND PLANT TREES AT A
LOCATION SPECIFIED BY USAID AND THE COMMUNITY.
THE CONTRACTOR IS RESPONSIBLE TO WATER AND
MAINTAIN THE TREES IN ACCORDANCE WITH THE
TECHNICAL SPECIFICATIONS. REFER TO THE CONTRACT
FOR NUMBER OF TREE SEEDLINGS TO BE PLANTED PER
EACH MATURE TREE CUT.
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
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FOR PROCUREMENT
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INDEX OF DRAWINGS
SHEET REF.
NUMBER
ISSUE
STATUS TITLE
GENERAL DRAWINGS
G-001 COVER SHEET
G-020 INDEX OF DRAWINGS & GENERAL NOTES
CIVIL DRAWINGS
C-100 SURVEY
C-101 EXISTING CONDITIONS AND DEMOLITION
C-102 EXISTING CONDITIONS AND DEMOLITION
C-111 OVERALL SITE LAYOUT
C-112 SITE LAYOUT
C-113 SITE LAYOUT
C-121 GRADING AND DRAINAGE
C-122 GRADING AND DRAINAGE
C-131 EROSION CONTROL AND STABILIZATION
C-132 EROSION CONTROL AND STABILIZATION
BM1
BM2
CG1
CG2
CG3
CG4
CG5
CHINGULUWE PROPOSED SCHOOL SITE
SALIMA DISTRICT
AREA: 32550m
AREA: 8.04 ACRES (3.255 HECTARES)
124 51' 40.0"
' 5
6.6
49 1 6' 49.2"
332 44' 45.4"
254 45' 21.7"
165.17 m
1 m
137.37 m
175.92 m
57.935 mEXISTING SCHOOL BLOCK
EXISTING SCHOOL
BLOCK
EXISTING SCHOOL BLOCK
FOOTBALL
GROUND
ANTHILL (TYP)
DIP TANK
BRICKS (TYP)
CHURCH
CHURCH
CHURCH
HOLE (TYP)
SOAK-AWAY
SEPTIC TANK
ROAD
POWERLINE (TYP)
WATER TANK
BOREHOLE
513.00
513.00
513.00
3.
3.
513.00
513.00
3.
3.0
4.
514.00
514.00
514.00
4.
514.00
4.
514.00
514.00
4.
514.00 514.00
514.00 514.00
514.00
514.00
4.
514.00
514.00
515.00
5.0
0 515.00
5.
512.00
514.00
514.00 514.00
514.00
513.00
513.00
5.0
512.50
512.50
2.
2.5
2.
512.50
3.
3.5
3.
50 513.50
3.
513.50 513.50
513.50
3.
4.
514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
514.50 514.50
514.50
514.50
514.50
4.
514.50
514.50
4.
4.5
3.
513.50
2.5
513.50
514.50
4.5
4.
NORTH ARROW
N
BARSCALE
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
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FOR PROCUREMENT
LEGEND
MAJOR CONTOURS
MINOR CONTOURS
TREE
SURVEYED PROPERTY LIMITS
BOUNDARY BEACON
BENCHMARK
ANTHILL
BENCHMARK
NAME EASTINGS NORTHINGS ELEVATIONS
CORNER POINTS COORDINATES
NAME EASTINGS NORTHINGS ELEVATIONS
PIT LATRINE
CH3 629075.30 8578644.27 569.08
CH4 629116.45 8578871.12 552.38
FOOT PATH
BUILDINGS
STREAM
GULLY
BRICKS
HOLE
ROCK
1:600
100 20 60m
SURVEY PLAN
1:600
G .C
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M
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C-100
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PL
AN
BM1 649613.03 8488364.84 514.613
BM2 649711.47 8488326.76 513.55
BOREHOLE
POWER LINES
ELECTRIC POLE
1144.00
1144.50
CG1 649697.89 8488424.36
CG2 649768.56 8488269.41
AutoCAD SHX Text ²
EXISTING SCHOOL BLOCK
EXISTING SCHOOL BLOCK
REMOVE ANTHILL
(SEE NOTE 9)
REMOVE DIP TANK
REMOVE BRICKS (SEE NOTE 7)
CHURCH
CHURCH
FILL UP HOLE (SEE NOTE 9)
SOAK-AWAY
SEPTIC TANK
ROAD
POWERLINE (TYP)
WATER TANK
BOREHOLE
SURVEYED
PROPERTY LIMITS
PROTECT TREE (TYP)
PROTECT LATRINE
PROTECT
FOOTBALL
GROUND
513.00
3.
3.0
514.00
514.00
4.
514.00
514.00
514.00
514.00 514.00
514.00 514.00
514.00
514.00
4.
514.00
514.00
5.
513.00
513.00
2.
2.
3.
513.50
3.
513.50 513.50
513.50
3.
4.
514.50
514.50
514.50 514.50
4.
514.50
514.50
4.5
514.50 514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
4.
3.
513.50
513.50
514.50
4.5
4.
EXISTING FOOTPATH
(SEE NOTE 7)
REMOVE TREE (TYP)
TP-7 (SAND, SILT, CLAY)
TP-4 (SAND, CLAY, GRAVEL)
TP-3 (SAND, CLAY)
TP-2 (SAND, SILT, CLAY)
TP-1 (SAND, SILT, CLAY)
PROJECT LIMITS
AND GRADING
LIMITS
PROTECT LATRINE
NORTH ARROW
N
BARSCALE
A
B
C
D
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F
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2 3 4 5 6 7 8 9 10 11
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
LEGEND
MAJOR CONTOURS
MINOR CONTOURS
TREE
SURVEYED PROPERTY LIMITS
BOUNDARY BEACON
BENCHMARK
ANTHILL
BENCHMARK
NAME EASTINGS NORTHINGS ELEVATIONS
CORNER POINTS COORDINATES
NAME EASTINGS NORTHINGS ELEVATIONS
PIT LATRINE
CH3 629075.30 8578644.27 569.08
CH4 629116.45 8578871.12 552.38
FOOT PATH/ROAD
BUILDINGS
PROJECTS LIMITS
GRADING LIMITS
BRICKS
HOLE
1:400
80 16 40m
EXISTING CONDITIONS AND DEMO
1:400
G .C
M
BS
M
BS
-0 7-
SE
ED
_C H
IN
G
U
LU
W E_
C -1
.D
W G
C-101
SA
LI
M A
C H
IN
G
U
LU
W E
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
AN
D D
EM
O
BM1 649613.03 8488364.84 514.613
BM2 649711.47 8488326.76 513.55
POWER LINES
GENERAL NOTES
MATCHLINESEE SHEETMATCHLINE C-102
CG5 649646.92 8488410.78 514.25
1144.00
1144.50
1. REFER TO GENERAL NOTES FOR TREE REMOVAL INCLUDING
CONFIRMATION FROM SUPERVISING ENGINEER.
2. TREE REMOVAL INCLUDES ROOT REMOVAL AND
BACKFILL/COMPACTION.
3. CONTRACTOR TO CONFIRM WITH ENGINEER LOCATION OF
MATERIAL AND CONSTRUCTION EQUIPMENT LAY DOWN AREA.
4. ALL TRIAL PITS SHOULD BE BACKFILLED WITH SELECTED ON SITE
MATERIAL
5. PROJECT LIMIT LINE SHALL COINCIDE WITH SITE CONSTRUCTION
FENCE(SITE HOARDING)
6. THE CONTRACTOR SHALL LIMIT DISTURBANCE TO EXISTING SITE
BEYOND GRADING LIMITS UNLESS APPROVED BY THE ENGINEER,
THE INTENT IS TO CONFINE CONSTRUCTION ACTIVITIES WITHIN
PROJECT LIMITS
7. EXISTING FOOTPATHS PASSING THROUGH THE PROJECTS LIMITS
SHALL BE RELOCATED BY THE SCHOOL MANAGEMENT AND
COMMUNITY
8. CONTRACTOR SHALL OBTAIN TEMPORARY PERMISSION FROM
NEIGHBORING PROPERTY OWNER TO COMPLETE MINOR
GRADING WORK OUTSIDE SCHOOL PROPERTY BOUNDARY
9. REMOVE BUSH, ANTHILLS,BRICKS AND FILL UP HOLES WITHIN
THE PROJECTS LIMITS AS CONFIRMED BY THE ENGINEER
TRIAL PIT
CG1 649697.89 8488424.36
CG2 649768.56 8488269.41
AutoCAD SHX Text
BM1
AutoCAD SHX Text
BM2
AutoCAD SHX Text
CG1
AutoCAD SHX Text
CG2
AutoCAD SHX Text
CG5
AutoCAD SHX Text 217 06' 56.6"
AutoCAD SHX Text 332 44' 45.4"
AutoCAD SHX Text 254 45' 21.7"
AutoCAD SHX Text 171 m
AutoCAD SHX Text
175.92 m
AutoCAD SHX Text
57.935 m
AutoCAD SHX Text
PROPOSED PROJECT SIGN BOARD
AutoCAD SHX Text
PROPOSED TRAFFIC SIGN
CONSTRUCTION ACCESS ROAD/SITE ENTRACE
513.00
513.00
3.
00513.00
4.
514.00
4.
514.00
514.00 514.00
514.00
513.00
512.50
512.50
2.5
512.50
3.
3.5
2.5
EXISTING FOOTPATH
(SEE NOTE 7)
PROJECT LIMITS
AND GRADING
LIMITS
TP-5 (SAND, SILT, CLAY)
TP-6 (SAND, SILT, CLAY)
NORTH ARROW
N
BARSCALE
A
B
C
D
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F
G
2 3 4 5 6 7 8 9 10 11
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SHEET ID
PLOTTED: 2/23/2022 2:57:15 PM
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
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EN
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
1:400
80 16 40m
EXISTING CONDITIONS AND DEMO
1:400
G .C
M
BS
M
BS
-0 7-
SE
ED
_C H
IN
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LU
W E_
C -1
.D
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C-102
SA
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IN
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O N
D
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IO
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AN
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EM
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MATCHLINE SEE SHEET MATCHLINEC-101
LEGEND
MAJOR CONTOURS
MINOR CONTOURS
TREE
SURVEYED PROPERTY LIMITS
BOUNDARY BEACON
BENCHMARK
ANTHILL
BENCHMARK
NAME EASTINGS NORTHINGS ELEVATIONS
CORNER POINTS COORDINATES
NAME EASTINGS NORTHINGS ELEVATIONS
PIT LATRINE
CH3 629075.30 8578644.27 569.08
CH4 629116.45 8578871.12 552.38
FOOT PATH/ROAD
BUILDINGS
STREAM
GULLY
BRICKS
HOLE
BM1 649613.03 8488364.84 514.613
BM2 649711.47 8488326.76 513.55
POWER LINES
GENERAL NOTES
CG5 649646.92 8488410.78 514.25
1144.00
1144.50
TRIAL PIT
CG1 649697.89 8488424.36
CG2 649768.56 8488269.41
1. REFER TO GENERAL NOTES FOR TREE REMOVAL INCLUDING
CONFIRMATION FROM SUPERVISING ENGINEER.
2. TREE REMOVAL INCLUDES ROOT REMOVAL AND
BACKFILL/COMPACTION.
3. CONTRACTOR TO CONFIRM WITH ENGINEER LOCATION OF
MATERIAL AND CONSTRUCTION EQUIPMENT LAY DOWN AREA.
4. ALL TRIAL PITS SHOULD BE BACKFILLED WITH SELECTED ON SITE
MATERIAL
5. PROJECT LIMIT LINE SHALL COINCIDE WITH SITE CONSTRUCTION
FENCE(SITE HOARDING)
6. THE CONTRACTOR SHALL LIMIT DISTURBANCE TO EXISTING SITE
BEYOND GRADING LIMITS UNLESS APPROVED BY THE ENGINEER,
THE INTENT IS TO CONFINE CONSTRUCTION ACTIVITIES WITHIN
PROJECT LIMITS
7. EXISTING FOOTPATHS PASSING THROUGH THE PROJECTS LIMITS
SHALL BE RELOCATED BY THE SCHOOL MANAGEMENT AND
COMMUNITY
8. CONTRACTOR SHALL OBTAIN TEMPORARY PERMISSION FROM
NEIGHBORING PROPERTY OWNER TO COMPLETE MINOR
GRADING WORK OUTSIDE SCHOOL PROPERTY BOUNDARY
9. REMOVE BUSH, ANTHILLS,BRICKS AND FILL UP HOLES WITHIN
THE PROJECTS LIMITS AS CONFIRMED BY THE ENGINEER
AutoCAD SHX Text
CG2
AutoCAD SHX Text
CG3
AutoCAD SHX Text 124 51' 40.0"
AutoCAD SHX Text 49 16' 49.2"
AutoCAD SHX Text
165.17 m
137.37 m
BM1
BM2
CG1
CG2
CG3
CG5
CHINGULUWE PROPOSED SCHOOL SITE
SALIMA DISTRICT
AREA: 32550m
AREA: 8.04 ACRES (3.255 HECTARES)
124 51' 40.0"
' 5
6.6
49 1 6' 49.2"
332 44' 45.4"
254 45' 21.7"
165.17 m
1 m
137.37 m
175.92 m
57.935 m
513.00
513.00
513.00
3.
3.
513.00
513.00
3.
3.0
4.
514.00
514.00
514.00
4.
514.00
4.
514.00
514.00
4.
514.00 514.00
514.00 514.00
514.00
514.00
4.
514.00
514.00
5.0
0 515.00
5.
512.00
514.00
514.00 514.00
514.00
513.00
513.00
5.0
512.50
512.50
2.
2.5
2.
512.50
3.
3.5
3.
50 513.50
3.
513.50 513.50
513.50
3.
4.
514.50
514.50
514.50 514.50
4.
514.50
514.50
4.5
514.50 514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
4.
3.
513.50
2.5
513.50
514.50
4.5
4.
TEACHER
HOUSING
LATRINE
TEACHER
HOUSING
LATRINE
EARTHEN
ACCESS ROAD
TEACHER LATRINE
COMPACTED
EARTHEN
PATHWAY
STUDENT LATRINE
(FEMALE)
COMPACTED
EARTHEN
PATHWAY
STUDENT LATRINE (MALE)
CONCRETE
SIDEWALK
TEACHER
HOUSING
TEACHER
HOUSING
SCIENCE
CLASSROOM
CLASSROOM
BLOCK
CLASSROOM
BLOCK
MATCHLINE C-112
C-113
PROTECT
FOOTBALL
PITCH
EARTHEN
ACCESS ROAD
EARTHEN
ACCESS ROAD
P-BH
1:600
100 20 60m
NORTH ARROW
N
BARSCALE
OVERALL SITE PLAN
1:600
G C
PG PG
-0 8-
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
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P R
O C
U R
EM
EN
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TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
1. THIS SHEET IS INTENDED FOR OVERALL SITE ORIENTATION WITH
EXISTING & PROPOSED FEATURES
GENERAL NOTE
²
' 5
6.6
332 44' 45.4"
254 45' 21.7"
1 m
175.92 m
57.935 m
P-BH
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
N 649697.4573 E 8488383.7173
N 649666.3031 E 8488375.3173
N 649666.3031 E 8488383.7173
N 649697.4573 E 8488375.3173
EARTHEN
ACCESS ROAD
SCIENCE
CLASSROOM
TEACHER
LATRINE
SOAKWAY
PIT
COMPACTED
EARTHEN
PATHWAY
CLASSROOM
BLOCK
N 649704.4991 E 8488298.5794
N 649727.0517 E 8488306.7879
N 649670.2237 E 8488312.9304
N 649685.4467 E 8488318.4711
CLASSROOM
BLOCK
N 649704.0390 E 8488264.7578
N 649726.5916 E 8488272.9663
CONCRETE
SIDEWALK
EARTHEN
ACCESS ROAD
N 649670.2600 E 8488354.2800
CONNECT
ACCESS ROAD
TO EXISTING
ROADWAY
CONNECT
ACCESS ROAD
TO EXISTING
ROADWAY
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
SITE PLAN
1:400
G C
PG PG
-0 8-
SE
ED
_C H
IN
G
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LU
W E_
C -1
.D
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C-112
SA
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M A
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IN
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
GENERAL NOTES
LEGEND
BEACON
ROAD
SURVEYED PROPERTY LIMITS
PROPOSED BOREHOLEP-BH
PROJECT LIMIT
EXISTING BUILDING
BM BENCH MARK
1. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION FENCE
ALONG PROJECT LIMITS.
2. DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED
3. DURING SETTING OUT OF BUILDINGS, CONFIRM LOCATION OF
EACH BUILDING WITH ENGINEER PRIOR TO FOUNDATION
EXCAVATION
4. COMPLETE TRIAL PIT AT PROPOSED LATRINE LOCATION TO
CHECK FOR HARD ROCK
5. PROVIDE DIAMETER 110mm CLASS 6 UPVC PIPE CONNECTING TO
THE SOAKAWAYS FROM GULLY BOXES OR PIT LATRINES AS
REQUIRED LAID AT A SLOPE OF 1 % MINIMUM
6. REFER TO STANDARD DETAILS FOR TEACHER HOUSE SOAKAWAY
LAYOUT
7. UNLESS OTHERWISE NOTED, TIE PROPOSED DRIVEWAY TO THE
PROMINENT OFF SITE ACCESS POINT
8. SEE BOQ FOR PROPOSE BOREHOLE DEPTH
MATCHLINE SEE SHEET MATCHLINEC-113
POWER LINES
AutoCAD SHX Text
CG1
AutoCAD SHX Text
CG2
CG5
124 51' 40.0" 49 1
6' 49.2"165.17 m 137.37 m
STUDENT LATRINE
(FEMALE)
COMPACTED
EARTHEN
PATHWAY
SOAKWAY PIT
STUDENT LATRINE (MALE)
SOAKWAY PIT
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
SITE PLAN
1:400
G C
PG PG
-0 8-
SE
ED
_C H
IN
G
U
LU
W E_
C -1
.D
W G
C-113
SA
LI
M A
C H
IN
G
U
LU
W E
SI
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P
LA
N
A
B
C
D
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F
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2 3 4 5 6 7 8 9 10 11
D
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B
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D R
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N
B Y:
C H
EC
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D B
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SU
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D B
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PLOTTED: 2/23/2022 2:57:27 PM
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
GENERAL NOTES
LEGEND
BEACON
ROAD
SURVEYED PROPERTY LIMITS
PROPOSED BOREHOLEP-BH
PROJECT LIMIT
EXISTING BUILDING
BM BENCH MARK
1. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION FENCE
ALONG PROJECT LIMITS.
2. DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED
3. DURING SETTING OUT OF BUILDINGS, CONFIRM LOCATION OF
EACH BUILDING WITH ENGINEER PRIOR TO FOUNDATION
EXCAVATION
4. COMPLETE TRIAL PIT AT PROPOSED LATRINE LOCATION TO
CHECK FOR HARD ROCK
5. PROVIDE DIAMETER 110mm CLASS 6 UPVC PIPE CONNECTING TO
THE SOAKAWAYS FROM GULLY BOXES OR PIT LATRINES AS
REQUIRED LAID AT A SLOPE OF 1 % MINIMUM
6. REFER TO STANDARD DETAILS FOR TEACHER HOUSE SOAKAWAY
LAYOUT
7. UNLESS OTHERWISE NOTED, TIE PROPOSED DRIVEWAY TO THE
PROMINENT OFF SITE ACCESS POINT
8. SEE BOQ FOR PROPOSE BOREHOLE DEPTH
MATCHLINE SEE SHEET MATCHLINEC-112
CG3
3.
3.0
514.00
514.00
4.
514.00
514.00
514.00
4.
514.00 514.00
514.00 514.00
514.00
514.00
4.
514.00
514.00
5.
513.00
513.00
2.
2.
3.
513.50
3.
513.50 513.50
513.50
3.
4.
514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
514.50 514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
4.
3.
513.50
514.50
4.5
4.
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
SCIENCE
CLASSROOM
TEACHER
LATRINE
CLASSROOM
BLOCK
CLASSROOM
BLOCK
FFE = 514.90
FFE = 514.90
SITE GRADING
LIMITS
3.
FFE = 514.40
4.
THE CONTRACTOR SHALL
GRADE SITE TO DRAIN
STORM WATER TO EXISTING
DRAINAGE CHANNEL
SITE GRADING
AND PROPERTY
LIMITS
FFE = 514.90
514.00
4.
514.50
4.
FFE = 514.40
3.0
FFE = 514.40
514.00
SEE NOTE 5
4M 300 mm UPVC DRAIN
PIPE WITH ENDWALL
INV IN = 513.50
INV OUT = 513.45
514.50
3.
LP
LPHP
HP
LP
LP
HP
HP
HP
HP
LP
LP
4.
LP
HP
HP
LP
LPHP
HP
LP
4M 300 mm UPVC DRAIN
PIPE WITH ENDWALL
INV IN = 513.50
INV OUT = 513.45
4.
514.00
513.50
SEE NOTE 5
514.50
514.00
514.00
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
GRADING AND
DRAINAGE
1:400
KJKG
S
W C
P
-0
5-
SE
ED
_M
PH
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I_
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.D
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C-121
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D B
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PLOTTED: 2/23/2022 3:01:29 PM
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
MATCHLINE SEE SHEET MATCHLINEC-122
GENERAL NOTES
1. SEE SHEET D-C-503 FOR ROOF DRAINAGE APRON DETAIL.
2. HP AND LP INDICATE THE HIGH POINT AND LOW POINT ALONG
PROPOSED ROOF DRAINAGE APRONS.
3. SPOT ELEVATIONS ARE FOR SITE DRAINAGE.
4. FLOW ARROWS ARE FOR SITE DRAINAGE. FINAL SITE GRADING
SHOULD BE DONE IN ACCORDANCE WITH OVERALL DRAINAGE
PLAN.
5. DRAINAGE PIPE INDICATED ON PLANS WITHOUT SPECIFIC SIZES
OR INVERT INFORMATION SHALL BE 300 MM DIAMETER X 2
METERS LONG MINIMUM. AND PLACED TO SUIT AS-BUILT
GRADES. PROVIDE MINIMUM 1M² RIP-RAP PITCHING AT ALL PIPE
OUTLETS, INCLUDING AT 150 MM ROOF DRAINAGE POINTS.
ENDWALLS ARE NOT REQUIRED.
6. DRAINAGE PIPE WITH INVERT ELEVATIONS SPECIFIED SHALL BE
PROVIDED WITH ENDWALLS. FIELD ADJUST PROPOSED GRADES
TO PROVIDE A MINIMUM OF 30 CM COVER OVER DRAINAGE PIPE
WITH INVERT INFORMATION PROVIDED.
7. SLOPE FOR ALL DRAINAGE PIPE SHALL BE MINIMUM 1.0%.
8. FINISHED GRADES SHALL SLOPE AWAY FROM THE FINISHED
FLOOR OF EACH BUILDING A MINIMUM OF 0.15 M AT 3.0 M (5%)
FROM BUILDING. IF ADJACENT GROUND HAS A CONCRETE PATH,
THE CROSS SLOPE ON THE CONCRETE PATH SHALL BE 2% AWAY
FROM BUILDING.
9. SEE SPECIFICATION DIVISION 31 FOR SITE EXCAVATION,
COMPACTION AND FINISH GRADING REQUIREMENTS.
10. EARTHEN PATHWAYS SLOPE SHALL NOT EXCEED 5%
SITE GRADING LIMITS
EXISTING CONTOUR (MAJOR)
EXISTING CONTOUR (MINOR)
PROPOSED CONTOUR (MAJOR)
PROPOSED CONTOUR (MINOR)
PROPOSED FLOW ARROW
HIGH POINT
LOW POINT
DIVERSION DITCH
HP
LP
1333.00
1333.00
1333.50
1333.50
LEGEND
AutoCAD SHX Text
BM1
AutoCAD SHX Text
BM2
AutoCAD SHX Text
CG1
AutoCAD SHX Text
CG2
AutoCAD SHX Text
CG5
AutoCAD SHX Text 217 06' 56.6"
AutoCAD SHX Text 332 44' 45.4"
AutoCAD SHX Text 254 45' 21.7"
AutoCAD SHX Text 171 m
57.935 m
513.00
3.
3.
00513.00
4.
514.00
4.
514.00
514.00 514.00
514.00
513.00
512.50
512.50
2.5
512.50
3.
3.5
2.5
STUDENT LATRINE
(FEMALE)
SOAKWAY PIT
STUDENT LATRINE (MALE)
SOAKWAY PIT
FFE = 514.40
514.00 513.50
FFE = 513.90
3.
SEE NOTE 5
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
GRADING AND
DRAINAGE
1:400
KJKG
S
W C
P
-0
5-
SE
ED
_M
PH
ES
I_
C -1
.D
W G
C-122
SA
LI
M A
C H
IN
G
U
LU
W E
G R
AD
IN
G A
N D
D R
AI
N
AG
E
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
IS
SU
E D
AT
E:
TA
SK
O R
D
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SHEET ID
PLOTTED: 2/23/2022 3:01:31 PM
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
MATCHLINE SEE SHEET MATCHLINEC-121
GENERAL NOTES
1. SEE SHEET D-C-503 FOR ROOF DRAINAGE APRON DETAIL.
2. HP AND LP INDICATE THE HIGH POINT AND LOW POINT ALONG
PROPOSED ROOF DRAINAGE APRONS.
3. SPOT ELEVATIONS ARE FOR SITE DRAINAGE.
4. FLOW ARROWS ARE FOR SITE DRAINAGE. FINAL SITE GRADING
SHOULD BE DONE IN ACCORDANCE WITH OVERALL DRAINAGE
PLAN.
5. DRAINAGE PIPE INDICATED ON PLANS WITHOUT SPECIFIC SIZES
OR INVERT INFORMATION SHALL BE 300 MM DIAMETER X 2
METERS LONG MINIMUM. AND PLACED TO SUIT AS-BUILT
GRADES. PROVIDE MINIMUM 1M² RIP-RAP PITCHING AT ALL PIPE
OUTLETS, INCLUDING AT 150 MM ROOF DRAINAGE POINTS.
ENDWALLS ARE NOT REQUIRED.
6. DRAINAGE PIPE WITH INVERT ELEVATIONS SPECIFIED SHALL BE
PROVIDED WITH ENDWALLS. FIELD ADJUST PROPOSED GRADES
TO PROVIDE A MINIMUM OF 30 CM COVER OVER DRAINAGE PIPE
WITH INVERT INFORMATION PROVIDED.
7. SLOPE FOR ALL DRAINAGE PIPE SHALL BE MINIMUM 1.0%.
8. FINISHED GRADES SHALL SLOPE AWAY FROM THE FINISHED
FLOOR OF EACH BUILDING A MINIMUM OF 0.15 M AT 3.0 M (5%)
FROM BUILDING. IF ADJACENT GROUND HAS A CONCRETE PATH,
THE CROSS SLOPE ON THE CONCRETE PATH SHALL BE 2% AWAY
FROM BUILDING.
9. SEE SPECIFICATION DIVISION 31 FOR SITE EXCAVATION,
COMPACTION AND FINISH GRADING REQUIREMENTS.
10. EARTHEN PATHWAYS SLOPE SHALL NOT EXCEED 5%
SITE GRADING LIMITS
EXISTING CONTOUR (MAJOR)
EXISTING CONTOUR (MINOR)
PROPOSED CONTOUR (MAJOR)
PROPOSED CONTOUR (MINOR)
PROPOSED FLOW ARROW
HIGH POINT
LOW POINT
DIVERSION DITCH
HP
LP
1333.00
1333.00
1333.50
1333.50
LEGEND
AutoCAD SHX Text
CG3
AutoCAD SHX Text 124 51' 40.0"
AutoCAD SHX Text 49 16' 49.2"
AutoCAD SHX Text
165.17 m
137.37 m
P-BH
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
SCIENCE
CLASSROOM
TEACHER
LATRINE
CLASSROOM
BLOCK
CLASSROOM
BLOCK
FFE = 514.90
FFE = 514.90
SITE GRADING
LIMITS
3.
FFE = 514.40
4.
SITE GRADING
AND PROPERTY
LIMITS
FFE = 514.90
514.00
4.
514.50
4.
FFE = 514.40
3.0
FFE = 514.40
514.00
514.50
3.
3.
LP
LPHP
HP
LP
LP
HP
HP
HP
HP
LP
LP
4.
LPHP
HP
LP
LPHP
HP
LP
4.
514.00
513.50
514.50
514.00
514.00
' 5
6.6
332 44' 45.4"
254 45' 21.7"
1 m
175.92 m
57.935 m
3.
513.00
3.
3.0
514.00
514.00
4.
514.00
514.00
514.00
4.
514.00 514.00
514.00 514.00
514.00
514.00
4.
514.00
514.00
5.
514.00
513.00
513.00
2.
2.
3.
513.50
3.
513.50 513.50
513.50
3.
4.
514.50
514.50
514.50 514.50
4.
514.50
514.50
4.5
514.50 514.50
514.50
514.50 514.50
4.
514.50
514.50
4.
4.
3.
514.50
4.5
4.
P-BH
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
TEACHER
HOUSING
TEACHER
HOUSING
TEACHER
HOUSING LATRINE
SCIENCE
CLASSROOM
TEACHER
LATRINE
CLASSROOM
BLOCK
CLASSROOM
BLOCK
FFE = 514.90
FFE = 514.90
SITE GRADING
LIMITS
3.
FFE = 514.40
4.
SITE GRADING
AND PROPERTY
LIMITS
FFE = 514.90
514.00
4.
514.50
4.
FFE = 514.40
3.0
FFE = 514.40
514.00
514.50
3.
3.
LP
LPHP
HP
LP
LP
HP
HP
HP
HP
LP
LP
4.
LPHP
HP
LP
LPHP
HP
LP
4.
514.00
513.50
514.50
514.00
514.00
RIPRAP
(2M x 1M)
RIPRAP
(2M x 1M)
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
EROSION CONTROL
AND STABILIZATION
1:400
KJM
LM
M
LM
-0
7-
SE
ED
_C H
IN
G
U
LU
W E_
C -1
.D
W G
C-131
SA
LI
M A
C H
IN
G
U
LU
W E
ER
O
SI
O
N C
O N
TR
O
L
AN
D S
TA
BI
LI
ZA
TI
O
N
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
IS
SU
E D
AT
E:
TA
SK
O R
D
ER
N O
C O
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TR
AC
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SHEET ID
PLOTTED: 2/23/2022 3:02:36 PM
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
SITE GRADING LIMITS
EXISTING CONTOUR (MAJOR)
EXISTING CONTOUR (MINOR)
PROPOSED CONTOUR (MAJOR)
PROPOSED CONTOUR (MINOR)
SILT FENCE
RIP RAP (PITCHING)
SPRIGGING
CHECK DAM
DIVERSION DITCH
1437.00
1433.00
1437.50
1433.50
LEGEND
SF
NOTES
1. RIPRAP PITCHING (100 CM LONG BY 100 CM WIDE) TO BE INSTALLED
AT THE END OF ROOF DRAINAGE APRON OUTLET PIPES FOR
CLASSROOMS. RIPRAP PITCHING (50 CM LONG BY 50 CM WIDE) TO
BE INSTALLED AT THE END OF ROOF DRAINAGE APRON OUTLET
PIPES FOR SCIENCE CLASSROOMS AND TEACHER HOUSING.
MATCHLINE SEE SHEET MATCHLINEC-132
AutoCAD SHX Text
CG1
AutoCAD SHX Text
CG2
CG5
STUDENT LATRINE
(FEMALE)
SOAKWAY PIT
STUDENT LATRINE (MALE)
SOAKWAY PIT
FFE = 514.40
514.00 513.50
FFE = 513.90
3.
124 51' 40.0" 49 1
6' 49.2"165.17 m 137.37 m
513.00
513.00
513.00
3.
3.
00513.00
4.
514.00
4.
514.00
514.00 514.00
514.00
513.00
512.50
512.50
2.5
512.50
3.
3.5
2.5
STUDENT LATRINE
(FEMALE)
SOAKWAY PIT
STUDENT LATRINE (MALE)
SOAKWAY PIT
FFE = 514.40
514.00 513.50
FFE = 513.90
3.
1:400
80 16 40m
NORTH ARROW
N
BARSCALE
EROSION CONTROL
AND STABILIZATION
1:400
KJM
LM
M
LM
-0
7-
SE
ED
_C H
IN
G
U
LU
W E_
C -1
.D
W G
C-132
SA
LI
M A
C H
IN
G
U
LU
W E
ER
O
SI
O
N C
O N
TR
O
L
AN
D S
TA
BI
LI
ZA
TI
O
N
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
IS
SU
E D
AT
E:
TA
SK
O R
D
ER
N O
C O
N
TR
AC
T
N O
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SHEET ID
PLOTTED: 2/23/2022 3:02:39 PM
F0
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DIM. NOTE
ALL DIMENSIONS
SHOWN IN CALLOUTS
AND/OR NOTES ARE
IN METERS UNLESS
NOTED OTHERWISE
F
EB
FO
R
P R
O C
U R
EM
EN
T
TE
TR
A
TE
C H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
SE
ED
C M
C
SI
TE
P
AC
KA
G
E
FOR PROCUREMENT
SITE GRADING LIMITS
EXISTING CONTOUR (MAJOR)
EXISTING CONTOUR (MINOR)
PROPOSED CONTOUR (MAJOR)
PROPOSED CONTOUR (MINOR)
SILT FENCE
RIP RAP (PITCHING)
SPRIGGING
CHECK DAM
DIVERSION DITCH
1437.00
1433.00
1437.50
1433.50
LEGEND
SF
NOTES
1. RIPRAP PITCHING (100 CM LONG BY 100 CM WIDE) TO BE INSTALLED
AT THE END OF ROOF DRAINAGE APRON OUTLET PIPES FOR
CLASSROOMS. RIPRAP PITCHING (50 CM LONG BY 50 CM WIDE) TO
BE INSTALLED AT THE END OF ROOF DRAINAGE APRON OUTLET
PIPES FOR SCIENCE CLASSROOMS AND TEACHER HOUSING.
MATCHLINE SEE SHEET MATCHLINEC-131
CG3
| SEED_Chinguluwe_G-001-G-001 |
| Sheets and Views |
| SEED_Chinguluwe_G-001-G-001 |
| SEED_Chinguluwe_G-020-G-020 |
| Sheets and Views |
| SEED_Chinguluwe_G-020-G-020 |
| SEED_Chinguluwe_C-100-C-100 |
| Sheets and Views |
| SEED_Chinguluwe_C-100-C-100 |
| SEED_Chinguluwe_C-101-C-101 |
| Sheets and Views |
| SEED_Chinguluwe_C-101-C-101 |
| SEED_Chinguluwe_C-101-C-102 |
| Sheets and Views |
| SEED_Chinguluwe_C-101-C-102 |
| SEED_Chinguluwe_C-111-C-111 |
| Sheets and Views |
| SEED_Chinguluwe_C-111-C-111 |
| SEED_Chinguluwe_C-112-C-112 |
| Sheets and Views |
| SEED_Chinguluwe_C-112-C-112 |
| SEED_Chinguluwe_C-112-C-113 |
| Sheets and Views |
| SEED_Chinguluwe_C-112-C-113 |
| SEED_Chinguluwe_C-121-C-121 |
| Sheets and Views |
| SEED_Chinguluwe_C-121-C-121 |
| SEED_Chinguluwe_C-121-C-122 |
| Sheets and Views |
| SEED_Chinguluwe_C-121-C-122 |
| SEED_Chinguluwe_C-131-C-131 |
| Sheets and Views |
| SEED_Chinguluwe_C-131-C-131 |
| SEED_Chinguluwe_C-131-C-132 |
| Sheets and Views |
| SEED_Chinguluwe_C-131-C-132 |
File details come from the government source that posted it. Updated .