J.2 Site Packages Lot A2 SEED_Michulu.pdf

FOR PROCUREMENT

SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED)

SALIMA - MICHULU

PLOTTED: 2/23/2022 7:21:40 PM Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\02_SITE ADAPT\GROUP 2\CENTRAL\11_MICHULU\SEED_MICHULU_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: -13.526323°

LONGITUDE: 34.164449°

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.

A

B

C

D

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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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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

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AC

KA

G

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FOR PROCUREMENT

M R

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JT

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SP

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-0 6-

SE

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N D

O _C

-1

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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-111 OVERALL SITE LAYOUT

C-112 SITE LAYOUT

C-121 GRADING AND DRAINAGE

C-131 EROSION CONTROL AND STABILIZATION

BM1

BM2

MC1

MC2

MC3

MC4

MC5

MICHULU PROPOSED SCHOOL SITE

SALIMA DISTRICT

AREA: 33980m²

AREA: 8.40 ACRES (3.40 HECTARES)

99° 23' 30.9"271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6" 123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

ANTHILL

(TYP)

ROAD STREAM (TYP)

GRAVEL PILE

EXISTING CHURCH

RIVER

EXISTING

FOOTPATH

0.0

650.00

650.00

0.

1.

1.

651.00

651.00

1.

652.00

2.0

652.00

2.

652.00 652.00

653.00

653.00 653.00

653.00

653.00 653.00

653.00653.00

3.

653.00

3.0

3.0

3.0

653.00

653.00

654.00

654.00654.00

4.

654.00 654.00

4.0

654.00

654.00

655.00

655.00655.00

655.00

5.

00655.00

5.

5.

655.00

656.00

657.00

658.00

658.00

658.00

659.00

660.00

1.

661.00

661.00

661.00

661.00

662.00

3.0

0 66 3.0

663.00

663.00 663.00

3.0

664.00

4.

4.0

664.00

664.00

9.

650.50 65 0.5

0.

50650.50

0.

1.

1.

1.

651.50

651.50

651.50

652.50

652.50

2.5

2.

652.50

3.

653.50 653.50

3.5

0653.50

653.50 653.50

653.50

653.50

653.50

653.50

3.

3.

3.5

3.5

653.50

653.50 653.50

653.50

3.

654.50

654.50

654.50

4.5

654.50

4.

4.

4.

654.50

655.50

655.50

5.

655.50

5.

5.5

656.50

6.

656.50

657.50

657.50

8.

658.50

658.50

8.

8.

659.50

659.50

659.50

660.50

660.50

660.50

661.50

1.

661.50

662.50

662.50

663.50

4.

665.50

665.50

657.50

660.00 659.00

658.00 657.00

656.00

655.00 654.00

653.00

652.00

663.00

662.00 661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50

SURVEYED

PROPERTY

LIMITS

SURVEYED

PROPERTY

LIMITS

STREAM

NORTH ARROW

N

BARSCALE

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

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IT

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D B

Y:

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ZE

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E D

AT

E:

TA

SK

O R

D

ER

N O

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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).

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ED

C M

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FOR PROCUREMENT

LEGEND

BENCHMARK

NAME EASTINGS NORTHINGS ELEVATIONS

CORNER POINT COORDINATES

NAME EASTINGS NORTHINGS ELEVATIONS

1:600

100 20 60m

SURVEY PLAN

1:600

G .C

M

BS

M

BS

-0 7-

SE

ED

_M

IC

H U

LU

_C

-1

.D W

G

C-100

SA

LI

M A

M

IC

H U

LU

SU

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VE

Y

PL

AN

BM1 625919.20 8504316.60 663.70

BM2 626007.46 8504371.56 662.41

MC1 625915.65 8504457.98 653.99

MC2 626182.84 8504412.49 650.90

MC3 626043.86 8504272.04 655.14

MC4 626018.31 8504290.61 657.22

MC5 625895.24 8504279.43 663.77

TREE

SURVEYED PROPERTY LIMITS

BOUNDARY BEACON

BENCHMARK

ROAD

FOOT PATH

ANT HILL

BUILDINGS

STREAM

GRAVEL PILES

MAJOR CONTOURS

MINOR CONTOURS

1144.00

1144.50

MC1

MC3

MC4

MC5

99° 23' 30.9" 271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6"

123.6m

305° 44' 09.0"

31.59m

REMOVE

ANTHILL

(SEE NOTE

9)

ROAD REFER TO EROSION CONTROL

FOR STREAM TREATMENT

SURVEYED PROPERTY

LIMITS AND PROJECTS

LIMITS

PROJECT LIMITS

1.

1.

652.00

653.00

653.00 653.00

653.00653.00

3.

3.0

3.0

653.00

654.00

4.0

655.00

655.00

655.00

5.

655.00

655.00

656.00 656.00

660.00

661.00

661.00

661.00

661.00

662.00

3.0

3.0

663.00

3.

663.00

664.00

4.

1.

1.

652.50

2.5

653.50 653.50

3.5

653.50

653.50

653.50

3.

3.

3.5

3.

3.5

654.50

654.50

654.50

4.

4.

655.50

655.50

656.50

658.50

658.50

8.

659.50

659.50

660.50

660.50

660.50

661.50

662.50

657.50

660.00 659.00

658.00

657.00

663.00

662.00

661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50

GRADING

LIMITS

BM2

TP-1 (SAND, CLAY, WEATHERED MATERIAL)

TP-2 (SILT, CLAY, WEATHERED MATERIAL)

TP-3 (SAND, CLAY, WEATHERED MATERIAL)

TP-4 (ORGANIC CLAY, SILT)

TP-5 (SAND, CLAY, SILT, WEATHERED MATERIAL)

TP-6 (SAND, CLAY, WEATHERED MATERIAL)

TP-7 (SAND, CLAY, WEATHERED MATERIAL)S-BH

SMALL BUSH AND TREES

TO BE REMOVED ONLY IN

PLACES REQUIRED TO COMPLETE

CONSTRUCTION

GRADING

LIMITS

GRADING

LIMITS

PROJECT LIMITS

NORTH ARROW

N

BARSCALE

A

B

C

D

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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

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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).

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FOR PROCUREMENT

LEGEND

BENCHMARK

NAME EASTINGS NORTHINGS ELEVATIONS

NAME EASTINGS NORTHINGS ELEVATIONS

1:400

80 16 40m

EXISTING CONDITIONS AND DEMO

1:400

G .C

M

BS

M

BS

-0 7-

SE

ED

_M

IC

H U

LU

_C

-1

.D W

G

C-101

SA

LI

M A

M

IC

H U

LU

EX

IS

TI

N G

C O

N D

IT

IO

N S

AN

D

D

EM

O

TREE

SURVEYED PROPERTY LIMITS

BOUNDARY BEACON

BENCHMARK

ROAD

FOOT PATH

ANT HILL

BUILDINGS

STREAM

BM1 625919.20 8504316.60 663.70

BM2 626007.46 8504371.56 662.41

MC1 625915.65 8504457.98 653.99

MC2 626182.84 8504412.49 650.90

MC3 626043.86 8504272.04 655.14

MC4 626018.31 8504290.61 657.22

MC5 625895.24 8504279.43 663.77

CORNER POINTS COORDINATES

GENERAL NOTES

GRADING LIMITS

PROJECTS LIMITS

MAJOR CONTOURS

MINOR CONTOURS

1144.00

1144.50

1. REFER TO GENERAL NOTES FOR TREE REMOVAL.

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. CLEAR ALL BUSH AND REMOVE ALL ANTHILLS WITHIN THE

PROJECTS LIMITS AS CONFIRMED BY THE ENGINEER

TRIAL PIT

AutoCAD SHX Text

PROPOSED PROJECT SIGN BOARD

AutoCAD SHX Text

PROPOSED TRAFFIC SIGN

AutoCAD SHX Text

PROPOSED TRAFFIC SIGN

AutoCAD SHX Text

ACCESS TO TEACHERS HOUSES

AutoCAD SHX Text

CONSTRUCTION ACCESS

AutoCAD SHX Text

EXISTING FOOTPATH (SEE NOTE 7)

MC1

MC2

MC3

MC4

MC5

99° 23' 30.9"271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6" 123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

ANTHILL

(TYP)

ROAD STREAM (TYP)

GRAVEL PILE

EXISTING CHURCH

RIVER

EXISTING

FOOTPATH

650.00

650.00

0.

1.

1.

651.00

651.00

1.

652.00

2.0

652.00

2.

652.00 652.00

653.00

653.00 653.00

653.00

653.00 653.00

653.00653.00

3.

653.00

3.0

3.0

3.0

653.00

653.00

654.00

654.00654.00

4.

654.00 654.00

4.0

654.00 654.00

655.00

655.00

655.00655.00

655.00

5.

00655.00

5.

5.

655.00

656.00

656.00

657.00

658.00

658.00

658.00

659.00

660.00

1.

661.00

661.00

661.00

661.00

662.00

663.00

3.0

0 66 3.0

663.00

663.00 663.00

3.0

664.00

4.

4.0

664.00

9.

650.50 65 0.5

0.

50650.50

0.

1.

1.

1.

651.50

651.50

651.50

652.50

652.50

2.5

2.

652.50

3.

653.50 653.50

3.5

0653.50

653.50 653.50

653.50

653.50

653.50

653.50

3.

3.

3.5

3.5

653.50

653.50 653.50

653.50

3.

654.50

654.50

654.50

654.50

4.5

654.50

4.

4.

4.

654.50

655.50

655.50

655.50

5.

655.50

5.5

656.50

6.

656.50

657.50

657.50

8.

658.50

658.50

8.

8.

659.50

659.50

659.50

660.50

660.50

660.50

661.50

661.50

1.

661.50

662.50

662.50

663.50 663.50

663.50

4.

665.50

665.50

657.50

660.00

659.00

658.00 657.00

656.00

655.00

654.00

653.00

652.00

663.00

662.00 661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50SURVEYED

PROPERTY

LIMITS

SURVEYED

PROPERTY

LIMITS

STREAM

TEACHER

LATRINE

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

P-BH

STUDENT LATRINE (MALE)

STUDENT LATRINE (FEMALE)

CONCRETE

SIDEWALK

COMPACTED

EARTHEN

PATHWAY

GRAVEL PARKING

AREA (TYP)

COMPACTED

EARTHEN

PATHWAY

COMPACTED

EARTHEN

PATHWAY

EARTHEN

ACCESS ROAD

TEACHER

HOUSING

TEACHER

HOUSING

CLASSROOM

BLOCK

CLASSROOM

BLOCK

SCIENCE

CLASSROOM

INCASE OF ADVERSE SOIL

CONDITIONS, USE SHALLOW PIT

LATRINE

1:600

100 20 60m

NORTH ARROW

N

BARSCALE

OVERALL SITE PLAN

1:600

G C

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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).

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FOR PROCUREMENT

1. THIS SHEET IS INTENDED FOR OVERALL SITE ORIENTATION WITH

EXISTING & PROPOSED FEATURES

GENERAL NOTE

MC1

MC3

MC4

MC5

99° 23' 30.9" 271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6"

123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

P-BH

STUDENT LATRINE (FEMALE)

CONCRETE

SIDEWALK

COMPACTED

EARTHEN

PATHWAY SOAKWAY PIT

GRAVEL PARKING

AREA (TYP)

SOAKWAY PIT

SOAKWAY PIT

N 625939.7365 E 8504438.2250

TEAC

H

ER

H

O U

SIN

G

N 625937.9361 E 8504411.1240

N 625937.9361 E 8504395.9240

N 625939.7365 E 8504423.0250

CLASSROOM

BLOCK

COMPACTED

EARTHEN

PATHWAY

COMPACTED

EARTHEN

PATHWAY

N 625977.1465 E 8504334.5510 N 626001.1465

E 8504334.5510

N 626025.6724 E 8504355.8995

N 626001.6724 E 8504355.8995

N 625961.2008 E 8504342.5224

N 625945.0008 E 8504342.5224

EARTHEN

ACCESS ROAD

STUDENT LATRINE (MALE)

SURVEYED PROPERTY

LIMITS AND PROJECTS

LIMITS

N 626008.5200 E 8504421.3300

INCASE OF ADVERSE SOIL

CONDITIONS, USE SHALLOW PIT

LATRINE

CONNECT TO

EXISTING

ROADWAY

CONNECT TO

EXISTING

ROADWAY

1:400

80 16 40m

NORTH ARROW

N

BARSCALE

SITE PLAN

1:400

G C

PG PG

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H U

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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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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).

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KA

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FOR PROCUREMENT

GENERAL NOTES

LEGEND

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

BEACON

ROAD

SURVEYED PROPERTY LIMITS

PROPOSED BOREHOLEP-BH

PROJECT LIMIT

BM BENCH MARK

MC4

MC5

99° 23' 30.9" 271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6"

123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

1.

1.

652.00

652.00

653.00

653.00 653.00

653.00653.00

3.

3.0

3.0

653.00

654.00

4.0

654.00

655.00

656.00 656.00

656.00

658.00

660.00

661.00

661.00

661.00

661.00

662.00

3.0

3.0

663.00

3.

663.00

664.00

4.

4.0

4.

1.

1.

651.50

1.

652.50

2.5

3.

653.50 653.50

3.5

653.50

653.50

653.50

3.

3.

.50

3.

3.5

653.50

653.50

654.50

655.50

655.50

656.50

658.50

658.50

8.

659.50

659.50

660.50

660.50

660.50

661.50

662.50

657.50

660.00 659.00

658.00

657.00

656.00

663.00

662.00

661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50

S-BH

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

STUDENT LATRINE (FEMALE)

TEAC

H

ER

H

O U

SIN

G

CLASSROOM

BLOCK

STUDENT LATRINE (MALE)

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

STUDENT LATRINE (FEMALE)

TEAC

H

ER

H

O U

SIN

G

CLASSROOM

BLOCK

STUDENT LATRINE (MALE)

FFE = 663.90

FFE = 659.90

2.

662.00 661.50

2.5

3.

663.50

3.

659.50

FFE = 661.40

FFE = 663.90

SITE GRADING

LIMITS

FFE = 659.40

661.50

661.00

662.00

660.50

659.00

659.50

658.50

658.00

660.50

660.00

4.

FFE = 663.40

FFE = 662.90

FFE = 659.90

663.00

663.00

662.00

662.00

0.0

0.5

1.

662.50

THE CONTRACTOR SHALL

GRADE SITE TO DRAIN

STORM WATER TO EXISTING

DRAINAGE CHANNEL

HP

HPLP

LP

LP

LP

HP

HP

LP

LP

HP

LP

LP

H

PH

P LP

LP

H

PH

P

5M 300 mm UPVC DRAIN

PIPE WITH ENDWALL

INV IN = 661.50

INV OUT = 661.46

4M 300 mm UPVC DRAIN

PIPE WITH ENDWALL

INV IN = 658.50

INV OUT = 658.45

PIPE

663.00

9.5

660.00

SITE GRADING

AND PROPERTY

LIMITS

1:400

80 16 40m

NORTH ARROW

N

BARSCALE

GRADING AND

DRAINAGE

1:400

KJKG

S

W C

P

-0

5-

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C-121

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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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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

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P

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KA

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FOR PROCUREMENT

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

MC4

MC5

99° 23' 30.9" 271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6"

123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

1.

1.

652.00

652.00

653.00

653.00

653.00653.00

3.

3.0

3.0

653.00

4.0

654.00

655.00

656.00 656.00

656.00

658.00

660.00

661.00

661.00

661.00

661.00

662.00

3.0

3.0

663.00

3.

663.00

664.00

4.

4.0

4.

1.

651.50

1.

2.5

3.

653.50 653.50

653.50

653.50

653.50

3.

3.

3.5

3.

3.5

653.50

653.50

655.50

655.50

656.50

658.50

658.50

8.

659.50

659.50

660.50

660.50

660.50

661.50

662.50

657.50

660.00 659.00

658.00

657.00

656.00

663.00

662.00

661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

STUDENT LATRINE (FEMALE)

SOAKWAY PIT

SOAKWAY PIT

SOAKWAY PIT

TEAC

H

ER

H

O U

SIN

G

CLASSROOM

BLOCK

STUDENT LATRINE (MALE)

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

STUDENT LATRINE (FEMALE)

SOAKWAY PIT

SOAKWAY PIT

SOAKWAY PIT

TEAC

H

ER

H

O U

SIN

G

CLASSROOM

BLOCK

STUDENT LATRINE (MALE)

FFE = 663.90

FFE = 659.90

2.

662.00 661.50

2.5

3.

663.50

3.

659.50

FFE = 661.40

FFE = 663.90

SITE GRADING

LIMITS

FFE = 659.40

661.50

661.00

662.00

660.50

659.00

659.50

658.50

658.00

660.50

660.00

4.

FFE = 663.40

FFE = 662.90

FFE = 659.90

663.00

663.00

662.00

662.00

0.0

0.5

1.

662.50

HP

HPLP

LP

LP

LP

HP

HP

LP

LP

HP

LP

LP

H

PH

P LP

LP

H

PH

P

663.00

9.5

660.00

SITE GRADING

AND PROPERTY

LIMITS

MC1

MC3

MC4

MC5

99° 23' 30.9" 271.09m

6° 14' 45.4" 179.99m

264° 32' 10.6"

123.6m

305° 44' 09.0"

31.59m

4°

' 3

5.6

7.6

3m

1.

1.

652.00

652.00

653.00

653.00

653.00653.00

3.

3.0

3.0

653.00

4.0

654.00

655.00

656.00 656.00

656.00

658.00

660.00

661.00

661.00

661.00

661.00

662.00

3.0

3.0

663.00

3.

663.00

664.00

4.

4.0

4.

1.

651.50

1.

2.5

3.

653.50 653.50

653.50

653.50

653.50

3.

3.

3.5

3.

3.5

653.50

653.50

655.50

655.50

656.50

658.50

658.50

8.

659.50

659.50

660.50

660.50

660.50

661.50

662.50

657.50

660.00 659.00

658.00

657.00

656.00

663.00

662.00

661.00

660.00

659.00

658.00

657.00

663.50

661.50

660.50

659.50

658.50

657.50

TEAC

H

ER

H

O U

SIN

G

SCIENCE

CLASSROOM

TEACHER

LATRINE

CLASSROOM

BLOCK

TEACHER

HOUSING LATRINE

TEACHER

HOUSING LATRINE

STUDENT LATRINE (FEMALE)

SOAKWAY PIT

SOAKWAY PIT

SOAKWAY PIT

TEAC

H

ER

H

O U

SIN

G

CLASSROOM

BLOCK

STUDENT LATRINE (MALE)

FFE = 663.90

FFE = 659.90

2.

662.00 661.50

2.5

3.

663.50

3.

659.50

FFE = 661.40

FFE = 663.90

SITE GRADING

LIMITS

FFE = 659.40

661.50

661.00

662.00

660.50

659.00

659.50

658.50

658.00

660.50

660.00

4.

FFE = 663.40

FFE = 662.90

FFE = 659.90

663.00

663.00

662.00

662.00

0.0

0.5

1.

662.50

HP

HPLP

LP

LP

LP

HP

HP

LP

LP

HP

LP

LP

H

PH

P LP

LP

H

PH

P

663.00

9.5

660.00

SITE GRADING

AND PROPERTY

LIMITS

CHECK DAM

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

_M

IC

H U

LU

_C

-1

.D W

G

C-131

SA

LI

M A

M

IC

H U

LU

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 7:21:38 PM

F0

A1

F

EB

R

U

AR

Y

AI

D

-O

AA

-I-

-0

PL

O T

D

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E:

FI

LE

N

AM

E:

Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\02_SITE ADAPT\GROUP 2\CENTRAL\11_MICHULU\SEED_MICHULU_C-131.DWG

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.