Attachment_J-10_-_EHIP_Water_Supply_Drawing_Sheets_Addendum.pdf

PDF 4 MB Posted Dec 18, 2017

Attached to: Water Supply for 11 New Health Centers Activity under USAID/Ethiopia Health Infrastructure Program
Solicitation number: 72066318R00001
Issued by: US Agency for International Development Ethiopia

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EHIP Water Supply Drawing Sheets Addendum

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Other files

File	Type	Posted
Attachment_J.5-5_-_EHIP_Water_Supply_BoQ_Maksegnit.xls	XLS spreadsheet	Dec 18, 2017
Attachment_J-8_-_Pre-proposal_Conference_Presentation.ppt	PPT presentation	Dec 18, 2017
Attachment_J.5-7_-_EHIP_Water_Supply_BoQ_Agumamit.xls	XLS spreadsheet	Dec 18, 2017
Attachment_J.5-9_--_EHIP_Water_Supply_BoQ_Gulem_Dejen_(GD).xls	XLS spreadsheet	Dec 18, 2017
Attachment_J.5-10_-_EHIP_Water_Supply_BoQ_KG.xls	XLS spreadsheet	Dec 18, 2017
Attachment_J.5-6_-_EHIP_Water_Supply_BoQ_Gult.xls	XLS spreadsheet	Dec 18, 2017
Attachment_J.5-12_-_EHIP_Water_Supply_BoQ_Summary_Table.xls	XLS spreadsheet	Dec 18, 2017
Attachment_J-9_-_Pre-proposal_Conference_Meeting_Minutes.docx	DOCX document	Dec 18, 2017
Amendment_0001_-_72066318R00001.pdf	PDF	Dec 18, 2017

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SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

GENERAL DRAWINGS

G-000 COVER PAGE

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

ELECTRICAL DRAWINGS

G-001 INDEX OF DRAWINGS

E-501 TYPICAL ELECTRICAL TRENCH DETAILS

INDEX OF DRAWINGS

EHIP WATER SUPPLY

CIVIL/SITE DRAWINGS CONTINUED

CE-000 GENERAL NOTES, SYMBOLS AND

ABBREVATIONS

CE-101

FINAL

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: ADDIS BETECHIRISTIAN

CE-102A

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: AGUMAMIT

CE-103

CE-107

CE-108A

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: GELSHA

CE-109

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: HARO

CE-110

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: KUNI

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: LIDETA

C-501 WELL CIVIL DETAILS

CE-502 FINAL

WATER SUPPLY & ELECTRICAL RISER

LINE DIAGRAM

C-503 TRENCH DETAILS

C-504 THRUST BLOCK DETAILS

E-601 ELECTRICAL ONE LINE DIAGRAM

(VARIOUS OPTIONS)

SHEET

REFERENCE

NUMBER

ISSUE

STATUS

DATE OF

ISSUE

DRAWING TITLE

PHOTOVOLTAIC (PV) SYSTEM DRAWINGS

PV 703

ELECTRICAL SITE PLAN, PV

SITE: KUNI

PV 901 PV SYSTEM MAIN CONNECTION POINT

PV 902

ELECTRICAL LIGHTING LAYOUT

PV 903

ELECTRICAL SOCKET OUTLET LAYOUT

PV 904A

PV CONNECTION POINTS

IN DISTRIBUTION BOARDS

PV 905 PV SYSTEM DETAIL

PV 906 PV SYSTEM GROUNDING DETAIL

G-002 SITES LOCATION MAP

FINAL

FINALFINAL

FINAL

PV 907 PANEL SUPPORT DETAIL &

SOLAR EQUIPMENT RATING

FINAL

PV 907A FINAL

PV 908 RACEWAYS DETAILFINAL

PANEL SUPPORT DETAIL &

SOLAR EQUIPMENT RATING

OCT 2017

PV 909 ON SITE PV ONE LINE DIAGRAMFINAL OCT 2017

CE-104

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: GERBICHO

FINALFINAL OCT 2017

FINALFINAL OCT 2017CE-105

WATER SUPPLY CIVL & ELECTRICAL PLAN

SITE: GULEM DEJEN

CE-111A

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: MAKSEGNIT

FINAL OCT 2017

CE-106A

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: GULTFINALFINAL OCT 2017

C-505 GROUND WATER TANK DETAILSFINAL OCT 2017

C-506A COMMUNITY WATER POINT DETAILSFINAL OCT 2017

PV 701

ELECTRICAL SITE PLAN, PV

SITE: GERBICHO

FINAL OCT 2017

PV 702

ELECTRICAL SITE PLAN, PV

SITE: GULTFINAL OCT 2017

PV 705

ELECTRICAL SITE PLAN, PV

SITE: GULEM DEJENFINAL OCT 2017

CIVIL/SITE DRAWINGS

C-507

BATTERIES ROOM/GUARD HOUSE

FINAL OCT 2017

C-508

FENCE DETAILS

FINAL OCT 2017

BATTERIES ROOM/GUARD HOUSE

STRUCTURAL DETAILS

C-509 FINAL OCT 2017

CE-106B FINALFINAL OCT 2017

PV 907B FINAL PANEL SUPPORT DETAILOCT 2017

PV 904B

PV CONNECTION POINTS

IN DISTRIBUTION BOARDSFINAL OCT 2017

C-506B CATTLE TROUGH DETAILSFINAL OCT 2017

PV 704

ELECTRICAL SITE PLAN, PV

SITE: MAKSEGNITFINAL OCT 2017

CE-111B

OFFSITE WELL & PRELIMINARY COMMUNITY

WATER POINTS & CATTLE TROUGH LAYOUT

SITE: MASEGNIT

FINAL OCT 2017

CE-108B

WATER SUPPLY CIVIL & ELECTRICAL PLAN

SITE: KACHANA GUDIE

FINAL OCT 2017

CE-102B FINAL OCT 2017

OFFSITE WELL & PRELIMINARY COMMUNITY

WATER POINTS & CATTLE TROUGH LAYOUT

SITE: GULT

PRELIMINARY COMMUNITY WATER POINTS

& CATTLE TROUGH LAYOUT

SITE: KACHANA GUDIE

PRELIMINARY COMMUNITY WATER POINTS

& CATTLE TROUGH LAYOUT

SITE: AGUMAMIT

ELEVATED WATER TANK & STAND DETAILSC-510A FINAL OCT 2017

ELEVATED WATER TANK & STAND DETAILSC-510B FINAL OCT 2017

FINAL

1997.00

1996.00

R3.60

R5.10 x

EMERGENCY AND OPDPARKING AREA

E N

FEC

TIO

U S

S E

T TILE O

N R

SLA

CEMENT TILE

T TILE

B x

EMERGENCY AND OPDPARKING AREA

E N

Y F

O R

INF

TIO

U S

E A S E

T TILE O

SLA

CEMENT TILE

T TILE

WELL DATA

HEALTH CENTER SITE

APPROXIMATE

37P UTM X (M)

APPROXIMATE

37P UTM Y (M)

ELEVATION

(M)

ANTICIPATED

WELL DEPTH

(M)

ADDIS BETECHRISTIAN 373828 1324668 1871.0 150

AGUMAMIT 296300 1179721 1921.0 190

GELSHA 560225 1215584 2965.0 170

GERBICHO 438303 723734 2069.0 180

GULEM DEJEN 292430 1170870 1984.0 150

GULT 373114 1257952 2348.0 180

HARO 405622 678238 2018.0 120

KACHENA GUDIE 241267 1234551 1834.5 120

KUNI 304027 1193590 2258.5 170

LIDETA 267457 1210328 2517.0 150

MAKSEGNIT 379576 1250038 2158.0 200

E E E E

INLET

PIPE

GSP

OVERFLOW

OUTLET

INLET

PIPE

OUTLET

PIPE OUTLET

PIPE

2000 LT

WATER

TANK

MSB OR PV SYSTEM

PROPOSED PUMP

CONTROL PANEL

(WEATHER PROOF &

MOUNTED ON STAND)

PROPOSED LEVEL

SWITCH (TO START

AND SHUT OFF

PUMP)

PROPOSED RUN

DRY SWITCH

E E E

PROPOSED

FLEXIBLE

COUPLING

PROPOSED

PRESSURE

GAUGE

PROPOSED

CHECK

VALVE

PROPOSED

GATE

VALVES

GS PUMP

DISCHARGE

LINE

PROPOSED ELECTRIC LINE

IN 50MM DIAMETER

WEATHER PROOF UPVC

PIPE

PROPOSED

ELECTRIC LINE

(SCREW MOUNT

GALVANIZED STEEL CLUMP

AT 1 M INTERVAL & AT ALL

TURNS & JUNCTIONS)

PROPOSED ELECTRIC

CABLE

(CABLE CLIP/TIE AT 1 M

INTERVAL. CABLE TIE

SHALL BE FUNGUS INERT,

SELF-EXTINGUSHING, &

SELF-LOCKING)

PROPOSED

LOCK

PROPOSED ELECTRIC

CABLE IN 50MM

DIAMETER WEATHER

PROOF UPVC PIPE

PROPOSED

CONNECTION TO

ELEVATED TANK

INLET PIPE

STEEL HOOK,

ANCHOR TO

TANK

CORD TYPE

FLOAT

PVC COATED

WEIGHT, 5 KG

STEEL

CLAMP

ELECTRIC

LINE

PUMP ON AT

20% FULL OR

800MM FROM

TANK CAMBER

PUMP OFF AT

95% FULL OR

200MM FROM

TANK CAMBER

ADJUSTABLE

FLOAT LEVELS

ELECTRIC LINE

LEGEND:

WATER

TANK

TANK CAMBER

0.0 m

DISTANCE TO SUIT SITE CONDITIONS

STAINLESS STEEL HOOK

& EYE TURNBUCKLE, ATTACH

TO SLAB W/ 150X150X3MM

STL PLATE, TYP

HOLD-DOWN

STRAP

INLET PIPE FROM EWT

-5

C-505

25MM DISCHARGE PIPE, GSP

FOUNDATION CONCRETE

C-505

STONE MASONRY WALL

BELOW, ALL AROUND

2% SLOPE

2000LTR FIBERGLASS

WATER TANK SUPPLIED

BY OTHERS

50MM HDPE FROM ELEVATED

WATER TANK (EWT),

CONNECTED TO EWT OUTLET

PIPE

2000 LTR FIBER GLASS

WATER TANK

(EXISTING BUT RELOCATED

FROM ELEVATED WATER

TOWER)

LOCKABLE COVER WITH PADLOCK

OVERFLOW PIPE 25MMGSP

50MM SHUT OFF VALVE

MECHANICAL FLOAT

VALVE

STAINLESS STEEL HOOK

& EYE TURNBUCKLE, ATTACH

TO SLAB W/ 150X150X3MM STL

PLATE, TYP

25MM GSP

GATE VALVE

HEAVY DUTY PLUG VALVE FOR

WATER DISPENSING FAUCET

0 12MMX150MM CONCRETE

WEDGE ANCHORS, TYPICAL MIN

TWO FOR EACH PLATE

50MM GSP ABOVE

GROUND

SELECTED FILL MATERIAL

COMPACTED TO 95%

FOUNDATION SLAB

50MM LEAN CONCRETE, TYP

STONE MASONRY WALL

50 170 50

Ø8 BAR C/C 20 CM, TYP

FOUNDATION SLAB FOR WATER TANK

2% 2%

Ø8 BAR C/C

200, TYPICAL

5CM LEAN

CONCRETE

MASONRY WALL/ LEAN

CONCRETE ALL AROUND

12MM THICK EXPANSION JOINT

GROUND WATER TANK PLAN1

SCALE: 1:20

GROUND WATER TANK SIDE ELEVATION2

C-505 SCALE 1:15

FOUNDATION SLAB SECTION3

C-505 SCALE 1:15

NOTES:

1) THE 2 M3 FIBER GLASS GROUND TANK IS SUPPLIED BY OTHERS. HOWEVER, FOUNDATION WORKS, CONCRETE WORKS, INSTALLATION OF TANK, AND OTHER ACCESSORIES IS PART OF THIS CONTRACT.

2) THE GROUND TANK INLET PIPE SHALL BE CONNECTED TO THE OUTLET PIPE OF THE ELEVATED WATER

TANK.

3) A MECHANICAL FLOAT SWITCH SHALL BE USED TO CONTROL FLOW INTO THE GROUND TANK.

4) ALL FINISHED GRADING SHALL BE MINIMUM OF 2% AWAY FROM THE WATER POINT AND TANK PAD.

5) ALL ABOVE GROUND PIPING SHALL BE GALVANIZED STEEL. HDPE MAY BE USED IN TRENCHES WITH

APPROPRIATE BEDDING AND DEPTH OF COVER AT LEAST 80CM.

6) LOCATION OF TRENCH MAY BE ADJUSTED TO SUIT SITE CONDITIONS, INCLUDING ROCK, AS APPROVED

AND AT NO ADDITIONAL COST TO THE OWNER.

7) FOR NON-EXPANSIVE SOIL SITES, 30CM OF NATURAL SOIL SHALL BE CUT BEFORE LEAN CONCRETE IS

PLACED.

8) FOUNDATION PAD SHALL BE PLACED ON WELL COMPACTED SOIL IN ACCORDANCE WITH THE

SPECIFICATION FOR COMPACTION.

9) FOR EXPANSIVE SOIL SITES, 0.5M OF THE EXPANSIVE SOIL SHALL BE EXCAVATED BELOW THE LEAN

CONCRETE LEVEL AND BACKFILLED WITH COMPACTED SELECT FILL MATERIAL.

10) 0.3M MINIMUM SELECT MATERIALS SHALL BE PLACED AROUND ALL SLABS.

11) REFER TO SPECIFICATIONS FOR SELECT FILL MATERIALS AND COMPACTION REQUIREMENTS.

12) SECOND EXISTING 2M³ WATER TANK TO BE LEFT ON SITE FOR FUTURE USE BY HEALTH CENTER,.

Ø8 C/C 200 BOTH WAYS

15 30 15

1% SLOPE

S L O

P E

1% SLOPE

2% SLOPE

5M MAX 1MX1MX1M DEPTH

SOAK AWAY PIT

LOCATION TO SUIT

FIELD CONDITIONS

1% SLOPE

2% SLOPE

S L O

P E

1% SLOPE2% SLOPE

2% SLOPE

HEAVY DUTY PLUG VALVE FOR

WATER DISPENSING FAUCET

APPROVED BY ENGINEER

TROWEL FINISH

PLATFORM FOR

WATER JERRYCAN

1% SLOPE

DRAINAGE

VALVE BOX

Ø50 HDPE PIPE

SCREED FLOOR

15 30 370 30 15

60 15 200 45 115 60 20 60 115 45

Ø25 HDPE PIPE

5CM LEAN

CONCRETE

DRAINAGE

12MM THICK

EXPANSION JOINT

HANDLE

WITH

PADLOCK3MM RIBBED SHEET

METAL MANHOLE DOOR

GROUND LEVEL

Ø10 C/C 200MM

CONCRETE SUPPORT, TYP

LEAN CONCRETE

REINFORCED CONCRETE

VALVE BOX, USE Ø10 C/C 150MM

HEAVY DUTY PLUG VALVE FOR

WATER DISPENSING FAUCET

APPROVED BY ENGINEER

TROWEL FINISH

PLATFORM FOR

WATER JERRYCAN

DRAINAGE

1%1%

STONE MASONRY

SCREED FLOOR

10CM REINFORCED

CONCRETE FLOOR

Ø8@200MM

SELECTED FILL

60 340 60

50 50

1MX1MX1M DEPTH

SOAK AWAY PIT

LOCATION TO SUIT

FIELD CONDITIONS

20CM SOIL FILL

OVER

GEOMEMBRANE

Ø50 GATE VALVE

U-CHANNEL DETAIL2

SCALE 1:5

FINAL

PUBLIC WATER STAND PLAN (FOUR TAPS)1

SCALE: 1:20

PUBLIC WATER STAND SECTION3

SCALE: 1:20

GATE VALVE

Ø50 HDPE PIPE

10CM REINFORCED

CONCRETE SLAB

Ø25 HDPE PIPE

OUTLET

1% SLOPE

Ø50 HDPE PIPE

WIPE OUT

Ø50 HDPE PIPE

WIPE OUT

1% SLOPE

Ø50 HDPE FROM WELL

90 695

0 2

10CM REINFORCED

CONCRETE SLAB

25CM HARD CORE

COMPACTED FILL

Ø25 HDPE PIPE

Ø50 HDPE WIPEOUT

1% SLOPE1% SLOPE

50 645

270 25

Ø50 GATE VALVE

Ø8 C/C 200 Ø10 C/C 200

Ø50 GATE VALVE

10CM REINFORCED

CONCRETE SLAB

Ø10 C/C 200

COMPACTED FILL

SCREED FINISHED

THROUGH

40 40 40

Ø8 C/C 200

25CM HARD CORE

FINAL

SECTION 12

SCALE: 1:20

CATTLE TROUGH PLAN1

SCALE: 1:20

SECTION 22

SCALE 1:20

100 50

50 100

100 100 100 100

LADDER

CAGE

C-510B

7500LTR FIBER

GLASS WATER TANK

LOCATION OF 7500 LTR WATER

TANK TO SUIT EXISTING

STRUCTURE

ORIENT LADDER TO ALLOW SAFE ACCESS TO TANK AND CONTROL

STAINLESS STEEL HOOK

& EYE TURNBUCKLE, ATTACH TO DECK

W/ 150X70X10MM STL PLATE, TYP

10000

EXISTING WATER TOWER

PLATFORM AN LEGS, BEAMS,

CONNECTOR PLATES

SHS 80x3

PROVIDE SPACER OF EQUAL THICKNESS TO PLATFORM

DECK. WELD NEW RHS SECTION TO SPACER AND TO

EXISTING PLATFORM BEAM BELOW. MINIMUM WELD

LENGTH=2X25CM ,TYP

PROPOSED RHS 80x40x3.5 S235BEAMS (4 LOCATIONS)

25CM

MINIMUM

CUT EXISTING PLATFORM

DECK TO ALLOW WELDING

100 40 100 40 100

100 90 90

90 60 90 75

TANK LEG RUNNERS

(REF 9/CX-141& NOTES)

SHS 80X3 BEAM

SHS 50X3 BEAM

LADDER CAGE:

RINGS FL 60X4, RAIL BARS FL 40X2

PLATE CA. 350X400X5 WELDED

DEPENDING ON TANK FOOTING SIZE

RHS 80x40x3.5MM S235 BEAMS, TYPICAL

ADJUST AS NECESSARY

TO MATCH TANK

100100

SEE DETAIL

FINAL

WATER TANK PLATFORM PLAN1

SCALE: 1:15

E L

E V

A T

E D

A T

A I L

C-510A

S C

A L

E R

S m m m m m m

LOAD TRANSFER T FRAME CONNECTION2

SCALE: 1:5

NOTES:

1. TANK SIZE TO BE VERIFIED IN SHOP DRAWING

2. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

3. ALL CONNECTION PLATES: T=10 MM S235

4. ALL WELDS: FILLET 3 MM

5. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

6. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

7. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD

8. PROVIDE 2 EACH STAINLESS STEEL HOLDDOWN STRAPS

FOR TANK. ATTACH TO TANK PLATFORM UP WELDED PLATE

AND EYE BOLT

WATER TANK PLATFORM LOAD TRANSFER FRAME3

SCALE: 1:15

AutoCAD SHX Text D

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AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text G

AutoCAD SHX Text A

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USAID ETHIOPIA HEALTH INFRASTRUCTURE PROGRAM (EHIP)

AutoCAD SHX Text

DRAWN BY:

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CHECKED BY:

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DATE:

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SUBMITTED BY:

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DATE

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APR

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SYMB

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HEALTH CENTERS WATER SUPPLY PROJECT

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NOTE: A3 SIZE SHEET REDUCED TO HALF SCALE

AutoCAD SHX Text This project was made possible by the United States Agency for project was made possible by the United States Agency for project was made possible by the United States Agency for was made possible by the United States Agency for was made possible by the United States Agency for made possible by the United States Agency for made possible by the United States Agency for possible by the United States Agency for possible by the United States Agency for by the United States Agency for by the United States Agency for the United States Agency for the United States Agency for United States Agency for United States Agency for States Agency for States Agency for Agency for Agency for for for International Development and the generous support of the American Development and the generous support of the American Development and the generous support of the American and the generous support of the American and the generous support of the American the generous support of the American the generous support of the American generous support of the American generous support of the American support of the American support of the American of the American of the American the American the American American American People through USAID Global Architecture and Engineering IQC Contracts.

AutoCAD SHX Text

DESCRIPTION

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SHEET REFERENCE NUMBER:

AutoCAD SHX Text Tetra Tech 100 Nickerson Road Marlborough, MA 01752 www.tetratech.com

AutoCAD SHX Text

UNO, ALL DIMENSIONS SHOWN ARE IN METERS

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

TETRA TECH

TIES (LONG SIDES)

SHS 40X2.5 S235

SHS COLUMNS

80X3 S235

PLAT FORM BEAMS

RHS 80X40X3 S235

50MM LEAN

CONCRETE

FINISHED GRADE

LEVEL 3:1 SLOPE

UNO

TIES SHS 40X2.5

S235

7500 LTR FIBER

GLASS WATER TANK

OVER

FLOW PIPE

OUTLET

PIPE

INLET PIPE

DETAIL SEE

C-510A/2

ACTUAL PIPING CONNECTIONS TO

BE CONFIRMED IN THE FIELD

RHS 80x40x3.5MM S235 BEAMS

TYPICAL

OUTLET PIPE

7500 LTR FIBER GLASS WATER TANK

OVER FLOW PIPE

OUTLET PIPE

INLET PIPE

DETAIL SEE C-510A/2

ACTUAL PIPING CONNECTIONS TO BE CONFIRMED IN THE FIELD

RHS 80x40x3.5MM S235 BEAMS TYPICAL

LADDER

SHS 30X2.5 S235

150X150X10MM STEEL PLATE

WITH 4PC 10MM BOLTS WITH

WASHERS @ EACH LEG, TYPICAL

30X30X2.5MM

SHS LADDER

30X30X2.5MM

SHS LADDER

MEMBER

E L

E V

A T

A I L

C-510B

S C

A L

E R

S m m m m m m

FINAL

EWT SECT AND FRONT ELEV

SCALE: 1:30

ENLARGED ELEV

SCALE: 1:10

LADDER FOR WATER TANK ACCESS3

C-014B

SCALE 1:20

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AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text H

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USAID ETHIOPIA HEALTH INFRASTRUCTURE PROGRAM (EHIP)

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

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DATE:

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SUBMITTED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APR

AutoCAD SHX Text

SYMB

AutoCAD SHX Text I

AutoCAD SHX Text

HEALTH CENTERS WATER SUPPLY PROJECT

AutoCAD SHX Text

NOTE: A3 SIZE SHEET REDUCED TO HALF SCALE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET REFERENCE NUMBER:

AutoCAD SHX Text Tetra Tech 100 Nickerson Road Marlborough, MA 01752 www.tetratech.com

AutoCAD SHX Text

UNO, ALL DIMENSIONS SHOWN ARE IN METERS

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

TETRA TECH

16x2400mm Earth Rod

LPP-E

LPP-C LPP-B

LPP-F

LPP-A

Earthing Manhole, 700x700x700mm

LPP-D

Concrete Plinth

ELECTRICAL SITE PLAN, PV1

SCALE: 1:75

LPP-E

LPP-C LPP-B

LPP-F

LPP-A

Earth Manhole, 700 x700x700mm

16x2400mm Earth Rod

LPP-D

Concrete Plinth

Manhole 600x600x700mm(TYP)

ELECTRICAL SITE PLAN, PV1

SCALE: 1:75

Sheets and Views

C-510A

Sheets and Views

C-510B

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