00-Riyal Drawing

PAKHTUNKHWA ENERGY DEVELOPMENT ORGANIZATION (PEDO)
GOVERNMENT OF KHYBER PAKHTUNKHWA (KP)
FEASIBILITY DRAWING
440KW RIYAL HPP

LOT-III (BUNER)
PACKAGE-II (STREAMS)
ACCESS TO CLEAN ENERGY PROGRAM / CONSTRUCTION OF
MINI MICRO HYDROPOWER PROJECT (MMHPP)
DISTRICT BUNER
MANAGEMENT CONSULTANT
A JV OF M/S INTEGERATION ENVORMENT & ENERGY,
ELAN PARTNER (PVT) LTD.
SUBMITTED BY
TELCON-HEADS JV
CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT
DRAWN BY ZAKIR DRAWING NO RYL-MHP-LOD-001-01 DETAIL DESIGN DRAWING
PAKHTUNKHWA ENERGY 373KW LOT-III (BUNER)
DEVELOPMENT ORGANIZATION (PEDO) PACKAGE-II (STREAMS) DESIGN BY SHAKIR REVISION
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / LIST OF DRAWINGS
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023
PAKHTUNKHWA ENVIRONMENT & ENERGY, PROJECT DISTRICT BUNER
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE AS SHOWN
U. S. S. R CHINA
KHYBER
ER
RIV
PAKHTUNKHWA CHITRAL MASTUJ
LEGENDS:
GI
GARAM CHASMA LG RIVER
IT
BA MARDAN
LTIS CITY/TOWN
TA
N STREAM/NULLAH/KHWAR
N
CHITRAL
TA
IS
SWAT PROVINCIAL BOUNDARY

N
A
KAFIRISTAN
H
KALAM
FG
DROSH
A
METALLED ROADS
N
DI
A
A
ST
IN
KATCHA ROADS
KI
PA
LAWARI PASS
er
BAHRIN
Riv
DIR
MADYAN
K O H I S T A N
Indus
BAJOUR
AGENCY
R
VE
RI
N
KAGHAN
RA
IRA
KO
E
RIV
KHAR MINGORA
NJ
PA
S W A T
RIVER
R
NA
N
KU
T RIVER
SWA THANA
ISTA
MALAKAND
AD
S
INDU
RAB
HAN
Jindai
ARABIAN SEA
KAB
UL MOHAMMAND BUNEER
MUZ (AJK)
AFFA
Nullah
AGENCY
AFG
Kalpani Nu MANSEHRA
RI
llah
VE
R
ER
RIV
AN
SWABI
SIR
ABBOT ABAD
CHARSADDA MARDAN
UR
Muq
amN
u DA
llah
HARIPUR
h
ulla PESHAWAR
oi N KABUL RIVER R
Pla
s IVE
US R
IND
HA
BA RO
ATTOCK ER
RA RIV
KHYBER RIVER
HASSAN
ABDAL MURREE
KURRAM ORAK ZAI TAXILA

KOHAT TO KOHAT
I
HANGU
PROJECT LOCATION
ER
RIV
TAL
KU
RR
AM US
IND
RIV
ER
TO
I
RIV
ER
Bara
nN
ulla
BANNU
h
KARAK
TOCHI RIVER
KALABAGH
GAM
NORTH WAZIRISTAN
B
NJA
BILL
RAZMAK
A
KURR
RIV ISA
PU
ER KHEL
AM
RIVER
JANDOLA
SOUTH WA Z I R I S T A N
TANK
GIRIH POST
KOT MURTAZA
ER
RIV
US
IND
GUL KACH
MUGHAL KOT
D.I. KHAN
DARABAN
DAR AZINDA
AHMAD DIRGA
UMIA
FORT SANDEMAN
BA
LO
CH
IS
TA
N

DRAWN BY ZAKIR DRAWING NO RYL-MHP-LMP-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / LOCATION MAP
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE NTS
E 284650
E 284700
E 284750
E 284800
E 284850
E 284900
E 284950
E 285000
N 3818550 N 3818550
NOTES:
1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE IN METERS
UNLESS NOTED OTHERWISE.
N 3818500 N 3818500
N 3818450 N 3818450
FLO
W
N 3818400 N 3818400
FLOW
N 3818350 N 3818350
E 284650
E 284700
E 284750
E 284800
E 284850
E 284900
E 284950
E 285000
DRAWN BY ZAKIR DRAWING NO RYL-SUR-LAY-001-01 DETAIL DESIGN DRAWING
TELCON-HEADS JV TOPOGRAPHIC SURVEY PLAN
ENERGY & POWER DEVELOPMENT ACCESS TO CLEAN ENERGY PROGRAM /
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 (SHEET 01 OF 10)
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE 1:1000
N 3818500 N 3818500
E 285050
E 285100
E 285150
E 285200
E 285250
E 285300
E 285350
NOTES:
N 3818450 N 3818450
FLOW
N 3818400 N 3818400
FLOW
N 3818350 N 3818350
N 3818300 N 3818300
HOUSE HOUSE
HOUSE
E 285050
E 285100
E 285150
E 285200
E 285250
E 285300
E 285350
E 285400
E 285450
E 285500
E 285550
E 285600
E 285650
E 285700
E 285750
N 3818400 N 3818400
FLOW
N 3818350 N 3818350
FLOW
N 3818300 N 3818300
N 3818250 N 3818250
NOTES:
E 285400
E 285450
E 285500
E 285550
E 285600
E 285650
E 285700
E 285750
N 3818200 N 3818200

E 285800
E 285850
E 285900
E 285950
E 286000
E 286050
E 286100
E 286150
N 3818400 N 3818400
N 3818350 N 3818350
FLOW
FLO
N 3818300 W N 3818300
GE
RID
LB
ESTA
PED
N 3818250 N 3818250
NOTES:
E 285800
E 285850
E 285900
E 285950
E 286000
E 286050
E 286100
E 286150
N 3818200 N 3818200

E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
NOTES:
N 3818400 N 3818400
FLOW
N 3818350 N 3818350
N 3818300 N 3818300
N 3818250 N 3818250
FLOW
E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
N 3818200 N 3818200

E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
NOTES:
FLOW
N 3818150 N 3818150
N 3818100 N 3818100
N 3818050 N 3818050
N 3818000 N 3818000
FLO
W
E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
N 3817950 N 3817950

E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
FLOW
N 3817900 N 3817900
N 3817850 N 3817850
N 3817800 N 3817800
N 3817750 N 3817750
NOTES:
1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE IN METERS FL
UNLESS NOTED OTHERWISE. OW
E 286200
E 286250
E 286300
E 286350
E 286400
E 286450
E 286500
N 3817700 N 3817700

E 286300
E 286350
E 286400
E 286450
E 286500
E 286550
E 286600
E 286650
FL
OW
N 3817650 N 3817650
FLOW
N 3817600 N 3817600
N 3817550 N 3817550
N 3817500 N 3817500
NOTES:
E 286300
E 286350
E 286400
E 286450
E 286500
E 286550
E 286600
E 286650
E 286700
E 286750
E 286800
E 286850
E 286900
E 286950
E 287000
FLOW
N 3817650 N 3817650
N 3817600 FLOW N 3817600
N 3817550 N 3817550
N 3817500 N 3817500
NOTES:
E 286700
E 286750
E 286800
E 286850
E 286900
E 286950
E 287000
E 287050
E 287100
E 287150
E 287200
E 287250
E 287300
E 287350
E 287400
NOTES:
FLOW
N 3817650 N 3817650
N 3817600 N 3817600
N 3817550 N 3817550
N 3817500 N 3817500
FLOW
E 287050
E 287100
E 287150
E 287200
E 287250
E 287300
E 287350
E 287400
GENERAL NOTES STRUCTURAL WORKS
H MISCELLANEOUS:-
1-GENERAL 1. REINFORCING STEEL NOTATION:
1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES UNLESS OTHERWISE
7-ELECTRICAL CONDUITS 6d
THE FOLLOWING IS AN EXAMPLE OF TYPICAL NOTATION USED TO CALL OUT REINFORCING STEEL ON
NOTED. (MIN) THESE DRAWINGS.
1. CONDUITS, FOR ELECTRICAL WORKS, SHALL BE PLACED WITHIN THE REINFORCED
2. DO NOT SCALE THE DRAWINGS. DIMENSIONS, GIVEN ON THE DRAWING,
CONCRETE. THEY SHALL BE PROPERLY PROTECTED AND PLACED IN SUCH 10 D 12 @125 (T1)
SHALL GOVERN.
(M d
)
10
IN
MANNER THAT THESE DO NOT IMPAIR THE STRENGTH OF STRUCTURAL
3. NOTES GIVEN IN THIS DRAWING ARE APPLICABLE TO ALL DRAWINGS UNLESS
ELEMENTS. SPACING BETWEEN PARALLEL CONDUITS SHALL NOT BE LESS THAN LOCATION OF THE BAR
MENTIONED OTHERWISE. NOTES WRITTEN ON OTHER DRAWINGS, SHALL BE D D
150 MM.
APPLICABLE TO THAT PARTICULAR DRAWING ONLY UNLESS OTHERWISE C/C SPACING IN mm
CROSS-REFERENCED.
4. MATERIAL FOR BACKFILLING AROUND FOUNDATIONS SHALL BE WELL COMPACTED 8-EMBEDDED PARTS BAR DIAMETER (IN mm)
IN 150mm LAYERS. 1. CONTRACTOR SHALL PREPARE DETAILED DRAWINGS OF EMBEDDED PARTS AND o o
90 HOOK d d TYPE REINFORCEMENT
EQUIPMENTS FOR THE ENGINEERS APPROVAL PRIOR TO CONCRETING. 135 HOOK
2. ALL EMBEDDED PARTS SHALL BE PLACED AND SECURED AT ITS DESIGNATED TOTAL NUMBERS OF BARS
2-FOUNDATIONS LOCATION BEFORE CONCRETING.
1. THE LINES OF SLOPES AND EXCAVATION ARE TENTATIVE. PROPOSE ALTERNATE 9-EXPANSION JOINTS STIRRUPS AND TIE HOOKS 2. NOTATION AND SYMBOLS:
SLOPES ACCORDING TO THE SITE REQUIREMENTS SUBJECT TO THE APPROVAL. VARIOUS SYMBOLS AND NOTATIONS USED IN THE DRAWINGS ARE
2. FOUNDATION SHALL BE PLACED ON FIRM AND UNDISTURBED SOIL. 1. EXPANSION JOINTS SHALL BE CLEAR OF DEBRIS AND OTHER INCOMPRESSIBLE MATERIAL.
3. DEWATERING SHALL BE CARRIED OUT BEFORE THE POURING OF CONCRETE IN THEY SHALL BE FILLED WITH THERMOPORE SHEET UP TO WATER STOPPER FROM NON T TOP FACE
BAR DIA (mm)
FOUNDATION, IF REQUIRED. FLOW FACE AND BITUMEN IMPREGNATED SHEET UP TO WATER STOPPER FROM FLOW B BOTTOM FACE
D
FACE. THEY SHOULD BE SEALED AT THE FLOW FACE WITH SEALANT (SIKA OR T1 TOP LAYER 1 (NEAREST TO TOP FACE)
EQUIVALENT). b
d 10Ø 60 T2 TOP LAYER 2 (2ND FROM TOP FACE)
2. REINFORCEMENT STEEL DOWELS SHALL BE PROVIDED AT THE EXPANSION JOINTS B1 BOTTOM LAYER 1 (NEAREST TO BOTTOM FACE)
EXTENDING AT LEAST 300MM INTO THE CONCRETE ON EACH SIDE OF THE EXPANSION
12d b
12Ø 75 B2 BOTTOM LAYER 2 (2ND FROM BOTTOM FACE)
JOINT. ALL DOWELS SHALL BE AT LEAST 25MM IN DIAMETER WITH ONE END FIXED IN
3-REINFORCED CONCRETE CRITICAL SECTION B.F BOTH FACES
STAGE 1 CONCRETE AND SHALL BE SLEEVED IN CLOSED END POLYTHENE, PVC OR GI 16Ø 95
1. STRUCTURAL DESIGN IS BASED ON THE BUILDING CODE OF PAKISTAN & AMERICAN PIPES TO ALLOW FREE MOVEMENT OF THE STRUCTURE IN DIRECTION PARALLEL TO THE F.F. FAR FACE
CONCRETE INSTITUTE CODE OF REINFORCED CONCRETE ACI 318 & ACI 350R. DOWEL LENGTH. THERE MUST BE SUFFICIENT SPACE (AT LEAST 50MM) AT END OF THE N.F. NEAR FACE
2. ALL STRUCTURE CONCRETE IN REINFORCED SECTIONS SHALL HAVE A 28 DAYS DOWEL'S SLEEVE END TO ALLOW EXPANSION OF THE STRUCTURE. MAXIMUM SPACING OF SECTION MARKS
THE DOWELS SHALL NOT BE MORE THAN 1000MM. db
CYLINDER STRENGTH OF 20 MPa UNLESS OTHERWISE NOTED AND SHALL CONFORM
TO REQUIREMENTS OF PROJECT SPECIFICATIONS. 3. ALL WATER STOPPERS SHALL BE THERMALLY WELDED (USING APPROPRIATE EQUIPMENT) CONTINUATION MARKS
3. CEMENT CONFIRMING TO ASTM C-150 TYPE-1 (ORDINARY PORTLAND CEMENT) SHALL TO JOIN THEM AND AVOID ANY SEEPAGES.
BE USED IN ALL CONCRETE WORK.
4. AGGREGATE SHALL CONFIRM TO THE STANDARD SPECIFICATION FOR CONCRETE SPLICED
AGGREGATE ASTM C33. BARS
5. WATER SHALL BE FREE FROM OIL OR OTHER MATERIAL THAT CAN ADVERSELY AFFECT 4d b FOR Ø10 TO Ø16
MIN. 40mm
CONCRETE STRENGTH OR DURABILITY. 4d b>- 63mm
6. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATION FOR BILLET STEEL BARS FOR CONCRETE REINFORCEMENT ASTM A 615 6d b FOR Ø20 AND ABOVE
OR B.S 8110 HAVING YIELD STRENGTH OF 420 MPa (GRADE 60). REINFORCEMENT
STEEL SHALL BE USED WITH MILL SCALE ATTACHED AND NOT MORE THAN A LIGHT L dh
RUST COVER.NO STEEL SHALL BE USED WHERE THE MILL SCALE IS ABSENT DUE TO
RUST FLAKING. EXP. JOINT SEALANT
7. PLAIN CEMENT CONCRETE (LEAN)/ SHALL HAVE A 28 DAYS CYLINDER STRENGTH OF 10 RCC G20 WATER FACE MIN. 40mm MIN. 40mm
MPa. STANDARD HOOK DETAIL FOR LONGITUDINAL BARS.
8. MASS CONCRETE SHALL HAVE A 28 DAYS CYLINDER STRENGTH OF 15 MPa. BITUMEN WATER FACE RCC G20/G35
9. PLUM CONCRETE SHALL HAVE A 28 DAYS CYLINDER STRENGTH OF 15 MPa WITH 50% IMPREGNATED
BOULDERS. >500mm RCC STAGE
10. ALL REINFORCING STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND HELD
2 SHEET GENERAL BAR SPACING
CONSTRUCTIN JOINT
FIRMLY IN PLACE BEFORE & DURING THE PLACEMENT OF CONCRETE BY MEANS OF
RCC STAGE 1 75mmX75mm
WIRE AND SUPPORTS ADEQUATE TO PREVENT DISPLACEMENT DURING THE MIN. 50mm 300 300
COURSE OF CONSTRUCTION. 225mm WIDE 225mm WIDE WATER KEY
STEEL
11. FABRICATION AND ERECTION OF STEEL REINFORCEMENT SHALL BE IN ACCORDANCE PVC SLEEVE WATER STOPPERS SPACING BETWEEN LAYERS
DOWELS
WITH ACI-318-99. PIPE STOPPERS USE Ø25 SPACER BAR
@1m THERMOPORE
12. SPLICING OF REINFORCEMENT SHALL BE STAGGERED. SHEET
13. FOR BUNDLED BARS THE FOLLOWING MULTIPLIERS SHALL BE APPLIED TO VALUES IN EXPANSION JOINT DETAILS FOR CONSTRUCTION JOINT BELOW WATER SURFACE LEVEL
TABLES.
A. 3-BAR BUNDLED IN TENSION OR COMPRESSION = 1.20 x TABLE VALUES. MEMBERS > 500mm THICK
B. 4-BAR BUNDLED IN TENSION OR COMPRESSION = 1.33 x TABLE VALUES.
C. LAP SLICES FOR EACH BAR IN A BUNDLE SHALL BE STAGGERED. ENTIRE BUNDLES
SHALL NOT BE LAP SLICED.
14. LAP SPLICES SHALL NOT BE USED IN LOCATIONS OF MAXIMUM MOMENTS
SPACING BETWEEN BARS IN A LAYER
UNLESS OTHERWISE PERMITTED ON THE DRAWINGS.
15. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED ,SPLICE LENGTH SHALL BE THE SHALL BE LARGER BAR DIAMETER OR 25mm
LARGER OF THE TWO. WHICHEVER IS GREATER.
5-CONSTRUCTION JOINTS BAR SPACING IN BEAM

1. PVC WATER STOPS SHALL BE PROVIDED AT EVERY CONSTRUCTION JOINT.
EXP. JOINT TABLE-1
SEALANT 40mm(SIKA / EQUIVALENT)
RCC G20
WATER FACE 1.5 x LARGER BAR DIAMETER
fc'= 20 MPa fy= 420 MPa
OR 40 MINIMUM
BITUMEN BAR MIN. DEVELOPMENT LENGTH (MM) MIN. SPLICE/LAP LENGTH (MM) HOOK DEVELOPMENT
RCC STAGE 2
>500mm
6-SHORING AND BRACING IMPREGNATED SHEET DIAMETER LENGTH (MM) VERTICAL BAR SPACING IN COLUMNS
IN (MM) TOP BARS* OTHER BARS TOP BARS* OTHER BARS
1. SHORE & BRACE ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION, TO
THE EXTENT NECESSARY TO ENSURE COMPLETE SAFETY, STRENGTH & RCC STAGE 1
MIN. 50mm 300 300 10 500 350 650 500 200
STABILITY OF ALL STRUCTURAL ELEMENTS UNDER ALL CONDITIONS OF LOADS 200mm WIDE WATER LEGEND
WHICH MAY OCCUR DURING CONSTRUCTION. SUCH SHORING & BRACING IS THE STOPPERS
PVC SLEEVE PIPE 50mm 13 650 525 850 650 250
CONTRACTOR'S SOLE RESPONSIBILITY AND IS NOT SHOWN ON STRUCTURAL STEEL DOWELS D25 MS = MILD STEEL
THERMOPORE SHEET
DRAWINGS OR SPECIFIED IN THE PROJECT. @1m PVC = POLYVINYLE CHLORIDE
16 800 625 1050 800 300
EXPANSION JOINT DETAILS IN WALLS CI = CAST IRON
19 950 750 1250 950 350 DI = DUCTILE IRON
<500mm THICK
SQ = SQUARE
22 1150 875 1425 1100 425 C.Jt = CONSTRUCTION JOINT
T&B = TOP AND BOTTOM
25 1250 975 1600 1250 475 NSL = NATURAL SURFACE LEVEL
EF = EACH FACE
29 1400 1100 1800 1400 550
FGL = FINISHED GROUND LEVEL
32 1600 1225 2050 1600 650 Ø = DIAMETER OF BAR
BF = BOTTOM FACE
* NOTE: HORIZONTAL OR NEARLY HORIZONTAL BARS SO PLACED THAT MORE THAN 300MM FRESH CONCRETE IS CAST
EF = EACH FACE
BELOW THEM.
db = BAR DIAMETER

DRAWN BY ZAKIR DRAWING NO RYL-MHP-GEN-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GENERAL NOTES
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE NTS
WATERMILL (JRANDA) NOTES:
PROTECTION WALL
625
620
PROTECTION WALL WEIR (GABION WALL)
FLOW
615
620
PROTECTION WALL
625 FISH PASS GRAVEL TRAP
HEADRACE CHANNEL
630
635
640
INTAKE
CONNECTING CHANNEL

DRAWN BY ZAKIR DRAWING NO RYL-GBN-LAY-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GABION WALL
A JV OF M/S INTEGRATION CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023
GOVERNMENT OF KHYBER
ENVIRONMENT & ENERGY,
CONSTRUCTION OF MINI HYDROPOWER LAYOUT PLAN
PAKHTUNKHWA PROJECT DISTRICT BUNER APPROVED BY SCALE
ELAN PARTNER (PVT) LTD. 1:600
FISH PASS
74000
10000 10000 54000 1
2300
STONE APRON STONE APRON
600
3
STONE APRON
1000 800 800 800

1000 800 800 700
STONE APRON
9200
GABION WALL TOP EL.617.50 GABION WALL TOP EL.617.50
5600
600
2000
2300
2300
DRY STONE DRY STONE DRY STONE
3
2 PLAN 1
SCALE 1:175
HFL.619.50
HFL.619.50
DIA US STEEL
DESCRIPTION mm WIRE GUAGE
PCC G-21
2000
PCC G-21 BODY WIRE 2.3 11
2000
150mm THICK
150mm THICK
PERIMETER WIRE 2.8 9
TYING & CONNECTING WIRE 1.95 13
2000 300 1350
2000 300 1350
EL.617.50
800
POLYTHENE HEAVY GRADE / POLYTHENE HEAVY GRADE /
800
GEO MEMBRANE 5mm THICK 800 GEO MEMBRANE 5mm THICK 800 EL.617.50
1 NSL
1 NSL
800
800
1 800
1 800
DRY STONE
DRY STONE
3850
800
800
600 800 600
600 800
4650
BACKFILL STONE APRON
STONE APRON GABION WALL
800
GABION WALL 1
1
1450
1
BACKFILL 1
1 1 PCC G-21
1450
1 1
HFL.619.50
1700 350 4000 300 1700
PCC G-21 8050
2500 350 4600 300 2500 SECTION 2-2

10250 SCALE 1:75
2000
1000
PCC G-21
NOTES: SECTION 1-1 150mm THICK
SCALE 1:75
800
2000 300 1350
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS EL.617.50 800
NOTED OTHERWISE.
2. ALL WIRE USED IN FABRICATION OF GABIONS AND IN POLYTHENE HEAVY GRADE /
800
GEO MEMBRANE 5mm THICK
800
WIRING OPERATION SHALL BE MILD STEEL WIRE WITH 800 NSL
800
AVG. TENSILE STRENGTH OF AT LEAST 44 KG/SQ.MM.
1
3. ALL WIRE USED IN FABRICATION OF GABIONS AND IN DRY STONE
varies
WIRING OPERATIONS SHALL BE GALVANIZED. THE 1
800
800
600
MINIMUM WEIGHT OF ZINC COATING SHALL BE NSL 800 800
3050
274 G/IN².
4. WIRES APPLIED AT RATE NOT LESS THAN 0.8 OUNCES GABION WALL BACKFILL GABION WALL BACKFILL
PER SQ.FT (0.25KG/SQ.MM) OF UN COATED WIRE.
5. STONES FOR GABION CONSIST OF HARD , DURABLE 1
1450
BACKFILL STONE APRON 1
1450
ROCK HAVING MINIMUM DENSITY 1360 KB/M³. 1
1
6. VOID SPACES SHALL BE EVENLY DISTRIBUTED SHALL
NOT EXCEED 30 % MAXIMUM. PCC G-21 1 1
7. GABION SHALL MADE OD STEEL WIRE TRIPLE TWISTED 1 1
FORMING A UNIFORM HEXAGON MESH PATTERN
WITH OPENINGS 8 CM X 10 CM.
SECTION 3-3 900 350 3200 300 900
350 4000 300
SCALE 1:75 5650
PROTECTION WALL
SCALE 1:75

DRAWN BY ZAKIR DRAWING NO RYL-GBN-SEC-001-02 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GABION WALL PLAN AND
ENVIRONMENT & ENERGY, SECTIONAL DETAILS
ELAN PARTNER (PVT) LTD. AS SHOWN
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS
200
POOL LENGTH
2000 200 200 1700 200 1700 200 1700 200 2000
1700
1240
1340
POOL WIDTH
A A
2200
1800
1800
200
100
200
200
100
100
300 200 1800
360
100
200
B
7900
400
160 200 1440
PLAN
SCALE 1:50
OPENING
2000
1400
400
200 1700 RCC G-28
W.L
1800
W.L
1400
W.L
200
1400
W.L
W.L
1400
W.L
1800
1400
200 1800 200
2000
1400
200
2200
RCC-28
SECTION B-B
200
RCC-28 SCALE 1:30
1982 7818 2000
11800
SECTION A-A
SCALE 1:50

DRAWN BY ZAKIR DRAWING NO RYL-MHP-FIS-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / FISH PASS PLAN
ENVIRONMENT & ENERGY, AND SECTION
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
OTHERWISE SPECIFIED.
D13@200(B.F) D13@200(B.F)
B
D13@200(B.F)
200
POOL LENGTH
2000 200 200 1700 200 1700 200 1700 200 2000
1700
D13@200(B.F)
POOL WIDTH
A A
2200
1800
1800
200
D13@200(B.F)
B
D13@200(B.F) D13@200(B.F)
D13@200(B.F)
D13@200(B.F) D13@200(B.F)
PLAN
SCALE 1:50
D13@200(B.F) D13@200(B.F)
400
200 1700
W.L SECTION B-B

1800
W.L SCALE 1:40

1400
W.L
D13@200(B.F)
1400
W.L
W.L
D13@200(B.F)
W.L
1800
2000
1400
200
D13@200(B.F)
200
D13@200(B.F)
D13@200(B.F)
D13@200(B.F) D13@200(B.F)
D13@200(B.F)
SECTION A-A
SCALE 1:50

DRAWN BY ZAKIR DRAWING NO RYL-MHP-FIS-001-02 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV FISH PASS
ACCESS TO CLEAN ENERGY PROGRAM /
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 REINFORCEMENT DETAILS
CONSTRUCTION OF MINI HYDROPOWER
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE ----
NOTES:

NOTED OTHERWISE.
STOP LOG
2500
FLOW
1500
SLAB
CLAW COUPLING CLAW COUPLING

4000
A SLAB A NSL
2500
FLOW
GATE CROSS SHAFT CROSS SHAFT
2500 2500
350 350 350
OPENING WIDTH OPENING WIDTH
0 0
25 EL.619.80
1500 1500 2800 5000

HFL 619.50
150°
MONKEY LADDER
B
0°
1500
12
MONKEY LADDER
2200
400 R.C.C G-28
PLAN
GATE TOP GATE TOP
GATE & HOIST ARRANGEMENTS R.C.C G-28 R.C.C G-28

W.L. 617.36 W.L. 617.36
300
1500
1665 1500 1200 NSL
300
EL.619.80
HFL.619.50
200
SLAB
EL.616.10
2200
2000
R.C.C G-28 C.J WITH W.S
300
EL.617.60
600
W.L 350 2500 350 2500 350
STOPLOG
1260
1250
GATE
300
EL.616.10 FLOW EL.616.10 616.00

SECTION B-B
600
R.C.C G-28
1500
75mm THICK P.C.C

STONE MASONRY
CONNECTING CHANNEL
CUTOFF WALL 1865 2500

300
SECTION A-A

DRAWN BY ZAKIR DRAWING NO RYL-INT-SEC-001-03 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / INTAKE PLAN AND
ENVIRONMENT & ENERGY, SECTIONAL DETAILS
CLAW COUPLING CLAW COUPLING
CROSS SHAFT CROSS SHAFT

GATE & HOIST ARRANGEMENTS
2500 2500
350 350 350
OPENING WIDTH OPENING WIDTH
DETAIL "A"
D19@175
D13@150
(B.F) D19@175 D19@175
D13@150(B.F)
DETAIL "B"
D13@200
D13@150
D13@150
(B.F)
(B.F)
(B.F)
D13@175 GATE
(T&B)
D19@175
(B.F)
D19@175 D19@175
D19@175 D13@175
(T&B) C.J WITH W.S C.J WITH W.S
D13@150
(B.F)
D13@150 D13@150
D19@175 (T&B) (T&B)
SECTION A-A
SCALE 1:75
SECTION B-B
SCALE 1:50
D13@175
(T&B)
D19@200
D13@175
D13@200
(B.F)
D13@200
D13@175
D13@200
(B.F)
3-D13
D19@200
D13@175
(T&B)
DETAIL "A" DETAIL "B" NOTES:

SCALE 1:40 SCALE 1:40 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS

DRAWN BY ZAKIR DRAWING NO RYL-INT-REF-002-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / INTAKE
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 REINFORCEMENT DETAILS
7600
NOTES:
2000
STONE APRON
300 C 300
SPILL SECTION
600
7000
4800
B
2500 1000
2845
350
1150
800
PLATFORM
600
600
FLUSHING GATE
A A
2500
6000
2800
1595
600
600
CONNECTING CHANNEL
1150
HEADRACE CHANNEL
1350
350
2500 8000 1245
B C 350
PLAN
PLATFORM
NSL GATE ARRANGEMENT
200
2845
2500 8000 EL.618.03
EL.617.83
SPILL SECTION
7000
600
600
600
600
EL.617.23
W.L. 617.23 W.L.617.23
607
1950
2450
1250
2750
1550
1750
200
EL.615.98 EL.616.65
1427
EL.615.68
600
STONE MASONRY EL.615.47
600
EL.615.20 STONE MASONRY
350
CONNECTING CHANNEL HEADRACE CHANNEL
350
100mm PCC G-21
R.C.C G-20 FLUSHING GATE
100mm PCC G-21
100mm PCC G-21
SECTION A-A

DRAWN BY ZAKIR DRAWING NO RYL-MHP-TRP-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GRAVEL TRAP PLAN AND
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 SECTION A-A DETAIL
EL.617.83
500
600
WL.617.23
3825
1000
2
2750
HFL.616.25
1750
800
C.J WITH W.S 1
BACKFILL
EL.615.47 BACKFILL
2400
800
400
NSL
800
400 6000 400
GABION WALL
1000 6800 1000
1300
100mm PCC G-21
SECTION B-B
4000
NSL
PLATFORM
GATE ARRANGEMENT
1950
EL.618.03
4800
800
600
5350
600
200
SPILLWAY WL.617.23
SIDE WALL 600 2
PLUM WITH 50%
400
BOULDERS (1:2:4)
HFL.616.25 1
3040
2040
600
C.J WITH W.S BACKFILL

2800
400
FLUSHING GATE
600 600mm x 600mm
EL.615.20
400
STONE APRON
EL.614.43
400 6000 400
400
500
100mm PCC G-21

2000
1500 2300 1000 6800 1000
SECTION C-C
NOTES:

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GRAVEL TRAP
ENVIRONMENT & ENERGY, SECTION B-B AND SECTION C-C
NOTES:
7600
2000
STONE APRON
300 C 300
SPILL SECTION
600
7000
4800
B
D13@150 (B.F)
2500 1000
D13@150 (B.F)
)
B.F
0(
15
3 @
D1
1150
D13@150 (B.F)
600
600
FLUSHING GATE
A A
2500
6000
2800
1595
600
600
CONNECTING CHANNEL D13@150 (B.F)
1150
HEADRACE CHANNEL
D1
3@
15
0(
D13@150 (B.F)
B.F
)
D13@150 (B.F)
B C
PLAN
GATE ARRANGEMENT
2500 8000
SPILL SECTION
7000
600
600
600
2450
1250
2750
1550
600
STONE MASONRY
600
STONE MASONRY
D13@1
5 0 (B.F)
CONNECTING CHANNEL D13@150 (B.F) HEADRACE CHANNEL
FLUSHING GATE
D13@150 (B.F)
SECTION A-A

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / GRAVEL TRAP
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE 1 : 100
NOTES:
D13@150 (B.F) D13@150 (B.F)
C.J WITH W.S
D13@150 (B.F) D13@150 (B.F) D13@150 (B.F)
D13@150 (B.F)
SECTION B-B
D13@125 (B.F)
D13@125 (B.F)
SPILLWAY
SIDE WALL
PLUM WITH 50% BOULDERS (1:2:4)
D13@150 (B.F)
D13@150 (B.F)
D13@150 (B.F) C.J WITH W.S
D13@150 (B.F) D13@150 (B.F)
D13@150 (B.F)
SECTION C-C
2000

DRAWN BY ZAKIR DRAWING NO GK-SAN-STR-002-05 DETAIL DESIGN DRAWING
DEVELOPMENT ORGANIZATION (PEDO) PACKAGE-II (STREAMS) DESIGN BY SHAKIR REVISION GARVEL TRAP
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / REINFORCEMENT DETAILS
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE 1 : 200
NSL
NSL
100
600 2800 600
100 mm PCC G-21
100
600 2500 600
300
100 mm PCC G-21
600
300
W.L
600
W.L BACKFILL
BACKFILL STONE MASONRY
1850
STONE MASONRY
2750
1550
1550
2450
1250
100 mm PCC G-21 100 mm PCC G-21
3 3 3 3
600
600
1 1 1 1
300 1000 2500 1000 300 300 1000 2800 1000 300
5100 5400
100 mm PCC G-21 100 mm PCC G-21

CONNECTING CHANNEL HEADRACE CHANNEL
TYPICAL TYPICAL
100
600 2600 600
NSL
100 mm PCC G-21
600
W.L
STONE MASONRY BACKFILL
1950
2550
1350
100 mm PCC G-21
3 3
600
1 1
300 1000 2600 1000 300

5199
100 mm PCC G-21 NOTES:

TAILRACE CHANNEL 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS
TYPICAL UNLESS NOTED OTHERWISE.

DRAWN BY ZAKIR DRAWING NO RYL-MHP-CHL-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / CONNECTING, HEADRACE AND
ENVIRONMENT & ENERGY, TAILRACE CHANNELS SECTION
620
FLOW
615
FLOW
GABION WALL
0+350
0+325
0+300
0+ 275
0+200
0+450
0+225
0+250
5
5
0+425
0+37
0+17
0+400
0+150
0+125
0+100
0+075
00
0+0
PLATFORM
0+05
620
0+025
625 HEADRACE CHANNEL
630
GRAVEL TRAP
CONNECTING CHANNEL
INTAKE 635
640
645
650
NOTES:
NSL
630
625
620
615
610
605
600
INTAKE CONNECTING CHANNEL GRAVEL TRAP
617.350
617.332
617.282
617.232
617.219
617.203
617.186
617.169
617.153
617.136
617.119
617.103
617.086
617.069
617.053
617.036
617.019
617.003
616.986
W.S.L.
616.100
616.083
616.033
615.983
615.670
615.653
615.636
615.620
615.603
615.586
615.570
615.553
615.536
615.520
615.503
615.486
615.470
615.453
615.436
D.B.L.
615.954
623.139
616.855
616.822
616.202
616.902
616.932
617.911
615.024
618.149
616.233
617.843
616.674
617.857
616.057
616.009
619.084
617.236
616.293
N.S.L.
100.00
125.00
150.00
175.00
200.00
225.00
250.00
275.00
300.00
325.00
350.00
375.00
400.00
425.00
450.00
25.00
50.00
75.00
0.00
OFFSET

DRAWN BY ZAKIR DRAWING NO RYL-LAY-PRO-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / PLAN AND PROFILE
FLOW
610
610
610 610 FLOW

0+475
0+500
0+525
0+550
25
0+9
0+575
0+850
0+825
0+875
0
0+800
0+600
0+90
0+625
0+775
0+650
0+750
0+675
5
615
0+72
0+700
620
625
HEADRACE CHANNEL 630
635
640
NOTES:
NSL
HEADRACE CHANNEL
616.986
616.970
616.953
616.936
616.920
616.903
616.886
616.870
616.853
616.836
616.820
616.803
616.786
616.770
616.753
616.736
616.720
616.703
616.686
615.436
615.420
615.403
615.386
615.370
615.353
615.336
615.320
615.303
615.286
615.270
615.253
615.236
615.220
615.203
615.186
615.170
615.153
615.136
616.293
617.386
616.960
624.232
616.558
616.149
615.041
616.974
617.691
616.920
616.807
618.734
619.002
617.535
616.042
621.470
621.600
620.274
619.027
450.00
475.00
500.00
525.00
550.00
575.00
600.00
625.00
650.00
675.00
700.00
725.00
750.00
775.00
800.00
825.00
850.00
875.00
900.00
FLOW
FLOW
615 610
75
00
1+125
1+0
1+1
1+150
1+175
1+050
620
1+200
1+225
1+250
5
1+275
1+02
1+300
00
625
1+325
1+0
HEADRACE CHANNEL
0+975
0+950
630
5
0+925
0+87
0+900
FB
FOREBAY
635
640
NOTES:
NSL
CONTROL GATE
CONTROL GATE
EL. 799.52
EL. 799.15
W.L. 798.92
SLOPE 2%
LEAN CON. 50mm THICK RCC G-25
HEADRACE CHANNEL
SANDTRAP FOREBAY
616.686
616.670
616.653
616.636
616.620
616.603
616.586
616.570
616.553
616.536
616.520
616.503
616.486
616.470
616.453
616.438
616.440
616.440
616.440
615.136
615.120
615.103
615.086
615.070
615.053
615.036
615.020
615.003
614.986
614.970
614.953
614.936
614.920
614.903
612.050
610.365
614.572
609.644
619.027
618.335
620.328
620.813
618.837
620.063
621.042
618.985
617.819
617.051
617.315
616.879
618.107
616.916
617.141
616.049
615.320
613.209
609.137
1000.00
1025.00
1050.00
1075.00
1100.00
1125.00
1150.00
1175.00
1200.00
1225.00
1250.00
1275.00
1300.00
1325.00
1350.00
900.00
925.00
950.00
975.00

FL O
W
NOTES:
08
1+5
00
1+5
75
1+4
50
1+4
25
1+4
SPILL PIPE
625
00
1+4
620
75
64000000
60160000
1+3
25
1+3
615
TAILRACE
50
1+3
24960000
22400000
PH 610
60
FB 615 610 POWERHOUSE 5
605
PENSTOCK
62 0
FOREBAY 625
FLO
E
US
W
HO
630
635
E
US
HO
POWERHOUSE
(TYPICAL)
630
625
NSL
CONTROL GATE
TAILRACE
CONTROL GATE
620
615
610
HFL.605.00 HFL.604.00
605
600
FOREBAY
616.440
616.440
605.118
605.093
605.068
605.052
614.572
609.644
602.187
603.743
603.718
603.701
613.209
609.137
606.606
606.109
605.722
602.942
603.186
622.989
1325.00
1350.00
1375.00
1400.00
1425.00
1450.00
1475.00
1499.33

0+025.00
637
0+014.06 636
635 635
634 634
633 633
632 632
00%
200.
631 631
630 630
629 629
00%
628 628
200.
627 627
00%
200.
626 626
625 625
624 624
00%
623 623
00
200.
200.
622 622
621 621
620 620
619 619
00%
00%
618 618
WL.617.35 WL.617.33
200.
200.
617 617
616 616
615 615
620.13
632.43
615.03
620.53
628.63
615.12
615.15
615.17
615.19
615.21
615.25
617.97
626.92
629.55
630.99
615.29
616.39
623.71
625.75
629.61
631.65
615.10
615.80
616.70
622.40
624.44
625.68
628.16
615.04
615.06
615.08
615.84
619.20
622.06
627.28
630.36
633.28
634.94
EXISTING EXISTING
ELEVATIONS ELEVATIONS
-12
-12
-18
-16
-18
-16
-14
-10
-14
-10
12
16
18
12
16
18
10
14
10
14
0 0
-2
-2
OFFSET
-8
-6
-4 OFFSET
-8
-6
-4
2
8
6
6
NOTES:
0+050.00
632
631
630
629 0+076.52
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
WL.617.28 WL.617.23
00%
200.
617 617
00%
200.
616 616
00%
200.
615 615
614 614
614.83
614.82
614.79
620.72
625.75
627.43
630.09
614.51
614.39
614.63
614.95
615.51
616.65
617.22
617.79
625.03
626.82
614.80
615.38
615.96
617.78
619.20
622.40
624.08
628.97
614.56
614.46
614.40
616.08
618.36
619.86
621.46
614.84
614.84
616.44
616.94
623.24
627.14
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
14
16
18
10
14
16
18
0 0
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
4
4
2
8
DRAWN BY ZAKIR DRAWING NO RYL-CON-SEC-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / CONNECTING CHANNEL
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 SECTIONS
NOTES:
0+100.00
634
633
632
0+080.00 631
629 630
628 629
627 628
626 627
625 626
624 625
623 624
622 623
621 622
620 621
619 620
618 619
WL.617.22
00%
618
200.
617 W.L
WL.617.23 W.L
616 617
00%
200.
615 616
614 615
614.53
614.43
615.53
621.03
614.49
614.37
614.89
616.82
617.47
618.12
619.41
622.97
627.87
614.46
614.40
616.18
618.76
625.08
627.18
614
EXISTING
614.43
614.42
614.42
614.41
614.41
614.59
615.21
615.71
617.62
620.31
621.65
627.99
614.40
614.47
616.28
618.96
630.00
623.94
631.94
ELEVATIONS EXISTING
ELEVATIONS
-12
-18
-16
-14
-10
12
16
18
10
14
-2
OFFSET
-8
-6
-4
8
6
-18
-12
-16
-14
-10
12
10
14
16
18
-2
OFFSET
-8
-6
-4
4
0
8
0+150.00
631
630
0+125.00
629
622
628
621
627
620
626
619
625
618
WL.617.20 W.L 624
617
00%
623
200.
616
622
615
621
614
620
614.42
614.41
614.35
614.33
614.31
615.22
616.25
617.02
618.65
619.15
619.63
614.39
614.37
617.46
617.69
619.37
617.24
619.60
619.00
EXISTING
619
ELEVATIONS
618
WL.617.18 W.L
617
-12
-18
-16
-14
-10
12
10
16
18
14
-2
-8
-6
OFFSET
-4
8
6
616
00%
200.
615
614
614.63
614.83
616.33
614.47
615.51
615.97
616.21
616.89
617.19
624.31
629.75
628.59
615.06
615.28
615.74
616.74
617.48
618.88
630.28
EXISTING
ELEVATIONS
-12
-18
-16
-14
-10
12
16
18
10
14
-2
OFFSET
-8
-6
-4
8
6
DRAWN BY ZAKIR DRAWING NO RYL-HRC-SEC-001-02 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / HEADRACE CHANNEL
NOTES:
0+175.00 0+200.00 1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE IN METERS
631 630 UNLESS NOTED OTHERWISE.
630 629
629 628
628 627
627 626
626 625
625 624
624 623
623 622
622 621
621 620
620 619
619 618
WL.617.15
00%
200.
W.L
618 617
WL.617.16
00%
200.
W.L
617 616
616 615
615 614
614 613
614.65
614.73
614.95
615.71
616.79
618.85
620.91
623.02
625.13
626.09
626.05
625.91
614.13
614.09
614.05
614.02
614.11
614.31
614.51
617.89
618.91
621.03
622.25
625.22
614.57
614.80
615.20
615.46
615.97
625.80
614.17
613.98
614.70
618.40
619.90
628.14
623.74
627.44
EXISTING EXISTING
-18
-12
-18
-12
-16
-14
-10
-16
-14
-10
12
12
10
14
16
18
10
14
16
18
-2
-2
OFFSET
-8
-6
OFFSET
-8
-6
-4
-4
4
4
0
8
0+250.00
635
634
633
632
0+225.00 631
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
WL.617.13 WL.617.11
00%
00%
200.
200.
W.L W.L
617 617
616 616
200.
00%
615 615
614 614
613 613
613.77
614.02
614.51
615.17
616.03
616.89
617.75
619.97
618.23
624.13
613.61
613.83
614.05
615.02
615.32
618.83
629.93
631.55
632.49
633.43
613.76
613.78
613.78
621.66
618.14
621.14
626.98
627.96
628.96
614.28
614.64
615.58
616.40
619.30
619.78
620.50
624.04
626.98
EXISTING EXISTING
-12
-12
-18
-16
-18
-16
-14
-10
-14
-10
12
18
12
18
10
14
16
10
14
16
-2
-2
OFFSET
-8
-6
OFFSET
-8
-6
-4
-4
2
8
0
6
NOTES:
0+275.00 UNLESS NOTED OTHERWISE.
631 0+300.00
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
00%
WL.617.10 WL.617.08
00%
200.
200.
W.L W.L
617 617
200.
616 616
% 00
615 615
614 614
613 613
613.91
614.11
614.35
614.95
615.72
615.91
627.63
627.21
627.75
615.62
619.35
620.81
621.42
622.23
615.27
615.48
618.09
620.37
624.76
627.77
613.89
614.09
614.39
614.77
615.19
616.58
617.96
620.19
620.67
623.76
625.37
626.99
613.74
614.60
619.64
629.24
616.04
628.60
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
0+325.00 0+350.00
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
WL.617.06 WL.617.05
617 617
W.L W.L
% 00
%
200.
00
200.
616 616
615 615
614 614
613 613
613.31
613.51
613.62
614.12
615.01
617.21
625.11
625.23
626.61
613.72
613.65
613.62
615.05
616.51
617.73
618.62
624.21
625.53
628.05
613.39
615.10
615.10
615.77
616.98
617.19
619.40
624.48
623.66
628.00
613.99
614.40
614.59
615.68
617.39
620.56
622.26
626.79
613.64
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
NOTES:
0+400.00
634
633
0+375.00 632
631 631
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
00%
00%
WL.617.03 WL.617.01
200.
200.
617 W.L
617 W.L
616 616
615 615
614 614
614.41
614.73
620.01
620.63
626.11
627.95
614.03
615.43
617.63
625.33
614.10
614.19
614.28
614.30
614.29
614.56
616.16
617.58
619.00
621.69
623.90
629.30
614.07
614.07
614.28
615.07
615.37
616.48
618.86
620.76
621.68
622.76
628.47
632.06
615.14
614.64
621.84
630.44
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
0+425.00
632
631 0+450.00
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
%
00%
WL.617.00 WL.616.98
00
200.
200.
617 W.L
617 W.L
616 616
615 615
614 614
613 613
615.25
615.73
615.85
616.32
626.33
628.61
629.71
613.35
613.63
614.61
614.82
615.25
615.23
618.35
626.31
627.45
613.67
613.69
616.26
617.29
618.77
621.36
623.97
626.26
627.09
615.06
623.29
626.78
627.09
628.06
628.66
613.64
614.30
630.70
613.40
613.40
616.30
620.70
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
NOTES:
0+475.00 1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE IN METERS
629 0+500.00
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
00%
WL.616.97 WL.616.95
00%
200.
200.
617 W.L
617 W.L
616 616
615 615
614 614
613 613
613.15
613.11
614.81
622.55
623.23
624.95
613.32
614.15
615.02
623.13
626.03
627.51
613.19
613.17
613.89
616.17
619.58
621.07
625.86
626.78
627.69
613.28
613.49
613.97
614.77
614.76
617.39
620.88
625.69
626.77
613.14
614.70
615.00
624.04
614.44
613.44
626.40
627.14
EXISTING EXISTING
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
0+525.00
628
627
626
625
624 0+550.00
623 623
622 622
621 621
620 620
619 619
618 618
00%
WL.616.93 WL.616.92
00%
200.
200.
617 W.L
617 W.L
616 616
615 615
614 614
613 613
625.33
627.75
626.93
619.23
620.85
613.42
613.49
613.57
615.31
615.72
615.68
619.09
621.41
624.32
626.79
627.48
614.39
615.01
616.91
618.62
619.77
620.31
621.39
622.48
613.34
613.84
617.14
623.86
627.20
615.64
617.80
621.94
EXISTING EXISTING 614.05614.10614.15613.58613.63613.93
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
12
12
16
18
16
18
10
14
10
14
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
0
8
6
6
0+600.00
628
NOTES:
627
626
625
624
0+575.00 623
623 622
622 621
621 620
620 619
619 618
618 617 WL.616.88 W.L
617 WL.616.90 W.L

616
00%
200.
616 615
615 614
614 613
613 612
614.01
615.62
616.53
617.92
619.81
620.53
612.85
614.01
614.33
615.33
615.85
627.05
613.27
613.49
613.88
614.77
615.46
617.28
622.37
613.18
613.36
613.69
614.68
616.36
617.06
621.97
625.79
627.58
627.08
614.14
614.44
615.10
617.60
613.04
EXISTING EXISTING
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
16
18
10
16
18
14
14
-2
-2
-8
-6
-8
-6
OFFSET
-4
OFFSET
-4
0
8
6
6
0+650.00
635
0+625.00 634
633 633
632 632
631 631
630 630
629 629
628 628
627 627
626 626
625 625
624 624
623 623
622 622
621 621
620 620
619 619
618 618
WL.616.87 WL.616.85
00%
00%
617 617
200.
200.
W.L W.L
616 616
615 615
614 614
613 613
612 612
612.62
612.72
613.65
614.93
623.23
624.52
631.15
632.23
612.32
612.63
612.92
612.93
617.43
621.32
628.35
629.43
632.62
612.61
612.59
612.88
613.26
620.87
625.16
626.46
629.38
612.27
612.49
615.18
617.68
626.17
627.49
630.89
613.44
617.80
627.90
612.74
618.20
633.80
EXISTING EXISTING
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
12
12
10
16
18
10
16
18
14
14
-8
-2
-8
-2
OFFSET
-6
-4
OFFSET
-6
-4
0
8
6
6
NOTES:
0+700.00 644
642 643
641 642
0+675.00 640 641
640 639 640
639 638 639
638 637 638
637 636 637
636 635 636
635 634 635
634 633 634
633 632 633
632 631 632
631 630 631
630 629 630
629 628 629
628 627 628
627 626 627
626 625 626
625 624 625
624 623 624
623 622 623
622 621 622
621 620 621
620 619 620
619 618 619
0%
WL.616.82
200.0
618 617 W.L
618
WL.616.83
0%
0%
WL.616.80
200.0
200.0
617 W.L 616 617 W.L
616 615 616

615 614 615
614 613 614
613 612 613
612 611 612
612.52
612.55
612.52
612.85
613.95
619.55
634.82
638.82
611.92
614.83
626.95
633.93
612.39
612.49
614.88
616.77
617.49
624.59
627.80
632.11
637.76
639.38
611.97
612.66
613.69
615.37
616.06
619.56
635.91
640.30
641.66
617.94
611.94
612.24
612.64
638.04
EXISTING EXISTING 611
614.93
616.53
618.13
611.62
611.61
611.59
612.28
613.11
613.67
619.35
620.52
622.28
624.17
628.41
640.97
611.60
636.30
EXISTING
ELEVATIONS
-18
-16
-12
-18
-16
-12
-14
-10
-14
-10
12
12
10
14
16
18
10
14
16
18
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
0
8
6
-12
-18
-16
-14
-10
12
10
14
16
18
-2
-8
-6
OFFSET
-4
8
6
0+750.00 0+800.00
642 641
0+775.00
641 640
641
640 639
640
639 638
639
638 637
638
637 636
637
636 635
636
635 634
635
634 633
634
633 632
633
632 631
632
631 630
631
630 629
630
629 628
629
628 627
628
627 626
627
626 625
626
625 624
625
624 623
624
623 622
623
622 621
622
621 620
621
620 619
620
619 618
619
618 617 WL.616.75 W.L
618
617 WL.616.78 616
W.L
617 WL.616.77 W.L
616 615
616
615 614
615
614 613
614
613 612
613
612 611
612
611 610
611
611.21
611.19
611.37
612.47
613.45
613.57
614.06
615.96
620.52
631.19
632.27
635.37
640.76
610.93
611.69
611.67
611.71
612.36
614.03
614.01
615.76
617.68
619.69
625.48
632.12
637.85
611.20
618.24
637.80
611.20
611.50
EXISTING EXISTING
611.13
612.43
611.07
611.10
611.60
613.47
615.27
617.32
619.51
621.62
623.71
632.68
637.99
640.70
611.04
627.04
EXISTING
ELEVATIONS
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
12
12
10
14
16
18
10
14
16
18
-8
-6
-2
-8
-6
-2
OFFSET
-4
OFFSET
-4
4
4
0
8
-18
-16
-12
-14
-10
12
10
14
16
18
-2
OFFSET
-8
-6
-4
8
6

0+825.00 0+850.00 0+875.00
640 639 638
639 638 637
NOTES:
638 637 636
1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE
637 636 635
IN METERS UNLESS NOTED OTHERWISE.
636 635 634
635 634 633
634 633 632
633 632 631
632 631 630
631 630 629
630 629 628
629 628 627
628 627 626
627 626 625
626 625 624
625 624 623
624 623 622
623 622 621
622 621 620
621 620 619
620 619 618
619 618 617 WL.616.70 W.L
618 617 616

WL.616.72 W.L
617 616 615

WL.616.73 W.L
616 615 614

615 614 613
614 613 612
613 612 611
612 611 610
611 610 609
610 609 608
610.09
610.13
610.19
611.59
621.37
624.92
632.52
609.37
609.22
609.15
613.75
616.32
620.63
624.97
629.31
636.89
610.06
610.16
610.20
614.04
618.68
629.34
634.66
636.38
638.84
609.30
609.16
609.20
611.36
631.98
634.44
608.73
615.75
629.03
631.35
608.79
608.68
608.62
608.88
612.59
617.98
623.91
631.71
608.84
620.20
EXISTING EXISTING EXISTING
ELEVATIONS ELEVATIONS ELEVATIONS
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
-12
-18
-16
-14
-10
12
16
18
12
16
18
10
14
10
14
12
10
14
16
18
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
-2
OFFSET
-8
-6
-4
4
4
0
8
6
0+925.00
638 0+950.00
0+900.00
637 635
639
636 634
638
635 633
637
634 632
636
633 631
635
632 630
634
631 629
633
630 628
632
629 627
631
628 626
630
627 625
629
626 624
628
625 623
627
624 622
626
623 621
625
622 620
624
621 619
623
620 618
622
0%
WL.616.65
200.0
619 617 W.L
621
618 616
620
WL.616.67
0%
617 615
200.0
W.L
619
616 614
618
615 613
617 WL.616.68 W.L
614 612
616
613 611
615
612 610
614
611 609
613
610 608
612
609 607
611
608 606
610
607 605
609
606 604
608
607.25
607.47
613.03
615.67
618.43
628.55
634.91
605.51
605.03
604.85
613.19
618.87
621.83
624.82
627.93
630.95
632.37
607.04
607.68
608.28
610.56
621.20
623.96
637.14
635.64
634.06
636.08
605.20
606.98
610.10
616.24
633.56
633.88
634.40
EXISTING EXISTING
608.78
608.73
609.15
609.98
610.81
612.56
613.68
615.11
616.65
620.57
625.07
630.19
637.33
618.34
622.84
632.34
634.50
EXISTING ELEVATIONS ELEVATIONS

ELEVATIONS
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
12
16
18
12
16
18
10
14
10
14
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
4
4
0
8
-12
-18
-16
-14
-10
12
10
16
18
14
OFFSET
-8
-6
-2
-4
8
6

NOTES:
634
633 1+000.00
632 633 1+025.00
631 632 633
630 631 632
629 630 631
628 629 630
627 628 629
626 627 628
625 626 627
624 625 626
623 624 625
622 623 624
621 622 623
620 621 622
619 620 621
618 619 620
WL.616.63
0%
617 618 619
200.0
W.L
0%
WL.616.62
200.0
616 617 W.L
618
WL.616.60
0%
615 616 617
200.0
W.L
614 615 616
613 614 615
612 613 614
611 612 613
610 611 612
609 610 611
608 609 610
607 608 609
606 607 608
605 606 607

609.32
611.61
613.93
616.75
620.45
630.39
632.51
606.02
606.02
606.03
606.03
606.62
608.83
611.05
613.59
620.31
632.39
632.49
607.99
608.31
610.99
613.32
615.93
624.45
626.45
628.01
628.31
632.39
606.20
606.48
606.76
607.04
607.34
618.57
622.84
625.46
628.08
616.27
618.18
623.46
626.67
630.00
632.56
607.34
607.67
608.64
608.96
619.26
620.76
622.60
630.64
-18
-16
-12
-18
-16
-12
-18
-16
-12
-14
-10
-14
-10
-14
-10
12
12
12
10
14
16
18
10
14
16
18
10
14
16
18
-2
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
0
8
1+050.00
633
1+075.00 1+100.00
631 631
632
630 630
631
629 629
630
628 628
629
627 627
628
626 626
627
625 625
626
624 624
625
623 623
624
622 622
623
621 621
622
620 620
621
619 619
620
618 618
619
0%
0%
617 WL.616.57 617 WL.616.55
200.0
200.0
618 W.L W.L
616 616
WL.616.58
0%
617
200.0
W.L
615 615
616
614 614
615
613 613
614
612 612
613
611 611
612
610 610
611
609 609
610
608 608
609
607 607
608
606 606
607
605 605
606
606.27
606.19
606.12
605.97
613.41
617.17
619.62
620.87
621.83
626.22
627.01
628.23
629.67
606.57
607.71
612.37
615.41
617.35
620.17
622.19
623.43
626.22
606.34
606.04
609.30
621.36
623.70
624.94
605.96
605.96
605.96
608.74
609.54
619.80
620.88
624.56
627.80
629.26
EXISTING EXISTING
606.13
613.73
606.16
606.19
606.22
608.86
611.29
617.49
621.99
625.02
626.42
627.88
629.12
630.36
631.42
631.55
632.21
606.24
624.54
EXISTING
-12
-12
-18
-16
-10
-18
-16
-10
-14
-14
12
16
18
12
16
18
10
14
10
14
-2
-2
OFFSET
-8
-6
-4
OFFSET
-8
-6
-4
4
4
-12
8
-18
-16
-14
-10
12
10
16
18
14
OFFSET
-8
-6
-2
-4
8
6

NOTES:
1+125.00
633 1+175.00
632 633
631 1+150.00 632
630 630 631
629 629 630
628 628 629
627 627 628
626 626 627
625 625 626
624 624 625
623 623 624
622 622 623
621 621 622
620 620 621
619 619 620
618 618 619
0%
0%
617 WL.616.53 617 WL.616.52 618
200.0
200.0
W.L W.L
616 616 617 WL.616.50
0%
200.0
W.L
615 615 616
614 614 615
613 613 614
612 612 613
611 611 612
610 610 611
609 609 610
608 608 609
607 607 608
606 606 607

607.22
619.35
621.13
629.71
631.31
606.92
607.63
608.25
609.15
619.22
620.43
621.65
626.52
607.62
607.85
609.63
614.52
615.63
618.95
623.33
627.21
607.00
607.07
609.18
613.57
615.80
617.58
622.88
625.59
628.29
610.56
611.98
613.08
613.99
615.56
616.78
618.00
622.87
624.09
625.30
627.76
608.68
610.59
613.08
616.70
617.76
620.30
625.27
630.79
606.94
611.54
614.24
624.24
626.94
611.54
621.64
629.14
-12
-12
-12
-18
-16
-14
-10
-18
-16
-14
-10
-18
-16
-14
-10
12
12
12
10
14
16
18
10
14
16
18
10
14
16
18
-2
-2
-2
OFFSET
-8
-6
OFFSET
-8
-6
OFFSET
-8
-6
-4
-4
-4
0
8
6
6
1+200.00 1+225.00
630 630 1+250.00
629 629 629
628 628 628
627 627 627
626 626 626
625 625 625
624 624 624
623 623 623
622 622 622
621 621 621
620 620 620
619 619 619
618 618 618

0%
0%
0%
617 WL.616.48 617 WL.616.47 617 WL.616.45
200.0
200.0
200.0
W.L W.L W.L
616 616 616
615 615 615
614 614 614
613 613 613
612 612 612
611 611 611
610 610 610
609 609 609
608 608 608
607 607 607

608.05
608.15
609.03
612.67
613.72
614.57
616.37
618.19
618.98
619.78
620.57
624.79
626.23
627.72
608.02
608.29
608.62
609.41
614.23
616.27
617.12
617.97
618.85
619.87
622.52
623.99
626.87
628.35
607.98
610.11
611.93
613.75
615.57
616.88
619.58
620.42
622.09
622.93
623.77
625.07
626.63
608.26
610.86
621.26
622.00
623.40
607.76
611.10
612.60
621.04
625.40
607.80
608.16
608.34
617.86
618.74
621.26
-12
-12
-12
-18
-16
-10
-18
-16
-10
-18
-16
-10
-14
-14
-14
12
12
12
10
16
18
10
16
18
10
16
18
14
14
14
-8
-6
-2
-8
-6
-2
-8
-6
-2
OFFSET
-4
OFFSET
-4
OFFSET
-4
0
8
6
6
E 286075
E 286100
E 286125
E 286150
E 286175
E 286200
E 286225
E 286250
W
FLO
N 3818325 605 N 3818325
NOTES:
SPILL PIPE
N 3818300 N 3818300
TAILRACE
64000000
60160000
605
24960000
N 3818275 N 3818275
22400000
POWERHOUSE
610
PENSTOCK
615
620
HEADRACE CHANNEL
FOREBAY
FB
N 3818250 N 3818250
625
630
635
N 3818225 N 3818225
E 286075
E 286100
E 286125
E 286150
E 286175
E 286200
E 286225
E 286250
DRAWN BY ZAKIR DRAWING NO RYL-FOR-LAY-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / FOREBAY
A JV OF M/S INTEGRATION CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023
GOVERNMENT OF KHYBER
ENVIRONMENT & ENERGY,
CONSTRUCTION OF MINI HYDROPOWER LAYOUT PLAN
ELAN PARTNER (PVT) LTD.
NOTES:
16400 37000 13380
SPILL PIPE E
C
36400 D
A
3000
SPILL CHANNEL
18
00
B 25000 FLUSHING PIPE
800
800
SPILL SECTION
500
550
1475
650
TRASHRACK
3600
2500
FLUSHING GATE
1475
800
A
2800
8000
8000
1900
1475
650
3600
2500
FLUSHING GATE
550
1475
500
800
1250
10000 B 45000 24655
750
79655
C D
PLATFORM
E
PLAN
CONTROL GATE
MONKEY LADDER EL.619.44

1055
NSL 873
54815 2905 2500 17062
25000 500
26700 3115
SPILL SECTION
500 1500 EL.615.44
600
EL.617.04
EL.614.44
W.L. 614.44 WL.614.44
2150
2465
2465
GATE
600
EL.614.89 CONTROL GATE EL.612.58 STOPLOG
4320
6235
2 TRASHRACK
250
1
6795
EL.610.49
4672
1800
2400
3074
250
SLOPE 2% EL.608.44
LEAN 100mm EL.607.65
1250
RCC G-20
LEAN 100mm FLUSHING PIPE DIA 650mm
800
RCC G-20
10000 45110 16020 7280 2300
HFL.606.45
SECTION A - A

DRAWN BY ZAKIR DRAWING NO RYL-MHP-FOR-001-01 DETAIL DESIGN DRAWING
ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / FOREBAY PLAN AND
ENVIRONMENT & ENERGY, SECTION DETAIL
2
1000 1
5000
2
1000
5000
2
1000
5000
2
1000
5000
2
NSL 1
1000
5000
2
CL CL
1
800 3600 800 3600 800
600
1000
1000
WL.614.44 WL.614.44
BACKFILL
4200
3600
RCC G-20
1
C.J WITH WS 4
1
6635
EL.610.84
1385 1
650
650
BACKFILL 650
2835
2835
EL.608.01 650
800 3600 800 3600 800

1000 9600
100mm PCC G-21
SECTION B - B
NOTES:

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM /
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 FOREBAY SECTION B-B
2
3575
1
5000
2
1
1000
5000
2
1
1000
5000
2
1
NSL 1000
1000
5000
2
200
1
800 3600 800 3600 800
WL.614.44 WL.614.44
BACKFILL
1000
5050
5050
RCC G-20
WL.611.44
1760
1160
SPILL CHANNEL
7530
C.J WITH WS
300
4
EL.610.28
EL.609.99
1
1 3000
1385
1
650
300
2836
BACKFILL
650 EL.607.16
800 3600 800 3600 800

1000 9600
100mm PCC G-21
SECTION C - C
NOTES:

GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 FOREBAY SECTION C-C
1498
5000
2
1
1000
5000
2
1
1000
5000
2
NSL 1
1000
1000
CL CL
5000
2
800 3600 800 3600 800
400
EL.615.44 1
WL.614.44 WL.614.44
BACKFILL
2466
5505
2500 2500
550 550 550 550
3035
7530
C.J WITH WS 4
3600 3600
1000 EL.609.54
RCC G-20 1
1386
WL.609.00
1760
SPILL CHANNEL
300
2530
650
EL.607.88
500
1
EL.607.01
1 3000
300 800 3600 800 3600 800
BACKFILL 9600
100mm PCC G-21
SECTION D - D
NOTES:

GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 FOREBAY SECTION D-D
3839
2
1
1000
5000
NSL 2
1
1000
5000
2
1
1000
500 500
5000
400
8000 2
WL.614.44 WL.614.44 1
2465
1000
EL.612.58
1
4928
7085
1 4
C.J WITH WS 1
EL.607.65 RCC G-20

1250
1250 8000 1250

10500
100mm PCC G-21
SECTION E - E
NOTES:

GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 FOREBAY SECTION E-E
NOTES:
SPILL PIPE
36700
300
2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800
300 B
3000
5900
A A
B
25000
SPILL SECTION
FLUSHING PIPE
PLAN
36400
300
2986 27348 6368
1760
1760
300
EL.613.28
1760
600
600
600
2800 RCC G-20
600
2800
600
2800 FLUSHING PIPE
600
5900
2800
300
EL.609.48
600
2800
600
2800
600
2800
3100
600
2800
600
1280
Ø1200
2800
150
300
300 2800 EL.606.08
800
2800
2800
WL.614.44
2800 SPILL PIPE
1760
SECTION A - A
SPILL CHANNEL SCALE 1:125
EL.613.28
300
300 3000
SECTION B-B
SCALE 1:75

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / SPILL CHANNEL
GOVERNMENT OF KHYBER A JV OF M/S INTEGRATION CONSTRUCTION OF MINI HYDROPOWER CHECKED BY DR FAYYAZ A KHAN DATE JUNE, 2023 PLAN AND SECTIONS
ELAN PARTNER (PVT) LTD. APPROVED BY SCALE ----
NOTES:
SPILL PIPE E
C
D
A
D16@125 (B.F)
D16@125 (B.F)
B SPILL CHANNEL
25000 D20@125(B.F)
SPILL SECTION
.F)
125(B
D20@
D20@125(B.F)
.F) TRASHRACK
125(B D16@125 (B.F) FLUSHING GATE
D20@
D20@125(B.F)
A
2800
D20@125(B.F)
D20@125(B.F)
D20@
125(B
.F D16@125 (B.F) FLUSHING GATE
D20@125(B.F)
D20@
125(B
.F )
D20@125(B.F) D20@125(B.F)
D16@125 (B.F)
D16@125 (B.F) D16@125 (B.F)
C D
B
E
PLAN
CONTROL GATE
25000
SPILL SECTION
GATE
CONTROL GATE STOPLOG
2 TRASHRACK
1
D20@125(B.F)
D16@125 (B.F)
1800
D2
SLOPE 2% 0@
1 25(
D16@125 (B.F) B.F
)
D20@125(B.F) D20@125(B.F)
FLUSHING PIPE DIA 650mm
D16@125 (B.F) D20@125(B.F)
D16@125 (B.F)
SECTION A - A

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / FOREBAY PLAN AND SECTION A-A
NOTES:
D16@125 (B.F)
D16@125 (B.F) D16@125 (B.F) D16@125 (B.F) D16@125 (B.F) D16@125 (B.F)
D20@125(B.F)
D20@125(B.F)
D20@125(B.F) D20@125(B.F) D20@125(B.F) D20@125(B.F)
D13@125 D13@125
D16@125 D16@125 D16@125 D16@125
D16@125 D16@125 D13@125 D16@125 D16@125

C.J WITH W.S C.J WITH W.S C.J WITH W.S
D13@125
D20@125 D20@125
D16@125 D16@125
D20@125 D16@125 D20@125 D16@125
SECTION B - B SECTION C - C
D13@125 D16@125
D16@125 (B.F)
D20@125 (B.F)
D20@125 (B.F)
D20@125
D16@125 (B.F) D16@125 (B.F)
D16@125 D16@125
D16@125 D16@125
D25@125 (B.F)
C.J WITH W.S D25@125 (B.F)
D13@125 D13@125
D20@125
D13@125
C.J WITH W.S C.J WITH W.S
D13@125
D16@125
D20@125 D16@125 D25@125 D20@125 (B.F) D25@125 D16@125 (B.F)
SECTION D - D SECTION E - E

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / FOREBAY REINFORCEMENT DETAILS
NOTES:
SPILL PIPE
36700
300
2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800
300
D13@125(B.F) D13@125(B.F)
D13@125(B.F)
3000
D13@125(B.F) D13@125(B.F)
A A
B
25000
SPILL SECTION
FLUSHING PIPE
PLAN
36400
300
2986 27348 6368
1760
300
D13@125(B.F)
D13@125(B.F)
D13@125(B.F)
D13@125(B.F) D13@125(B.F)
D13@125(B.F) FLUSHING PIPE
5900
300
D13@125(B.F) D13@125(B.F)
D13@125(B.F)
D13@125(B.F)
600
D13@125(B.F)
3100
D16@125 (B.F)
D13@125(B.F)
D13@125(B.F)
Ø1200
D13@125(B.F) D13@125(B.F)
300
D13@125(B.F) D13@125(B.F)
D13@125(B.F) D20@125(B.F) D13@125(B.F)

2800
D13@125(B.F)
SPILL PIPE
D13@125(B.F)
SECTION B-B SECTION A - A

SCALE 1:75 SCALE 1:125

ENERGY & POWER DEVELOPMENT TELCON-HEADS JV ACCESS TO CLEAN ENERGY PROGRAM / SPILL CHANNEL

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PAKHTUNKHWA ENERGY DEVELOPMENT ORGANIZATION (PEDO)

GOVERNMENT OF KHYBER PAKHTUNKHWA (KP)

440KW RIYAL HPP

SWAT PROVINCIAL BOUNDARY

KURRAM ORAK ZAI TAXILA

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

N 3817600 FLOW N 3817600

5-CONSTRUCTION JOINTS BAR SPACING IN BEAM

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

PROTECTION WALL WEIR (GABION WALL)

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

10000 10000 54000 1

1000 800 800 800

PCC G-21 BODY WIRE 2.3 11

2500 350 4600 300 2500 SECTION 2-2

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

200 1700 RCC G-28

1982 7818 2000

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

W.L SECTION B-B

W.L SCALE 1:40

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

CLAW COUPLING CLAW COUPLING

1500 1500 2800 5000

GATE TOP GATE TOP

GATE & HOIST ARRANGEMENTS R.C.C G-28 R.C.C G-28

R.C.C G-28 C.J WITH W.S

EL.616.10 FLOW EL.616.10 616.00

75mm THICK P.C.C

CUTOFF WALL 1865 2500

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CROSS SHAFT CROSS SHAFT

DETAIL "A" DETAIL "B" NOTES:

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

NSL GATE ARRANGEMENT

STONE MASONRY EL.615.47

CONNECTING CHANNEL HEADRACE CHANNEL

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

100mm PCC G-21

C.J WITH W.S BACKFILL

100mm PCC G-21

1500 2300 1000 6800 1000

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

D13@150 (B.F) D13@150 (B.F)

C.J WITH W.S

D13@150 (B.F) D13@150 (B.F) D13@150 (B.F)

D13@150 (B.F) C.J WITH W.S

D13@150 (B.F) D13@150 (B.F)

CLIENT MANAGEMENT CONSULTANT SUBMITTED BY PROJECT NAME REFERENCE SHEET CONTENT

100 mm PCC G-21

BACKFILL STONE MASONRY

100 mm PCC G-21 100 mm PCC G-21