Support to Improvement of Agricultural Value Chains in Herat (Havc) Project from the People of Japan United Nation Office for Project Services (Unops)

Home , Injil District

SUPPORT TO IMPROVEMENT OF AGRICULTURAL VALUE CHAINS IN HERAT (HAVC) PROJECT FROM THE PEOPLE OF JAPAN UNITED NATION OFFICE FOR PROJECT SERVICES (UNOPS)

PROJECT ID : 20431 LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE)

PLAN , PROFILE,CROSS SECTION , STRUCTURES AND TYPICAL DRAWINGS

CONTRACT No:

UNITED NATIONS OFFICE FOR PROJECT SERVICES HERAT, AFGHANISTAN

MAY 2018 NO. DESCRIPTION DATE SURVEYED BY KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL PROJECT NAME: LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 DESIGNED BY AHMAD RAZZAQ HAQJOY VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) FROM THE PEOPLE OF JAPAN DRAWING BY ABDUL QADER HOWAIDA CONTRACT NO: UNITED NATION OFFICE FOR PROJECT SERVICES (UNOPS) CHECKED BY BAZ MOHAMMAD SHERZAI DRAWING TITLE: LOCATION MAP ACCEPTED BY GoH APPROVED BY IPMG DATE : SCALE: DRAWING NO: BR-LM - 01 SHEET : 01 TABLE OF CONTENTS 1. GENERAL DRAWINGS

BR-CS COVER SHEET

BR-LM-01 LOCATION MAP

BR-TC-02 TABLE OF CONTENTS / DRAWINGS INDEX

BR-GN-03 GENERAL NOTES

BR-AB-04 ABBREVIATIONS AND LEGENDS

BR-TS-05 TYPICAL ROAD CROSS SECTIONS AND SPARE DUTS

BR-MAE-06 METHOD OF APPLYING SUPER ELEVATION TABLE

BR-GLE-07 GEOMETRIC LAYOUT ELEMENTS

BR-TID-08 TYPICAL INTERSECTION DETAILS

BR-RS-09 TYPICAL ROAD SIGNS AND INSTALLATION DETAILS

BR-RT-10 TYPICAL ROAD TRAFFIC MARKING

BR-SLP-11 TYPICAL STREET LIGHT POLE

BR-RPP-12 ROAD AND PEDESTRIAN PLAN

2. STRUCTURE LIST

BR-RSD-13 General Note

BR-RSD-14 RCC Side Ditch

BR-RSD-15 TYPICAL BOX CULVERT 1x1

3. PLAN & PROFILE DRAWINGS

BR-PP-16 PLAN+PROFILE STA 0+000 TO 0+500

BR-PP-17 PLAN+PROFILE STA 0+500 TO 1+000

BR-PP-18 PLAN+PROFILE STA 1+000 TO 1+500

BRPP-19 PLAN+PROFILE STA 1+500 TO 2+000

BR-PP-20 PLAN+PROFILE STA 2+000 TO 2+500 BR-PP-21 PLAN+PROFILE STA 2+500 TO 2+560

4. CROSS-SECTION

X-SECTIONS 22 to 58 ROAD CROSS SECTION FROM 0+000 TO 2+560

SPECIFICATION: GENERAL

1. ALL WORKS SHALL COMPLY WITH THE TECHNICAL SPECIFICATIONS OF THE PROJECT ROAD. 1. THE FOLLOWING REQUIREMENTS TOGETHER WITH THE PROJECT PLANS AND SPECIFICATIONS APPLY TO THE STRUCTURES IN THIS CONTRACT.

2. THE STRUCTURES IN THIS CONTRACT HAVE BEEN DESIGNED TO BE ADAPTED FOR CONSTRUCTION AT THE SITE LOCATIONS INDICATED ON THE DRAWINGS ONLY. DIMENSION: 3. IF SITE SPECIFIC CONDITIONS DONT HAVE PREVENT WITH THE INSTALLATION OF STRUCTURAL COMPONENTS AS SHOWN ON THE DRAWINGS, MODIFICATION OF DESIGN 1. ROAD CENTERLINE STATIONING IS EXPRESSED IN METERS. MUST BE PERFOMED BY THE DESIGN ENGINEER. 2. UNLESS OTHERWISE SPECIFIED, DIMENSIONS OF CULVERTS AND OTHER STRUCTURES ARE EXPRESSED IN MILLIMETERS.

3. ALL DIMENSIONS ARE EXPRESSED IN METRIC SYSTEM. 4. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METRES UNLESS OTHERWISE INDICATED.

STATIONING: 5. STATIONING OF STRUCTURES WAS RECKONED ALONG THE ROAD CENTERLINE AS SHOWN ON THE PLAN. THE EXACT LOCATIONS OF STRUCTURES SHALL BE 1. THE ROAD STATIONING AND ELEMENTS OF HORIZONTAL AND VERTICAL CURVES ARE RELATIVE TO THE CENTERLINE AS SHOWN ON THE PLANS AND PROFLE. DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

2. STATIONING OF STRUCTURES ALONG THE ROAD CENTERLINE AS SHOWN ON THE PLAN. THE PROPER CHAINAGES AND SIZE OF STRUCTURES CAN BE ADJUSTABLE AS PER SITE CONDITION WITH THE PRIOR APPROVAL OF ENGINEER. CUT AND EMBANKMENT OF ROAD SIDE

1. CUT AND FILL SHALL BE CONSIDERED AS PER TYPICAL ROAD SECTION , SUB GRADE PREPARATION SHALL BE CONSIDERED FOR CUTTING AREA NOT FOR FILLING.

HORIZONTAL AND VERTICAL ALIGNMENTS: 2. HARD CUTTING IS SHOWN IN THE TYPICAL ROAD SECTION AS WELL.

1. DETAILED HORIZONTAL AND VERTICAL ALIGNMENT DESIGN OF THE PROJECT ROAD ARE BASED ON GUIDELINES AND CRITERIA OF AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2001, 4TH EDITION AND MPW'S INTERIM ROAD AND HIGHWAY STANDARDS, 18TH MARCH, 2005.

ROAD CONNECTIONS AND PRIVATE ENTRANCES:

1. APPROACHES TO PRIVATE ACCESS AND ROAD INTERSECTIONS SHALL BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR IN SUCH MANNER AS TO ENSURE SMOOTH CONNECTION AND BEST QUALITY.

2. EXACT LOCATIONS OF INTERSECTING ROADS AND PRIVATE ACCESS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER.

3. CIVIL WORKS REQUIREMENT FOR INTERSECTING ROADS AND OTHER RELATED STRUCTURES SHALL FORM PART OF THE INTERSECTION WORK AS INDICATED ON STANDARD DRAWINGS.

4. INTERSECTING ROADS SHALL BE PROVIDED WITH CULVERTS AS INDICATED ON STANDARD DRAWINGS. INVERT ELEVATIONS SHALL BE ADJUSTED BY THE CONTRACTOR TO CONFORM TO THE EXISTING CANAL OR ROADWAY DITCH BOTTOM ELEVATION.

STRUCTURES:

1. THE PROPER CHAINAGES AND SIZE OF STRUCTURES CAN BE ADJUSTABLE AS PER SITE CONDITION WITH THE PRIOR APPROVAL OF ENGINEER.

3. ANY CHANGES WHICH CONTRACTOR WILL BE WILLING TO DO SHALL BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION

SUBGRADE IMPROVEMENT:

1. UNSUITABLE MATERIALS BELOW SUB-GRADE FORMATION LEVEL SHALL BE EXCAVATED TO A REQUIRED DEPTH AND WIDTH AS INDICATED IN THE TECHNICAL SPECIFICATIONS AND REPLACED WITH APPROVED MATERIALS.

30000

3000 1500 1000 2000 7000 1200 7000 2000 1000 1500 3000

Back ill

Concrete Curb (Type D,E) ( 180 ×300×600) 210

DESIGN SPEED (kph) MAXIMUM DESIGN EQUIVALENT CURVE RELATIVE SPEED MAXIMUM RADIUS GRADIENT RELATIVE (kph) % SLOPE 1 PLAN

LENGTH OF RUNOFF AND RUNOUT DETERMINATION

RUNOFF (wh)e R = D

enc RUNOUT = e R

WHERE MINIMUM LENGTH OF L R SUPERELEVATION RUNOFF,M

MAXIMUM RELATIVE GRADIENT D PERCENT

h NUMBER OF LANES ROTATED

w WIDTH OF TRAFFIC LANE,M 2 CASE 1-TRANSITION: STRAIGHT TO CIRCULAR CURVE

DESIGN SUPERELEVATION RATE e PERCENT

L MINIMUM LENGTH OF TANGENT L RUNOUT,M

enc NORMAL CROWN SLOPE,PERCENT

3 CASE 2-TRANSITION: CIRCULAR CURVE TO CIRCULAR CURVE

1 HORIZONTAL CURVE (CIRCULAR) 2 VERTICAL CURVE (CIRCULAR) 3 VERTICAL PARABOLIC CURVE

1 TYPICAL INTERSECTION DETAIL

3 TYPICAL RAMP DETAILS

DETAIL A

ф60 PIN ф20 1-4 1-15 2-5 3-1 3-16 3-17 3-23

STOP 40

HOLE ф25 200 DOUBLE BEND AHEAD PEDESTRIAN CROSSING STOP AND YIELD NO ENTRY NO RIGHT TURN NO LEFT TURN MAXIMUM SPEED LIMIT AHEAD TO PRIORITY ROAD ON ONE WAY

ф65mm 3-26 3-27 4-1 4-2 4-4 4-9 4-11

Nut & Bolt 750

NO STOPPING MANDATORY MANDATORY MANDATORY PASS BY ON RIGHT ROUND -ABOUT NO PARKING 50 DIRECTION OF DIRECTION OF DIRECTION OF TRAVEL TRAVEL TURN TRAVEL ALL TRAFFIC (RIGHT) MUST TURN RIGHT STEEL PIPE 5-15 5-9 P5-12 ф60 × 3mm × 3.0m 500 BUS STATION PARKING AREA HOLE ф25 ONE WAY STREET PIN (ф20) 750

STEEL TUBE CAST IN POST FOUNDATION

FOUNDATION 600×600×700 DETAIL B SIZE OF REGULATORY SIGNS CONCRETE Fc=18 N/mm2 Note: SIGN TYPE A B C D E F G Detail "B" a 750 750 600 900 750 750 2000 PIN (ф20) 1. All the dimensions are in mm unless otherwise specified.

b 750 800 900 750 750 500 700 2. The Contractor shall submit shop drawings to Detail "A" the Engineer for his approval prior to commencement a b b a b b of the relevant works. REMARKS 100 a a a b b a a 2-5 3-1,3-16,3-17,3-23 5-9 1-15 5-12 1-4 5-15 3-26,3-27,4-1,4-2,4-4 4-9,4-11 100 600 100 CRUSHER RUN

LAYOUT PLAN OF INTERSECTION ROAD MARKINGS

RM1 CENTER LINE (SOLID LINE, LINE WIDTH=100, WHITE) 6,000 3,000 6,000

RM2 CENTER LINE (BROKEN LINE, LINE WIDTH=100, WHITE) 6,000

RM3 LANE LINE (LINE WIDTH=100, WHITE) AT 4 LANE SECTION 3,000 RM4 SHOULDER LINE (LINE WIDTH=100, WHITE) 1,000 1,000 1,000 3m RM5 MEDIAN LINE (BROKEN LINE WIDTH=200, WHITE) 15m 30m 2m 4m

ARROWS STOP BAR Type A Type B Type C

750 300 1,300 2,050 2,050 2,050 30,000 1,000 1,000 1,200

3,000 300 7,500 7,500 1,300 600 Note: 4,450 1,000 1,000 1. All the Dimensions are in mm unless otherwise 1,200 1,450 specified. 150 150 150 300 2. The Contractor shall submit shop drawings to the 600 Engineer for his approval prior to commencement PEDESTRIAN CROSSING MARKING of the relevant works.

NO. DESCRIPTION DATE SURVEYED BY KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL PROJECT NAME: LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 DESIGNED BY AHMAD RAZZAQ HAQJOY VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) FROM THE PEOPLE OF JAPAN DRAWING BY ABDUL QADER HOWAIDA CONTRACT NO: UNITED NATION OFFICE FOR PROJECT SERVICES (UNOPS) CHECKED BY BAZ MOHAMMAD SHERZAI DRAWING TITLE: TYPICAL ROAD MARKING ACCEPTED BY GoH APPROVED BY IPMG DATE : SCALE: DRAWING NO: BR-TRM - 10 SHEET : 10 NO. DESCRIPTION DATE SURVEYED BY KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL PROJECT NAME: LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 DESIGNED BY AHMAD RAZZAQ HAQJOY VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) FROM THE PEOPLE OF JAPAN DRAWING BY ABDUL QADER HOWAIDA CONTRACT NO: UNITED NATION OFFICE FOR PROJECT SERVICES (UNOPS) CHECKED BY BAZ MOHAMMAD SHERZAI DRAWING TITLE: TYPICAL STREET LIGHT POLE ACCEPTED BY GoH APPROVED BY IPMG DATE : SCALE: DRAWING NO: BR-SLP - 11 SHEET : 11 NO. DESCRIPTION DATE SURVEYED BY KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL PROJECT NAME: LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 DESIGNED BY AHMAD RAZZAQ HAQJOY VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) FROM THE PEOPLE OF JAPAN DRAWING BY ABDUL QADER HOWAIDA CONTRACT NO: UNITED NATION OFFICE FOR PROJECT SERVICES (UNOPS) CHECKED BY BAZ MOHAMMAD SHERZAI DRAWING TITLE: ROAD AND PEDESTRIAN PLAN ACCEPTED BY GoH APPROVED BY IPMG DATE : SCALE: DRAWING NO: BR-RPP - 12 SHEET : 12 GENERAL REQUIREMENT FOR THE CONSTRUCTION OF STRUCTURES

1. CEMENT:

ORDINARY PORTLAND CEMENT

A. SETTING TIME:

INITIAL SETTING TIME: NOT LESS THAN 45 MINUTES FINAL SETTING TIME: NOT GREATER THAN 8 HOURS

B. STRENGTH:

COMPRESSING STRENGTH (STANDARD CUBE) 3 DAYS: 12.41 N/mm² (1800 psi) 7 DAYS: 19.30 N/mm² (2800 psi) 28 DAYS: 24.13 N/mm² (3500 psi)

2. REINFORCEMENT:

A. STRENGTH:

YIELD STRENGTH (fy) OF MILD STEEL DEFORMED BAR SHALL NOT BE LESS THAN AND 410 N/mm² (60000 psi) FOR ALL MEMBER AND THE STEEL SHOULD CONFORM ASTM-A615-40.0.

B. SPLICES IN REINFORCEMENT:

- SPLICES IN REINFORCEMENT IF NECESSARY SHALL BE MADE ONLY AS AUTHORIZED BY THE ENGINEER. - SPLICES IN REINFORCEMENT AT POINTS OF MAXIMUM STRESS IN SLABS, BEAMS AND GIRDERS SHOULD BE AVOIDED. - LAP LENGTH WILL BE: i ) FOR TENSION M.S DEFORMED BAR: - 40 BAR DIAMETER WITHOUT HOOKS - 30 BAR DIAMETER WITH STANDARD HOOKS ii ) FOR COMPRESSION M.S. DEFORMED BAR: - 24 BAR DIAMETER WITHOUT HOOKS 3. CONCRETE:

· FOR VERTICAL MEMBER, BASE SLAB, DECK SLAB, WING WALL RAIL POSTS AND HAND RAILS: 28 DAYS STANDARD CYLINDER CRUSHING STRENGTH: fc' = 28 N/mm² ( 4000 psi) ACCORDING TO MIX DESIGN.

4. MINIMUM CLEAR COVER TO MAIN REINFORCEMENT BAR:

· FOR REILPOST AND HAND RAIL -25 mm, ALL FACES · FOR SLAB: TOP BAR - 50 mm BOTTOM BAR - 50 mm EDGE -50 mm · FOR VERTICAL MEMBER, WING WALL: EARTH FACE -50 mm, WHEN FORM WORK IS USED. WATER FACE -50 mm · MEMBERS CAST AGAINST AND PERMANENTLY EXPOSED TO NON-SALINE WATER/SOIL :75 mm · MEMBERS PERMANENTLY EXPOSED TO SLAIN WATER / SOIL 100 mm

5. MIXER MACHINE AND VIBRATOR MUST BE USED IN ALL RCC CASTING. 6. WRITTEN DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED ONES. 7. CONSTRUCTION JOINTS IN ADDITION TO THE PLACES SHOWN IN THE DRAWING SHALL BE PROVIDED AS PER DIRECTION OF THE ENGINEER-IN- CHARGE.

A 3000 200 600

200 0.03 0.125 0.095 0.03 A D 12 Lower 0.095

200x150x300 In-Stue RCC @ 300mm interval Schedule of Reinforcement for Drainage 2-16φdowel(L=200mm) for each block 4 φ12mm @ 150 mm Side ditch Plan view No. Shape Dia mm 300 150 90 90 2 φ16mm @ 150 mm 1 750 750 16

3 φ12mm @ 150 mm 950 600 300 300 90 90 800 1 φ16mm @ 150 mm 2 740 740 16

200 200

200 3 100 950 100 12 50

4 452x10^4 12 100

200 600 200 100 1000 100 1200

SECTION A-A(Scale 1:20)

NOTES:

1. All dimensions are in "mm" unless otherwise specified 2. Concrete f'c=3500psi and Reinforcement fy=60000psi shall be used. 3. All masonry work should be pointed. 4. Angle and length of wing walls to be adjusted by the Engineer as per site conditions after consultation with the Design Engineer. 5. Concrete mix shall be proportioned by volume with a water/cement ratio of not more than 0.45. 6. Concrete with a slump value from 50mm to 75mm will be used only. 7. The Culvert Should be constructed with a fall of 2-4%

List of structures in Baharistan Road

Culvert Culvert Culvert Nos. Road Name Chainage Culvert Type Remarks Hieght Width Length

1 Baharistan 0+013 RCC Box Culvert 1.0 1.0 19.9

2 Baharistan 0+304 RCC Box Culvert 1.0 1.0 19.9

3 BaharistanBaharistan 0+604 RCC Box Culvert 1.0 1.0 19.9 4 Baharistan 0+707 RCC Box Culvert 1.0 1.0 19.9

5 Baharistan 0+8740+604 RCC Box Culvert 1.0 1.0 19.9 6 Baharistan 0+897 RCC Box Culvert 1.0 1.0 19.9 7 Baharistan 1+118 RCC Box Culvert 1.0 1.0 19.9 8 Baharistan 2+560 RCC Box Culvert 1.0 1.0 19.9

-4.00% -4.00%

-4.00% -8.00 -8.00 -8.00 CHECKED BY ACCEPTED BY DRAWING BY APPROVED BY SURVEYED BY DESIGNED BY 941.07 939.89 940.04

-2.50% -2.50%

-2.50% -4.00 -4.00 -4.00 941.11 939.86 940.02 TSP TECHNICAL TEAM ABDUL QADER HOWAIDA TSP TECHNICAL TEAM ENG. KHALID RAZZAQ HAQJOY GoH IPMG 0 0

941.11 940.09 0 940.00

-2.50% -2.50% -2.50% 4.00 4.00 4.00 941.13 939.49 939.98 8.00 8.00

8.00

-4.00% -4.00% 941.17 939.89 940.02 -4.00% 12.00 12.00 12.00 940.66 939.87 940.05 UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) SUPPORT TO IMPROVEMENT OF AGRICULTURAL VALUE CHAINS IN FROM THE PEOPLE OF JAPAN

HERAT (HAVC) PROJECT -12.00 -12.00 -12.00 940.06 940.16 939.65

-4.00% -4.00%

-4.00% -8.00 -8.00 -8.00 940.34 940.16 939.56

-2.50% -2.50%

-2.50% -4.00 -4.00 -4.00 DRAWING TITLE: CONTRACT NO: PROJECT NAME: DATE : JULY-2018 940.41 940.36 939.52 0 0 940.34 940.18 0 939.44 INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO 2+560 TYPICAL BOX CULVERT SIZE 1.0 X

SCALE: NTS

-2.50% -2.50% -2.50% 4.00 4.00 4.00 940.11 940.15 939.43 8.00 8.00

8.00

-4.00% -4.00% 940.29 940.25 939.51 -4.00% 12.00 12.00 12.00 940.37 940.05 939.66 DRAWING NO. BR-TC - 17 SHEET : 17 NO. DESCRIPTION DATE CHECKED BY ACCEPTED BY DRAWING BY APPROVED BY SURVEYED BY DESIGNED BY -16.00 940.95 -12.00 TSP TECHNICAL TEAM ABDUL QADER HOWAIDA TSP TECHNICAL TEAM ENG. KHALID RAZZAQ HAQJOY GoH IPMG 933.36 -12.00 941.07 -8.00 932.92 -8.00 941.12 -4.00

933.21 -2.50% -4.00 941.19 UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) 0 933.17 SUPPORT TO IMPROVEMENT OF AGRICULTURAL VALUE CHAINS IN 0 FROM THE PEOPLE OF JAPAN 941.23 4.00

HERAT (HAVC) PROJECT 933.18 4.00 941.27 8.00 933.20 8.00 941.33 12.00 933.36 DRAWING TITLE: CONTRACT NO: PROJECT NAME: DATE : JULY-2018 12.00 941.37 INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO 2+560 TYPICAL BOX CULVERT SIZE 1.0 X SCALE: NTS DRAWING NO. BR-TC - 18-1 SHEET : 18-1

BR-TC - 18-2 - BR-TC

IPMG APPROVED BY APPROVED 18-2 : SHEET DRAWING NO. DRAWING SCALE: NTS SCALE: DATE : JULY-2018 : DATE

GoH

ACCEPTED BY ACCEPTED

TYPICAL BOX CULVERT SIZE 1.0 X 1.0 1.0 X 1.0 SIZE CULVERT BOX TYPICAL DRAWING TITLE: DRAWING

UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) SERVICES PROJECTS FOR OFFICE NATION UNITED TSP TECHNICAL TEAM TECHNICAL TSP CHECKED BY CHECKED

CONTRACT NO: CONTRACT FROM THE PEOPLE OF JAPAN OF PEOPLE THE FROM ABDUL QADER HOWAIDA QADER ABDUL DRAWING BY DRAWING

HERAT (HAVC) PROJECT (HAVC) HERAT IN CHAINS VALUE

INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) (ASPHALT PROVINCE HERAT DISTRICT, INJIL TSP TECHNICAL TEAM TECHNICAL TSP DESIGNED BY DESIGNED

PROJECT NAME: PROJECT

DATE DESCRIPTION NO. LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 KM TO 0+000 KM FROM ROAD, BAHARISTAN OF CONSTRUCTION A: LOT SUPPORT TO IMPROVEMENT OF AGRICULTURAL OF IMPROVEMENT TO SUPPORT ENG. KHALID RAZZAQ HAQJOY RAZZAQ KHALID ENG. SURVEYED BY SURVEYED

SCALE: SCALE: 1:100

02 SECTION (A) SECTION

19900 4275 2000 2000 3439

4-Well Compacted Ground Compacted 4-Well

400

200

3-200 mm Compacted Sub Base Course Base Sub Compacted mm 3-200

200

2-75 mm Leveling Course (M17) Course Leveling mm 2-75

2-Well Compacted Ground Compacted 2-Well 1-200 mm thick R.C Base-slab (M28) Base-slab R.C thick mm 1-200

1000 1-300 mm BOLDER STONE BOLDER mm 1-300 1000 1000 600

600 1000

1000 hole Weep Weep hole Weep

1626

DOWN STREAM DOWN 1492 sealed be to Joint UP STREAM UP

899 4

780

SLOPE -4.00% SLOPE SLOPE -4.00% SLOPE

SLOPE -2.50% SLOPE

2-200mm thick R.C Slab(M28) R.C thick 2-200mm

Base Course Base

Binder Course Binder SCALE: SCALE: 1:100

450 450 Wearing Course Wearing

01 PLAN VIEW VIEW PLAN

10550

1200 7000 2000 2000 7000

4275 2000 2000 3439

350 350

ROADWAY

FLOOR APRON FLOOR FLOOR APRON FLOOR ROADWAY Median

APRON

FLEXIBLE FLEXIBLE C 635 635 2469

1986

4938 3970 Apron slab Apron slab

1000 1000 1400 7208 5938 4973 6242 2270

A 30° 1986

2469

D D CL 635

635

350 2000 7000 1200 7000 2000 350

2000 2000 3439 19900 4275 2-Road Pavements as per road design cross section 1-200mm thick R.C Slab(M28)

1500 ROAD FINISHED LEVEL ROAD FINISHED LEVEL 250

250 600 to 1626 1000

Construction Joint 1000 200 300 200 200 200 200

1900 1-200 mm thick R.C Base-slab (M28) 2-75 mm Leveling Course (M17) 1-200mm thick R.C.C Base-slab (M28) 2-75mm Leveling Course (M17) 3-200 mm Compacted Sub Base Course 3-200 mm Compacted Stone/gravel 4-Well Compacted Ground 4-Well Compacted Ground

01 SECTION (C) 02 SECTION (B) 03 SECTION DIMENSIONS 04 SECTION (D)

SCALE: 1:50 SCALE: 1:50 SCALE: 1:50 SCALE: 1:50

450 450

Ø12@150 C/C, ST16a Ø16@150 C/C, ST17 17

Ø16@150 C/C, ST17a 778 Ø16@150 C/C, ST16 900 16 Ø16@150 C/C, ST5 Ø12@150 C/C, ST6 5 6

Ø16@150 C/C, ST4 4 Ø 12 @ 200 C/C, ST14a Ø 12 @ 200 C/C, ST14 G K 14a 14 Ø 12 @ 200 C/C, ST15a Ø 12 @ 200 C/C, ST15 Ø16@150 C/C, ST1 Ø12@150 C/C, ST6 15a 15 Ø16@150 C/C, ST1T 1 6 1T

Ø 16 @ 150 C/C, ST10 Ø 12@ 200 C/C, ST13a Ø 12 @ 200 C/C, ST13 13a 13 10 Ø 12 @ 200 C/C, ST12a Ø 12 @ 200 C/C, ST12 Ø 12 @ 150 C/C, ST9 12a 12 9 Ø 12 @ 200 C/C, ST11a Ø 12 @ 200 C/C, ST11 Ø 16 @150 C/C, ST8 11a 11 8 APRON SLAB CULVERT LENGTH APRON SLAB

05 LONG- SECTION REINFORCEMENT

SCALE: 1:50

NO. DESCRIPTION DATE SURVEYED BY ENG. KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 PROJECT NAME: DESIGNED BY TSP TECHNICAL TEAM VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) DRAWING BY ABDUL QADER HOWAIDA FROM THE PEOPLE OF JAPAN CONTRACT NO: CHECKED BY TSP TECHNICAL TEAM UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) DRAWING TITLE: TYPICAL BOX CULVERT SIZE 1.0 X 1.0 ACCEPTED BY GoH APPROVED BY IPMG DATE : JULY-2018 SCALE: NTS DRAWING NO. BR-TC - 18-3 SHEET : 18-3 NO. 6 Ø12@150 C/C, ST6 03 1000 600 1T REINFORCEMENT DETAIL SCALE: Ø16@150 C/C, ST1T 200 5 DESCRIPTION Ø16@150 C/C, ST5 Ø16@150 C/C, ST3 4 Ø16@150 C/C, ST4 2 7 7 Ø16@150 C/C, ST1 Ø16@150 C/C, ST2 Ø16@150 C/C, ST7 Ø16@150 C/C, ST7 01 Ø12@150 C/C, ST6T 3 WING WALL REINFORCEMENT DETAIL Ø12@150 C/C, ST6 SCALE: 1 1:30 DATE 21 6 Ø16@150 C/C, 6 ST21 CHECKED BY ACCEPTED BY DRAWING BY APPROVED BY SURVEYED BY DESIGNED BY 1:30 4938 21 TSP TECHNICAL TEAM ABDUL QADER HOWAIDA TSP TECHNICAL TEAM ENG. KHALID RAZZAQ HAQJOY 19 GoH IPMG Ø16@150 C/C, ST21 Ø12@150 C/C, ST19 04

250 SCALE: Ø16@150 C/C, 14 REINFORCEMENT SECTION (D) 300 Ø12@150 C/C, ST14 ST20 250 22 2 - Ø12, ST22 2 - Ø12, ST22 Ø16@150 C/C, ST20 18 Ø12@150 C/C, ST18 15 19 20 Ø16@150 C/C, ST15 500 Ø12@150 C/C, Ø12@150 C/C, ST18 22 ST19 1:30 20 18 UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS)

SUPPORT TO IMPROVEMENT OF AGRICULTURAL SLAB VALUE CHAINS IN 06 E 17 16 FROM THE PEOPLE OF JAPAN Ø16@150 C/C, Ø12@150 C/C, SCALE: ST17 ST16 1626 REINFORCEMENT DETAIL (G)

HERAT (HAVC) PROJECT 200 550 450

250 900 200 1100 1626 1:30 02 H 21a 19a WING WALL REINFORCEMENT DETAIL Ø16@150 C/C, ST21a Ø12@150 C/C, ST19a SCALE:

200 05 14a Ø12@150 C/C, ST19a DRAWING TITLE: CONTRACT NO: PROJECT NAME: DATE : JULY-2018 300 Ø12@150 C/C, ST18a Ø12@150 C/C, ST14a SCALE: 250 REINFORCEMENT SECTION (D) 2 - Ø12, ST22a 2 - Ø12, ST22a Ø16@150 C/C, ST20a 15a Ø12@150 C/C, 1:30 Ø16@150 C/C, ST15a 500 ST18a INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO 2+560 TYPICAL BOX CULVERT SIZE 1.0 X SCALE: NTS 22a 19a 18a 22a 18a 3970 20a 21a Ø16@150 C/C, ST21a 1:30

06 1100 250 900 DRAWING NO. SCALE: 450 550 REINFORCEMENT DETAIL (K) Ø16@150 C/C, ST20a Ø12@150 C/C, Ø16@150 C/C, ST16a ST17a BR-TC - 18-4 16a 17a 200

SHEET : SLAB 1:30 1000 600 20a 18-4 NO. DESCRIPTION DATE SURVEYED BY ENG. KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL LOT A: CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 PROJECT NAME: DESIGNED BY TSP TECHNICAL TEAM VALUE CHAINS IN HERAT (HAVC) PROJECT INJIL DISTRICT, HERAT PROVINCE (ASPHALT SURFACE) DRAWING BY ABDUL QADER HOWAIDA FROM THE PEOPLE OF JAPAN CONTRACT NO: CHECKED BY TSP TECHNICAL TEAM UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) DRAWING TITLE: TYPICAL BOX CULVERT SIZE 1.0 X 1.0 ACCEPTED BY GoH APPROVED BY IPMG DATE : JULY-2018 SCALE: NTS DRAWING NO. BR-TC - 18-4 SHEET : 18-4 120 1160 120

1160 12 1136 12 CARRIAGEWAY SIDE 5 570 10 570 5 FOOT PATH SIDE CROSS BAR D10 20mm CHAMFER END PLATE PL-6x145 45 12 x 40 = 480 45 45 12 x 40 = 480 45 BASE PLATE PL-6x65 A 151 215 120 200

C 12 C MAIN BEAM PL-6x145 68

SUPPORTING ANGLE L-75x75x6 400 MIN.

MAIN BEAM PL-6X145 "a" ANTI-THEFT DEVICE B B

200 1000 200 1136 1000 1160 10 x 100 = 1000 200

SECTION A-A s = 1:10 ANTI-THEFT DEVICE HOOK A 570 45 12 X 40 = 480 45 70 CROSS BAR D10

68 MAIN BEAM PL-6x145

12 "b" 200 120 A 145 145

80 END PLATE PL-6x145 CROSS BAR D10 6 MAIN BEAM PL-6x145 190 780 190 BASE PLATE PL-6x65 SECTION B-B s = 1:10 SECTION C-C s = 1:10 GRATING COVER PLAN s = 1:10 NOTES: 1) SEE NOTES ON THE DRAWING "GRATING COVER DETAILS (3/3)"

SURVEYED BY ENG. KHALID RAZZAQ HAQJOY SUPPORT TO IMPROVEMENT OF AGRICULTURAL LOT A:CONSTRUCTION OF BAHARISTAN ROAD, FROM KM 0+000 TO KM 2+560 INJIL DISTRICT, NO. DESCRIPTION DATE PROJECT NAME: DESIGNED BY ENG.AHMAD RAZZAQ HAQJOY VALUE CHAINS IN HERAT (HAVC) PROJECT HERAT PROVINCE (ASPHALT SURFACE) DRAWN BY ENG . AHMAD RAZZAQ HAQJOY FROM THE PEOPLE OF JAPAN CONTRACT NO: CHECKED BY ENG. BAZ MOHAMMAD SHERZAI UNITED NATION OFFICE FOR PROJECTS SERVICES (UNOPS) CHECKED BY ENG. BAZ MOHAMMAD SHERZAI DRAWING TITLE: GRATING COVER FOR 1X1 BOX CULVERT ACCEPTED BY GoH DATE : MAY-2018 APPROVED BY IPMG DRAWING NO. BR-TCS-1/3 SHEET : 6/18 120 80 1000 80 120

120 62 10 x 100 = 1000 62 200 11 80

12 145 20 20 20

1124

MAIN BEAM PL-6 x 145 x 1124 145 1000

570 END PLATE PL-6 x 145 x 570 110 780 110 ANTI-THEFT DEVICE 80 HOOK B 65

570 70

80 BASE PLATE PL-6 x 65 X 570 200 120

ANTI-THEFT DEVICES PLAN s = 1:10

NOTES: 1) SEE NOTES ON THE DRAWING "GRATING COVER DETAILS (3/3)"

MEMBER MATERIAL SIZE UNIT WEIGHT LENGTH NOS. WEIGHT (kg/m) (m) (kg) 6 6 MAIN BEAM SM400 PL-6 x 145 6.830 1.124 15 x 2 230.3

145 6 SUPPORTING ANGLE L-75x75x6 6 END PLATE SM400 PL-6 x 145 6.830 0.570 2 x 2 15.6 MAIN BEAM PL-6x145 CROSS BARS SD295 D10 0.617 0.570 11 x 2 7.7

6 BASE PLATE SM400 PL-6 x 65 3.062 0.570 2 x 2 7.0 20 BASE PLATE PL-6x65 TOTAL 260.6 50 DETAIL "b" S = 1:5 100 ANTI-THEFT DEVICES BASE PLATE PL-6x65 UNIT WEIGHT LENGTH WEIGHT MEMBER MATERIAL SIZE NOS. CONCRETE ANCHOR M8 HOOK B D10 (kg/m) (m) (kg)

ANCHOR PLATE PL-6 MIN. 400 HOOK A SD295 D10 0.617 0.270 1 x 2 0.3 6 HOOK B SD295 D10 0.617 0.164 1 x 2 0.2 CABLE LOCK/CHAIN LOCK ANCHOR PLATE SM400 PL-6 x 100 4.710 0.130 1 x 2 1.2 CONCRETE ANCHOR - M8 - - 2 x 2 - 200 70 CABLE/CHAIN LOCK - - - - 1 x 2 - TOTAL 1.7 615 117 DETAIL PLAN "HOOK A" S = 1:5 6 MAIN BEAM PL-6x145 END PLATE PL-6X145 NOTES: 1) ALL DIMENSIONS SHOWN IN THE DRAWING ARE IN IMILIMETER (mm) UNLESS OTHERWISE NOTED. 20 2) MATERIALS (STEEL) SM400 SD295

80 TENSILE STRENGTH : 400 MPa 440 MPa YIELD STRESS : 245 MPa 295 MPa 3) CROSS BARS AND HOOKS SHALL BE OF DEFORMED BARS OR TWISTED BARS UNLESS OTHERWISE 20 APPROVED BY THE ENGINEER. 6 4) GRATING COVERS AND ANTI-THEFT DEVICES SHALL BE GALVANIZED WITH MINIMUM COATING HOOK A D10 12 65 THICHNESSOF 69μm or 500 g/m2. BASE PLATE PL-6x65 5) FOR DRAINAGE DITCH AND EMBEDDED SUPPORTING ANGLE FRAME, SEE RELEVANT DRAWINGS. 120 80 130 6) FABRICATION AND INSTALLATION OF GRATING COVERS AND ANTI-THEFT DEVICES SHALL CONFORM 65 65 TO THE SPECIFICATIONS FOR GRATING COVER. ANCHOR PLATE PL-6 DETAIL PLAN "HOOK B" S = 1:5 HOOK B D10 HOLE FOR CONCRETE ANCHOR HOOK B D10 6 30 CONCRETE ANCHOR M8 25 50 10 50 80 130 100 50 25

25 80 25 ANCHOR PLATE PL-6 MIN. 35

200 70 S = 1:5 6 ANCHOR PLATE DETAIL