Gomti Riverfront Development - Landscape_GFC Package by Vimal Paul

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT LUCKNOW

(FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK),

CLIENT

DEPARTMENT OF IRRIGATION & WATER RESOURCES, LUCKNOW, GOVT. OF UTTAR PRADESH STAGE

PROJECT NO.

13.09.2016

DATE OF ISSUE

CONSTRUCTION DRAWINGS - L.H.S. (GANDHI SETU TO GOMTI WEIR) FINAL SUBMISSION

DELD15027

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR)

Stage 3.1- Construction Design Drawing Schedule

Stage 3.1- Construction Design Drawing Schedule Sheet No.

GENERAL

GRD-ACM-LS-CD-DWG-000-00 GRD-ACM-LS-CD-DWG-010-01 GRD-ACM-LS-CD-DWG-010-02 GRD-ACM-LS-CD-DWG-020-01 GRD-ACM-LS-CD-DWG-020-02 GRD-ACM-LS-CD-DWG-030-01 GRD-ACM-LS-CD-DWG-040-01 GRD-ACM-LS-CD-DWG-060-01 GRD-ACM-LS-CD-DWG-070-01 GRD-ACM-LS-CD-DWG-090-01 GRD-ACM-LS-CD-DWG-090-02

Drawing Title

Cover Page Drawing Schedule (Sheet 1 of 2) Drawing Schedule (Sheet 2 of 2) Location Plan & Tile Layout Landscape Layout - Key Plan General Notes Legends and Abbreviations Lighting Schedule Furniture Schedule Tree & Palm Schedule Shrubs & Groundcovers Schedule

LEVELS AND GRADING - 110 SERIES

GRD-ACM-LS-CD-DWG-110-01 GRD-ACM-LS-CD-DWG-110-02 GRD-ACM-LS-CD-DWG-110-03 GRD-ACM-LS-CD-DWG-110-04 GRD-ACM-LS-CD-DWG-110-05

Levels & Grading Plan (Sheet 1 of 5) Levels & Grading Plan (Sheet 2 of 5) Levels & Grading Plan (Sheet 3 of 5) Levels & Grading Plan (Sheet 4 of 5) Levels & Grading Plan (Sheet 5 of 5)

Rev. 0

Rev. 1

26.04.2016 13.09.2016 13.09.2016 14.04.2016 18.04.2016 13.09.2016 13.09.2016 05.01.2016 13.09.2016 29.05.2016 13.09.2016

13.09.2016

10.12.2015 10.12.2015 10.12.2015 26.04.2016 26.04.2016

ISSUE DATE Rev. 2 Rev. 3

Contour Settingout Plan (Sheet 1 of 5) Contour Settingout Plan (Sheet 2 of 5) Contour Settingout Plan (Sheet 3 of 5) Contour Settingout Plan (Sheet 4 of 5) ZONE 2 Settingout Plan Bulk Earthworks (Sheet 5 of 5)

10.12.2015 10.12.2015 10.12.2015 18.12.2015 01.03.2016

GRD-ACM-LS-CD-DWG-130-01 GRD-ACM-LS-CD-DWG-130-02 GRD-ACM-LS-CD-DWG-130-03 GRD-ACM-LS-CD-DWG-130-04 GRD-ACM-LS-CD-DWG-130-05

Settingout Plan Pathway (Sheet 1 of 5) Settingout Plan Pathway (Sheet 2 of 5) Settingout Plan Pathway (Sheet 3 of 5) Settingout Plan Pathway (Sheet 4 of 5) Settingout Plan Pathway (Sheet 5 of 5)

10.12.2015 10.12.2015 10.12.2015 03.03.2016 03.03.2016

23.05.2016

20.07.2016

02.09.2016

23.12.2015 23.12.2015 23.12.2015 02.08.2016 02.08.2016

08.03.2016 02.08.2016 02.08.2016

13.04.2016

GRD-ACM-LS-CD-DWG-131-01 GRD-ACM-LS-CD-DWG-131-02

Settingout Plan Plaza Settingout Plan Plazas

13.04.2016 13.04.2016

GRD-ACM-LS-CD-DWG-140-01 GRD-ACM-LS-CD-DWG-140-02

Settingout Plan - D wall drains Settingout Plan - D wall railing

20.03.2016 22.03.2016

GRD-ACM-LS-CD-DWG-150-01 GRD-ACM-LS-CD-DWG-150-02 GRD-ACM-LS-CD-DWG-150-03 GRD-ACM-LS-CD-DWG-150-01 GRD-ACM-LS-CD-DWG-150-01

Settingout Plan (Swales) (Sheet 1 of 5) Settingout Plan (Swales) (Sheet 2 of 3) Settingout Plan (Swales) (Sheet 3 of 3) Settingout Plan (Swales) (Sheet 1 of 5) Settingout Plan (Swales) (Sheet 1 of 5)

GRD-ACM-LS-CD-DWG-160-01 GRD-ACM-LS-CD-DWG-160-02 GRD-ACM-LS-CD-DWG-160-03 GRD-ACM-LS-CD-DWG-160-04 GRD-ACM-LS-CD-DWG-160-05

Settingout Plan (MEP Sleeves) (Sheet 1 of 5) Settingout Plan (MEP Sleeves) (Sheet 2 of 5) Settingout Plan (MEP Sleeves) (Sheet 3 of 5) Settingout Plan (MEP Sleeves) (Sheet 4 of 5) Settingout Plan (MEP Sleeves) (Sheet 5 of 5)

FURNITURE & SIGNAGE PLANS- 210 SERIES

GRD-ACM-LS-CD-DWG-210-01 GRD-ACM-LS-CD-DWG-210-02 GRD-ACM-LS-CD-DWG-210-03 GRD-ACM-LS-CD-DWG-210-04 GRD-ACM-LS-CD-DWG-210-05

Furniture & Signage Plans (Sheet 1 of 5) Furniture & Signage Plans (Sheet 2 of 5) Furniture & Signage Plans (Sheet 3 of 5) Furniture & Signage Plans (Sheet 4 of 5) Furniture & Signage Plans (Sheet 5 of 5)

LIGHTING PLANS - 220 SERIES

31.03.2016 17.03.2016 17.03.2016 31.03.2016 31.03.2016

13.04.2016

Rev. 1

13.04.2016 04.03.2016

02.08.2016

GRD-ACM-LS-CD-DWG-310-01 GRD-ACM-LS-CD-DWG-311-01 GRD-ACM-LS-CD-DWG-311-02 GRD-ACM-LS-CD-DWG-312-01 GRD-ACM-LS-CD-DWG-312-02 GRD-ACM-LS-CD-DWG-312-01 GRD-ACM-LS-CD-DWG-312-02 GRD-ACM-LS-CD-DWG-312-11 GRD-ACM-LS-CD-DWG-312-12 GRD-ACM-LS-CD-DWG-312-21 GRD-ACM-LS-CD-DWG-312-22 GRD-ACM-LS-CD-DWG-313-01 GRD-ACM-LS-CD-DWG-313-02 GRD-ACM-LS-CD-DWG-313-11 GRD-ACM-LS-CD-DWG-313-12 GRD-ACM-LS-CD-DWG-314-01 GRD-ACM-LS-CD-DWG-314-02 GRD-ACM-LS-CD-DWG-314-03 GRD-ACM-LS-CD-DWG-316-01 GRD-ACM-LS-CD-DWG-316-02 GRD-ACM-LS-CD-DWG-316-03 GRD-ACM-LS-CD-DWG-316-04 GRD-ACM-LS-CD-DWG-316-05 GRD-ACM-LS-CD-DWG-316-06

Key Plan Levels & Grading Plan (Sheet 1 of 2) Levels & Grading Plan (Sheet 2 of 2) Settingout Plan - BoardWalk (Sheet 1 of 2) Settingout Plan - BoardWalk (Sheet 2 of 2) Settingout Plan - Retaining Walls (Sheet 1 of 2) Settingout Plan - Retaining Walls (Sheet 2 of 2) Settingout Plan - Furniture & Lighting Settingout Plan - Furniture & Lighting Settingout - Services Coordination (Sheet 1 of 2) Settingout - Services Coordination (Sheet 2 of 2) GA & Material Plan GA & Material Plan Lighting Plan Lighting Plan Sections Sections Details Typical Detail (Sheet 1 of 2) Typical Detail (Sheet 2 of 2) Terraced Walls, Typical Fall Modules - 1M Terraced Walls, Typical Fall Modules - 2M Terraced Walls, Typical Fall Modules - 3M Terraced Walls, Typical Fall Modules - 5M

31.03.2016 31.03.2016 31.03.2016 22.02.2016 22.02.2016 18.02.2016 18.02.2016 01.03.2016 01.03.2016 31.03.2016 31.03.2016 23.08.2016 23.08.2016 01.03.2016 01.03.2016 31.03.2016 14.04.2016 26.08.2016 08.03.2016 08.03.2016 13.04.2016 01.04.2016 01.04.2016 01.04.2016

11.04.2016 30.08.2016 30.08.2016

30.08.2016

01.03.2016 01.03.2016

31.03.2016 31.03.2016

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-230-01 GRD-ACM-LS-CD-DWG-230-02 GRD-ACM-LS-CD-DWG-230-03 GRD-ACM-LS-CD-DWG-230-04

Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis

18.12.2015 18.12.2015 18.12.2015 18.12.2015

GRD-ACM-LS-CD-DWG-230-13 GRD-ACM-LS-CD-DWG-230-14 GRD-ACM-LS-CD-DWG-230-15 GRD-ACM-LS-CD-DWG-230-16 GRD-ACM-LS-CD-DWG-230-17 GRD-ACM-LS-CD-DWG-230-18 GRD-ACM-LS-CD-DWG-230-19 GRD-ACM-LS-CD-DWG-230-20 GRD-ACM-LS-CD-DWG-230-21 GRD-ACM-LS-CD-DWG-230-22 GRD-ACM-LS-CD-DWG-230-23 GRD-ACM-LS-CD-DWG-230-24 GRD-ACM-LS-CD-DWG-230-25 GRD-ACM-LS-CD-DWG-230-26 GRD-ACM-LS-CD-DWG-230-27 GRD-ACM-LS-CD-DWG-230-28 GRD-ACM-LS-CD-DWG-230-29 GRD-ACM-LS-CD-DWG-230-30 GRD-ACM-LS-CD-DWG-230-31

Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections Landscape Site Sections

02.02.2016 02.02.2016 02.02.2016 02.02.2016 03.02.2016 05.02.2016 05.02.2016 05.02.2016 03.02.2016 03.02.2016 03.02.2016 03.02.2016 03.02.2016 03.02.2016 18.02.2016 18.02.2016 18.02.2016 18.02.2016 18.02.2016

Rev. 4

Rev. 5

GENERAL NOTE:

17.08.2016 17.08.2016 23.08.2016 23.08.2016

26.08.2016

29.08.2016 29.08.2016

02.04.2016 02.04.2016

15.04.2016

23.08.2016

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Area Detail 02 - Zone 2 Plaza GRD-ACM-LS-CD-DWG-320-01 GRD-ACM-LS-CD-DWG-320-02 GRD-ACM-LS-CD-DWG-321-01 GRD-ACM-LS-CD-DWG-321-02 GRD-ACM-LS-CD-DWG-322-01 GRD-ACM-LS-CD-DWG-322-02 GRD-ACM-LS-CD-DWG-322-11 GRD-ACM-LS-CD-DWG-322-12 GRD-ACM-LS-CD-DWG-322-21 GRD-ACM-LS-CD-DWG-322-22 GRD-ACM-LS-CD-DWG-322-31 GRD-ACM-LS-CD-DWG-322-32 GRD-ACM-LS-CD-DWG-322-41 GRD-ACM-LS-CD-DWG-322-42 GRD-ACM-LS-CD-DWG-322-51 GRD-ACM-LS-CD-DWG-322-52 GRD-ACM-LS-CD-DWG-323-01 GRD-ACM-LS-CD-DWG-323-02 GRD-ACM-LS-CD-DWG-325-01 GRD-ACM-LS-CD-DWG-325-02 GRD-ACM-LS-CD-DWG-325-03 GRD-ACM-LS-CD-DWG-325-04

Key Plan Key Plan Levels & Grading Plan Levels & Grading Plan Settingout Plan - Walls Settingout Plan - Walls Demolition Plan Demolition Plan Settingout Plan - Furniture & Signage Settingout Plan - Furniture & Signage Settingout Plan - Utilities Settingout Plan - Utilities Settingout Plan -Lighting Settingout Plan -Lighting Settingout Plan -slab cutout settingout plan Settingout Plan -slab cutout settingout plan GA, Furniture & Lighting Plan GA, Furniture & Lighting Plan Sections & Elevations Sections & Elevations Sections & Elevations Sections & Elevations R0 FIRST ISSUE

Area Detail 03 - Entry -1

02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

SECTIONS - 230 SERIES

13.09.2016

30.03.2016 30.03.2016

Lighting Plan (Sheet 1 of 5) Lighting Plan (Sheet 2 of 5) Lighting Plan (Sheet 3 of 5) Lighting Plan (Sheet 4 of 5) Lighting Plan (Sheet 5 of 5)

GRD-ACM-LS-CD-DWG-220-01 GRD-ACM-LS-CD-DWG-220-02 GRD-ACM-LS-CD-DWG-220-03 GRD-ACM-LS-CD-DWG-220-04 GRD-ACM-LS-CD-DWG-220-05

23.12.2015 23.12.2015

09.03.2016 09.03.2016

ISSUE DATE Rev. 2 Rev. 3

Rev. 0

TYPICAL AREA DETAILS - 310-380 SERIES

13.09.2016

01.04.2016 01.04.2016

Drawing Title

Rev. 5

Area Detail 01 - Wetland Area

SETTING OUT PLANS - 120-160 SERIES GRD-ACM-LS-CD-DWG-120-01 GRD-ACM-LS-CD-DWG-120-02 GRD-ACM-LS-CD-DWG-120-03 GRD-ACM-LS-CD-DWG-120-04 GRD-ACM-LS-CD-DWG-120-05

Sheet No. Rev. 4

GRD-ACM-LS-CD-DWG-330-01 GRD-ACM-LS-CD-DWG-330-11 GRD-ACM-LS-CD-DWG-330-21 GRD-ACM-LS-CD-DWG-330-22 GRD-ACM-LS-CD-DWG-330-23 GRD-ACM-LS-CD-DWG-330-24 GRD-ACM-LS-CD-DWG-330-31 GRD-ACM-LS-CD-DWG-330-41 GRD-ACM-LS-CD-DWG-330-51

Key Plan Levels & Grading Plan Setting out plan - Wall & Column Settingout Plan - Hardscape Setting out plan-Furniture & Signage Setting out plan-Utilities Plan GA & Material Plan Lighting Plan Landscape_Sections

REV. DESCRIPTION

07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016

TK 13.09.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

Area Detail 04 - Secondary Entry GRD-ACM-LS-CD-DWG-341-01 GRD-ACM-LS-CD-DWG-342-01 GRD-ACM-LS-CD-DWG-343-01 GRD-ACM-LS-CD-DWG-344-24 GRD-ACM-LS-CD-DWG-345-01

Levels & Grading Plan Settingout Plan - wall Setting out plan-GA & Material - Furniture & Signage Plan Setting out plan-MEP Sleeve Landscape_Sections

24.06.2016 16.06.2016 24.06.2016 17.06.2016 24.06.2016

Key Plan Levels & Grading Plan Settingout Plan - Wall Settingout Plan - Hardscape Settingout Plan - Furniture & Signage Settingout Plan - Services Lighting Plan GA, Furniture, SIgnage & Material Plan Sections & Elevations Typical Details Typical Details Typical Details

21.06.2016 17.06.2016 21.06.2016 22.06.2016 23.06.2016 22.06.2016 02.09.2016 23.06.2016 02.09.2016 14.06.2016 14.06.2016 14.06.2016

24.06.2016 01.07.2016 24.06.2016

Area Detail 05 - Boat Hire GRD-ACM-LS-CD-DWG-350-01 GRD-ACM-LS-CD-DWG-351-01 GRD-ACM-LS-CD-DWG-352-01 GRD-ACM-LS-CD-DWG-352-11 GRD-ACM-LS-CD-DWG-352-21 GRD-ACM-LS-CD-DWG-352-31 GRD-ACM-LS-CD-DWG-352-41 GRD-ACM-LS-CD-DWG-353-01 GRD-ACM-LS-CD-DWG-355-01 GRD-ACM-LS-CD-DWG-356-01 GRD-ACM-LS-CD-DWG-356-02 GRD-ACM-LS-CD-DWG-356-03

02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE DRAWING SCHEDULE (SHEET 1 OF 2)

SCALE

DATE

13.09.2016

NTS

DRWN. BY

CHKD. BY

TK BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-010-01

REV

R 0

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR)

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR) Stage 3.1- Construction Design Drawing Schedule

Stage 3.1- Construction Design Drawing Schedule Sheet No.

Drawing Title Rev. 0

Rev. 1

27.05.2016 01.06.2016 27.05.2016 02.06.2016 20.05.2016 20.05.2016

ISSUE DATE Rev. 2 Rev. 3

Area Detail 07 - Parking -A GRD-ACM-LS-CD-DWG-370-01 GRD-ACM-LS-CD-DWG-370-02 GRD-ACM-LS-CD-DWG-370-11 GRD-ACM-LS-CD-DWG-370-12 GRD-ACM-LS-CD-DWG-370-21 GRD-ACM-LS-CD-DWG-370-22 GRD-ACM-LS-CD-DWG-370-22

Key Plan (L1) Key Plan (L2) Levels & Grading Plan (L1) Levels & Grading Plan (L2) Setting out plan - Wall (L1) Setting out plan - Wall (L2) Setting out plan-Furniture & Signage

19.05.2016 27.05.2016 20.05.2016 23.05.2016 09.05.2016 09.05.2016 05.07.2016

GRD-ACM-LS-CD-DWG-370-24 GRD-ACM-LS-CD-DWG-370-25 GRD-ACM-LS-CD-DWG-370-26 GRD-ACM-LS-CD-DWG-370-28 GRD-ACM-LS-CD-DWG-370-31 GRD-ACM-LS-CD-DWG-370-32 GRD-ACM-LS-CD-DWG-370-41 GRD-ACM-LS-CD-DWG-370-51 GRD-ACM-LS-CD-DWG-370-52

Setting out plan-Utilities Plan (L1) Setting out plan-Utilities Plan (L2) Setting out plan Ventilator -Utilities Plan (L2) Setting out plan-Slab cutout GA & Material Plan (L1) GA & Material Plan (L2) Lighting Plan Landscape_Sections Landscape_Sections

01.06.2016 01.07.2016 04.07.2016 06.09.2016 01.07.2016 01.07.2016 06.09.2016 01.07.2016 01.07.2016

GRD-ACM-LS-CD-DWG-371-01 GRD-ACM-LS-CD-DWG-371-11 GRD-ACM-LS-CD-DWG-371-21 GRD-ACM-LS-CD-DWG-371-23 GRD-ACM-LS-CD-DWG-371-24

Key Plan Levels & Grading Plan Setting out plan - Wall Setting out plan-Soil Fill Plan Setting out plan-Utilities Plan

28.04.2016 02.05.2016 28.04.2016 28.04.2016 09.05.2016

GRD-ACM-LS-CD-DWG-371-28

Setting out plan-Slab cutout

06.09.2016

01.06.2016 26.08.2016 01.06.2016 26.08.2016 27.05.2016 27.05.2016

GA & Material Plan Lighting Plan Landscape_Sections Landscape_Sections Landscape_Sections

24.06.2016 06.09.2016 24.06.2016 24.06.2016 24.06.2016

GRD-ACM-LS-CD-DWG-372-01 GRD-ACM-LS-CD-DWG-372-11 GRD-ACM-LS-CD-DWG-372-21 GRD-ACM-LS-CD-DWG-372-22 GRD-ACM-LS-CD-DWG-372-24

Key Plan Levels & Grading Plan Setting out plan - Wall Setting out plan-Furniture & Signage Setting out plan-Utilities Plan

03.05.2016 03.05.2016 03.05.2016 05.07.2016 03.06.2016

GRD-ACM-LS-CD-DWG-372-28 GRD-ACM-LS-CD-DWG-372-31 GRD-ACM-LS-CD-DWG-372-41 GRD-ACM-LS-CD-DWG-372-51 GRD-ACM-LS-CD-DWG-372-52

Setting out plan-Slab cutout GA & Material Plan Lighting Plan Landscape_Sections Landscape_Sections

06.09.2016 24.06.2016 06.09.2016 24.06.2016 24.06.2016

GRD-ACM-LS-CD-DWG-400-01 GRD-ACM-LS-CD-DWG-400-02 GRD-ACM-LS-CD-DWG-400-03 GRD-ACM-LS-CD-DWG-400-04

Typical Kerb & Edge Details (Sheet 1 of 4) Typical Kerb & Edge Details (Sheet 2 of 4) Typical Kerb & Edge Details (Sheet 3 of 4) Typical Kerb & Edge Details (Sheet 4 of 4)

28.06.2016

21.07.2016

26.08.2016

01.06.2016 01.06.2016

04.07.2016 21.07.2016

25.08.2016

GRD-ACM-LS-CD-DWG-450-01 GRD-ACM-LS-CD-DWG-450-02 GRD-ACM-LS-CD-DWG-450-11 GRD-ACM-LS-CD-DWG-450-12

09.09.2016 26.08.2016 26.08.2016 21.07.2016 21.07.2016

26.08.2016

02.05.2016 18.05.2016 02.05.2016

13.05.2016 23.08.2016 13.05.2016

13.09.2016 09.03.2016 13.09.2016 13.09.2016 09.03.2016 09.03.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-410-21 GRD-ACM-LS-CD-DWG-410-22

Pathway Joint Detail (Sheet 1 of 2) Pathway Joint Detail (Sheet 2 of 2)

26.02.2016 26.02.2016

GRD-ACM-LS-CD-DWG-410-31

Paving Interface Detail

13.09.2016

WALL DETAILS- 420 SERIES

GRD-ACM-LS-CD-DWG-420-01 GRD-ACM-LS-CD-DWG-420-02 GRD-ACM-LS-CD-DWG-420-03 GRD-ACM-LS-CD-DWG-420-04 GRD-ACM-LS-CD-DWG-420-05

Typical D-Wall Coping Detail Typical D-Wall Detail With Drains Along Pathways Typical D-Wall Detail With Drains Along Planting Areas Typical Coping Details (Sheet 1 of 2) Typical Coping Details (Sheet 2 of 2)

STEPS & RAMPS DETAILS- 430 SERIES

GRD-ACM-LS-CD-DWG-430-01 GRD-ACM-LS-CD-DWG-430-02

Typical Step Details (Sheet 1 of 2) Typical Step Details (Sheet 2 of 2)

21.03.2016 09.03.2016 09.03.2016 13.09.2016 13.09.2016

13.09.2016 13.09.2016

18.05.2016 18.05.2016

13.05.2016

01.07.2016 21.07.2016 23.08.2016

Typical Drain Details (Sheet 1 of 2) Typical Drain Details (Sheet 2 of 2) Typical Rain Garden detail (Sheet 1 of 2) Typical Rain Garden detail (Sheet 2 of 2) Typical sub-soil drain detail Drainage Details Typical Swale Detail

23.08.2016

Typical Railing - R1 Typical Railing - R1 R2 - Railing Type 2 (Sheet 1 of 2) R2 - Railing Type 2 (Sheet 2 of 2)

13.09.2016 13.09.2016 02.08.2016 02.08.2016 02.08.2016 30.03.2016

GRD-ACM-LS-CD-DWG-450-21

R3 - Railing Type 3

13.09.2016

R4 - Railing Type 4

13.09.2016

GRD-ACM-LS-CD-DWG-450-41

R5 - Railing Type 5 (Sheet 1 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-42

R5 - Railing Type 5 (Sheet 2 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-51

R6 - Railing Type 6 (Sheet 1 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-52

R6 - Railing Type 6 (Sheet 2 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-451-01

F1.1- Bench Type 1

13.09.2016

GRD-ACM-LS-CD-DWG-451-11

F1.2- Bench Type 2

13.09.2016

GRD-ACM-LS-CD-DWG-451-21

F1.3- Bench Type 3

13.09.2016

GRD-ACM-LS-CD-DWG-451-31

F1.4- Bench Type 4

13.09.2016

GRD-ACM-LS-CD-DWG-451-41

F1.5- Bench Type 6

13.09.2016

GRD-ACM-LS-CD-DWG-452-01

F3.1- Tree Grates Type 1 & 2

13.09.2016

GRD-ACM-LS-CD-DWG-454-01

F5.1 & F5.2- Bollards

13.09.2016

GRD-ACM-LS-CD-DWG-458-01

F11.1- Car wheel stopper

13.09.2016

24.05.2016 24.05.2016 24.05.2016 21.07.2016 05.08.2016

12.08.2016 20.07.2016 04.07.2016 12.08.2016

07.07.2016

12.08.2016

21.07.2016 21.07.2016

12.08.2016 12.08.2016

GRD-ACM-LS-CD-DWG-460-01 GRD-ACM-LS-CD-DWG-461-01 GRD-ACM-LS-CD-DWG-462-01 GRD-ACM-LS-CD-DWG-463-01 GRD-ACM-LS-CD-DWG-464-01 GRD-ACM-LS-CD-DWG-465-02 GRD-ACM-LS-CD-DWG-466-01 GRD-ACM-LS-CD-DWG-467-01

S1.2 Gateway Signage - Pedestrian Entry S2.1 Directional Totem S3.1 Parking Signage & S3.4 Secondry Pedestrain Entry Signage S3.2 Entry Drop-off Signage S4.1 Interpretative Signage S5.1 Interpretative Plaque S6.1 Identification mounted Signage S8.1 Paint Marking

LIGHTING DETAILS- 470 SERIES

GRD-ACM-LS-CD-DWG-470-01 GRD-ACM-LS-CD-DWG-470-02 GRD-ACM-LS-CD-DWG-470-03

Typical Light Fixing Detail (Sheet 1 of 3) Typical Light Fixing Detail (Sheet 2 of 3) Typical Light Fixing Detail (Sheet 3 of 3)

MISCELLANEOUS DETAILS- 490 DETAILS

ISSUE DATE Rev. 2 Rev. 3

Rev. 4

Rev. 5

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

29.02.2016 29.02.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-450-31

SIGNAGE DETAILS- 460 SERIES

23.08.2016 23.08.2016

PAVING DETAILS- 410 SERIES Paving Type P7 & P9 P1 Pedestrian walkway Paving Type P5 (Sheet 1 of 2) Paving Type P5 (Sheet 2 of 2) Paving Type P4 Paving Type P6 Paving Type P2 Paving Type P8 Paving Type P10 Paving Type P11 Paving Type P12 Paving Type P14 Paving Type P16 & P17 Paving Type P18 & P19 Paving Type P20

GRD-ACM-LS-CD-DWG-440-01 GRD-ACM-LS-CD-DWG-440-02 GRD-ACM-LS-CD-DWG-441-01 GRD-ACM-LS-CD-DWG-441-02 GRD-ACM-LS-CD-DWG-442-01 GRD-ACM-LS-CD-DWG-443-01

Rev. 1

FURNITURE & FIXTURES- 450 SERIES

13.09.2016 13.09.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-410-01 GRD-ACM-LS-CD-DWG-410-02 GRD-ACM-LS-CD-DWG-410-03 GRD-ACM-LS-CD-DWG-410-04 GRD-ACM-LS-CD-DWG-410-05 GRD-ACM-LS-CD-DWG-410-06 GRD-ACM-LS-CD-DWG-410-08 GRD-ACM-LS-CD-DWG-410-09 GRD-ACM-LS-CD-DWG-410-10 GRD-ACM-LS-CD-DWG-410-11 GRD-ACM-LS-CD-DWG-410-12 GRD-ACM-LS-CD-DWG-410-13 GRD-ACM-LS-CD-DWG-410-14 GRD-ACM-LS-CD-DWG-410-15 GRD-ACM-LS-CD-DWG-410-16

Rev. 0

DRAINAGE DETAILS- 440 SERIES

26.08.2016

Area Detail 07 - Parking -C

KERBS & EDGES DETAILS- 400 SERIES

Drawing Title

Rev. 5

26.08.2016

Area Detail 07 - Parking -B

GRD-ACM-LS-CD-DWG-371-31 GRD-ACM-LS-CD-DWG-371-41 GRD-ACM-LS-CD-DWG-371-51 GRD-ACM-LS-CD-DWG-371-52 GRD-ACM-LS-CD-DWG-371-53

Sheet No.

Rev. 4

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

02.09.2016 02.09.2016 02.09.2016

GRD-ACM-LS-CD-DWG-490-01 GRD-ACM-LS-CD-DWG-490-02 GRD-ACM-LS-CD-DWG-490-11 GRD-ACM-LS-CD-DWG-490-12 GRD-ACM-LS-CD-DWG-490-21 GRD-ACM-LS-CD-DWG-490-22 GRD-ACM-LS-CD-DWG-490-23 GRD-ACM-LS-CD-DWG-490-24 GRD-ACM-LS-CD-DWG-490-25 GRD-ACM-LS-CD-DWG-490-26 GRD-ACM-LS-CD-DWG-490-27

Plaza 1 Plans Plaza 1 Sections Plaza 2 Plans Plaza 2 Sections Plaza 3 Key Plan Plaza 3 Levels & Grading Plan Plaza 3 Setting out plan Hardscape Plaza 3 Setting out plan Furniture & Signage Plaza 3 GA, Material & Lighting Plan Plaza 3 Section Plaza 3 Details

18.04.2016 18.04.2016 18.04.2016 18.04.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

GRD-ACM-LS-CD-DWG-490-31

Plaza 5 Details

13.09.2016

GRD-ACM-LS-CD-DWG-491-01 GRD-ACM-LS-CD-DWG-491-02 GRD-ACM-LS-CD-DWG-491-03 GRD-ACM-LS-CD-DWG-491-04 GRD-ACM-LS-CD-DWG-491-05 GRD-ACM-LS-CD-DWG-491-06 GRD-ACM-LS-CD-DWG-491-11 GRD-ACM-LS-CD-DWG-491-12 GRD-ACM-LS-CD-DWG-491-13 GRD-ACM-LS-CD-DWG-491-14 GRD-ACM-LS-CD-DWG-491-15 GRD-ACM-LS-CD-DWG-491-16

Deck 2 & Boat Hire- Key Plan 07.09.2016 Deck 2 & Boat Hire- Levels & Grading Plan 07.09.2016 Deck 2 & Boat Hire- Setting Out Plan 07.09.2016 Deck 2 & Boat Hire- GA, Furniture, Signage, Material & Lighting Plan 07.09.2016 Deck 2 & Boat Hire- Sections 07.09.2016 Deck 2 & Boat Hire- Sections 07.09.2016 Deck 3- Key Plan 07.09.2016 Deck 3- Levels & Grading Plan 07.09.2016 Deck 3- Setting Out Plan 07.09.2016 Deck 3- GA, Furniture, Signage, Material & Lighting Plan 07.09.2016 Deck 3- Sections 07.09.2016 Deck 3- Sections 07.09.2016

R0 FIRST ISSUE

REV. DESCRIPTION

TK 13.09.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

TREE PLANTING- 500 SERIES

21.03.2016 21.03.2016

GRD-ACM-LS-CD-DWG-500-01 GRD-ACM-LS-CD-DWG-500-02 GRD-ACM-LS-CD-DWG-500-03 GRD-ACM-LS-CD-DWG-500-04 GRD-ACM-LS-CD-DWG-500-05

Tree Planting Plan (Sheet 1 of 5) Tree Planting Plan (Sheet 2 of 5) Tree Planting Plan (Sheet 3 of 5) Tree Planting Plan (Sheet 4 of 5) Tree Planting Plan (Sheet 5 of 5)

SHRUB PLANTING- 510 SERIES

GRD-ACM-LS-CD-DWG-510-01 GRD-ACM-LS-CD-DWG-510-02 GRD-ACM-LS-CD-DWG-510-03 GRD-ACM-LS-CD-DWG-510-04 GRD-ACM-LS-CD-DWG-510-05

Shrub & Groundcover Planting Plan (Sheet 1 of 5) Shrub & Groundcover Planting Plan (Sheet 2 of 5) Shrub & Groundcover Planting Plan (Sheet 3 of 5) Shrub & Groundcover Planting Plan (Sheet 4 of 5) Shrub & Groundcover Planting Plan (Sheet 5 of 5)

PLANTING DETAILS- 540 SERIES

GRD-ACM-LS-CD-DWG-540-01 GRD-ACM-LS-CD-DWG-540-02

Planting details (Sheet 1 of 2) Planting details (Sheet 2 of 2)

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME 19.05.2016 19.05.2016 19.05.2016 20.08.2016 20.08.2016

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

20.08.2016 20.08.2016 20.08.2016

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE DRAWING SCHEDULE (SHEET 2 OF 2)

13.09.2016 13.09.2016 SCALE

DATE

13.09.2016

NTS

DRWN. BY

CHKD. BY

TK BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-010-02

REV

R 0

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR)

Stage 3.1- Construction Design Drawing Schedule

Stage 3.1- Construction Design Drawing Schedule Sheet No.

GENERAL

Drawing Title

LEVELS AND GRADING - 110 SERIES

GRD-ACM-LS-CD-DWG-110-01 GRD-ACM-LS-CD-DWG-110-02 GRD-ACM-LS-CD-DWG-110-03 GRD-ACM-LS-CD-DWG-110-04 GRD-ACM-LS-CD-DWG-110-05

Levels & Grading Plan (Sheet 1 of 5) Levels & Grading Plan (Sheet 2 of 5) Levels & Grading Plan (Sheet 3 of 5) Levels & Grading Plan (Sheet 4 of 5) Levels & Grading Plan (Sheet 5 of 5)

Rev. 0

Rev. 1

26.04.2016 13.09.2016 13.09.2016 14.04.2016 18.04.2016 13.09.2016 13.09.2016 05.01.2016 13.09.2016 29.05.2016 13.09.2016

13.09.2016

10.12.2015 10.12.2015 10.12.2015 26.04.2016 26.04.2016

ISSUE DATE Rev. 2 Rev. 3

10.12.2015 10.12.2015 10.12.2015 18.12.2015 01.03.2016

GRD-ACM-LS-CD-DWG-130-01 GRD-ACM-LS-CD-DWG-130-02 GRD-ACM-LS-CD-DWG-130-03 GRD-ACM-LS-CD-DWG-130-04 GRD-ACM-LS-CD-DWG-130-05

Settingout Plan Pathway (Sheet 1 of 5) Settingout Plan Pathway (Sheet 2 of 5) Settingout Plan Pathway (Sheet 3 of 5) Settingout Plan Pathway (Sheet 4 of 5) Settingout Plan Pathway (Sheet 5 of 5)

10.12.2015 10.12.2015 10.12.2015 03.03.2016 03.03.2016

23.05.2016

20.07.2016

02.09.2016

23.12.2015 23.12.2015 23.12.2015 02.08.2016 02.08.2016

08.03.2016 02.08.2016 02.08.2016

13.04.2016

GRD-ACM-LS-CD-DWG-131-01 GRD-ACM-LS-CD-DWG-131-02

Settingout Plan Plaza Settingout Plan Plazas

13.04.2016 13.04.2016

GRD-ACM-LS-CD-DWG-140-01 GRD-ACM-LS-CD-DWG-140-02

Settingout Plan - D wall drains Settingout Plan - D wall railing

20.03.2016 22.03.2016

GRD-ACM-LS-CD-DWG-150-01 GRD-ACM-LS-CD-DWG-150-02 GRD-ACM-LS-CD-DWG-150-03 GRD-ACM-LS-CD-DWG-150-01 GRD-ACM-LS-CD-DWG-150-01

Settingout Plan (Swales) (Sheet 1 of 5) Settingout Plan (Swales) (Sheet 2 of 3) Settingout Plan (Swales) (Sheet 3 of 3) Settingout Plan (Swales) (Sheet 1 of 5) Settingout Plan (Swales) (Sheet 1 of 5)

GRD-ACM-LS-CD-DWG-160-01 GRD-ACM-LS-CD-DWG-160-02 GRD-ACM-LS-CD-DWG-160-03 GRD-ACM-LS-CD-DWG-160-04 GRD-ACM-LS-CD-DWG-160-05

FURNITURE & SIGNAGE PLANS- 210 SERIES

GRD-ACM-LS-CD-DWG-210-01 GRD-ACM-LS-CD-DWG-210-02 GRD-ACM-LS-CD-DWG-210-03 GRD-ACM-LS-CD-DWG-210-04 GRD-ACM-LS-CD-DWG-210-05

LIGHTING PLANS - 220 SERIES

31.03.2016 17.03.2016 17.03.2016 31.03.2016 31.03.2016

13.04.2016

Rev. 1

13.04.2016 04.03.2016

02.08.2016

11.04.2016 30.08.2016 30.08.2016

30.08.2016

01.03.2016 01.03.2016

31.03.2016 31.03.2016

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-230-01 GRD-ACM-LS-CD-DWG-230-02 GRD-ACM-LS-CD-DWG-230-03 GRD-ACM-LS-CD-DWG-230-04

Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis Landscape Site Sections for cut and fill analysis

18.12.2015 18.12.2015 18.12.2015 18.12.2015

Rev. 4

Rev. 5

GENERAL NOTE:

17.08.2016 17.08.2016 23.08.2016 23.08.2016

26.08.2016

29.08.2016 29.08.2016

02.04.2016 02.04.2016

15.04.2016

23.08.2016

Area Detail 03 - Entry -1

02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

SECTIONS - 230 SERIES

13.09.2016

30.03.2016 30.03.2016

Lighting Plan (Sheet 1 of 5) Lighting Plan (Sheet 2 of 5) Lighting Plan (Sheet 3 of 5) Lighting Plan (Sheet 4 of 5) Lighting Plan (Sheet 5 of 5)

GRD-ACM-LS-CD-DWG-220-01 GRD-ACM-LS-CD-DWG-220-02 GRD-ACM-LS-CD-DWG-220-03 GRD-ACM-LS-CD-DWG-220-04 GRD-ACM-LS-CD-DWG-220-05

23.12.2015 23.12.2015

09.03.2016 09.03.2016

ISSUE DATE Rev. 2 Rev. 3

Rev. 0

TYPICAL AREA DETAILS - 310-380 SERIES

13.09.2016

01.04.2016 01.04.2016

Drawing Title

Rev. 5

Area Detail 01 - Wetland Area

SETTING OUT PLANS - 120-160 SERIES GRD-ACM-LS-CD-DWG-120-01 GRD-ACM-LS-CD-DWG-120-02 GRD-ACM-LS-CD-DWG-120-03 GRD-ACM-LS-CD-DWG-120-04 GRD-ACM-LS-CD-DWG-120-05

Sheet No. Rev. 4

REV. DESCRIPTION

07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016 07.09.2016

TK 13.09.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

Area Detail 04 - Secondary Entry GRD-ACM-LS-CD-DWG-341-01 GRD-ACM-LS-CD-DWG-342-01 GRD-ACM-LS-CD-DWG-343-01 GRD-ACM-LS-CD-DWG-344-24 GRD-ACM-LS-CD-DWG-345-01

Levels & Grading Plan Settingout Plan - wall Setting out plan-GA & Material - Furniture & Signage Plan Setting out plan-MEP Sleeve Landscape_Sections

24.06.2016 16.06.2016 24.06.2016 17.06.2016 24.06.2016

21.06.2016 17.06.2016 21.06.2016 22.06.2016 23.06.2016 22.06.2016 02.09.2016 23.06.2016 02.09.2016 14.06.2016 14.06.2016 14.06.2016

24.06.2016 01.07.2016 24.06.2016

02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE DRAWING SCHEDULE (SHEET 1 OF 2)

SCALE

DATE

13.09.2016

NTS

DRWN. BY

CHKD. BY

TK BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-010-01

REV

R 0

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR)

Gomti Riverfront Development L.H.S. (GANDHI SETU TO GOMTI WEIR) Stage 3.1- Construction Design Drawing Schedule

Stage 3.1- Construction Design Drawing Schedule Sheet No.

Drawing Title Rev. 0

Rev. 1

27.05.2016 01.06.2016 27.05.2016 02.06.2016 20.05.2016 20.05.2016

ISSUE DATE Rev. 2 Rev. 3

Key Plan (L1) Key Plan (L2) Levels & Grading Plan (L1) Levels & Grading Plan (L2) Setting out plan - Wall (L1) Setting out plan - Wall (L2) Setting out plan-Furniture & Signage

19.05.2016 27.05.2016 20.05.2016 23.05.2016 09.05.2016 09.05.2016 05.07.2016

01.06.2016 01.07.2016 04.07.2016 06.09.2016 01.07.2016 01.07.2016 06.09.2016 01.07.2016 01.07.2016

GRD-ACM-LS-CD-DWG-371-01 GRD-ACM-LS-CD-DWG-371-11 GRD-ACM-LS-CD-DWG-371-21 GRD-ACM-LS-CD-DWG-371-23 GRD-ACM-LS-CD-DWG-371-24

Key Plan Levels & Grading Plan Setting out plan - Wall Setting out plan-Soil Fill Plan Setting out plan-Utilities Plan

28.04.2016 02.05.2016 28.04.2016 28.04.2016 09.05.2016

GRD-ACM-LS-CD-DWG-371-28

Setting out plan-Slab cutout

06.09.2016

01.06.2016 26.08.2016 01.06.2016 26.08.2016 27.05.2016 27.05.2016

GA & Material Plan Lighting Plan Landscape_Sections Landscape_Sections Landscape_Sections

24.06.2016 06.09.2016 24.06.2016 24.06.2016 24.06.2016

GRD-ACM-LS-CD-DWG-372-01 GRD-ACM-LS-CD-DWG-372-11 GRD-ACM-LS-CD-DWG-372-21 GRD-ACM-LS-CD-DWG-372-22 GRD-ACM-LS-CD-DWG-372-24

Key Plan Levels & Grading Plan Setting out plan - Wall Setting out plan-Furniture & Signage Setting out plan-Utilities Plan

03.05.2016 03.05.2016 03.05.2016 05.07.2016 03.06.2016

GRD-ACM-LS-CD-DWG-372-28 GRD-ACM-LS-CD-DWG-372-31 GRD-ACM-LS-CD-DWG-372-41 GRD-ACM-LS-CD-DWG-372-51 GRD-ACM-LS-CD-DWG-372-52

Setting out plan-Slab cutout GA & Material Plan Lighting Plan Landscape_Sections Landscape_Sections

06.09.2016 24.06.2016 06.09.2016 24.06.2016 24.06.2016

GRD-ACM-LS-CD-DWG-400-01 GRD-ACM-LS-CD-DWG-400-02 GRD-ACM-LS-CD-DWG-400-03 GRD-ACM-LS-CD-DWG-400-04

Typical Kerb & Edge Details (Sheet 1 of 4) Typical Kerb & Edge Details (Sheet 2 of 4) Typical Kerb & Edge Details (Sheet 3 of 4) Typical Kerb & Edge Details (Sheet 4 of 4)

28.06.2016

21.07.2016

26.08.2016

01.06.2016 01.06.2016

04.07.2016 21.07.2016

25.08.2016

GRD-ACM-LS-CD-DWG-450-01 GRD-ACM-LS-CD-DWG-450-02 GRD-ACM-LS-CD-DWG-450-11 GRD-ACM-LS-CD-DWG-450-12

09.09.2016 26.08.2016 26.08.2016 21.07.2016 21.07.2016

26.08.2016

02.05.2016 18.05.2016 02.05.2016

13.05.2016 23.08.2016 13.05.2016

13.09.2016 09.03.2016 13.09.2016 13.09.2016 09.03.2016 09.03.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-410-21 GRD-ACM-LS-CD-DWG-410-22

Pathway Joint Detail (Sheet 1 of 2) Pathway Joint Detail (Sheet 2 of 2)

26.02.2016 26.02.2016

GRD-ACM-LS-CD-DWG-410-31

Paving Interface Detail

13.09.2016

WALL DETAILS- 420 SERIES

GRD-ACM-LS-CD-DWG-420-01 GRD-ACM-LS-CD-DWG-420-02 GRD-ACM-LS-CD-DWG-420-03 GRD-ACM-LS-CD-DWG-420-04 GRD-ACM-LS-CD-DWG-420-05

STEPS & RAMPS DETAILS- 430 SERIES

GRD-ACM-LS-CD-DWG-430-01 GRD-ACM-LS-CD-DWG-430-02

Typical Step Details (Sheet 1 of 2) Typical Step Details (Sheet 2 of 2)

21.03.2016 09.03.2016 09.03.2016 13.09.2016 13.09.2016

13.09.2016 13.09.2016

18.05.2016 18.05.2016

13.05.2016

01.07.2016 21.07.2016 23.08.2016

23.08.2016

Typical Railing - R1 Typical Railing - R1 R2 - Railing Type 2 (Sheet 1 of 2) R2 - Railing Type 2 (Sheet 2 of 2)

13.09.2016 13.09.2016 02.08.2016 02.08.2016 02.08.2016 30.03.2016

GRD-ACM-LS-CD-DWG-450-21

R3 - Railing Type 3

13.09.2016

R4 - Railing Type 4

13.09.2016

GRD-ACM-LS-CD-DWG-450-41

R5 - Railing Type 5 (Sheet 1 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-42

R5 - Railing Type 5 (Sheet 2 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-51

R6 - Railing Type 6 (Sheet 1 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-450-52

R6 - Railing Type 6 (Sheet 2 of 2)

13.09.2016

GRD-ACM-LS-CD-DWG-451-01

F1.1- Bench Type 1

13.09.2016

GRD-ACM-LS-CD-DWG-451-11

F1.2- Bench Type 2

13.09.2016

GRD-ACM-LS-CD-DWG-451-21

F1.3- Bench Type 3

13.09.2016

GRD-ACM-LS-CD-DWG-451-31

F1.4- Bench Type 4

13.09.2016

GRD-ACM-LS-CD-DWG-451-41

F1.5- Bench Type 6

13.09.2016

GRD-ACM-LS-CD-DWG-452-01

F3.1- Tree Grates Type 1 & 2

13.09.2016

GRD-ACM-LS-CD-DWG-454-01

F5.1 & F5.2- Bollards

13.09.2016

GRD-ACM-LS-CD-DWG-458-01

F11.1- Car wheel stopper

13.09.2016

24.05.2016 24.05.2016 24.05.2016 21.07.2016 05.08.2016

12.08.2016 20.07.2016 04.07.2016 12.08.2016

07.07.2016

12.08.2016

21.07.2016 21.07.2016

12.08.2016 12.08.2016

GRD-ACM-LS-CD-DWG-460-01 GRD-ACM-LS-CD-DWG-461-01 GRD-ACM-LS-CD-DWG-462-01 GRD-ACM-LS-CD-DWG-463-01 GRD-ACM-LS-CD-DWG-464-01 GRD-ACM-LS-CD-DWG-465-02 GRD-ACM-LS-CD-DWG-466-01 GRD-ACM-LS-CD-DWG-467-01

LIGHTING DETAILS- 470 SERIES

GRD-ACM-LS-CD-DWG-470-01 GRD-ACM-LS-CD-DWG-470-02 GRD-ACM-LS-CD-DWG-470-03

Typical Light Fixing Detail (Sheet 1 of 3) Typical Light Fixing Detail (Sheet 2 of 3) Typical Light Fixing Detail (Sheet 3 of 3)

MISCELLANEOUS DETAILS- 490 DETAILS

ISSUE DATE Rev. 2 Rev. 3

Rev. 4

Rev. 5

29.02.2016 29.02.2016 13.09.2016 13.09.2016

GRD-ACM-LS-CD-DWG-450-31

SIGNAGE DETAILS- 460 SERIES

23.08.2016 23.08.2016

GRD-ACM-LS-CD-DWG-440-01 GRD-ACM-LS-CD-DWG-440-02 GRD-ACM-LS-CD-DWG-441-01 GRD-ACM-LS-CD-DWG-441-02 GRD-ACM-LS-CD-DWG-442-01 GRD-ACM-LS-CD-DWG-443-01

Rev. 1

FURNITURE & FIXTURES- 450 SERIES

13.09.2016 13.09.2016 13.09.2016 13.09.2016

Rev. 0

DRAINAGE DETAILS- 440 SERIES

26.08.2016

Area Detail 07 - Parking -C

KERBS & EDGES DETAILS- 400 SERIES

Drawing Title

Rev. 5

26.08.2016

Area Detail 07 - Parking -B

GRD-ACM-LS-CD-DWG-371-31 GRD-ACM-LS-CD-DWG-371-41 GRD-ACM-LS-CD-DWG-371-51 GRD-ACM-LS-CD-DWG-371-52 GRD-ACM-LS-CD-DWG-371-53

Sheet No.

Rev. 4

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

02.09.2016 02.09.2016 02.09.2016

18.04.2016 18.04.2016 18.04.2016 18.04.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016 02.09.2016

GRD-ACM-LS-CD-DWG-490-31

Plaza 5 Details

13.09.2016

R0 FIRST ISSUE

REV. DESCRIPTION

TK 13.09.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

TREE PLANTING- 500 SERIES

21.03.2016 21.03.2016

GRD-ACM-LS-CD-DWG-500-01 GRD-ACM-LS-CD-DWG-500-02 GRD-ACM-LS-CD-DWG-500-03 GRD-ACM-LS-CD-DWG-500-04 GRD-ACM-LS-CD-DWG-500-05

Tree Planting Plan (Sheet 1 of 5) Tree Planting Plan (Sheet 2 of 5) Tree Planting Plan (Sheet 3 of 5) Tree Planting Plan (Sheet 4 of 5) Tree Planting Plan (Sheet 5 of 5)

SHRUB PLANTING- 510 SERIES

GRD-ACM-LS-CD-DWG-510-01 GRD-ACM-LS-CD-DWG-510-02 GRD-ACM-LS-CD-DWG-510-03 GRD-ACM-LS-CD-DWG-510-04 GRD-ACM-LS-CD-DWG-510-05

PLANTING DETAILS- 540 SERIES

GRD-ACM-LS-CD-DWG-540-01 GRD-ACM-LS-CD-DWG-540-02

Planting details (Sheet 1 of 2) Planting details (Sheet 2 of 2)

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME 19.05.2016 19.05.2016 19.05.2016 20.08.2016 20.08.2016

13.09.2016 13.09.2016 13.09.2016 13.09.2016 13.09.2016

20.08.2016 20.08.2016 20.08.2016

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE DRAWING SCHEDULE (SHEET 2 OF 2)

13.09.2016 13.09.2016 SCALE

DATE

13.09.2016

NTS

DRWN. BY

CHKD. BY

TK BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-010-02

REV

R 0

4 5 1 2 3 GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

DR. BR AMBEDKA SAMAJIK PARIVARTAN PARK

LOHIA PATH

GOMT I RIVE

ER GOMTI RIV

2 020-01

PHASE 1- LHS LAYOUT, SD Stage SCALE: 1:2500 @A1

EXTENT OF WORKS FOR PHASE 1- LEFT HAND SIDE (LHS)

R0 FIRST ISSUE

AS 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

Park Road

ENTRY EP

Parking

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

LOHIA PATH

E BRIDG LOHIA

1 020-01

OVERALL MASTERPLAN SCALE: NTS

3 020-01

I RIV GOMT

3 GOM TI RI V

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR WEIR

S.E.

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

TILE LAYOUT

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SCALE: 1:2500 @A1

SHEET TITLE LOCATION PLAN & TILE LAYOUT

SCALE

AS SHOWN DRWN. BY

CHKD. BY

AS BM

APPD. BY

DATE

RELEASED FOR

13.09.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-020-01

REV

R 0

GENERAL NOTES :1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Refer to DWG Series no.320 INFORMATION & TOILET PLAZA CONNECTION TO PEDESTRIAN BRIDGE CONNECTION TO DECK LOOKOUT TOWER

ZONE - 2 Refer to DWG Series no.320 ENTRY PLAZA

PARKING - A Refer to DWG Series no.370

PEDESTRIAN BRIDGE TO RHS

PARKING - B Refer to DWG Series no.371

PARKING - C & PLAZA Refer to DWG Series no.372

CH=-1600

CH=-1500

CH=-1400

CH=-1300

CH=-1200

CH=-1100

1000 CH=-

900 CH=-

-800 CH=

0 -70 CH=

0 -60 CH=

GOMTI RIVER

Refer to DWG Series no.360 PLAZA POLICE STATION INFORMATION & TOILET LOOKOUT TOWER

EXTENT OF SITE

CH=-1777

Refer to DWG Series no.320 CAFE LOOKOUT TOWER CONNECTION TO LOOKOUT DECK & BOAT HIRE PICNIC LAWNS MAZE

ENTRY 2 PLAZA

SECONDARY ENTRY Refer to DWG Series no.340 CONNECTION TO PLAZA

CH=-1700

ENTRY 1 PLAZA

TW+113.85

EXTENT OF SITE

ENTRY 3 PLAZA

GOMTI RIVER

DRWN CHKD

REV. DESCRIPTION

EXTENT OF SITE

LOOKOUT DECK 3 Refer to DWG Series no.491

PLAZA 5 Refer to DWG Series no.490

RIVER FRONT EDGE Refer to DWG Series no. 410

LOOKOUT DECK 2 & BOAT HIRE Refer to DWG Series no.491

2.4 M WIDE JOGGING TRACK

3.6 M WIDE CYCLE TRACK

WETLAND AREA Refer to DWG Series no.300 BOARDWALK DECK PLAZA FOUNTAIN

4.8 M WIDE PEDESTRIAN WALKWAY

BOAT HIRE AREA Refer to DWG Series no.350

PLAZA - 2 Refer to DWG Series no.490

DATE

AMENDMENT / ISSUE REGISTER

SHEET TITLE :

POND LOOKOUT AREA Refer to DWG Series no.380

PLAZA - 3 Refer to DWG Series no.490

EXTENT OF SITE

LOOKOUT DECK 1 Refer to DWG Series no.491

PLAZA - 4 Refer to DWG Series no.490

CANTILEVERED BRIDGE & DECK Refer to DWG Series no.360

PLAZA - 1 Refer to DWG Series no.490

LANDSCAPE LAYOUT KEY PLAN SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

1 020-02

LANDSCAPE_KEY PLAN

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

SCALE: 1:1500 @A0

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE LAYOUT KEY PLAN

SCALE

DATE

1:1500

18.04.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-020-02

REV

R 0

PLANTING NOTES

Filename: \\INGGN1FP003\DATA\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\000 GENERAL INFORMATION\GRD-ACM-LS-CD-DWG-030-01_GENERAL NOTES.DWG

Last saved by: KUMARR6

Last Plotted: 2016-09-12

GENERAL NOTES 1.

THESE GENERAL NOTES SHALL BE READ IN CONJUNCTION WITH THE GENERAL CONDITIONS OF THE CONTRACT AS PREPARED BY THE LANDSCAPE ARCHITECT AND 'NOTES' AS GIVEN ON THE DRAWINGS SHEETS.

THE CONTRACTOR SHALL HAVE VISITED THE SITE, FAMILIARIZED HIMSELF WITH THE PLANS, DETAILS AND SPECIFICATIONS OF THIS PROJECT, AND FINALIZED ALL DESIGN ALTERNATIVES WITH THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHALL REPAIR DAMAGES TO ALL EXISTING FACILITIES/UTILITIES/ STRUCTURES CAUSED BY OR DUE TO WORK AT THEIR OWN EXPENSE.

THE CONTRACTOR SHALL CARRY OUT THE CONSTRUCTION WORKS ACCORDING TO THE CONSTRUCTION DRAWINGS AND SHALL MAKE PROPOSAL TO LANDSCAPE ARCHITECT AND CLIENT ON ADJUSTMENT AND SEEK LANDSCAPE ARCHITECT'S AND CLIENT'S APPROVAL PRIOR TO COMMENCEMENT OF WORK.

THE CONTRACTOR SHALL OBTAIN THE LANDSCAPE ARCHITECT'S AND THE CLIENT'S APPROVAL BEFORE ORDERING ALL MATERIALS. SHOULD THE CONTRACTOR DETERMINE TO REVISE AND CHANGE THE MATERIALS WITHOUT FIRST OBTAINING AN APPROVAL, HE IS RESPONSIBLE FOR ALL COSTS AND REPLACEMENT.

ALL PROPRIETARY PRODUCTS SHOWN IN THE DRAWINGS ARE FOR REFERENCE ONLY AND MAY BE SUBSTITUTED BY PRODUCTS OF THE SAME CLASS UPON APPROVAL FROM THE LANDSCAPE ARCHITECT.

THESE GENERAL NOTES AS PART OF THE DOCUMENT PACKAGE SHALL BE READ IN CONJUNCTION WITH THE GENERAL PLANTING DESIGN DESCRIBED BY THE CHARACTER, STRUCTURE, SIZE, SPECIFICATION, AND QUANTITY SHOWN . REFER TO THE PLANTING SCHEDULE FOR PLANT SPECIES. THE STEM DIAMETER FOR SHRUBS REFERS TO THE DIAMETER OF THE STEM AT BRANCH POINT.THE CLEAR STEM HEIGHT (CSH) FOR TREES REFER TO THE HEIGHT ABOVE THE GROUND FROM WHERE THE BRANCHING START.

ALL QUANTITIES ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL QUANTITIES.

FINAL QUANTITIES FOR SHRUBS AND GROUNDCOVERS SHALL BE BASED ON SIZE AND SPACING REQUIREMENTS AS SPECIFIED.

THE CONTRACTOR SHALL SUBMIT PLANT PHOTOS OR ARRANGE NURSERY TRIPS FOR APPROVAL AND INSPECTION BY LANDSCAPE ARCHITECT AND CLIENT. THE CONTRACTOR SHALL USE ONLY APPROVED PLANTS. THE APPROVAL SHALL BE BASED ON THE FOLLOWING: A. THE SPECIES; B. THE SIZE, FORM, AND STRUCTURE; AND C. THE HEALTH CONDITION AND OVERALL APPEARANCE.

GENERAL NOTE:

INDIVIDUAL PLANTS WITHIN A GROUPING SHALL NOT VARY IN SIZE BY MORE THAN 5%.

ALL PLANTS SHALL BE OF GOOD HEALTH AND GOOD FORM. THE HEALTH CONDITION SHALL BE BASED ON THE FOLLOWING: A. PEST-FREE, DAMAGE-FREE BRANCHING STRUCTURE, BARK, AND LEAVES; B. FREE OF WOUNDS; C. NO SIGNS OF PRE-MATURE AGING; D. PLANT TRANSPLANTED SHALL NOT BE IN STORAGE FOR EXTENDED PERIOD OF TIME IN ORDER TO PREVENT DESICCATION OF ROOTBALL AND NEW BUDS; E. NO DAMAGES; AND F. ABILITY TO GROW.

11. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED BY CONTRACTOR'S OPERATIONS.

THE CONTRACTOR SHALL INSPECT ALL PLANTS FOR PESTS. DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ENSURE THAT ALL PLANTS ARE KEPT IN GOOD CONDITION.

12. THE CONTRACTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 3 DAYS PRIOR TO ALL REQUIRED FIELD OBSERVATIONS.

THE CONTRACTOR SHALL MARK ALL TREE LOCATIONS ON SITE AND OBTAIN APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING.

13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS PRIOR TO COMMENCING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.

SHOULD DISCREPANCIES ARISE ON SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND THE CLIENT AND SEEK THEIR APPROVAL.

IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.

ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE LOCAL CODES AND ORDINANCE, AS WELL AS THOSE MENTIONED IN THE SPECIFICATION DOCUMENT.

10. THE CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

14. ALL EXPANSION JOINTS SHALL BE DOWELED, UNLESS OTHERWISE NOTED ON DRAWINGS. 10. ALL SPACING SHALL SATISFY THE GROWTH REQUIREMENT OF THE PLANTS AND BE VERIFIED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 11. REFER TO THE TREE PIT DETAIL FOR DIMENSIONS, TREATMENT, AND BACK-FILLING. 12. THE CONTRACTOR SHALL REMOVE ALL STONE, CONCRETE, AND TRASH PIECES FROM TREE PITS PRIOR TO PLANTING.

SETTING-OUT INFORMATION 1.

ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SPECIFIED.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER MEASUREMENTS FROM THE DRAWINGS.

WHERE 'VERIFY' OR 'FIELD VERIFY' IS USED IN CONJUNCTION WITH A DIMENSION, THE CONTRACTOR SHALL VERIFY THE MEASUREMENT PRIOR TO BEGINNING THE WORK. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IF HE FAILS TO NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE.

13. THE SOIL LEVEL OF THE TREE PIT SHALL MATCH THE ADJACENT SOIL LEVELS AFTER BACK-FILLING. 14. THE CONTRACTOR SHALL PERFORM VARIOUS SOIL TESTS TO ACCOMMODATE THE VARIOUS GROWTH HABITS OF THE PLANTS. HE SHALL ANALYZE THE TEST RESULTS AND FOLLOW THE RECOMMENDATIONS GIVEN TO ENSURE THAT THE PLANTS ARE IN HEALTHY CONDITION. 15. FOR SOIL SPECIFICATIONS, REFER SOFT LANDSCAPE DETAILS AND SPECIFICATION DOCUMENT. 16. THE CONTRACTOR SHALL MAINTAIN THE ORIGINAL FORM OF THE PLANT WHEN PRUNING. THE CONTRACTOR SHALL PRUNE SIDE BRANCHES TO ENSURE THE PLANT IS GROWING IN HEALTHY CONDITION.

DIMENSIONS ARE TAKEN FROM FACE OF BUILDING, FACE OF CURB OR WALL, OR PROPERTY LINE UNLESS OTHERWISE NOTED.

17. UNLESS SPECIFIED OTHERWISE, ALL PLANTS SHALL BE PLANTED IN THE TRIANGLE FORMAT.

VERTICAL AND HORIZONTAL PATHWAY EDGE ALIGNMENT SHALL BE ACCEPTED AND CONFIRMED BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.

18. ALL PLANT MATERIAL, TREES, SHRUBS, GROUNDCOVER, SHALL BE REVIEWED, SELECTED AND APPROVED BY LANDSCAPE ARCHITECT IN CONJUNCTION WITH THE OWNER PRIOR TO INSTALLATION.

MATERIAL, SAMPLES & MOCK-UP INFORMATION R0 FIRST ISSUE 1.

SAMPLES OF TILE/BRICK/STONE/ TIMBER/ ARTIFICIAL TURF OR OTHER SPECIFIED LANDSCAPE MATERIALS SHALL BE SUBMITTED TO GAIN WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO APPLICATION.

THE CONTRACTOR SHALL PREPARE MOCK-UPS OF ALL PAVING TYPES FOR REVIEW BY LANDSCAPE ARCHITECT (AECOM) AND THE CLIENT. MOCK UP WILL INCLUDE INTERFACES AND NOT LIMITED TO M.H COVER, CORNER PAVING, DRAIN TYPES, TREE GRATING, LIGHTING, COLUMN CONDITIONS, EDGE.

THE CONTRACTOR SHALL PREPARE MOCK-UPS FOR ALL WALLS TO REVIEW FINISH, EDGE CONDITION AT THE PAVING AND AT THE PLANTING AND ALL JOINT DETAILING FOR REVIEW BY LANDSCAPE ARCHITECT AND THE CLIENT.

ALL EXTERNAL PAVING SURFACES SHALL BE CLEANED WITHOUT CEMENT, ASPHALT AND STAIN TO ENSURE QUALITY AFTER INSTALLATION.

ALL PAVING JOINTS FLUSH FINISH UNLESS OTHERWISE NOTED IN THE DRAWINGS AND/OR SPECIFICATIONS.

USE OVERSIZED PAVING UNIT WITH SCORED JOINT; MINIMUM CUT 100 mm.

BM 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

GRADING 1.

ALL LANDFORMS SHALL BE FORMED AS PER THE GRADING PLAN. ALL THE SLOPES SHOULD HAVE A CONSISTENT FALL AND DRAIN TO NATURAL SLOPE. FINAL GRADING TO BE INSPECTED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING.

THE CONTRACTOR SHALL INFORM AND VERIFY WITH THE LANDSCAPE ARCHITECT/ CLIENT REPRESENTATIVE IF ANY DISCREPANCY / CONFLICTS ARE FOUND BETWEEN THE EXISTING AND PROPOSED LEVEL.

WHEN CALCULATING THE SOIL VOLUME FOR BACKFILLING, THE CONTRACTOR SHALL MAKE ADDITIONAL ALLOWANCE OF 200MM SOIL DEPTH OR IN ACCORDING TO LOCAL CONDITIONS AND PRACTICE TO ACCOMMODATE SOIL SETTLEMENT. THE PROPOSED FINAL SOIL LEVELS SHOWN ON DRAWINGS ARE THE LEVELS AFTER WATERING AND FULL SETTLEMENT.

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

BEFORE THE COMMENCEMENT OF BACKFILLING WORK, THE CONTRACTOR SHALL CHECK THE LEVEL OF EXISTING RETAINED TREES AGAINST THE PROPOSED LEVEL. CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT/ CLIENT REPRESENTATIVE IF ANY CONFLICT IS FOUND BETWEEN THE LEVEL OF RETAINED TREES AND THE PROPOSED LEVEL. CONTRACTOR SHALL MAKE PROPOSAL TO LANDSCAPE ARCHITECT / CLIENT ON THE ADJUSTMENT AND SEEK LANDSCAPE ARCHITECT / CLIENT APPROVAL PRIOR TO COMMENCEMENT OF WORK. VERIFY EXISTING AND PROPOSED PATHWAY ELEVATIONS AND SUBMIT TO OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR PAVEMENT SUBGRADE. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2% AND A MAXIMUM 5% GRADIENT UNLESS OTHERWISE NOTED.

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE GENERAL NOTES

SCALE

DATE

DRWN. BY

CHKD. BY

YA BM

APPD. BY

RELEASED FOR

13.09.2016

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-030-01

R 0

GENERAL

COPING

TREES

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

COPING TYPE-1 Ref. Dwg. no. 420-04

COPING TYPE-2 Ref. Dwg. no. 420-04

COPING TYPE-3 Ref. Dwg. no. 420-04

COPING TYPE-4 Ref. Dwg. no. 420-05

COPING TYPE-5 Ref. Dwg. no. 420-05

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL RAMP UP PLANTING AREA

C6 RIVER WATER

COPING TYPE-6 Ref. Dwg. no. 420-05

GA & MATERIALS P1

P1 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P3 - AXIS PAVING Ref to Dwg Series No 410 P4 - JOGGING TRACK PAVING Ref to Dwg Series No 410

P5 - BOARDWALK PAVING Ref to Dwg Series No 410

P6 - CYCLE TRACK PAVING Ref to Dwg Series No 410

P7 - PARKING DRIVEWAY Ref to Dwg Series No 410

P9 - PARKING BAYS Ref to Dwg Series No 410

P10 - PLAZA PAVING TYPE 1 P10

KOTA STONE

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-01 FLUSHED PAVING PARKING & DRIVEWAY Ref to Dwg Series No 400-01 RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01 FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01 RAISED STONE - STEPS EDGE RED SAND STONE Ref to Dwg Series No 400-01 RAISED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01 FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

Ref to Dwg Series No 410

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

P12 - DECK PAVING Ref to Dwg Series No 410

RAMP & PAVING EDGE Ref to Dwg Series No 400-02

P11 - PLAZA PAVING TYPE 2

P12

RED SANDSTONE

E10

E11

P13

P14

P14 - NIRMAL JTOYI PLAZA Ref to Dwg Series No 410

P15

P15 - PEDESTRIAN BRIDGE PAVING Ref to Dwg Series No 410

P16

P16 - PEDESTRIAN RAMP Ref to Dwg Series No

P17

P18

P19

P17 - PEDESTRIAN PAVING Ref to Dwg Series No P18 - PAVED AREA Ref to Dwg Series No P19 - VEHICULAR RAMP Ref to Dwg Series No

NAME Ac(n)

FLUSHED PAVING WITH EXPANSION JOINT EDGE Ref to Dwg Series No 400-02

QUANTITY

Anthocephalus cadamba (Kadamb)

Bb(n)

Bc(n)

Bm(n)

Bauhinia blackeana

Bombax ceiba (Red silk cotton) Butea monosperma (Dhak)

Cf(n)

Cassia fistula (Amaltas)

Cg(n)

Couripita giuanensis (Cannon ball tree)

Cn(n)

Cassia nodosa

Cr(n)

Cassia renigera (Java cassia)

Cs(n)

Chorisia speciosa (Silk floss tree)

CSe(n) Cordia

sebestena

Ct(n)

Chukrasia tabularis (Chikrassy)

Cv(n)

Callistemon viminalis (Bottle brush)

Ev(n)

Erythrina variegata (Pangar)

Arundo donax (Reed grass)

STORM WATER PIPE

Butomus umbellatus (Flowering rush)

CENTER LINE OF WETLAND STONE WALL

WATER SUPPLY PIPE

CONTOUR LINE

Clerodendrum inerme (Indian privet) Ceratophyllum demersum (Hornwort)

CATCH BASIN (AS/ MEP)

Cyperus alternifolius (Umbrella palm)

MAN HOLE (AS/ MEP)

Eranthemum nigrum (Black kodia)

FILTRATION TANK (AS/ MEP)

Franciscea japonica (Brunfelsia pauciflora)

DRAINAGE PIPE (AS/ MEP)

Hibiscus orange (HIbiscus rosa-sinensis)

Me(n)

Mh(n)

GRATED DRAIN CHANNEL (AS/ MEP)

Hamelia patens (Fire bush) Hydrilla verticillata (Hydrilla)

Jacquemontia violacea (Jacquemontia) Jasminum officinale (Chameli, White jasmine) Kochia scoparia (Kochia)

A1/B1/C1

PATHWAY / WALLS COORDINATE TAG

A1'/B1'/C1'

RAMP COORDINATE TAG

4.8M WIDE PEDESTRIAN PATHWAY (D0 - D128 PATHWAY SETTINGOUT COORDINATE VALUES) 3.6M WIDE CYCLE PATHWAY (B0 - B129 PATHWAY SETTINGOUT COORDINATE VALUES) 2.4M WIDE JOGGING PATHWAY (C0 - C97 PATHWAY SETTINGOUT COORDINATE VALUES)

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

4.8M WIDE PEDESTRIAN PATHWAY X-Y COORDINATES FOR LOCATION

Jm(n)

Mimosops elengi (Maulsari)

RAMP LOCATION COORDINATES C1'

SUMP X-Y COORDINATES

Meyenia erecta

Melaleuca bracteata (Golden bottle brush)

Canna indica

Jacaranda mimosifolia (Neeli gulmohar)

Mb(n)

X-Y COORDINATES

STORM WATER SUMP

Cymbopogon flexuosus (Lemon grass)

Lagerstroemia speciosa (Pride of India)

ELECTRICAL SLEEVES

Cyperus articulatus (Motha ghas)

Gravillea robusta (Silver oak)

Khaya Senegalensis

PATHWAY / WALLS

IRRIGATION SLEEVES

Canna generalis gold (Canna dwarf golden)

Gr(n)

Ks(n)

SETTINGOUT

UTILITIES

Caesalpinia pulcherrima (Dwarf poinciana)

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-02

Ref to Dwg Series No 410 P11

SYMBOL

KERBS AND EDGES

P2 - AXIS PAVING Ref to Dwg Series No 410

P8 - SECONDARY AXIS PAVING Ref to Dwg Series No 410

SHRUBS

REFER DWG NO. DWG 2001-01 FOR PATHWAY STRUCTURAL DETAILS

C1 A1/B1/C1

COORDINATE TAG CUT OUT FOR SLEEVES

REFER DWG NO. DWG 2001-01-B FOR PATHWAY STRUCTURAL DETAILS ISOLATION JOINT LOCATION REFER DWG NO. GRD-ACM-LS-DD-DWG-410-21

Murraya paniculata (Satin wood tree) Malpighia glabra (Barbados cherry) Thunbergia erecta (Myenia erecta mini) Malvaviscus arboreus (Sleeping hibiscus) Plumbago capensis (Plumbago blue) Pennisetum Potentilla sundaica

Millingtonia Hortensis Ps

STEPS ST1

STEP TYPE - 1 Ref. Dwg. no. 430-01

ST2

STEP TYPE - 2 Ref. Dwg. no. 430-01

ST3

STEP TYPE - 3 Ref. Dwg. no. 430-01

ST4

STEP TYPE - 4 Ref. Dwg. no. 430-02

ST5

STEP TYPE - 5 Ref. Dwg. no. 430-02

ST6

STEP TYPE - 6 Ref. Dwg. no. 430-02

ST7

STEP TYPE - 7 Ref. Dwg. no. 430-02

ST8

STEP TYPE - 8 Ref. Dwg. no. 430-02

Ml(n)

Madhuca longifolia

Po(n)

Plumeria obtusa (White frangipani)

Rr(n)

Sa(n)

Sb(n)

Sc(n)

Sm(n)

Roystonea regia (Royal Palm) Sterculia alata (Buddha's cocunut)

Salix babylonica (Weeping willow)

Spathodea campanulata

Swietenia mahagoni (Mahogany)

MISCELLANEOUS DETAIL D1

DRAIN TYPE - 1 Ref. Dwg. no. xxx-xx

Ta(n)

Tabebuia argentea (Silver Trumpet)

Tc(n)

Terminalia catappa (Desi badam)

Tm(n)

Terminalia mantalay (Madagascar almond)

Tr(n)

Tabebuia rosea (Rosy trumpet tree)

Pf(n)

Peltophorum ferrugineum (Copper pod tree)

Russelia equisetiformis (Coral bush) Rhoeo spathacea compacta (Oyster Plant)

R0 FIRST ISSUE

VP 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

Ruellia brittoniana hybrid (Ruellia dwarf) Tabernaemontana coronaria

Typha latifolia (Bul rush) Vallisneria spiralis junceella

SHEET TITLE :

Vallisneria spiralis (Tape grass) Zephyranthes candida (Thunder lily white)

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LEGENDS & ABBREVIATIONS (SHEET 1 OF 2)

SCALE

DATE

RELEASED FOR

13.09.2016 DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

4 GRD-ACM-LS-CD-DWG-030-01

REV

R 0

RIVER WATER

LEVELS & GRADING

STRUCTURE TYPE

LIGHTING L1 - PEDESTRIAN POLE LIGHT

LEVEL BY OTHERS L2 - BOLLARD LIGHT

FLOW DIRECTION/SLOPE L3 - RAILING LIGHT

LEVEL TAG L4a - WALL RECESS LIGHT

0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

V/L

L5 - SPOT LIGHT / GROUND UPLIGHTER L6 - UP & DOWN LIGHT

RIDGE LINE FOR DRAINAGE

MAN HOLE (AS/ MEP) FILTRATION TANK (AS/ MEP) SWALE

DC1

CYCLE HIRE Refer to Dwg. series

L10 - LINEAR LIGHT

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LOOKOUT TOWER Refer to Dwg. series

L9 - UNDER WATER LIGHT TYPE 1

BOATING- TICKETING Refer to Dwg. series

L12 -STREET LT, SINGLE ARM L13 -STREET LT, DOUBLE ARM

PERFORATED PIPE CULVERTS

L15 - UNDER WATER LIGHT TYPE 2

D-WALL DRAIN

INFORMATION CENTRE Refer to Dwg. series

NIRMAL JYOTI Refer to Dwg. series

L14 - FEATURE POLE LIGHT

RAIN GARDEN

POLICE CHOWKI Refer to Dwg. series

L8 - POLE LIGHT

VALLEY LINE FOR DRAINAGE CATCH BASIN (AS/ MEP)

F&B PAVILION Refer to Dwg. series

L4b - STEPS & RAMP LIGHT

STEPS LEVEL CHANGE R/L

PAVILION Refer to Dwg. series

TENSILE CANOPY Refer to Dwg. series TOILETS Refer to Dwg. series

EXISTING MAST LIGHT

DE-SILTING CHAMBER

ABBREVIATIONS: RL

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

R0 FIRST ISSUE

BM 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LEGENDS & ABBREVIATIONS (SHEET 2 OF 2)

SCALE

DATE

RELEASED FOR

13.09.2016 DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

4 GRD-ACM-LS-CD-DWG-030-02

REV

R 0

LIGHTING SCHEDULE Document Ref No:

GRD-ACM-LS-CD-DOC-060-01

Date:

02.09.2016

Rev:

Revision 3

LEGEND

LIGHTING TYPE

LOCATION

SPACING

VENDOR

MODEL

Pedestrian Pole Light

Pedestrian walkway, promenade

12m c/c

K-LITE

KP-4761

MODEL DETAILS

Bollard Light

Jogging track

6m c/c

K-LITE

CUBA BOLLARD - CUBA bollard, 8 W LED(warm white), 1005 mm 6976LI height, 120x120mm size, vandal resistant body

Railing Light

D-wall, Boardwalk

4.6m c/c (typical)

K-LITE

UPLITE 6466* Uplite, 6466*, Drive over luminaire. 3W LED (Customised size) [warm white] with driver; 58mm dia. x 115mm; Body made of die cast aluminium and integrated with toughened glass diffuser and a shielding ring of stainless steel, luminaire body buried below ground level

Wall Recessed Light Type 1

Parking walls

5m c/c

K-LITE

L4b

Wall Recessed Light Type 2

Steps & Ramps

2.5m c/c

K-LITE

2747 Sudo ASY Frame

Spotlight/ Uplight

Tree uplights

Refer layout plan

PHILIPS INDIA

BBP330

Up & Down Light

Pavilions, structures, Feature walls

Refer layout plan

K-LITE

Underwater Light Type 1

Wetland areas

Refer layout plan

L10

Linear light

Decks, Board walk, D wall

Refer layout plan

Road, parking

Refer layout plan

K-LITE

KP-7255 Quadra Lighting Pole + TRIO Mega Polar Luminaire

8.0m high square light pole, 150x150mm/100mmx100mm with TRIO Mega Polar, 3x50W LED (warm white), 1000x340x215mm, IP67, polycarbonate optical cover

8.0m high square light pole, 150x150mm/100mmx100mm with TRIO Mega Polar, 2 x 3x50W LED (warm white), 1000x340x215mm, IP67, polycarbonate optical cover, One luminaire top mounted, second luminaire side mounted at 3.0m

K-LITE

DISANO

MICRO LISET

L12

Street Light Single arm

L13

Street Light Double Road, parking and walkway arm

Refer layout plan

K-LITE

KP-7255 Quadra Lighting Pole + TRIO Mega Polar Luminaires Top and side mounting

L14

Feature Pole Light

Refer layout plan

K-LITE

KP4767

JADO MINI 2735 Jado mini , 12 W LED (warm white). Asymmetic relfector with stainless steel housing and cover

NAVIRA - 4971

KP6700

High power LED under water light (warm white), 6x 2 W, IP - 68, angled to floor

1X50 W LED LIGHT, 3.0 M height , Single arm, length of arm is 900 mm; LED warm white; Pole: Graphite grey

L4a

REF IMAGE

IP65, IK07, Housing of oxidised extruded aluminium; Diffuser of clear polycarbonate; with IP67 connector, L=1235mm, 11.5W, RGB Colour

6 W LED (warm white), 130 x 76 x 87mm, Stainless Steel housing and cover

IP 67, IK - 10, 150mm dia, 15.8 W LED, warm white

Plazas

4500mm high pole light, 1x55W LED(warm white), Quadra Pole, Graphite Grey

Navira 4971, 30 W LED (warm white), Downlight, Graphite grey body; IP65; 220x170x260mm size

R0 FIRST ISSUE

REV. DESCRIPTION

Pole Light

Cycle track

15m c/c

K-LITE

KP-7229

1X45 W LED light (warm white), 6.0 M height , Single arm , length of arm is 900 mm; Graphite grey

BM 29.05.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

L15

Under water light Type 2

Wetland

Refer layout plan

K-LITE

KP6700

High power LED under water light, 6x 2 W, IP 68, warm white

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TREE & PALM PLANTING SCHEDULE

SCALE

DATE

29.05.2016

NTS

DRWN. BY

CHKD. BY

BM BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-050-01

REV

R 0

FURNITURE & ARTWORK SCHEDULE IMAGE

CODE

DESCRIPTION

LOCATION

DIMENSION

COLOUR

MATERIAL/ FINISH

QUANTITY (nos)

DETAIL REFERENCE

REMARKS

GENERAL NOTE:

F1.2

BENCH TYPE 1 PRECAST CONCRETE

REFER SHEET

BENCH TYPE 2 PRECAST CONCRETE

REFER SHEET

BENCH TYPE 3 PRECAST CONCRETE

REFER SHEET

REFER SHEET GRD-ACM-LS-CD-DWG-451-01

3000 (L) X 600 (B)X450(H)

CONCRETE GRAY

CONCRETE / SMOOTH FINISH PATTERN OVER STANDARD ACID ETCHING

3000 (L) X 600 (B)X850(H)

CONCRETE GRAY

SS GRADE 304 / CAST ALUMINUM CONCRETE / SMOOTH FINISH PATTERN OVER STANDARD ACID ETCHING

REFER SHEET GRD-ACM-LS-CD-DWG-451-11

CONCRETE GRAY

CONCRETE / SMOOTH FINISH PATTERN OVER STANDARD ACID ETCHING

REFER SHEET GRD-ACM-LS-CD-DWG-451-21

GRD-ACM-LS-CD-DWG-210-01 TO 05

765

GRD-ACM-LS-CD-DWG-210-01 TO 05

1180

F1.3

1230

560 0

139

1350

Filename: Q:\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\210 FURNITURE & SIGNAGE PLANS\_FURNITURE SCHEDULE.DWG

Last saved by: BHATTP

Last Plotted: 2016-09-14

F1.1

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, F1.4

F1.5

BENCH TYPE 4 PRECAST CONCRETE

BENCH TYPE 6 PRECAST CONCRETE

CONCRETE GRAY

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

REFER SHEET

1800 (L) X 600 (B) X 450(H)

CONCRETE GRAY

GRD-ACM-LS-CD-DWG-210-01 TO 05

CONCRETE / SMOOTH FINISH PATTERN OVER STANDARD ACID ETCHING

REFER SHEET GRD-ACM-LS-CD-DWG-451-31 SHEET TITLE :

REFER SHEET GRD-ACM-LS-CD-DWG-451-41

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

VENDOR 'S REFRENCE 2 SEATER CAFE TABLE F2.1

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

TABLE : 1000 (L) X 900 (B) X 800(H) CHAIR : 450 (L) X 500 (B) X 800(H) SEATING HEIGHT 450

AS PER VENDOR

AS PER MANUFACTURER

SHEET TITLE FURNITURE SCHEDULE (SHEET 1 OF 4)

LOOMCRAFT Corporate Office: A-7/98 South Side GT Road Industrial Area, Ghaziabad-201009, UP, India

SCALE

DATE

N.T.S DRWN. BY CHKD. BY APPD. BY

RELEASED FOR

13.09.2016 PB BM RG

INFORMATION REVIEW SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-070-01

REV

R 0

FURNITURE & ARTWORK SCHEDULE IMAGE

CODE

DESCRIPTION

LOCATION

DIMENSION

COLOUR

MATERIAL/ FINISH

QUANTITY (nos)

DETAIL REFERENCE

REMARKS

GENERAL NOTE: VENDOR 'S REFRENCE F2.2

4 SEATER CAFE TABLE

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

Filename: Q:\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\210 FURNITURE & SIGNAGE PLANS\_FURNITURE SCHEDULE.DWG

Last saved by: BHATTP

Last Plotted: 2016-09-14

F3.1

TREE GRATE TYPE 1 PARKING AREA

REFER SHEET

TABLE : 1000 (L) X 900 (B) X 800(H)

AS PER VENDOR

AS PER MANUFACTURER

Corporate Office: A-7/98 South Side GT Road Industrial Area, Ghaziabad-201009, UP, India

CHAIR : 450 (L) X 500 (B) X 800(H) SEATING HEIGHT 450

1200 (L) X 1200 (B)

LOOMCRAFT

AS PER VENDOR

DUCTILE IRON

GRD-ACM-LS-CD-DWG-210-01 TO 05

REFER SHEET GRD-ACM-LS-CD-DWG-453-10

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

VENDOR REFERENCEDAKSHAENTERPRISE O pp. Primary Health Center (PH C), Vi l l . Wazirabad, Sector-56, Gurgaon-122003 (Haryana) E-mai l :dakshaenterpri se@gmai l .com

F3.2

TREE GRATE TYPE 2 PLAZA

REFER SHEET

1200 (L) X 1200 (B)

AS PER VENDOR

DUCTILE IRON

104

GRD-ACM-LS-CD-DWG-210-01 TO 05

REFER SHEET GRD-ACM-LS-CD-DWG-453-20

VENDOR REFERENCEDAKSHAENTERPRISE O pp. Primary Health Center (PH C), Vi l l . Wazirabad, Sector-56, Gurgaon-122003 (Haryana) E-mai l :dakshaenterpri se@gmai l .com

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

BICYCLE STAND

REFER SHEET

728 (L) X 800 (B)

STEEL GRAY

GRD-ACM-LS-CD-DWG-210-01 TO 05

F4.1

SS GRADE 304 / BRUSH FINISH

REFER SHEET GRD-ACM-LS-CD-DWG-454-10

VENDOR REFERENCEBluestream

SHEET TITLE :

(mailto:india@bluestreamme.com)

BOLLARD FIXED

REFER SHEET

DARK GRAY

GRD-ACM-LS-CD-DWG-210-01 TO 05

F5.1

SS GRADE 304 / MATT FINISH

REFER SHEET GRD-ACM-LS-CD-DWG-455-10

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

VENDOR REFERENCE-

PROJECT NAME Bluestream

(mailto:india@bluestreamme.com)

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE FURNITURE SCHEDULE (SHEET 2 OF 4) BOLLARD REMOVABLE F5.2

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

DARK GRAY

SS GRADE 304 / MATT FINISH

REFER SHEET GRD-ACM-LS-CD-DWG-455-10

VENDOR REFERENCEBluestream

SCALE (mailto:india@bluestreamme.com)

DATE

N.T.S DRWN. BY CHKD. BY APPD. BY

RELEASED FOR

13.09.2016 PB BM RG

INFORMATION REVIEW SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-070-02

REV

R 0

FURNITURE & ARTWORK SCHEDULE IMAGE

CODE

DESCRIPTION

LOCATION

DIMENSION

COLOUR

MATERIAL/ FINISH

QUANTITY (nos)

DETAIL REFERENCE

REMARKS

GENERAL NOTE: VENDOR 'S REFRENCE DRINKING FOUNTAIN

F7.1

LITTER BIN

Filename: Q:\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\210 FURNITURE & SIGNAGE PLANS\_FURNITURE SCHEDULE.DWG

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

REFER SHEET

AS PER VENDOR

AS PER MANUFACTURER

BLACK

AS PER MANUFACTURER

300 (L) X 300 (B) X 750 (H)

180 LITERS

GRD-ACM-LS-CD-DWG-210-01 TO 05

Last saved by: BHATTP

Last Plotted: 2016-09-14

F6.1

New Delhi Khasra No.151, Saidullajab Paryavaran Complex IGNOU Road, New Delhi 110030 Phone: +91 11 29533730 Mobile: +91-9990210500 Email: contactus@oasiswfs.in

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

VENDOR REFERENCEBluestream

(mailto:india@bluestreamme.com)

F8.1

BOOM BARRIER

AS PER VENDOR

REFER SHEET

AS PER MANUFACTURER

GRD-ACM-LS-CD-DWG-210-01 TO 05

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, F9.1

SCULPTURE

AS PER ARTIST

REFER SHEET

AS PER ARTIST

GRD-ACM-LS-CD-DWG-210-01 TO 05

SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

VENDOR 'S REFRENCE BOUGHT OUT PLANTER

DARK GREY

REFER SHEET

AS PER MANUFACTURER

GRD-ACM-LS-CD-DWG-210-01 TO 05

YUCCABE A8, Commercial Complex, Shankar Garden, Vikaspuri, New Delhi, Delhi 110018 Phone: 085860 40303

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

VENDOR 'S REFERENCE CAR WHEEL STOPPER

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

1800 (L) X 200 (W)

AS PER VENDOR

AS PER MANUFACTURER

REFER SHEET GRD-ACM-LS-CD-DWG-455-01

K.K.Manhole & Gratings Co.(P) Ltd. 12/16, Sarvapriya Vihar, New Delhi--110016, INDIA Tel : +91-9910012478 Fax: +91-11-26864895

SHEET TITLE FURNITURE SCHEDULE (SHEET 3 OF 4)

SCALE

DATE

N.T.S DRWN. BY CHKD. BY APPD. BY

RELEASED FOR

13.09.2016 PB BM RG

INFORMATION REVIEW SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-070-03

REV

R 0

FURNITURE & ARTWORK SCHEDULE IMAGE

CODE

DESCRIPTION

LOCATION

DIMENSION

COLOUR

MATERIAL/ FINISH

QUANTITY (nos)

DETAIL REFERENCE

REMARKS

GENERAL NOTE:

F6.1

UMBRELLA

REFER SHEET GRD-ACM-LS-CD-DWG-210-01 TO 05

AS PER VENDOR

AS PER MANUFACTURER

VENDOR 'S REFRENCE LOOMCRAFT

Filename: Q:\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\210 FURNITURE & SIGNAGE PLANS\_FURNITURE SCHEDULE.DWG

Last saved by: BHATTP

Last Plotted: 2016-09-14

Corporate Office: A-7/98 South Side GT Road Industrial Area, Ghaziabad-201009, UP, India

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE FURNITURE SCHEDULE (SHEET 4 OF 4)

SCALE

DATE

N.T.S DRWN. BY CHKD. BY APPD. BY

RELEASED FOR

13.09.2016 PB BM RG

INFORMATION REVIEW SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-070-04

REV

R 0

Document Ref No:

GRD-ACM-LS-CD-DOC-090-01

Date:

29.05.2016

Rev:

Revision 0

Specifications at Procurement S.no

Code

Scientific name

Common name

Quantity (nos.)

Height (m)

Clear Trunk Height (m)

Canopy (m)

Caliper mm

Detail Specs

Kadamba

3.5

75-90

straight trunk, balanced canopy

Hong Kong Orchid tree

1.5

2.5

50-80

straight trunk, balanced canopy

TREES 1

Anthocephalus cadamba

Bauhinia blakeana

Bombax ceiba

Red Silk cotton

3.5

75-90

straight trunk, balanced canopy

Butea monosperma

Shak

1.5

2.5

50-80

straight trunk, balanced canopy

Cassia fistula

Amaltas

2.5

1.5

50-80

multi-branching, balanced canopy

Cse

Cordia sebestena

Haldu

1.5

2.5

50-80

straight trunk, balanced canopy

Couroupita guianensis

Cannon ball tree

1.5

2.5

50-80

straight trunk, balanced canopy

Cassia nodosa

Pink shower tree

2.5

50-80

straight trunk, balanced canopy

Cassia renigera

Java cassia

1.5

2.5

50-80

straight trunk, balanced canopy

Chorisia speciosa

Silk floss tree

75-90

straight trunk, balanced canopy

Chukrasia tabularis

Chikrassy

75-90

straight trunk, balanced canopy

Callistemon viminalis

Bottle brush

101

2.5

50-80

multi-branching

Erythrina variegata

Pangar

126

2.5

50-80

straight trunk, balanced canopy

Grevillea robusta

Silver oak

2.5

75-90

straight trunk, balanced canopy

Jacaranda mimosifolia

Neeli gulmohar

3.5

2.5

50-80

straight trunk, balanced canopy

Khaya senegalensis

African Mahogany

1.5

2.5

50-80

straight trunk, balanced canopy

Lagerstroemia speciosa

Jarul, Pride of india

1.5

50-80

straight trunk, balanced canopy

Madhuca longifolia

Mahua

1.5

2.5

50-80

straight trunk, balanced canopy

Melaleuca bracteata

Golden bottle brush

0.6

1.5

50-80

straight trunk, balanced canopy

Millingtonia hortensis

Akash neem

2.5

75-90

straight trunk, balanced canopy

Mimusops elengi

Maulsari

1.5

75-90

straight trunk, balanced canopy

Peltophorum ferrugenum

Peeli Gulmohar

1.5

50-80

straight trunk, balanced canopy

Plumeria obtusa

White frangipani

2.5

50-80

multi stem

Salix Babylonica

Weeping Willow

1.5

3.5

50-80

multi-branching

Spathodea campanulata

Red tulle

1.5

50-80

straight trunk, balanced canopy

Sterculia alata

Buddha's cocunut

3.5

75-90

straight trunk, balanced canopy

Swietenia mahagoni

Mahogany

1.5

2.5

50-80

straight trunk, balanced canopy

Tabebuia argentia

Silver trumpet

1.5

75-90

multi-branching

Tabebuia rosea

Rosy trumpet tree

1.5

2.5

50-80

straight trunk, balanced canopy

Terminalia catappa

Desi badam

1.5

50-80

straight trunk, balanced canopy

Terminalia mantalay

Madagascar almond

1.5

50-80

straight trunk, balanced canopy

R0 FIRST ISSUE

REV. DESCRIPTION

BM 29.05.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

DEPARTM ENT O F IRRIGATION & WATER RESOURCES, LUCKNOW, G O VT. O F UTTAR PRADESH SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

PALMS 1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

Roystonea regia

Royal Palm

4.5

2.5

200-250

min. 4 rings, 8 leaves per plant

NEAR JANESHWAR MISHRA PARK )

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TREE & PALM PLANTING SCHEDULE

SCALE

DATE

29.05.2016

NTS

DRWN. BY

CHKD. BY

BM BM

APPD. BY STATUS

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-090-01

REV

R 0

Q:\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\000 GENERAL INFORMATION\GRD-ACM-LS-CD-DWG-090-02_SHRUBS & GROUNDCOVERS SCHEDULE.DWG

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R0 FIRST ISSUE

BM 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE SHRUBS & GROUNDCOVERS SCHEDULE

SCALE

DATE

RELEASED FOR

13.09.2016

NTS DRWN. BY

INFORMATION

CHKD. BY

BM BM

REVIEW

APPD. BY

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-090-02

R 0

GRD-ACM-LS-CD-DWG-110-02

MATCHLINE C

CH=-1300 CH=-1100

DC2

MATCHLINE B

GRD-ACM-LS-CD-DWG-110-05

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LEVELS & GRADING RL+112.25

PARKING -A . FOR DETAIL LEVEL AND GRADING REFER SHEET NO. - GRD-ACM-LS-CD-DWG-370-11

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

FL 100.0 TW (as/ site)

LEVEL TAG

TW (as/ site)

0.00

TW (as/ site)

CONTOUR INTERVAL CONTOUR

FL +113.9

LEVEL DROP TAG RL+112.5 MH MH .50

11 0

.00

FL +111.05 1.0

FL +113.85

FL +110.55

FL +113.05

BORG +109.30

10 9.7

FL +112.55 FL +112.05 11 3.5

3.5

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

FL +110.05

FL +113.55 11

110.50 110.00

FL +113.55

R/L 111.0

RL+113.75 FL +113.85

STEPS LEVEL CHANGE

FL +111.35

11 0

FL +113.9

FL +109.85

FL +110.9

109.50

0.5 0

CATCH BASIN (AS/ MEP)

109.00

11 3.0

108.50

2.5

11 3.0

FL +111.55 11 2.0

11 1.5

11 1.0

106.50

FL +109.55

10 8.5

GRATED DRAIN (AS / MEP)

106.25 10 8

FL +109.05

IL:

0.5

FL +109.75

11 0.0

PL +111.05

FG +111.0

9.5

.00

9.1

FL +109.05

8.5 10

8.0

10 9.5

9.0

10 7

.00

6.5 0

SWALE

10 6.2 5

PERFORATED PIPE

FL +108.25

10 8.2 5

8.5

FL +109.05 FL +108.55

10 6 6.2

FL+108.05

10 8.0 0 10 7.5 0 10 7.0 0

.25

FL +108.25

FL+107.55

CULVERTS

FL+106.55

6.5 0

TOM +106.25

FL +106.55

8.5

7.5

FL+108.55

8.5

9.0

FL +109.55

7.5

9.0

FL +109.75

10 9.5

10 9

FL +109.75

FL +110.05

FL +110.55

9.0

FL +108.05

9.5

FL +109.55

10 9

FL +111.05

10 9.0

11 0

10 9

N AND SIZE FOR CUT OUT LOCATIO CONNECTING SEWERAGE LINE DRAIN MH. R PTO INTERCE

FL +109.75

FILTRATION TANK (AS/ MEP)

107.00 0

.55

FL +109.85

107.50

10 9.5

FL +109.85 10

9.5

1.0

BORG +109.10

FL +110.05

FL +110.55

0.0

FL +109.85

FL +110.0

FL +110.9

FL +111.05

MAN HOLE (AS/ MEP)

108.00

TOM +109.75

FL+107.05

TOM +106.25

RAIN GARDEN

10 8.0

FL +106.55

7.5

10 6.5

FL +106.30

D-WALL DRAIN

6.2

7.0 10 6.1 0

6.5

FL +106.55

6.2

FL +106.30

FG +106.30

10 6.1 0

FG +106.30

FL +106.30 10 10

7.7

7.0

10 6.0

6.5

FL +106.30

10 7.2

TW +106.35

DC1

10 6.1 0

TW +106.35

FG +106.30

ABBREVIATIONS:

TW +106.35

FL +106.30

TW +106.35

(150mm dia pipes / 10nos.)

10 6.0

DE-SILTING CHAMBER

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

TW +106.35 TW +106.35

GOMTI RIVER

GRADING AND DRAINAGE REVISED AS/MEP COORDINATION

BM 13.09.2016

GRADING AND DRAINAGE REVISED AS/SITE CONDITIONS

PKT

BM 20.05.2016

R3 FOURTH ISSUE

VP 13.04.2016

R2 THIRD ISSUE

BM 08.03.2016

R1 SECOND ISSUE

VP 23.12.2015

R0 FIRST ISSUE

VP 10.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE C GRD-ACM-LS-CD-DWG-110-02

GRD-ACM-LS-CD-DWG-110-05 MATCHLINE B

LEVEL & GRADING PLAN (SHEET 1 OF 5)

SCALE

1:500 DRWN. BY

CHKD. BY

VP BM

APPD. BY

DATE

RELEASED FOR

10.12.2015 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-110-01

REV

R 5

GRD-ACM-LS-CD-DWG-110-03

MATCHLINE D

CH=-1600

CH=-1500

CH=-1400

MATCHLINE C

GRD-ACM-LS-CD-DWG-110-01

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

PARKING -C FOR DETAIL LEVEL AND GRADING REFER SHEET NO. - GRD-ACM-LS-CD-DWG-372-11

PARKING -B FOR DETAIL LEVEL AND GRADING REFER SHEET NO. - GRD-ACM-LS-CD-DWG-371-11

RL+112.25

3.0

11 2.5

TW (as/ site)

FL 100.0

1.5

800x450 IL +109.75

111.25

800x450 MH IL +109.75

11.0

TW +113.85

1.5

FL +110.55

109.75

FL +111.35

.50

110.50

11 2

109 .5

11 1.0

11 11

107.50

107.00

0.0

FL +109.55

FL +110.55

08.0

+ 110.5

1:5

FL +108.15

50 7.

7.8

0 8.0

+ 107.75

9.5

MAN HOLE (AS/ MEP)

8.0 0.2

10 9.5 5

6. 10

.75

FL +109.80

6.7

FL +109.8

+ 106.0

LOCATION AND IL AS/SITE

+ 106.50

0 05.5 +1 05.0 +1

5.5 0

06 .50

+ 106. 00

.00

5.50

+ 105.50

.50

WL + 106.60

+ 105. 50

05.5

+ 10

6.00

+ 10

5.50

FL +108.05

SWALE

10 9.7

9.7

FL +109.55

PERFORATED PIPE

109

.50

FL +109.55 109

10 9.0

FL +109.05

CULVERTS

FL +108.55 FL +106.65

RAIN GARDEN

8.0

5.0

WL + 106.0

5.50

+ 10

WATER CONTOU

108.0

10 7.0

+ 105.50 + 105.00

FL +108.55

10 7.5

WL + 105.7

WL + 105.7 WL + 105.7

FL +107.55

FL +107.125

+ 10

WL + 106.0

+ 106.0

FL +107.125

0 5.5 10 00 5. 10 +

FL +109.05 8.5

1:18

06 .0

+ 10

+ 106.5

WL + 105.7

FL +106.65

+ 106.00

1:4

+ 106.0

FL +106.350

.50

10 6

FL +109.85

10 9

0 6. 10

7.00

GRATED DRAIN (AS / MEP)

FL +109.85

+ 106.

WL + 107.20

5.0

7.0

FL +107.05

+ 108.0

+ 106.0

7. 10

.50

+ + 108.5

FL +107.55

+ 10

FL +108.05

FL +106.350

5 7. 10

5 10

7.5 10

FL +108.55

FILTRATION TANK (AS/ MEP)

11 10 9.7

6.0 10

7 3.

CATCH BASIN (AS/ MEP)

7.5

+ 109.0

VALLEY LINE FOR DRAINAGE

10 9.5 5

FL +108.05

07.5

WL + 106.0

FL +109.05 FL +106.125

TW +106.35

9.7

V/L

FL +109.85

FL +108.150

WL + 106.60

RIDGE LINE FOR DRAINAGE

9.0

FL +108.150

00 6.

1:7

+ 109.5

R/L

E AS/SIT

FL +109.85

0 6.5

FL +109.55

1:1

PLAZA 3

FL +109.85

FL +109.800

8.5

00 7.

06 0 + 1 05.5 +1

+ 110.0

FL +106.125

.00

STEPS LEVEL CHANGE

FL +109.55

106.25

9.5

1:45.6

FL +108.55

+ 106.00

106.50

9.0

FL +109.05

10 9.5 0 10 9.0 0

7.5

FL +107.60

FL +109.85

+ 110.0 + 109.5

0.5

10 8.0

FL +108.55

+ 110.5

10 9.

FL +108.80

FL +110.55

+ 111.0

FL +111.35

10 8.5 0

FL +108.15

5 109.7

109.00

108.00

10 8

109.0

108.50

1.2 11

109.50

FL +109.85

109.5

FL +111.35

LEVEL DROP TAG

0.5

0 108.5

11 2.3

109

FL +110.00

110.00

FL +111.05

110.0

110.50

110.0

111.0

109.0

11 0

FL +109.85

109.5 10 8.5

FL +110.05

110.0

10 8

11 1.2

FL +110.55

9.7

FL +111.350

BORG +107.55

11 1.0

CONTOUR INTERVAL CONTOUR

FL +110.05

11 0

110.50

1:26

ITE AS/S

111

0.00 FL +111.30

1:29 .5

FL +111.350

FL +111.05

FL +112.65

FL +111.35

11 1.5

FL +111.35

TW +113.85

FL +111.05

RL+112.5

FL +111.350

LEVEL TAG

111.5

11 1.0

FLOW DIRECTION/SLOPE

RL+112.5

AS/SITE

11 1.2

RL+112.5

LEVEL BY OTHERS

11 2

FL +111.350

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LEVELS & GRADING

TW (as/ site) MH

FL +111.35

PLANTING AREA

TW (as/ site)

FL +113.9

FL +112.40

GENERAL NOTE:

RIVER WATER

TW (as/ site)

FL +113.9

RAMP UP

(4NOS.)

10 6.2

8.5

10 6.5

D-WALL DRAIN

107.5

TW +106.0

107.2

AS/S IT

8.0

DC1

FL +108.05

DE-SILTING CHAMBER

ABBREVIATIONS: 10

7.5

FL +107.55

7.0

10 6.5

FL +107.10

GOMTI RIVER

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

GRADING AND DRAINAGE REVISED AS/MEP COORDINATION

BM 13.09.2016

GRADING AND DRAINAGE REVISED AS/SITE CONDITIONS

PKT

BM 20.05.2016

R3 FOURTH ISSUE

VP 13.04.2016

R2 THIRD ISSUE

BM 08.03.2016

R1 SECOND ISSUE

VP 23.12.2015

R0 FIRST ISSUE

VP 10.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE D GRD-ACM-LS-CD-DWG-110-03

GRD-ACM-LS-CD-DWG-110-01 MATCHLINE C

LEVEL & GRADING PLAN (SHEET 2 OF 5)

SCALE

1:500 DRWN. BY

CHKD. BY

VP BM

APPD. BY

DATE

RELEASED FOR

10.12.2015 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-110-02

REV

R 0

KEY PLAN

CH=-1777

CH=-1700

MATCHLINE D

GRD-ACM-LS-CD-DWG-110-02

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Park Road

RIVER WATER TW (as/ site)

LEVELS & GRADING

MH 113.5

113.0 113.0 112.5

RL+112.25

112.5

LEVEL BY OTHERS

112.0

AS/SITE

111.5

E AS/SIT

11 1.2

112.0

111.25

FLOW DIRECTION/SLOPE

111

.25

FL +111.35

FL 100.0

1:10 0

FL +111.35 FL +111.35

LEVEL TAG

FL +111.35

FL +111.30 11

1.2

11 1.5

0.00

111 .10

CONTOUR INTERVAL CONTOUR

(150mm dia pipes / 2nos.)

FL +111.35

1.0

LEVEL DROP TAG

11 1.7

FL +111.35

1.0

11 0.5

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

1.2

FL +109.85

109.75 11

AS/SITE

9.7

0.5

CATCH BASIN (AS/ MEP)

AS/S

FL +109.85

ITE

FL +109.85

MAN HOLE (AS/ MEP) AS/ SIT E

FL +109.85

0.2

9.7 5

FILTRATION TANK (AS/ MEP)

ENTRY 2 AS PER SEPARATE DETAIL

9.7

9.5

10 9.5

FL +109.80

9.7

GRATED DRAIN (AS / MEP)

11 0.0

FL +109.85

FL +109.55

SWALE 9.7

(150mm dia pipes / 3nos.)

9.0

FL +109.05

PERFORATED PIPE 10

9.5

FL +108.55

10 9.0

8.5

10 9.5

FL +109.85

CULVERTS RAIN GARDEN

FL +108.05

8.0

10 8.5

D-WALL DRAIN

FL +107.55

107.2

DC1

10 8.0

7.5

ABBREVIATIONS:

10 7.5

FL +107.55

FL +107.10 FL +107.10

DE-SILTING CHAMBER

7.0

C-5 (300 mm dia pipe/ 3nos)

10 7.0

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

FL +106.85 10 6.5

FL +106.85

6.5

10 7.3

6.0

FL +106.85

GRADING AND DRAINAGE REVISED AS/MEP COORDINATION

BM 13.09.2016

GRADING AND DRAINAGE REVISED AS/SITE CONDITIONS

PKT

BM 20.05.2016

R3 FOURTH ISSUE

VP 13.04.2016

R2 THIRD ISSUE

BM 08.03.2016

R1 SECOND ISSUE

VP 23.12.2015

R0 FIRST ISSUE

VP 10.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

FL +106.85

10 6

5.5 10 5.

10 25

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

FG +106.25

S.E.

TW +106.35 FG +106.25

BOAT HIRE FOR DETAIL LEVEL AND GRADING REFER SHEET NO. - GRD-ACM-LS-CD-DWG-370-01

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

GOMTI RIVER SHEET TITLE

GRD-ACM-LS-CD-DWG-110-02 MATCHLINE D

LEVEL & GRADING PLAN (SHEET 3 OF 5)

SCALE

1:500 DRWN. BY

CHKD. BY

VP BM

APPD. BY

DATE

RELEASED FOR

10.12.2015 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-110-03

REV

R 0

GRD-ACM-LS-CD-DWG-110-05

MATCHLINE A

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LEVELS & GRADING RL+112.25 1:

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

ZONE 2 FOR LEVEL & GRADING PLAN 1-02 REFER SHEET NO. GRD - ACM-LS-CD-DWG-320-0

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

NOTE: 1. 2.

RAMPS TO BE GENTLY MERGED WITH WALKWAY RAMP START AND END POINT REFER SHEET NO. GRD-ACM-LS-CD-DWG-410-22

SMOOTH TRANSITION

CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP) FILTRATION TANK (AS/ MEP) GRATED DRAIN (AS / MEP)

FG+113.95 FG+113.85

FG+113.98

FL+114.00

SWALE PERFORATED PIPE

FG+113.85

CULVERTS BR+111.97

RAIN GARDEN AS PER SITE

FL+113.93

FL+114.20

FL+113.74

D-WALL DRAIN DC1

DE-SILTING CHAMBER

FL+111.97

ABBREVIATIONS:

FL+112.00

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

FL +106.60

TOP OF STEP

FG +106.55

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

FL+113.74

FL+112.07

FG+111.95

FL +110.2 FL+110.295

FG+110.165

FL +108.4 FL +108.4 FL+110.52 FG+108.39

AS PER SITE

FG +106.55

FG +106.55 FL +106.60

AS PER SITE

FL +106.30

FG +106.25

AS PER SITE

FG +106.55

FG +106.25

TW +106.35

FL +106.60

LEVEL & GRADING AS / SITE CONDITION

R0 FIRST ISSUE

BM 13.09.2016

VP 26.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

FG +106.25

FL +106.30

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

FG +106.55 FL +106.60

TW +106.35

PROJECT NAME

4.6765

FG +106.25 FL +106.30

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

TW +106.35

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LEVEL & GRADING PLAN (SHEET 4 OF 5) MATCHLINE A GRD-ACM-LS-CD-DWG-110-05

GOMTI RIVER

SCALE

1:500 DRWN. BY

CHKD. BY

VP BM

APPD. BY

DATE

RELEASED FOR

26.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-110-04

REV

R 0

GRD-ACM-LS-CD-DWG-110-01

MATCHLINE B

MATCHLINE A

GRD-ACM-LS-CD-DWG-110-04

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LEVELS & GRADING RL+112.25

LEVEL BY OTHERS

1 1:

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

ZONE 2 PLAZA: CD-DWG-320-01-02 S-L CM -A RD G . NO G DW R FE FOR LEVEL & GRADING RE

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

NOTE: 1. 2.

RAMPS TO BE GENTLY MERGED WITH WALKWAY RAMP START AND END POINT REFER SHEET NO. GRD-ACM-LS-CD-DWG-410-22

FL +112.55

SMOOTH TRANSITION

CATCH BASIN (AS/ MEP)

FL +111.55

11 3

11 2.5

0.5

FL+114.03

11 2.0

TS+113.99

2.2

AS/SITE

11 2.0

11 1

FL +109.55

11 2.5

FL+114.03

2.0

10 9.5

MAN HOLE (AS/ MEP)

0.0

10 3

FL+114.03

FL +110.55

FILTRATION TANK (AS/ MEP)

10 9.0

11 1.0

11 0.7

GRATED DRAIN (AS / MEP)

FL +111.05

1.5

FG+113.98

11 0.0

1.0

11 0.5

FL +108.55

10 9.5

11 0.5

SWALE

FL +110.05

TE S/SI

11 1.6

10 9.5

11 1.0

FL +109.05

9.0 10

11 0

8.5

10 8.0

FL +107.55

7.5

9.5

10 9.0

FL +108.05

6.5

AS PER SITE

BR+106.69

FL +107.25

10 8.0

FL +107.55

AS PER SITE

6.0

7.6

6.5

6.0

FL+108.47

6.5

5 10

7.6

6.0

6.5

6.0

FL +106.55 FG +106.30

FL +106.55

6.5

FL +106.60

TW +106.35

6.0

FL +106.55

6.0

FG +106.30

FG +106.55

TW +106.35

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

R0 FIRST ISSUE

VP 26.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

FL +106.30

FG +106.25 TW +106.35

FL +106.30 FG +106.25 TW +106.35

FG +106.25

FINISH LEVEL

5.5 5

7.7

FL +106.30

10 7.0

6.0

FL +106.55

7.5

6.0

7.0

6.5

FL +106.75

7.0

FL +106.55

FINISH ROAD LEVEL

FG +106.7

FL+106.665

RL FL +107.25

FL +106.8

DE-SILTING CHAMBER

ABBREVIATIONS:

10 7.5

BR+106.80 6.0

FL +106.55

10 7

10 6.5

7.0

6.5

DC1

7.5

10 6.5

6.0 5

AS PER SITE

D-WALL DRAIN

10 8.5

BR+108.47

FL+110.246

RAIN GARDEN

10 8.0

FL+110.215

CULVERTS

11 0.5

BR+111.97 BR+110.245

PERFORATED PIPE

11 1.5

109.0

11 0.0

11 1.6

FL +106.30

BOAT

HIRE AS PER SEPARATE DETAIL

GOMTI RIVER

SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE B GRD-ACM-LS-CD-DWG-110-01

GRD-ACM-LS-CD-DWG-110-04 MATCHLINE A

LEVEL & GRADING PLAN (SHEET 5 OF 5)

SCALE

1:500 DRWN. BY

CHKD. BY

VP BM

APPD. BY

DATE

RELEASED FOR

26.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-110-05

REV

R 0

GRD-ACM-LS-CD-DWG-210-02

MATCHLINE C

CH=-1300

CH=-1200

CH=-1100

MATCHLINE B

GRD-ACM-LS-CD-DWG-210-05

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

F2.1 RIVER WATER F3.2

S1.2 02

S3.2 03

S3.2 01

S3.1 02

F8.1

RAILING

F7.1

F2.2

S2.1 11

F3.1

S3.2 02

F7.1

R6 S3.1 01

F1.2

R3 R3

R3 R5

F7.1

R3 R3

R5 R5

01 490-24

R5 R5

R5 R6

R5 R5

FURNITURE

F1.3

F1.1

R5 R5

S2.1 08

F1.2 R4

F1.3

S4.1 06

F4.1

S8.1

S2.1 13

FOR FURNITURE DETAILS, REFER FURNITURE & ARTWORK SCHEDULE, DWG. NO. GRD-ACM-LS-CD-DWG-070-01.

FOR FURNITURE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-450 TO 458.

FOR SIGNAGE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-460.

RAILING TYPE 6 600 MM ABOVE FFL

BENCH TYPE 1 PRECAST CONCRETE

BENCH TYPE 2 PRECAST CONCRETE WITH BACKREST

BENCH TYPE 3 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

F7.1 F1.4

F7.1

BENCH TYPE 4 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

F1.1 F1.5

R4 R1

R1 R2

PRECAST CONCRETE

2 SEATER CAFE TABLE

S2.1 19

S2.1 14

BENCH TYPE 6 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

F7.1 R2

F1.4

50mm ABOVE FFL

PRECAST CONCRETE

F1.5

NOTE:

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

F7.1

S8.1

RAILING TYPE 5

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

F1.4

S2.1 12

S2.1 07

STAND ALONE

F3.2 R4

S8.1

S2.1 09

RAILING TYPE 4

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

R5 R4

R6 R5

S2.1 15

GRAB BAR

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

S6.1 02

S2.1 06

F7.1

RAILING TYPE 3

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

S2.1 16

F7.1

ALONG BOARDWALK & DECK

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

RAILING TYPE 2

F1.4

OVER DWALL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

F1.2

F7.1

RAILING TYPE 1 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

S3.1 03

S2.1 10

F3.1

F7.1

TA TION 089 CE S 4. POLI RL 11 TOP SLAB

F8.1 F8.1

F1.5

S3.4 05

4 5 1 2 3

PATHWAY CENTRELINE

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

S5.1 04

S5.1 03

S8.1

4 SEATER CAFE TABLE

R1 R1

F1.2

F3.1

TREE GRATE TYPE 1

F4.1

GOMTI RIVER F5.1

F5.2

F6.1

REV. DESCRIPTION

DRWN CHKD

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

BICYCLE STAND

SHEET TITLE :

PLAZA

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

BOLLARD FIXED Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

BOLLARD REMOVABLE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

DRINKING FOUNTAIN Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

BOOM BARRIER

PROJECT NAME

F9.1

SCULPTURE

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

BOUGHT OUT PLANTER

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

S6.1 00

INTERPRETIVE PLAQUE Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-463-10

S8.1

PAINT MARKING Ref. Dwg. series GRD-ACM-LS-CD-462-20

GATEWAY SIGNAGE PEDESTRIAN ENTRY Ref. Dwg. series GRD-ACM-LS-CD-464-10

S2.1 00 MATCHLINE C GRD-ACM-LS-CD-DWG-210-02

GRD-ACM-LS-CD-DWG-210-05 MATCHLINE B

S5.1 00

S1.2 00

Ref. Dwg. series GRD-ACM-LS-CD-464-20

S.E.

F8.1

CAR WHEEL STOPPER

INTERPRETIVE SIGNAGE

DATE

AMENDMENT / ISSUE REGISTER

NEAR JANESHWAR MISHRA PARK )

S4.1 00

PB 13.09.2016

DE P A RTM E NT OF IRRIGATION & WATER RESOURCES, LUCKNOW , GOVT. OF UTTAR PRADESH

TREE GRATE TYPE 2

LITTER BIN F7.1

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

F3.2

R0 FIRST ISSUE

S3.1 00

S3.2 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-50

S3.4 00

SECONDARY PEDESTRIAN ENTRY SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-462-30

SHEET TITLE FURNITURE & SIGNAGE PLAN (SHEET 1 OF 5)

SCALE

1:500 DRWN. BY CHKD. BY APPD. BY

DATE

RELEASED FOR

13.09.2016 RK PB BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-210-01

REV

R 0

S3.1 04

S3.2 05 F3.1 F8.1

GRD-ACM-LS-CD-DWG-210-03

MATCHLINE D

CH=-1600

CH=-1500

CH=-1400

MATCHLINE C

GRD-ACM-LS-CD-DWG-210-01

F8.1

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE

S3.2 06

DIAPHRAGM WALL

S3.1 06

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

S3.2 04

PA S3.1 05 F7.1

F8.1

RIVER WATER

F3.1

RAILING

S2.1 27 S2.1 17

R6 R5

F4.1

F7.1

S8.1

F1.1

F7.1

S2.1 22

S2.1 24

RAILING TYPE 3 GRAB BAR

RAILING TYPE 4 STAND ALONE

RAILING TYPE 5

S8.1

F1.2

R2 R2

S4.1 08

R2 R2

F6.1 03

F1.2

S2.1 30 R2

FOR SIGNAGE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-460.

PRECAST CONCRETE

BENCH TYPE 2 PRECAST CONCRETE WITH BACKREST

BENCH TYPE 3

R2 R2

F1.4

BENCH TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

R2 R2

FOR FURNITURE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-450 TO 458.

600 MM ABOVE FFL

PRECAST CONCRETE

S2.1 25

F1.3

S4.1 07

F1.3

R2 R2

RAILING TYPE 6

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

FOR FURNITURE DETAILS, REFER FURNITURE & ARTWORK SCHEDULE, DWG. NO. GRD-ACM-LS-CD-DWG-070-01.

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

F1.1 R2

F7.1

S4.1 07

FURNITURE

F1.1

NOTE:

50mm ABOVE FFL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

S2.1 29

F7.1

ALONG BOARDWALK & DECK

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

F1.4

S2.1 18

RAILING TYPE 2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

F1.1

OVER DWALL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

R6 F7.1

RAILING TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

F7.1

S2.1 26

S2.1 23

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

R5 S2.1 28

S2.1 21 R3

S3.4 06

4 5 1 2 3

PATHWAY CENTRELINE

F7.1 R1

F1.5

R1 R1

F1.1

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

S5.1 06

PRECAST CONCRETE

2 SEATER CAFE TABLE

S5.1 05

BENCH TYPE 6 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

01 352-31

S2.1 20

PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

BENCH TYPE 4

F1.4

F3.1

R2 R2

REV. DESCRIPTION

F3.2 R2 R2

F1.5

F4.1

S5.1 07 F2.2

TREE GRATE TYPE 1

DRWN CHKD

F5.1

F5.2

36 35

F6.1

AMENDMENT / ISSUE REGISTER

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

BICYCLE STAND

SHEET TITLE :

PLAZA

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

BOLLARD FIXED Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

BOLLARD REMOVABLE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

DRINKING FOUNTAIN Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

LITTER BIN F7.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

BOOM BARRIER

PROJECT NAME

F9.1

SCULPTURE

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

BOUGHT OUT PLANTER

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

PAINT MARKING Ref. Dwg. series GRD-ACM-LS-CD-462-20

GATEWAY SIGNAGE PEDESTRIAN ENTRY Ref. Dwg. series GRD-ACM-LS-CD-464-10

INTERPRETIVE PLAQUE

Ref. Dwg. series GRD-ACM-LS-CD-463-10

S8.1

S1.2 00

Ref. Dwg. series GRD-ACM-LS-CD-464-20

S2.1 00 MATCHLINE D GRD-ACM-LS-CD-DWG-210-03

GRD-ACM-LS-CD-DWG-210-01 MATCHLINE C

S6.1 00

INTERPRETIVE SIGNAGE

S.E.

F8.1

NEAR JANESHWAR MISHRA PARK )

S5.1 00

DATE

DE P A RTM E NT OF IRRIGATION & WATER RESOURCES, LUCKNOW , GOVT. OF UTTAR PRADESH

TREE GRATE TYPE 2

S6.1 03

S4.1 00

BM 13.09.2016

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

F3.2

GOMTI RIVER

R0 FIRST ISSUE

F3.2

4 SEATER CAFE TABLE

S3.1 00

S3.2 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-50

S3.4 00

SECONDARY PEDESTRIAN ENTRY SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-462-30

SHEET TITLE FURNITURE & SIGNAGE PLANS (SHEET 2 OF 5)

SCALE

1:500 DRWN. BY CHKD. BY APPD. BY

DATE

RELEASED FOR

13.09.2016 RK VP BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-210-02

REV

R 0

CH=-1777

CH=-1700

MATCHLINE D

GRD-ACM-LS-CD-DWG-210-02

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

S3.4 07

CHAINAGE LINE DIAPHRAGM WALL RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Park Road

RIVER WATER

RAILING R4

RAILING TYPE 1 OVER DWALL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

S8.1

RAILING TYPE 2 ALONG BOARDWALK & DECK Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

RAILING TYPE 3 GRAB BAR Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

S2.1 32

RAILING TYPE 4 STAND ALONE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

S2.1 33 R6

S8.1

NOTE:

50mm ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

S2.1 31

F1.2

RAILING TYPE 5

FOR FURNITURE DETAILS, REFER FURNITURE & ARTWORK SCHEDULE, DWG. NO. GRD-ACM-LS-CD-DWG-070-01.

FOR FURNITURE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-450 TO 458.

FOR SIGNAGE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-460.

RAILING TYPE 6 600 MM ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

FURNITURE

F1.2

F1.1

BENCH TYPE 1 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

F1.2

BENCH TYPE 2 PRECAST CONCRETE WITH BACKREST Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

F1.3

BENCH TYPE 3 PRECAST CONCRETE

S2.1 34

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

F1.4

BENCH TYPE 4 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

F1.5

BENCH TYPE 6 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

2 SEATER CAFE TABLE B1

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

F7.1

S6.1 04

S6.1 05 S2.1 37

4 SEATER CAFE TABLE

S6.1 06 F3.1

F7.1

F3.2

S6.1 07

F4.1

REV. DESCRIPTION

BM 13.09.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

S4.1 09 R4

TREE GRATE TYPE 1

R0 FIRST ISSUE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

DE P A RTM E NT OF IRRIGATION & WATER RESOURCES, LUCKNOW , GOVT. OF UTTAR PRADESH

BICYCLE STAND

SHEET TITLE :

TREE GRATE TYPE 2 PLAZA

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

R3 R3 R2

F5.1

S2.1 35

BOLLARD FIXED Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

R2 R2

S5.1 08

F5.2

01 352-31

R2 R2

F6.1

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

BOLLARD REMOVABLE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

DRINKING FOUNTAIN Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

S.E.

R2 R2

LITTER BIN

S5.1 09

F7.1

F1.5

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

F3.2

F8.1

BOOM BARRIER

PROJECT NAME

S5.1 10

F9.1

SCULPTURE

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

BOUGHT OUT PLANTER

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

NEAR JANESHWAR MISHRA PARK )

S6.1 05

CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

GOMTI RIVER S4.1 00

GRD-ACM-LS-CD-DWG-210-02 MATCHLINE D

S5.1 00

S6.1 00

INTERPRETIVE SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-20

S1.2 00

Ref. Dwg. series GRD-ACM-LS-CD-464-10

INTERPRETIVE PLAQUE Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

S2.1 00

S3.1 00

Ref. Dwg. series GRD-ACM-LS-CD-463-10

S8.1

PAINT MARKING

GATEWAY SIGNAGE PEDESTRIAN ENTRY

S3.2 00

Ref. Dwg. series GRD-ACM-LS-CD-462-20

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-50

S3.4 00

SECONDARY PEDESTRIAN ENTRY SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-462-30

SHEET TITLE FURNITURE & SIGNAGE PLANS (SHEET 3 OF 5)

SCALE

1:500 DRWN. BY CHKD. BY APPD. BY

DATE

RELEASED FOR

13.09.2016 RK PB BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-210-03

REV

R 0

GRD-ACM-LS-CD-DWG-210-05

MATCHLINE A

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

RAILING R6

RAILING TYPE 1 OVER DWALL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

700

RAILING TYPE 2 ALONG BOARDWALK & DECK

CH =

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

RAILING TYPE 3 GRAB BAR Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

RAILING TYPE 4 STAND ALONE

600 = CH

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

RAILING TYPE 5 50mm ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

S1.2 01 01 324-41

F2.2 F1.1

F5.1

F3.2

F7.1

F5.2

FOR FURNITURE DETAILS, REFER FURNITURE & ARTWORK SCHEDULE, DWG. NO. GRD-ACM-LS-CD-DWG-070-01.

FOR FURNITURE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-450 TO 458.

FOR SIGNAGE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-460.

RAILING TYPE 6 600 MM ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

FURNITURE F1.1

S3.4 01

BENCH TYPE 1 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

S4.1 01

F7.1

NOTE:

F1.2

BENCH TYPE 2 PRECAST CONCRETE WITH BACKREST

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

F1.3

PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

F1.4

BENCH TYPE 4 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

F7.1 F1.1 F1.5 S4.1 02

R3 R3

PRECAST CONCRETE

2 SEATER CAFE TABLE

BENCH TYPE 6 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

BENCH TYPE 3

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

R4 R3 R3

R4 R4

R0 FIRST ISSUE

REV. DESCRIPTION

BM 13.09.2016

DRWN CHKD

DATE

F3.2

F3.1

F1.1

TREE GRATE TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

DE P A RTM E NT OF IRRIGATION & WATER RESOURCES, LUCKNOW , GOVT. OF UTTAR PRADESH

BICYCLE STAND

SHEET TITLE :

F1.1

F3.2

S8.1

F4.1 S2.1 01

F4.1

F5.1 F1.4 F1.3

F5.2

TREE GRATE TYPE 2 PLAZA

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

BOLLARD FIXED Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

F6.1

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

BOLLARD REMOVABLE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

S4.1 03

AMENDMENT / ISSUE REGISTER

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

4 SEATER CAFE TABLE

DRINKING FOUNTAIN Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

S.E.

R1 R1 R1 R1

F1.2

LITTER BIN

R1 R1

F7.1

R2 R2

R1 R1 R1

F1.2

R1 R1 R1 4 .6765

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

F7.1

S5.1 01

F8.1

BOOM BARRIER

PROJECT NAME

F9.1

SCULPTURE

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

BOUGHT OUT PLANTER

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

F1.2

R1 R1 R1

R1 R1

NEAR JANESHWAR MISHRA PARK )

CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

GOMTI RIVER

S5.1 00

S6.1 00

INTERPRETIVE SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

PAINT MARKING Ref. Dwg. series GRD-ACM-LS-CD-462-20

GATEWAY SIGNAGE PEDESTRIAN ENTRY Ref. Dwg. series GRD-ACM-LS-CD-464-10

INTERPRETIVE PLAQUE

Ref. Dwg. series GRD-ACM-LS-CD-463-10

S8.1

S1.2 00

Ref. Dwg. series GRD-ACM-LS-CD-464-20

S2.1 00 MATCHLINE A GRD-ACM-LS-CD-DWG-210-05

S4.1 00

S3.1 00

S3.2 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-50

S3.4 00

SECONDARY PEDESTRIAN ENTRY SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-462-30

SHEET TITLE FURNITURE & SIGNAGE PLANS (SHEET 4 OF 5)

SCALE

1:500 DRWN. BY CHKD. BY APPD. BY

DATE

RELEASED FOR

13.09.2016 RK PB BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-210-04

REV

R 0

GRD-ACM-LS-CD-DWG-210-01

MATCHLINE B

MATCHLINE A

GRD-ACM-LS-CD-DWG-210-04

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE

1000

DIAPHRAGM WALL

800 = CH

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

CH = -

900

CH = -

RAMP UP

RAILING R6

RAILING TYPE 1 OVER DWALL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

RAILING TYPE 2 ALONG BOARDWALK & DECK Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

RAILING TYPE 3 GRAB BAR Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

RAILING TYPE 4 STAND ALONE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

RAILING TYPE 5 50mm ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

F7.1 R6

S3.4 04

FOR FURNITURE DETAILS, REFER FURNITURE & ARTWORK SCHEDULE, DWG. NO. GRD-ACM-LS-CD-DWG-070-01.

FOR FURNITURE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-450 TO 458.

FOR SIGNAGE DETAILS, REFER DRAWING SERIES GRD-ACM-LS-CD-DWG-460.

RAILING TYPE 6 600 MM ABOVE FFL Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

S3.4 03

NOTE:

FURNITURE

S3.4 02 F7.1

F1.1

BENCH TYPE 1 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

R3 R3

F1.4 F7.1

R3 R3

S2.1 05

F1.5

PRECAST CONCRETE

BENCH TYPE 6 PRECAST CONCRETE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

F7.1

BENCH TYPE 4 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

F1.5

F1.4 S4.1 05

R3 R3

F1.1

BENCH TYPE 3 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

F1.1

PRECAST CONCRETE WITH BACKREST

PRECAST CONCRETE

F3.1

F1.3

F3.2

BENCH TYPE 2 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

F1.2

2 SEATER CAFE TABLE

S2.1 03

F1.1

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

F7.1

R4 R3

R4 R4

R3 R3

F1.1

4 SEATER CAFE TABLE

R0 FIRST ISSUE

REV. DESCRIPTION

BM 13.09.2016

DRWN CHKD

DATE

R3 R3

R1 R1

R3 R3

TREE GRATE TYPE 1

F7.1

F3.2

R1 R1

F1.2

R1 R1

F4.1

F7.1

AMENDMENT / ISSUE REGISTER

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

F1.2

S2.1 02

F3.1

F4.1

S4.1 04

S8.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

DE P A RTM E NT OF IRRIGATION & WATER RESOURCES, LUCKNOW , GOVT. OF UTTAR PRADESH

BICYCLE STAND

SHEET TITLE :

TREE GRATE TYPE 2 PLAZA

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

R1 R1

F1.2

S8.1

S2.1 04

F5.1

R1 R2

F1.2

BOLLARD FIXED Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

SUBMITTED BY

RECOMMENDED BY

R1 R1

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

R1 R1

S5.1 02

F5.2

BOLLARD REMOVABLE Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

R1 R1 R1 R1 R1 R1

F1.2 S6.1 01

F6.1 F7.1

DRINKING FOUNTAIN Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

LITTER BIN

GOMTI RIVER

F7.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

F8.1

BOOM BARRIER

PROJECT NAME

F9.1

SCULPTURE

LANDSCAPE MASTER PLAN & DETAIL DESIGN FOR DEVELOPMENT OF GOMTI RIVERFRONT

BOUGHT OUT PLANTER

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR NEAR JANESHWAR MISHRA PARK )

CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

GRD-ACM-LS-CD-DWG-210-04 MATCHLINE A

S5.1 00

S6.1 00

INTERPRETIVE SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

PAINT MARKING Ref. Dwg. series GRD-ACM-LS-CD-462-20

GATEWAY SIGNAGE PEDESTRIAN ENTRY Ref. Dwg. series GRD-ACM-LS-CD-464-10

INTERPRETIVE PLAQUE

Ref. Dwg. series GRD-ACM-LS-CD-463-10

S8.1

S1.2 00

Ref. Dwg. series GRD-ACM-LS-CD-464-20

S2.1 00 MATCHLINE B GRD-ACM-LS-CD-DWG-210-01

S4.1 00

S.E.

S3.1 00

S3.2 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-50

S3.4 00

SECONDARY PEDESTRIAN ENTRY SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-462-30

SHEET TITLE FURNITURE & SIGNAGE PLANS (SHEET 5 OF 5)

SCALE

1:500 DRWN. BY CHKD. BY APPD. BY

DATE

RELEASED FOR

13.09.2016 RK PB BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-210-05

REV

R 0

GRD-ACM-LS-CD-DWG-220-02

MATCHLINE A

CH=-1300 CH=-1100

MATCHLINE A

GRD-ACM-LS-CD-DWG-220-05

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LIGHTING L1 - PEDESTRIAN POLE LIGHT L2 - BOLLARD LIGHT L3 - RAILING LIGHT L4a - WALL RECESS LIGHT L4b - STEPS & RAMP LIGHT

0.90

EQ 14.50

EQ 0.90

EQ 0 6.0

EQ 5.8 2

0.30

0.90

EQ 6.00

12.00

L5 L5

L10

4.60

EQ 4.60

L1 L5

0.90

L5 L5

L1 L1 L3 L3

L3 EQ

L13 -STREET LT, DOUBLE ARM

L1 EQ

L14 - FEATURE POLE LIGHT EQ

L15 - UNDER WATER LIGHT TYPE 2

0.90

L12 -STREET LT, SINGLE ARM

EXISTING MAST LIGHT

L3 EQ

L1 L3 EQ

EQ 12.00

NOTE: 1. L1, L8 POLE LIGHTS TO BE FIXED 900MM FROM EDGE OF PATHWAY, UNLESS OTHERWISE SPECIFIED. 2. L2 BOLLARD LIGHTS TO BE FIXED 300MM FROM THE EDGE OF THE PATHWAY, UNLESS OTHERWISE SPECIFIED.

L10 - LINEAR LIGHT

12.00

L9 - UNDER WATER LIGHT TYPE 1

L3 EQ

0.90

EQ 0 12.0

0.90

12.00 EQ

L8 - POLE LIGHT

0.90

EQ 0 6.0 EQ

L6 - UP & DOWN LIGHT

EQ 15.6 0

12.00

3.00 3.00

3.00

3.00 3.00

0.3

EQ 12.00

0.30

EQ 15.00

0.30

0.90

L5 - SPOT LIGHT / GROUND UPLIGHTER

6.00

EQ 6.00

0.30

EQ EQ

EQ 5.80

4 5 1 2 3

PATHWAY CENTRELINE

L1 L3

L3 EQ

5.50

L1 L3 EQ

L3 EQ

L3 EQ 4.60

L3 4.60

L10

R1 TAGGING UPDATED

25.09.2016

R0 FIRST ISSUE

02.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

GOMTI RIVER SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE A GRD-ACM-LS-CD-DWG-220-02

GRD-ACM-LS-CD-DWG-220-05 MATCHLINE A

LIGHTING PLAN (SHEET 1 OF 5)

SCALE

DATE

1:500

02.09.2016

DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-220-01

R 1

GRD-ACM-LS-CD-DWG-220-03

MATCHLINE A

CH=-1600

CH=-1500

CH=-1400

MATCHLINE A

GRD-ACM-LS-CD-DWG-220-01

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LIGHTING L1 - PEDESTRIAN POLE LIGHT L2 - BOLLARD LIGHT

L3 - RAILING LIGHT

EQ 14.82

L4a - WALL RECESS LIGHT

0.90

L4b - STEPS & RAMP LIGHT

EQ 73 15. EQ

L5 - SPOT LIGHT / GROUND UPLIGHTER

EQ 6.00 0.30

0.90

EQ EQ

0.90

L2 0.30

EQ 6.00

0.30

EQ EQ

EQ 6.00

EQ 10.50

EQ 0 6.0

EQ EQ

EQ EQ EQ

LOCATION AND IL AS/SITE

L1 L3 4.60

L3 EQ 4.60

L3 EQ

L3 EQ 4.60

L3 EQ

L15 - UNDER WATER LIGHT TYPE 2

L3 EQ

EXISTING MAST LIGHT

L1 E 11 Q .5 0

L10

01 354-01

EQ EQ

EQ 4.6 0

R1 TAGGING UPDATED

25.09.2016

R0 FIRST ISSUE

02.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

GOMTI RIVER SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE A GRD-ACM-LS-CD-DWG-220-03

LIGHTING PLAN (SHEET 2 OF 5) GRD-ACM-LS-CD-DWG-220-01 MATCHLINE A

L14 - FEATURE POLE LIGHT

0.90

X=497061.23 Y=2969086.34

5.50

L10 - LINEAR LIGHT

L13 -STREET LT, DOUBLE ARM

L9 - UNDER WATER LIGHT TYPE 1

L12 -STREET LT, SINGLE ARM

NOTE: 1. L1, L8 POLE LIGHTS TO BE FIXED 900MM FROM EDGE OF PATHWAY, UNLESS OTHERWISE SPECIFIED. 2. L2 BOLLARD LIGHTS TO BE FIXED 300MM FROM THE EDGE OF THE PATHWAY, UNLESS OTHERWISE SPECIFIED.

EQ 6.0 0

0.90

5.50

L2 EQ

L8 - POLE LIGHT

EQ 12.27

EQ EQ

L2 EQ

EQ EQ

0.90

EQ 0 .0 15

L6 - UP & DOWN LIGHT

0.30

0.90

0.30

0.90

EQ 6.00

6.00

SCALE

DATE

1:500

02.09.2016

DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-220-02

R 1

CH=-1777

CH=-1700

MATCHLINE A

GRD-ACM-LS-CD-DWG-220-02

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Park Road

PER CLIENT ENTRY PLAZA 2 UPDATED AS

REQUIREMENT

RIVER WATER 01 361-01

4.5

5.0 0

5.0

LIGHTING

5.0 0

L1 - PEDESTRIAN POLE LIGHT L2 - BOLLARD LIGHT

EQ 15.73

EQ EQ

L3 - RAILING LIGHT 0.90

0.90

14.9 0

14.

L4a - WALL RECESS LIGHT 90

0.90

L4b - STEPS & RAMP LIGHT

4.9 2

L5 - SPOT LIGHT / GROUND UPLIGHTER L6 - UP & DOWN LIGHT

EQ 6.00

L8 - POLE LIGHT

0.30

L2 0.30

L10 - LINEAR LIGHT

5.0

L9 - UNDER WATER LIGHT TYPE 1

L12 -STREET LT, SINGLE ARM

EQ EQ

L2 EQ

5.0 0

6.0

L14 - FEATURE POLE LIGHT

0 5.0

L13 -STREET LT, DOUBLE ARM

EQ 6.0 0

L15 - UNDER WATER LIGHT TYPE 2

.00

NOTE: 1. L1, L8 POLE LIGHTS TO BE FIXED 900MM FROM EDGE OF PATHWAY, UNLESS OTHERWISE SPECIFIED. 2. L2 BOLLARD LIGHTS TO BE FIXED 300MM FROM THE EDGE OF THE PATHWAY, UNLESS OTHERWISE SPECIFIED.

E 10 Q .00

1.12

EXISTING MAST LIGHT

E 12 Q .00

R1 TAGGING UPDATED

25.09.2016

R0 FIRST ISSUE

02.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

L1 0.90

, EQ

SHEET TITLE :

0.90

01 352-41

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

L3 L3

L10 L3 L3

EQ EQ

PROJECT NAME EQ

EQ 4.60

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

GOMTI RIVER SHEET TITLE

GRD-ACM-LS-CD-DWG-220-02 MATCHLINE A

LIGHTING PLAN (SHEET 3 OF 5)

SCALE

DATE

1:500

02.09.2016

DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-DD-DWG-220-03

REV

R 1

GRD-ACM-LS-CD-DWG-220-05

MATCHLINE A

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

L9 - UNDER WATER LIGHT TYPE 1

NOTE: 1. L1, L8 POLE LIGHTS TO BE FIXED 900MM FROM EDGE OF PATHWAY, UNLESS OTHERWISE SPECIFIED. 2. L2 BOLLARD LIGHTS TO BE FIXED 300MM FROM THE EDGE OF THE PATHWAY, UNLESS OTHERWISE SPECIFIED.

L10 - LINEAR LIGHT L12 -STREET LT, SINGLE ARM L13 -STREET LT, DOUBLE ARM L14 - FEATURE POLE LIGHT L15 - UNDER WATER LIGHT TYPE 2 EXISTING MAST LIGHT

R1 TAGGING UPDATED

25.09.2016

R0 FIRST ISSUE

02.09.2016

DRWN CHKD

REV. DESCRIPTION 15.00

DATE

AMENDMENT / ISSUE REGISTER

EQ EQ 0 15.0

, L1

SHEET TITLE : 0.90

EQ 12.0 4

L1 0.90 EQ EQ 12.0 0

EQ 12.00 EQ

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

L10

PROJECT NAME

4.6765

L1 L1

RECOMMENDED BY

SUBMITTED BY

L1 L1

0.90

EQ 0 15.0

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

GOMTI RIVER

LIGHTING PLAN (SHEET 4 OF 5) MATCHLINE A GRD-ACM-LS-CD-DWG-220-05

12.00

EQ 12.00

SCALE

DATE

1:500

02.09.2016

DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-220-04

R 1

GRD-ACM-LS-CD-DWG-220-01

MATCHLINE A

GRD-ACM-LS-CD-DWG-220-04

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE

4 5 1 2 3

PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LIGHTING L1 - PEDESTRIAN POLE LIGHT L2 - BOLLARD LIGHT L3 - RAILING LIGHT L4a - WALL RECESS LIGHT L4b - STEPS & RAMP LIGHT L5 - SPOT LIGHT / GROUND UPLIGHTER L6 - UP & DOWN LIGHT

EQ EQ

EQ 5.80

0.30

L2 L2

EQ 15.00

L2 EQ

0.90

L13 -STREET LT, DOUBLE ARM

L2 EQ

L14 - FEATURE POLE LIGHT L15 - UNDER WATER LIGHT TYPE 2

EXISTING MAST LIGHT

12.00

EQ 12.00

L2 EQ

0.90

L12 -STREET LT, SINGLE ARM

0.90

L9 - UNDER WATER LIGHT TYPE 1

EQ 15.00

L8 - POLE LIGHT

L10 - LINEAR LIGHT

0.90

0.30

EQ 5.80

NOTE: 1. L1, L8 POLE LIGHTS TO BE FIXED 900MM FROM EDGE OF PATHWAY, UNLESS OTHERWISE SPECIFIED. 2. L2 BOLLARD LIGHTS TO BE FIXED 300MM FROM THE EDGE OF THE PATHWAY, UNLESS OTHERWISE SPECIFIED.

R1 TAGGING UPDATED

25.09.2016

R0 FIRST ISSUE

02.09.2016

15.00 15.00

15.00

0.90 EQ 0 12.0

EQ EQ

EQ 4.60

0.90

L1 L1

EQ 4.60

4.60

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

EQ 4.60

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

L10

GOMTI RIVER

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

MATCHLINE A GRD-ACM-LS-CD-DWG-220-01

LIGHTING PLAN (SHEET 5 OF 5) GRD-ACM-LS-CD-DWG-220-04 MATCHLINE A

EQ 12.00

0.90

14.

DRWN CHKD

REV. DESCRIPTION

SCALE

DATE

1:500

02.09.2016

DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-220-05

R 1

8 7 6 5

7 6 5

KEY PLAN

GENERAL NOTES :08 000-00

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LANDSCAPE SECTION SCALE: 1:200 @A1

NOTE: SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP LEGEND: EXISTING GROUND PROFILE GREEN PATHWAY

GREEN IN slope

SWALE

GREEN IN SLOPE

PATHWAY

GREEN

GREEN IN slope

PLANTING

PROPOSED GROUND PROFILE HARDSCAPE

SWALE

PATHWAY

FILL

07 000-00

INTERCEPTOR DRAIN PIPE (as per other consultant)

LANDSCAPE SECTION SCALE: 1:200 @A1

R0 FIRST ISSUE

06 000-00

LANDSCAPE SECTION

VP 18.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

SCALE: 1:200 @A1 AMENDMENT / ISSUE REGISTER

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

GREEN IN slope

GREEN

PATHWAY SWALE

05 000-00

LANDSCAPE SECTION SCALE: 1:200 @A1

PATHWAY SWALE

GREEN IN slope

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

GREEN IN slope

SHEET TITLE LANDSCAPE SITE SECTION FOR CUT & FILL ANALYSIS

SCALE

DATE

1:200

18.12.2015

DRWN. BY CHKD. BY APPD. BY

GK VP BM

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-03

R 0

KEY PLAN

GREEN IN SLOPE

GENERAL NOTES :-

GREEN MATCHLINE A

GREEN IN SLOPE

NOTE: SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE HARDSCAPE FILL DRAIN PIPE (as per other consultant) GREEN

MATCHLINE A

GREEN

GREEN STEPS

01 000-00

GREEN STEPS

PLANTING STEPS

LANDSCAPE SECTION SCALE: 1:200 @A1

FG+109.7

FL+106.85

FG+106.5

FG+106.7 R0 FIRST ISSUE

VP 18.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

IL. + 101.46

CLIENT GREEN

PATHWAY SWALE

GREEN IN SLOPE

GREEN

GREEN PATHWAY

SWALE

GREEN IN SLOPE

GREEN MATCHLINE B

GREEN IN SLOPE

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FG+113.0

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

FG+111.3

MATCHLINE B

SHEET TITLE LANDSCAPE SITE SECTION FOR CUT & FILL ANALYSIS

SCALE

DATE

1:200

18.12.2015

DRWN. BY CHKD. BY APPD. BY

GREEN

GREEN PATHWAY

02 000-00

SWALE

LANDSCAPE SECTION SCALE: 1:200 @A1

GREEN IN SLOPE

GK VP BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

PLANTING

RELEASED FOR

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-01

R 0

KEY PLAN

GENERAL NOTES :HARDSCAPE IN SLOPE

HARDSCAPE

GREEN IN SLOPE

PATHWAY

SWALE

GREEN IN SLOPE

MATCHLINE A

HARDSCAPE

NOTE: SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE HARDSCAPE FILL DRAIN PIPE (as per other consultant)

GREEN

MATCHLINE A

GREEN IN SLOPE

GREEN PATHWAY

03 000-00

SWALE

GREEN IN SLOPE PLANTING

LANDSCAPE SECTION SCALE: 1:200 @A1

FG+113.0 FG+111.2

R0 FIRST ISSUE

VP 18.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

CLIENT HARDSCAPE IN SLOPE

HARDSCAPE PATHWAY

GREEN SWALE

GREEN IN SLOPE MATCHLINE B

HARDSCAPE

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FG+113.0

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

MATCHLINE B

SHEET TITLE LANDSCAPE SITE SECTION FOR CUT & FILL ANALYSIS

SCALE

DATE

1:200

18.12.2015

DRWN. BY CHKD. BY APPD. BY

PLANTING

GK VP BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 04 000-00

LANDSCAPE SECTION SCALE: 1:200 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-02

R 0

10 11 12

KEY PLAN

IL. + 101.46

GREEN

GREEN IN SLOPE

PATHWAY SWALE

12 000-00

GREEN PATHWAY

GREEN

GREEN IN SLOPE

GENERAL NOTES :-

PLANTING

SWALE

LANDSCAPE SECTION SCALE: 1:200 @A1

NOTE: SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE HARDSCAPE FILL DRAIN PIPE (as per other consultant)

11 000-00

LANDSCAPE SECTION SCALE: 1:200 @A1

FG+113.0 FG+111.2

TW+106.15 R0 FIRST ISSUE

VP 18.12.2015

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

IL. + 101.46

CLIENT PATHWAY

SWALE

GREEN IN SLOPE

HARDSCAPE IN SLOPE

SWALE

GREEN

SWALE PATHWAY

10 000-00

GREEN

GREEN IN SLOPE PLANTING

LANDSCAPE SECTION SCALE: 1:200 @A1

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION FOR CUT & FILL ANALYSIS

SCALE

DATE

1:200

18.12.2015

DRWN. BY CHKD. BY APPD. BY

GK VP BM

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 09 000-00

LANDSCAPE SECTION SCALE: 1:200 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-04

R 0

ENTRY 2

113.0 112.5 112.0 111.5 111.2

113.0 112.5

112.0 111.5 111.0

111.2

110.5

111.0

110.0

110.5 109.5 111.2

110.0

111.2 111.0

111.0

109.5

111.25

110.5

109.0

110.5 110.0 11

110.0

KEY PLAN

108.5

1.2

11 1.0

109.5

11 0.5

109.0

0.0 11

108.5

108 .5 108.0

10 9.5

108.0

107.5

109.0

107.5

108.5

9.0

107.0 10

108.0

8.5

107.0

10 7.5

7.0

107.0

108.5

10 6.2

107.5

.0 109

6. 5

8.0 10

106.5

107.0

107.5

108.0

106.5

10 6.2

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE:

KEY PLAN

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

FG+111.2 TW+110.5 TW+109.25 TW+106.75

WETLAND

TW+108.0

GREEN

PATHWAY

SWALE

GREEN

GREEN IN SLOPE

GREEN

PATHWAY

B/W R0 FIRST ISSUE

18.370 15 230-18

5.335

3.185

2.595

2.445

3.185

10.815

7.005

4.305

REV. DESCRIPTION

05.02.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

LANDSCAPE SECTION -15 (CHAINAGE 1300 - 1400) SCALE: 1:150 @A1

CLIENT ,

PROJECT NAME FL+111.25 ( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION

SCALE

DATE

1:150

05.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 14 230-18

LANDSCAPE SECTION -14 (CHAINAGE 1300 - 1400) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-18

R 0

CH=-1600

CH=-1500

CH=-1400

ENTRY 2

111.25

KEY PLAN

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE:

KEY PLAN

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE LEGEND:

FG+113.0

EXISTING GROUND PROFILE PROPOSED GROUND PROFILE

FG+111.2

FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

FL+106.15

25.870

PATHWAY

SWALE

19.175

GREEN IN SLOPE

GREEN

SWALE

GREEN 7.320

17 230-19

GREEN

GREEN IN SLOPE

GREEN

PATHWAY 5.185

2.680

32.120

3.015

2.400

3.170

B/W 3.585

7.005

4.275

R0 FIRST ISSUE

LANDSCAPE SECTION -17 (CHAINAGE 1400 - 1500) SCALE: 1:150 @A1

05.02.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

CLIENT , FG+113.0

PROJECT NAME

FG+111.2

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

TW+106.75

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 10.530

WETLAND

GREEN

PATHWAY

SWALE

GREEN IN SLOPE

15.990

GREEN

SWALE

7.005

GREEN

GREEN IN SLOPE

GREEN

PATHWAY 17.980

5.660

3.050

15.550

4.255

2.415

3.185

B/W 6.135

7.005

4.275

SCALE

DATE

1:150

05.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 16 230-19

LANDSCAPE SECTION -16 (CHAINAGE 1400 - 1500) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-19

R 0

TOE

CH=-1400

CH=-1500

BUND

CH=-1300

ENTRY 2

111.25

KEY PLAN

1:90

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE:

KEY PLAN

25.335

PATHWAY

SWALE

PATHWAY SWALE

15.615

GREEN IN SLOPE

GREEN

SWALE

GREEN IN SLOPE

GREEN

PATHWAY

GREEN 4.805

8.010

3.845

3.770

2.680

29.325

6.010

2.400

B/W

3.185

12.030

4.390

0.970 19 230-20

R0 FIRST ISSUE

LANDSCAPE SECTION -19 (CHAINAGE 1300 - 1400) SCALE: 1:150 @A1

05.02.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

TW+114.05 FG+113.0

PROJECT NAME

FG+111.2

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FL+106.10

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 27.260

GREEN

PATHWAY

SWALE

GREEN

10.970

GREEN IN SLOPE

SWALE GREEN

5.520

2.680

13.020

27.260

7.005

GREEN

GREEN IN SLOPE

LANDING

PATHWAY 2.400 1.815

3.170

B/W 3.585

7.005

4.275

SCALE

DATE

1:150

05.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 18 230-20

LANDSCAPE SECTION -18 (CHAINAGE 1300 - 1400) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-20

R 0

RL=1

1 RL=1

0 13.75

CH=-1200

3.780

CHAINAGE

CHAINAGE 11 CH=-1100

ENTRY

EXIT

EXIT/ ENTRY

L sting boundary wall RY WALexi EXISTING BOUNDA PARKING TWO WHEELER

CAR PARKING

0 03

KEY PLAN

28 26

CAR PARKING

2 24

111.0

110.5

3 B1

110.0

109.5

GENERAL NOTES :-

109.0 108.5 109.7 109.5

108.0

109.0

108.5

109.7

109.0

109.5

109.7

108.5

108.2 108.0 107.5 107.0

109.5 109.0 108.5

108.0 107.5 107.0

108.0

1:90

107.5

107.0

B2 107.0

106.5

B1 B1

4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

KEY PLAN

87.198

81.094

84.962

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

7.700

GREEN

PATHWAY

12.220

GREEN IN SLOPE

18.610

PATHWAY SWALE

GREEN

SWALE

14.015

SWALE

GREEN

GREEN IN SLOPE

GREEN

PATHWAY

B/W R0 FIRST ISSUE

4.885 21 230-21

2.445

12.480

3.800

2.695

6.405

2.540

3.185

8.035

14.015

DRWN CHKD

REV. DESCRIPTION

4.300

VP 03.02.2016 DATE

AMENDMENT / ISSUE REGISTER

LANDSCAPE SECTION -21 (CHAINAGE 1200 - 1300) SCALE: 1:150 @A1

CLIENT , FG+113.0

PROJECT NAME

FG+110.0

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 3.725

GREEN

PATHWAY GREEN 2.450

4.845

22.975

SWALE 2.445

PATHWAY SWALE

18.895

GREEN IN SLOPE

GREEN

3.795

SWALE

GREEN IN SLOPE

GREEN

PATHWAY

GREEN IN SLOPE

4.460

12.040

3.800

2.680

12.700

9.450

2.465

3.085

B/W 15.935

4.385

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 20 230-21

LANDSCAPE SECTION -20 (CHAINAGE 1200 - 1300) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-21

R 0 1

RL=1

1 RL=1

0 13.75

CH=-1200

3.780

CHAINAGE

CHAINAGE 11 CH=-1100

ENTRY

EXIT

EXIT/ ENTRY

L sting boundary wall RY WALexi EXISTING BOUNDA PARKING TWO WHEELER

CAR PARKING

0 03

KEY PLAN

28 26

CAR PARKING

2 24

111.0

110.5

3 B1

110.0

109.5

GENERAL NOTES :-

109.0 108.5 109.7 109.5

108.0

109.0

108.5

109.7

109.0

109.5

109.7

108.5

108.2 108.0 107.5 107.0

109.5 109.0 108.5

108.0 107.5 107.0

108.0

1:90

107.5

107.0

B2 107.0

106.5

B1 B1

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

87.198

KEY PLAN

81.094

84.962

R0 FIRST ISSUE

VP 03.02.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

23 230-22

LANDSCAPE SECTION -23 (CHAINAGE 1100 - 1200)

CLIENT

SCALE: 1:150 @A1

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 22 230-22

LANDSCAPE SECTION -22 (CHAINAGE 1100 - 1200) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-22

R 0 1

RL=1

1 RL=1

0 13.75

CH=-1200

3.780

CHAINAGE

CHAINAGE 11 CH=-1100

ENTRY

EXIT TW +113.47

TW +114.05

EXIT/ ENTRY

FL +113.75

RL +113.75

PARKING TWO WHEELER

RL +113.75

TW +113.95

0TW +113.450

75 113.

FL +113.0

TW +112.95 112.

TW +110.1

TW +110.95

TW +111.95

TW +112.45

TW +111.45

FG +110.23

FG +111.0 111.0

FG +111.2

FL +109.75

110.5

PL +109.75

109.0

FG +109.7

TW +108.7

TW +108.8

FG +109.7 FL +109.75 FG +109.7 FG +108.75

FL +109.75

FG +109.5

FG +111.0

FL +108.25

ITE

109.7 109.5

FL +108.25

109.7

108.2 108.0

108.5

109.7

109.0

FG +108.0

109.0

PL +111.35

109.5

108.0

TW +110.2

109.5

108.5

FL +111.35

FL +109.75

110.0

TW +111.65

TW +111.45

TW +112.45 1

TW +111.65

TW +111.95

TW +112.45

TOK +112.4

FL +111.30 TW +111.45

TW +112.45

TOK +112.4

2 TW +112.45

TW +108.7

108.5 108.0 107.5 107.0

107.5

FG +107.0

107.0

109.5

FG +108.0

FL +106.55

109.0 108.5 108.0

FG +107.5

107.5

1:90

FG +107.5

107.0

B2 FG +105.95 106.5

107.0

B1 TW +106.00

AS PER SITE

FG +108.0

KEY PLAN

FL +111.35

RL+112.25

RL +112.25

PL +111.65

FL +111.35 FL +111.35

RL +112.25

CAR PARKING

112.

FG +111.5

TW +112.95

TW +112.95 04 113.

FG +113.5

TW +111.7 FL +111.35 PL +111.65

FL +112.55

TW +112.95

41 113.

TW +113.45 FG +114.0

TW +113.95 TOK +113.9

TS +114.2

TW +113.95

CAR PARKING RL+113.75

RL+113.75

FG +113.50

TW +117.7

TW +113.95

L sting boundary wall RY WALexi EXISTING BOUNDA

TW +106.0

FG +105.95

TW +106.00

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

FG+106.10

GREEN SWALE

PATHWAY

GREEN IN SLOPE

PLANTING PARKING

PATHWAY SWALE

GREEN IN SLOPE

PARKING PLANTING

GREEN

PLANTING

B/W R0 FIRST ISSUE

4.945 25 230-23

3.610

6.500

2.405

14.520

3.665

3.025

2.405

10.510

9.215

1.530

LANDSCAPE SECTION -25 (CHAINAGE 1200 - 1300)

DRWN CHKD

REV. DESCRIPTION

1.530

1.535

SCALE: 1:150 @A1

VP 03.02.2016 DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

FL+109.75

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 12.520

GREEN IN SLOPE

12.530

GREEN IN SLOPE

PATHWAY

SWALE

GREENSWALE IN SLOPE

24 230-23

3.025

LANDSCAPE SECTION -24 (CHAINAGE 1200 - 1300) SCALE: 1:150 @A1

3.055

2.455

3.025

8.330

4.405

PLANTING

PARKING PLANTING

SWALE

PATHWAY

PATHWAY 4.910

RAMP

GREEN

3.605

2.595

PLANTING 3.445 5.495

B/W

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

6.510

9.365

NORTH

INFORMATION REVIEW

SIZE

STATUS

1.385

RELEASED FOR

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-23

R 0 1

3.780 1 RL=1

CH=-1200

0 13.75 RL=1

CH=-1100

TW +113.47

TW +114.05

FL +113.75

RL +113.75

RL+113.75

RL +113.75 TW +113.95

TW +113.95 TW +113.45

TOK +113.9

75 113.

RL+113.75

FL +113.0

112.

FL +111.30 TW +111.45

TW +112.45

TW +111.65

TW +111.45

TW +112.45

TOK +112.4

TW +110.1

TW +110.95

TW +111.95

TW +112.45

TW +111.45

FG +110.2

FG +111.0 111.0

FG +111.2

FL +109.75

110.5

PL +109.75

109.0

FG +109.7

TW +108.7

TW +108.8

FG +109.7 FL +109.75 FG +109.7 FG +108.75

FL +109.75

FG +109.5

FG +111.0

FL +108.25

ITE

109.7 109.5

FL +108.25

109.7

108.2 108.0

108.5

109.7

109.0

FG +108.0

109.0

PL +111.35

109.5

108.0

TW +110.2

109.5

108.5

FL +111.35

FL +109.75

110.0

TW +111.65

TW +111.95

TW +112.45

TOK +112.4

RL+112.25

RL +112.25

TW +108.7

108.5 108.0 107.5 107.0

107.5

FG +107.0

107.0

109.5

FG +108.0

FL +106.55

109.0 108.5 108.0

FG +107.5

107.5

1:90

FG +107.5

107.0

B2 FG +105.95 106.5

107.0

B1 TW +106.00

AS PER SITE

FG +108.0

KEY PLAN

FL +111.35

TW +112.95

PL +111.65

FL +111.35 FL +111.35

RL +112.25

112.

FG +111.5

TW +112.95

TW +112.95 04 113.

FG +113.5

TW +111.7 FL +111.35 PL +111.65

FL +112.55

TW +112.95

41 113.

TW +113.45 FG +114.0

TS +114.2

TW +113.95

03 FG +113.50

TW +117.7

TW +113.95

RY WALL EXISTING BOUNDA

TW +106.0

FG +105.95

TW +106.00

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

PATHWAY

SWALE

GREEN IN SLOPE

GREEN PATHWAY

SWALE

GREEN

PATHWAY

PARKING PLANTING

B/W R0 FIRST ISSUE

4.845

3.110

13.645

2.900

3.750

3.595

2.620

4.045

15.845 1.050

27 230-24

10.750

VP 03.02.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

1.530

LANDSCAPE SECTION -27 (CHAINAGE 1100 - 1200)

CLIENT

SCALE: 1:150 @A1

PROJECT NAME

FL+110.5

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 6.045 SWALE

GREEN IN SLOPE

16.740

GREEN

PATHWAY

GREEN

PARKING PLANTING

B/W

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

3.170 26 230-24

9.055

LANDSCAPE SECTION -26 (CHAINAGE 1100 - 1200) SCALE: 1:150 @A1

5.165

2.500

5.680

3.800

4.295

15.845 1.050

10.750 1.530

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-24

R 0 1

RL=1

1 RL=1

0 13.75

CH=-1200

3.780

CHAINAGE

CHAINAGE 11 CH=-1100

ENTRY

EXIT TW +113.47

TW +114.05

EXIT/ ENTRY

FL +113.75

RL +113.75

PARKING TWO WHEELER

RL +113.75

TW +113.95

0TW +113.450

75 113.

FL +113.0

TW +112.95 112.

TW +110.1

TW +110.95

TW +111.95

TW +112.45

TW +111.45

FG +110.23

FG +111.0 111.0

FG +111.2

FL +109.75

110.5

PL +109.75

109.0

FG +109.7

TW +108.7

TW +108.8

FG +109.7 FL +109.75 FG +109.7 FG +108.75

FL +109.75

FG +109.5

FG +111.0

FL +108.25

ITE

109.7 109.5

FL +108.25

109.7

108.2 108.0

108.5

109.7

109.0

FG +108.0

109.0

PL +111.35

109.5

108.0

TW +110.2

109.5

108.5

FL +111.35

FL +109.75

110.0

TW +111.65

TW +111.45

TW +112.45 1

TW +111.65

TW +111.95

TW +112.45

TOK +112.4

FL +111.30 TW +111.45

TW +112.45

TOK +112.4

2 TW +112.45

TW +108.7

108.5 108.0 107.5 107.0

107.5

FG +107.0

107.0

109.5

FG +108.0

FL +106.55

109.0 108.5 108.0

FG +107.5

107.5

1:90

FG +107.5

107.0

B2 FG +105.95 106.5

107.0

B1 TW +106.00

AS PER SITE

FG +108.0

KEY PLAN

FL +111.35

RL+112.25

RL +112.25

PL +111.65

FL +111.35 FL +111.35

RL +112.25

CAR PARKING

112.

FG +111.5

TW +112.95

TW +112.95 04 113.

FG +113.5

TW +111.7 FL +111.35 PL +111.65

FL +112.55

TW +112.95

41 113.

TW +113.45 FG +114.0

TW +113.95 TOK +113.9

TS +114.2

TW +113.95

CAR PARKING RL+113.75

RL+113.75

FG +113.50

TW +117.7

TW +113.95

L sting boundary wall RY WALexi EXISTING BOUNDA

TW +106.0

FG +105.95

TW +106.00

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

9.165

GREEN

PATHWAY

SWALE

17.680

GREEN IN SLOPE

PATHWAY SWALE

2.075

GREEN IN SLOPE

GREEN

SWALE

GREEN

PARKING

PATHWAY 4.920 29 230-25

3.045

11.220

3.685

3.045

12.530

3.625

2.485

3.045

B/W 3.275

R0 FIRST ISSUE

10.080

DRWN CHKD

REV. DESCRIPTION

LANDSCAPE SECTION -29 (CHAINAGE 1100 - 1200)

VP 03.02.2016 DATE

AMENDMENT / ISSUE REGISTER

SCALE: 1:150 @A1

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 9.015 GREEN

PATHWAY

SWALE

13.570

GREEN IN SLOPE

SWALE GREEN

4.820

3.045

10.610

2.085

4.600 GREEN IN SLOPE GREEN

PATHWAY 3.605

3.045

PLANTING

9.440

GREEN

SWALE PATHWAY

2.285 2.535 2.110

B/W

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

12.185

9.720

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 28 230-25

LANDSCAPE SECTION -28 (CHAINAGE 1100 - 1200) SCALE: 1:150 @A1

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-25

R 0 1

RL=1

0 13.75

CH=-1200

CHAINAGE

CHAINAGE 11 CH=-1100

ENTRY

EXIT

EXIT/ ENTRY

RL +113.75

RY EXISTING BOUNDA

L sting boundary wall WALexi PARKING TWO WHEELER

TW +113.95

UP 75 113.

FL +113.0

113.

FG +114.0

112.5 112.0 111.5 111.0

112.

RL +112.25

CAR PARKING

TW +112.95 52

TW +112.45

TOK +112.4

RL+112.25

RL +112.25

112.

FG +111.5

KEY PLAN

TW +112.95 04 113.

FG +113.5

TW +112.95

TW +113.45 114.0 113.5 113.0

TW +113.95

0TW +113.45

TOK +113.9

RL+113.75

FG +113.50 FL +114.05

CAR PARKING RL+113.75

RL +113.75

TW +113.95

2 TW +112.45

TOK +112.4

TW +112.45 1

TW +111.95

TW +112.45

FG +111.0 FG +110.23 B2

FG +111.0 111.0

FG +111.2

FL +109.75

110.5

PL +109.75

110.0

109.5 109.0

FG +109.7

108.5

GENERAL NOTES :-

FL +109.75

FG +111.0

ITE

FL +108.25

109.7

108.5

109.7

FG +108.0

109.0

PL +111.35

109.5

108.0

FG +108.0

109.5

FG +108.0

109.0 108.5 108.0

FG +108.0

FG +107.5 107.5

FG +107.5

107.5

1:90

FG +107.5

107.0

B2 FG +105.95 106.5

TW +106.00

107.0

FG +105.95

TW +106.00

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

9.810

GREEN

PATHWAY

SWALE

GREEN IN SLOPE

15.500

5.080

PATHWAY SWALE

GREEN GREEN IN SLOPE

4.895 31 230-26

3.045

13.320

3.865

3.045

4.285

PARKING PATHWAY

9.300

SWALE

PLANTING PLANTING

2.440 2.030 2.150

B/W R0 FIRST ISSUE

5.370

VP 03.02.2016

DRWN CHKD

REV. DESCRIPTION

1.225

LANDSCAPE SECTION -31 (CHAINAGE 1100 - 1200)

DATE

AMENDMENT / ISSUE REGISTER

SCALE: 1:150 @A1

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 9.810

GREEN

PATHWAY

SWALE

GREEN IN SLOPE

15.500

5.080

PATHWAY SWALE

GREEN GREEN IN SLOPE

PARKING PATHWAY

SWALE

PLANTING PLANTING

B/W

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

4.895 30 230-26

LANDSCAPE SECTION -30 (CHAINAGE 1100 - 1200) SCALE: 1:150 @A1

3.045

13.320

3.865

3.045

4.285

9.300

2.440 2.030 2.150

5.370

NORTH

INFORMATION REVIEW

SIZE

STATUS

1.225

RELEASED FOR

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-26

R 0 1

CH=-1777

CH=-1700

CH=-1600

1:12

EXIT

ENTRY 3 FL+113.75

FG +113.0

EXISTING BOUNDARY WALL

FG +113.0

RL+114.02

RL+113.5 TW +114.2

TW +117.25

TW +117.7

113.0

FG +113.0

S TWE+114.2 VEL CK L CHE E FL+113.75 HER

112.5 113.0

112.0

TW +113.4

111.5

113.0

112.5

112.0

111.5

FG +111.2

111.0

FG +111.1

109.7

FL +111.35

110.5

FG +109.7 110.0

FG +109.7

109.7

FG +109.7

FL +109.75

B1 FL +109.75

109.

FG +109.7

109.7

FG +109.7

FL +109.75

109.

FL +109.75

109.5

FG +109.7

TW +110.2

108.0 107.5 108.5

106.5

ITE 8.2

FL +108.25

FL +109.75

7.5

7.0

AS / SIT E

FG +106.05

FL +109.75

T SI

FG +109.7

FG +109.7 FG +109.7

109.7

FL +108.2

FL +108.25

FG +106.5

109.5

FL +108.85

1: 1

FG +107.0

109.0

1:10

1:1

IT E

FG +107.0

00 1:1

FL +108.25

TW +106.15

R PE

FG +107.0

ITE

FG +109.7

FG +107.0

10 0

FG +107.0

108.5

ITE

FG +107.0

1:1

FG +108.0

108.0

1:1

1:10

FG +106.5

PL +108.25

107.5

1:100

1:10

108.0

107.5 107.0

FG +106.5

GENERAL NOTES :-

FG +109.7

FG +108.2

FG +106.5

8.0

AS ITE

AS/ SITE

TW +110.2 FL +109.75 FL +109.75

8.5

B2 FG +109.7

AS/ SITE

SIT E

9.5

9.0

FG +106.5

AS /

FG +106.05

TW +106.15

FG +106.5

FG +106.05

9.7

TE SI

107.0

AS PER SITE

108.5

FG +109.7

FG +106.5

FL +109.75

106.5TW +106.5

FL +109.75

109.0

TE SI

106.55

106.15

R PE

109.5

PE R

109.7

FG +106.5

FL +106.55

FG +109.7

1:1 00

FG +109.7

SITE

AS PER

AS P

107.5

107.

FG +106.5

108.0

106.5

SITE

108.5

PL +106.65

AS PER SITE

107.0

FL +111.25

FG +111.2

TW +111.7

FL +109.75

109.

FG +109.0 108.0

107.5

FG +111.2

107.0

106.5

FG +106.7

FG +106.5

TW +106.15

FG +106.7

106.7

FG +106.7 1:1

FG +106.7

FG +109.0

FL +109.7

FL +108.25

1:16

FG +106.5

FG +106.05 FL +106.75 FG +106.5

FL +106.75

1:1 00

TW +106.15

WEIR

108.5

KEY PLAN TW +111.65

FL +111.25

FG +109.7

FL +109.75 109.0

AY TW +111.8 FL +111.25

AS P

FG +108.5

FG +111.2

TH W

FG +109.5

RL+111.2

TW +111.8

111.0

A FL +109.75

B2 1:100

FL +111.75

FL +111.9

FG +109.7

FL +109.75

TW +112.35

111.2

E SP

FL +109.75

FL +111.25

TW +111.8

ITE RS

ER SIT E

FG +109.7

TW +112.97

TW +111.8

AS PE R SITE

1:100

SIT

FG +111.2

FL +109.75

SIT

AS PER SITE

PER

CAR PARKING

FL +112.7

STEPS TO BE WORKED OUT

FL +112.15

FG +111.2

FG +109.7 AS AS

S PER

TW +112.6

FG +111.1

FL +111.25

ITE

FG +110.5

110.0

SITE

1:100

FG +111.0

PER

TW +112.6

PL +111.65

FL +111.25 110.5

FL +111.25

FL +112.95

PLAZA

SIT E

1:4

AS PER

1:4

FG +111.2

111.2 FG +111.2

111.5

AMP CK R RE CHE S HE GTH LEN

TW +114.2

TW +113.4

111.2

RL+114.05

RL+113.75

FG +113.0

106.7

PL +107.15

FG +106.5

FL +106.75

FG +106.05

FL +108.25

FG +108.2

E SIT

1:100

FG +106.5 1:100

NOTE:

FG +106.05

TW +106.15 FG +106.05

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE

FG+111.0

FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

6.005 14.070

38.090

PATHWAY 3.175

5.320

GREEN

SWALE

GREEN IN SLOPE

GREEN

PATHWAY 14.080

7.075

3.605

B/W

3.185

10.150

6.285

R0 FIRST ISSUE

LANDSCAPE SECTION -06 (PART -A) CHAINAGE 1600 - 1700

06 230-13

02.02.2016

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:150

DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 38.190

GREEN IN SLOPE D/WALL AS PER STRUCTURAL CONSULTANTS

PATHWAY

22.655

SWALE

GREEN IN SLOPE

14.070

GREEN

SWALE

GREEN

PATHWAY 12.115

13.485

3.430

34.000

3.170

2.405

3.175

5.320

GREEN IN SLOPE MATCHLINE A

2.405

GREEN IN SLOPE MATCHLINE A

GREEN

SWALE

14.080

SCALE

DATE

1:150

02.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 06 230-13

LANDSCAPE SECTION -06 (PART -B) CHAINAGE 1600 - 1700 SCALE: 1:150

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-13

R 0

CH=-1777

CH=-1700

CH=-1600

1:12

EXIT

ENTRY 3 FL+113.75

FG +113.0

EXISTING BOUNDARY WALL

FG +113.0

RL+114.02

RL+113.5 TW +114.2

TW +117.25

TW +117.7

113.0

FG +113.0

S TWE+114.2 VEL CK L CHE E FL+113.75 HER

112.5 113.0 113.0

112.5

112.0

111.5

112.0

TW +113.4

111.5

109.7

FL +111.35

FG +109.5

110.5

110.0

FG +109.7

TW +111.8 FL +111.25

109.7

FL +109.75

FG +109.7 109.0

FL +109.75

B1 FL +109.75

108.5

FG +111.2

109.

FG +109.7

109.7

FG +109.7

FL +109.75

109.

FL +109.75

109.5

FG +109.7

TW +110.2

108.0 107.5 108.5

106.5

ITE 8.2

8.0

FL +108.25

FG +107.0

FL +109.75

FG +107.0

7.5

7.0

AS / SIT E

FG +106.05

FL +109.75

T SI

FG +109.7

FG +109.7 FG +109.7

109.7

FL +108.25

FL +108.2 109.5

FL +108.85

1: 1

FG +107.0

109.0

1:10

1:1

IT E

FG +107.0

00 1:1

FL +108.25

TW +106.15

FG +106.5 00

R PE

FG +107.0

ITE

108.5

ITE

FG +107.0

1:1

FG +108.0

108.0

1:1

1:10

FG +106.5

PL +108.25

107.5

1:100

1:10

108.0

107.5 107.0

FG +106.5

GENERAL NOTES :-

FG +109.7

FG +108.2

FG +106.5

10 0

AS ITE

AS/ SITE

TW +110.2 FL +109.75 FL +109.75

8.5

B2 FG +109.7

AS/ SITE

SIT E

FG +106.05

9.5

9.0

FG +106.5

AS /

TW +106.15

FG +106.5

FG +106.05

9.7

TE SI

107.0

AS PER SITE

108.5

FG +109.7

FG +106.5

FL +109.75

106.5TW +106.5

FL +109.75

109.0

TE SI

106.55

106.15

R PE

109.5

PE R

109.7

FG +106.5

FL +106.55

FG +109.7

1:1 00

FG +109.7

SITE

AS PER

AS P

107.5

107.

FG +106.5

108.0

106.5

SITE

108.5

PL +106.65

AS PER SITE

107.0

FL +111.25

FG +111.2

TW +111.7

FL +109.75

109.

FG +109.0 108.0

107.5

KEY PLAN TW +111.65

FL +111.25

FG +109.7

107.0

106.5

FG +106.7

FG +106.5

TW +106.15

FG +106.7

106.7

FG +106.7 1:1

FG +106.7

FG +109.0

FL +109.7

FL +108.25

1:16

FG +106.5

FG +106.05 FL +106.75 FG +106.5

FL +106.75

1:1 00

TW +106.15

WEIR

FG +108.5

FG +111.2

FG +109.7

B2 1:100

FL +109.75

RL+111.2

TW +111.8

111.0

FL +109.75

FG +109.7

TH W

FL +109.75

FL +111.75

FL +111.9

E SP

AS P

SIT

TW +112.35

111.2

FL +111.25

TW +111.8

ITE RS

ER SIT E

FG +109.7

AS PE R SITE

1:100

TW +112.97

TW +111.8

B2 FG +111.2

FL +109.75

SIT

FG +111.2

AS PER SITE

PER

B2 FG +111.2

FG +109.7 AS AS

CAR PARKING

FL +112.7

STEPS TO BE WORKED OUT TW +112.6

FG +111.1

FL +112.15

1:100

FG +111.0

S PER

TW +112.6

PL +111.65 FG +111.1

FL +111.25

ITE

FG +110.5

110.0

SITE

SIT E

1:4

FG +111.2

111.0

FL +111.25 PER

FL +112.95

PLAZA

AS PER

1:4

110.5

FL +111.25

AMP CK R RE CHE S HE GTH LEN

FG +111.2

111.2 FG +111.2

111.5

TW +114.2

TW +113.4

111.2

RL+114.05

RL+113.75

FG +113.0

106.7

PL +107.15

FG +106.5

FL +106.75

FG +106.05

FL +108.25

FG +108.2

E SIT

1:100

FG +106.5 1:100

FG +106.05

TW +106.15 FG +106.05

NOTE: 1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND: EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

7.385

GREEN IN SLOPE MATCHLINE A

SWALE PATHWAY 3.185

07 230-14

11.295

PATHWAY SWALE

GREEN IN SLOPE

GREEN B/W

23.290

3.885

3.185

16.850

6.370

R0 FIRST ISSUE

LANDSCAPE SECTION -07 (PART -A) CHAINAGE 1600 - 1700

02.02.2016

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:150

DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 18.935

GREEN IN SLOPE

28.300

PATHWAY

SWALE

7.385

GREEN

SWALE PATHWAY

28.305

7.355

3.185

4.210

2.490

3.185

23.215

GREEN IN SLOPE MATCHLINE A

2.490

23.215

23.290

PATHWAY SWALE

3.885

3.185

SCALE

DATE

1:150

02.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 07 230-14

LANDSCAPE SECTION -07 (PART -B) CHAINAGE 1600 - 1700 SCALE: 1:150

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-14

R 0

CH=-1777

CH=-1700

CH=-1600

1:12

EXIT

ENTRY 3 FL+113.75

FG +113.0

EXISTING BOUNDARY WALL

FG +113.0

RL+114.02

RL+113.5 TW +114.2

TW +117.25

TW +117.7

113.0

FG +113.0

S TWE+114.2 VEL CK L CHE E FL+113.75 HER

112.5 113.0 113.0

112.5

112.0

111.5

112.0

TW +113.4

111.5

109.7

FL +111.35

FG +109.5

110.5

110.0

FG +109.7

TW +111.8 FL +111.25

109.7

FL +109.75

FG +109.7 109.0

FL +109.75

B1 FL +109.75

108.5

FG +111.2

109.

FG +109.7

109.7

FG +109.7

FL +109.75

109.

FL +109.75

109.5

FG +109.7

TW +110.2

108.0 107.5 108.5

106.5

ITE 8.2

8.0

FL +108.25

FG +107.0

FL +109.75

FG +107.0

7.5

7.0

AS / SIT E

FG +106.05

FL +109.75

T SI

FG +109.7

FG +109.7 FG +109.7

109.7

FL +108.25

FL +108.2 109.5

FL +108.85

1: 1

FG +107.0

109.0

1:10

1:1

IT E

FG +107.0

00 1:1

FL +108.25

TW +106.15

FG +106.5 00

R PE

FG +107.0

ITE

108.5

ITE

FG +107.0

1:1

FG +108.0

108.0

1:1

1:10

FG +106.5

PL +108.25

107.5

1:100

1:10

108.0

107.5 107.0

FG +106.5

GENERAL NOTES :-

FG +109.7

FG +108.2

FG +106.5

10 0

AS ITE

AS/ SITE

TW +110.2 FL +109.75 FL +109.75

8.5

B2 FG +109.7

AS/ SITE

SIT E

9.5

9.0

FG +106.5

AS /

FG +106.05

TW +106.15

FG +106.5

FG +106.05

9.7

TE SI

107.0

AS PER SITE

108.5

FG +109.7

FG +106.5

FL +109.75

106.5TW +106.5

FL +109.75

109.0

TE SI

106.55

106.15

R PE

109.5

PE R

109.7

FG +106.5

FL +106.55

FG +109.7

1:1 00

FG +109.7

SITE

AS PER

AS P

107.5

107.

FG +106.5

108.0

106.5

SITE

108.5

PL +106.65

AS PER SITE

107.0

FL +111.25

FG +111.2

TW +111.7

FL +109.75

109.

FG +109.0 108.0

107.5

KEY PLAN TW +111.65

FL +111.25

FG +109.7

107.0

106.5

FG +106.7

FG +106.5

TW +106.15

FG +106.7

106.7

FG +106.7 1:1

FG +106.7

FG +109.0

FL +109.7

FL +108.25

1:16

FG +106.5

FG +106.05 FL +106.75 FG +106.5

FL +106.75

1:1 00

TW +106.15

WEIR

FG +108.5

FG +111.2

FG +109.7

B2 1:100

FL +109.75

RL+111.2

TW +111.8

111.0

FL +109.75

FG +109.7

TH W

FL +109.75

FL +111.75

FL +111.9

E SP

AS P

SIT

TW +112.35

111.2

FL +111.25

TW +111.8

ITE RS

ER SIT E

FG +109.7

AS PE R SITE

1:100

TW +112.97

TW +111.8

B2 FG +111.2

FL +109.75

SIT

FG +111.2

AS PER SITE

PER

B2 FG +111.2

FG +109.7 AS AS

CAR PARKING

FL +112.7

STEPS TO BE WORKED OUT TW +112.6

FG +111.1

FL +112.15

1:100

FG +111.0

S PER

TW +112.6

PL +111.65 FG +111.1

FL +111.25

ITE

FG +110.5

110.0

SITE

SIT E

1:4

FG +111.2

111.0

FL +111.25 PER

FL +112.95

PLAZA

AS PER

1:4

110.5

FL +111.25

AMP CK R RE CHE S HE GTH LEN

FG +111.2

111.2 FG +111.2

111.5

TW +114.2

TW +113.4

111.2

RL+114.05

RL+113.75

FG +113.0

106.7

PL +107.15

FG +106.5

FL +106.75

FG +106.05

FL +108.25

FG +108.2

E SIT

1:100

FG +106.5 1:100

NOTE:

FG +106.05

TW +106.15 FG +106.05

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE

KEY PLAN

LEGEND:

FG+113.0

EXISTING GROUND PROFILE PROPOSED GROUND PROFILE FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

TW+106.15

61.550

GREEN IN SLOPE

SWALE

13.890

GREEN IN SLOPE

SWALE

PATHWAY 2.450

09 230-15

PATHWAY

3.185

23.495

3.640

3.185

PATHWAY

SWALE

GREEN IN SLOPE

GREEN

GREEN 2.445

B/W 5.355

3.185

21.170

6.450

R0 FIRST ISSUE

LANDSCAPE SECTION -09 (CHAINAGE 1600 - 1700)

02.02.2016

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:150

DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

TW+114.2

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 10.595

47.860

GREEN IN SLOPE

SWALE

GREEN

PATHWAY

SWALE

13.440

GREEN

PATHWAY SWALE

GREEN IN SLOPE

PATHWAY 2.615

3.185

B/W 7.720

6.080

3.185

4.170

3.875

3.185

32.440

SCALE

DATE

1:150

02.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 08 230-15

LANDSCAPE SECTION -08 (CHAINAGE 1600 - 1700) SCALE: 1:150

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-15

R 0

TOE

ENTRYH2ERE

FG +113.0

113.0

FG +113.0

0 1:10

1:100

FL +111.25

FL +111.20

1:100

110.5

111.2

FG +111.2 B2 111.0

110.0

111.0

FL +109.85

FL +111.25

111.25

110.5

FG +111.0

111.0

FG +111.2

111.2

109.5

FG +109.5

FL +111.25

FG +109.7 AS AS

1.0

FL +109.75 FG +109.7

108.5

109.0

108.5

9.5

107.0

109.0

109.25

108.5

FG +109.0 108.0

108

FG +106.5

108

107.0

PL +106.65

FL +106.55

108.5

10 6.2

106.75

7.5 10

7.0

106.5

0 109.

107.5

8.0

FL+106.25

0 107.

FG +106.5

106.75 6.2 10

SITE

106.5TW +106.5

GENERAL NOTES :-

106.0

SIT

TW +106.0

106.55

106.0 FL+106.25

TW +106.25

AS P

FG +106.5

FL +106.55

106.15

FG +106.5

AS /

FL+106.25

107.5

FG +106.2

FG +106.2 FG +107.0

108.0

106.5

KEY PLAN

FL +108.55

8.5

107.0

10 6

108.5

FL +108.55

9.0 10

107.5

FG +106.2

FL +108.55

110.5

108.0

107.5

FL +109.75

FG +108.5

108.0

SIT

FG +108.5

0.0 11

FL +111.25

0.5 11

1.2 11

109.5

FL +108.35

109.0

SIT

FG +109.5 11

FG +109.5

PER

110.0

110.0 109.5

SITE

109.0

110.5

FG +111.0

PER

FG +111.2

FL +111.25

109.5

FL +111.25

FG +111.2 111.2

FG +111.2

110.0

AS PER SITE

FG +111.0

110.5

111.2

FG +111.2

1:100

FL +112.45

111.0

1:4

111.5

FG +111.2 FG +111.2

111.5

112.0

B1 FG +111.2

FG +111.2

112.0

1:4

AS/ SITE

113.0 112.5

1:4

112.5

FL +113.8

FG +113.0

1:4

FG +113.0

AS PER SITE

EVE

CK L

CHE

CH=-1600

CH=-1400

CH=-1500

BUND

FL +113.75

FG +106.05

TW +106.15

NOTE:

KEY PLAN

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE LEGEND:

FG+113.0

EXISTING GROUND PROFILE PROPOSED GROUND PROFILE

FG+111.2

FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

13.160 DECK

SWALE

10.910

GREEN IN SLOPE

SWALE

PATHWAY 2.580

11 230-16

13.585

9.580

GREEN IN SLOPE

PATHWAY

7.000 SWALE

GREEN IN SLOPE

GREEN

PATHWAY

3.185

21.420

3.615

B/W

2.920

15.095

4.825

3.245

7.000

5.070

R0 FIRST ISSUE

LANDSCAPE SECTION -11 (CHAINAGE 1600 - 1500)

02.02.2016

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:150

DATE

AMENDMENT / ISSUE REGISTER

CLIENT ,

PROJECT NAME FG+110.5 ( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE LANDSCAPE SITE SECTION 15.065 SWALE

GREEN

13.055

10.445

GREEN IN SLOPE

SWALE

GREEN IN SLOPE

14.020

PATHWAY

SWALE

8.000

GREEN IN SLOPE

GREEN

PATHWAY 2.410

3.185

23.975

3.610

3.185

B/W 13.310

4.990

3.185

11.700

5.780

SCALE

DATE

1:150

02.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 10 230-16

LANDSCAPE SECTION -10 (CHAINAGE 1600 - 1500) SCALE: 1:150

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-16

R 0

TOE

CH=-1500

CH=-1400 EVE

CK L

CHE

CH=-1600

BUND

FL +113.75

ENTRYH2ERE

FG +113.0

113.0

FG +113.0

0 1:10

FL +111.20

1:100

110.5

FG +111.2

111.2

FG +111.2 B2

110.0

111.0

FL +109.85

FL +111.25

111.25

110.5

FG +111.0

111.0

FL +111.25

109.5

FG +109.5

FL +111.25

FG +109.7 AS

FG +109.7

108.5

109.0

108.5

9.5

107.0

109.0

109.25

108.5

FG +109.0 108.0

108

FG +106.5

108

107.0

PL +106.65

FL +106.55

108.5

10 6.2

106.75

7.5 10

7.0 10

106.5

0 109.

107.5

8.0

FL+106.25

6.2 10

FL+106.25

PER

SITE

106.55

106.0 TW +106.25

FG +106.5

FL +106.55

FL+106.25

106.5TW +106.5

GENERAL NOTES :-

106.0

106.15

FG +106.5

TW +106.0

0 107.

FG +106.5

106.75

107.5

FG +106.2 FG +106.2 FG +107.0

108.0

106.5

KEY PLAN

FL +108.55

8.5

107.0

10 6

108.5

FL +108.55

9.0 10

107.5

FG +106.2

FL +108.55

110.5

108.0

107.5

FL +109.75

FG +108.5

108.0

FL +109.75

FG +108.5

0.0 11

SIT

FL +111.25

0.5 11

1.2 11

109.5

FL +108.35

109.0

SITE

FG +109.5 1.0 11

FG +109.5

PER

110.0

109.5

SITE

109.0

110.5

FG +111.0

PER

FG +111.2 111.2

FG +111.2

110.0

FL +111.25

FG +111.2

AS PER SITE

1:100

FL +111.25

AS PER SITE

FG +111.0

110.5

111.2

FG +111.2

1:100

FL +112.45

111.0

1:4

111.5

FG +111.2 FG +111.2

111.5

112.0

B1 FG +111.2

FG +111.2

112.0

1:4

AS/ SITE

113.0 112.5

1:4

112.5

FL +113.8

FG +113.0

1:4

FG +113.0

FG +106.05

TW +106.15

FG +106.05

GRADING MUST BE DONE WITH REFERENCE TO CONTOUR SETTING OUT PLAN ISSUED. DIMENSIONS IN THESE SECTIONS ARE ONLY FOR CROSS CHECKING GRADING AT SITE.

NOTE:

KEY PLAN

1. SWALE CROSS SECTION SHOWN IN ALL TYPICAL SECTIONS WILL BE AS PER MEP 2. DIMENSIONS SHOWN IN SECTION ARE RELEVANT ONLY FOR GIVEN SECTION. 3. DIMENSION TO BE READ NOT TO BE MEASURED ON SITE LEGEND:

FG+113.0

EXISTING GROUND PROFILE PROPOSED GROUND PROFILE

FG+111.2

FILL DRAIN PIPE (as per other consultant) TOP/BOTTOM CONTOUR INTERMEDIATE CONTOUR

13.900

GREEN

WETLAND

PATHWAY

11.955

7.000

GREEN IN SLOPE PATHWAY SWALE

SWALE

GREEN IN SLOPE

GREEN B/W

21.280

13 230-17

6.900

3.185

16.225

4.920

2.695

9.795

4.445

R0 FIRST ISSUE

LANDSCAPE SECTION -13

03.02.2016

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:150

DATE

AMENDMENT / ISSUE REGISTER

CLIENT , FG+113.0

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

ANCHOR WALL

SHEET TITLE LANDSCAPE SITE SECTION 24.335

WETLAND

GREEN

SWALE

GREEN IN SLOPE

PATHWAY SWALE

9.005

GREEN IN SLOPE

7.000

SWALE GREEN IN SLOPE

GREEN

PATHWAY 2.740

3.185

B/W 8.685

3.690

3.185

15.995

4.805

2.695

7.000

4.470

SCALE

DATE

1:150

03.02.2016

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 12 230-17

LANDSCAPE SECTION -12 SCALE: 1:150

RELEASED FOR

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-230-17

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER D WALL (LVL. 105.4) D WALL (LVL. 106.0) D WALL (LVL. 107.0) WALL TYPE - W1 FOR STRUCTURE DETAIL Refer to Dwg. No GRD-ACM-SS-DD-2005-04

FOR LANDSCAPE DETAIL

SITE BOUNDARY

CH= -1500

CH= -1400

Refer to Dwg. No. GRD-ACM-LS-CD-DWG-314-01 to 03

WALL TYPE - W2 FOR STRUCTURE DETAIL

SITE BOUNDARY

Refer to Dwg. No GRD-ACM-SS-DD-2005-04

FOR LANDSCAPE DETAIL Refer to Dwg. No. GRD-ACM-LS-CD-DWG-314-01 to 03

WALL TYPE - W3 FOR STRUCTURE DETAIL Refer to Dwg. No GRD-ACM-SS-DD-2005-01

490-01

FOR LANDSCAPE DETAIL Refer to Dwg. No. GRD-ACM-LS-CD-DWG-314-01 to 03

WALL TYPE - W4 FOR STRUCTURE DETAIL Refer to Dwg. No GRD-ACM-SS-DD-2006A

FOR LANDSCAPE DETAIL Refer to Dwg. No. GRD-ACM-LS-CD-DWG-314-01 to 03

WALL TYPE - W5 FOR STRUCTURE DETAIL Refer to Dwg. No GRD-ACM-SS-DD-2005-02B

FOR LANDSCAPE DETAIL Refer to Dwg. No. GRD-ACM-LS-CD-DWG-314-01 to 03

R2 WALL TAGS UPDATE

29.08.2016

R1 JOGGING TRACK WALL REV.

11.04.2016

R0 FIRST ISSUE

31.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

PAVILION STRUCTURE 315-21 TO SEPARATE DETAIL

, SHEET TITLE :

WETLAND AREA KEY PLAN

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

PAVILION STRUCTURE TO SEPARATE DETAIL

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA KEY PLAN

SCALE

DATE

1:300

31.03.2016

DRWN. BY

CHKD. BY

TK BM

APPD. BY

1 310-9

WETLAND AREA_KEY PLAN SCALE: 1:300 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-310-01

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

RIVER WATER

LEVELS & GRADING RL+112.25

LEVEL BY OTHERS

1: 1

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

DC1

11 1.5

1.0

STEPS LEVEL CHANGE

NOTE:

R/L

RIDGE LINE FOR DRAINAGE

FOR LEVELS AND GRADING OF THE OVERALL SITE REFER TO DWG NO. GRD-ACM-LS-CD-DWG-110-01

V/L

VALLEY LINE FOR DRAINAGE CATCH BASIN (AS/ MEP)

110. 50

110.0

MAN HOLE (AS/ MEP)

1.5

FILTRATION TANK (AS/ MEP)

2.0

109

.50

109 .0

FL +110.50 FL +111.35

FL +111.00

0.0

9.5 0

9.0

FL +110.35

+ 111.0

TW +111.00

10 10

D-WALL DRAIN

FG +110.95

SLOPE

10 8. 00

RAIN GARDEN

0.5

FG +109.20

DC1

ABBREVIATIONS:

+ 110.0 + 109.5

TW +109.25

SLOPE

FL +109.35 FL +109.25

10 6. 50

+ 110.5

FG +107.45

TW +107.50

0 1:1

1:5 + 110.0

FG +105.85

FL +107.45

TW +105.80 WL + 105.7

+1 05.

FL +107.05 FG +105.70

+ 106.0

BOTTOM OF KERB

R1 REVISED LEVELS

BM 30.08.2016

TOP OF WALL

R0 FIRST ISSUE

AS 15.06.2016

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

DRWN CHKD

REV. DESCRIPTION AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

06 .00

06 .5

PROJECT NAME

.50

TW +106.30

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

FG +105.1 TW +105.40

D. WALL ABOVE

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

WL + 105.7

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

D. WALL BELOW

MATCHLINE A

HUME PIPE LOCATION REFER TO DWG NO. GRD-ACM-LS-CD-DWG-160-01-05

SHEET TITLE WETLAND AREA LEVELS AND GRADING PLAN (SHEET 1 OF 2) SCALE

DATE

1:200

15.06.2016

DRWN. BY CHKD. BY APPD. BY

WETLAND AREA : LEVELS AND GRADING PLAN SCALE: 1:200 @A1

S.E.

WATER CONTOUR

TW +105.40

DATE

WL + 106.0

FL +106.50

TW +106.35

TOP OF KERB

5.5 1:4

+ 106.5

FG +105.1

6 10

5.0

+ 106.0

FINISH LEVEL

+ 10

+ 106.0

FG +107.60

TW +107.50

TW +106.10

5. 0

1:3

FL +107.70

FINISH ROAD LEVEL

+ 106.5

0 05.5

50 6.

+ 108.0

0 6.

TW +105.20

.00

+ 108.5

.50

05 +1

FG +105.35

7.5 10

WL + 106.0

+ 109.0

FL +106.35

WL + 106.60

TW +106.30

2 3. 1:

.00

1:7

.50

E OP

TW +106.60

+ 109.5

FL +107.50

TW +107.50 FL +108.35 SL

TW +106.90

.00 06 + 1 05.50 +1

+ 106.00

E LOP

DE-SILTING CHAMBER

+ 110.5

TW +109.25

PLAZA 3

CULVERTS

1.0

8.5

PERFORATED PIPE

111

SWALE

FL +111.35 FL +111.00

PLAZA 2

2.3

TK AS BM

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-311-01

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

PA SITE BOUNDARY

RAMP UP

GENERAL NOTE:

PLANTING AREA

RIVER WATER

3.0

LEVELS & GRADING

CH= -1500

2.5 RL+112.25

LEVEL BY OTHERS

2.0 1: 1

1.5

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

STEPS LEVEL CHANGE

NOTE:

R/L

RIDGE LINE FOR DRAINAGE

FOR LEVELS AND GRADING OF THE OVERALL SITE REFER TO DWG NO. GRD-ACM-LS-CD-DWG-110-01

V/L

VALLEY LINE FOR DRAINAGE CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP)

1 FILTRATION TANK (AS/ MEP)

111 0.5

110.0

FL +111.00

SWALE

110.50

PERFORATED PIPE

110.0

FL +110.50 109.5

FL +110.00

8.5 0

8.0

109

109.5

CULVERTS RAIN GARDEN

109.0

0 108.5

FL +109.5

D-WALL DRAIN

FL +109.0

1:9

DC1

FL +108.5

9.0

9.5

ABBREVIATIONS:

FL +108.15

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

R1 REVISED LEVELS

BM 30.08.2016

TOP OF WALL

R0 FIRST ISSUE

AS 15.06.2016

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

08 .5

TW +109.25

DE-SILTING CHAMBER

TW +107.50 +1

FL +108.15

1:5

00 2 3. 1:

.00

0 +1

+ 107.75

5 7.

+ 6. 10

1:3

.50

6 10

WL + 107.20

7.0 + 10

7.00

+ 106.50

TW +106.90

FL +107.125

FG +105.85

TW.75+106.0

TW +106.60 .50

1:5

.50

+ 10

6.00

WL + 106.60

TW +106.60

+ 10

WL + 106.0

5.50

FG +105.35

+ 106

0 6.0 10

.00

TW +106.0

FG +105.35 TW +106.90

WL + 106.0

WL + 105.7

1:45 06. 00

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

1:15

+ 105.00

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

10 8.0

WETLAND DECK

7.5

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

TW +105.40

(4NOS.)

7.0

MATCHLINE A

SHEET TITLE

TW +106.0 10 6.5

FL +107.125

TW +107.0

6.2 0

WETLAND AREA LEVELS AND GRADING PLAN (SHEET 2 OF 2) SCALE

DATE

1:200

15.06.2016

DRWN. BY CHKD. BY APPD. BY

B -

WETLAND AREA : LEVELS AND GRADING PLAN SCALE: 1:200 @A1

S.E.

05.

WL + 105.7

+ 105.50

SUBMITTED BY

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

FL +107.125

05. 50

SHEET TITLE :

FL +107.125

05.50

PROJECT NAME

TW +106.0

AMENDMENT / ISSUE REGISTER

WL + 105.7

5.0 10

TW +106.0 FG +105.1

.50

05 +1 +

TW +106.30

6.7

TW +106.30

FL +106.65

.50 05 +1

DATE

FL +106.65

+ 106

+ 106.00 06

TW +106.30

+ 106.00

TW +107.50

1:2.7

0 +1

FG +105.85

7.5

FL +107.176

1:3

+ 107.0

0 7.5

6. 10

7 10

FG +106.45

+ 106.00

06 .0

10 8.0

.50

7 + 10

TW +107.20

10 9.5

TW +107.50

+ + +

FL +107.70

8.5

TW +107.50

FL +108.15

9.0

FL +107.67

E SLOP

0 8.0

.50

7.8 5

FL +108.05

DRWN CHKD

REV. DESCRIPTION

TK AS BM

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-311-02

R 0

KEY PLAN LEGEND: SITE BOUNDARY LINE BUND TOE CENTER LINE OF WETLAND STONE WALL

4 5 1 2 3

DIAPHRAGM WALL X.XXX

INTERMEDIATE DIMENSION 300MM THK. WETLAND WALL FOR STRUCTURE DETAIL Refer to Detail 2 & 4 Dwg. No. GRM-ACM-SS-CD-DWG-2005-04 250MM THK. WETLAND WALL FOR STRUCTURE DETAIL Refer to Detail 2 & 5 Dwg. No. GRM-ACM-SS-CD-DWG-2005-04

NOTE: THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE WETLAND AREA WALLS KEY PLAN: GRD-ACM-LS-CD-310-01

21'

20'

19'

18'

17'

16'

15'

14'

13'

12'

11'

10'

1.93

2.02

0.19

2.31

2.05

1.14

2.49

2.82

13 4.

1.71

0.10

0.82

0 0.5 0 3.0

1.77 1.60

0.48

2.50

1.83 0.94 .0 11 1.5

0.47

1.44

0.53 1.03

3.51

2.24

2.41

3.01 2.51

2.06

1.79

2.89

0.97 1.41

0.86

1.53

0.74 0.72

1.40

9.4 5

0.85

0.97

1.95

1.25

0.82

1.86

0.77

2.29

0.06

0.65

0.37

2.62

2.08 1.09

1.23

5 1.

4.15

0.75

1.85 1.73

1.63

5.00

0.72

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

2.0 0

1.21

DATE

2.00

7.0 0

3.0

0.11

3.0 0

1.38

0.25

D WALL BELOW

7.0

0.55

5.63

0.65 0.15

DRWN CHKD

SHEET TITLE :

1.2

0.90

0.96

VP 18.02.2016

0.23 1 . 0 0 2 2 . 0 . 00 0 1

1.15

R0 FIRST ISSUE

0.48

0.79

AS 01.03.2016

3.69

5. 0

1.69

R1 WETLAND STONE WALL

1.64

BELOW

AS 04.03.2016

AMENDMENT / ISSUE REGISTER

5.0 0

0.23

0.74

ANCHOR WALL

ALIGNMENT UPDATE

2.45

2.10

2.49

5.2 6

R2 WETLAND WALL

REV. DESCRIPTION

0.92

1.07

BM 02.04.2016

2.34

2.21

3.27 C'

5.9

0.97

ALIGNMENT UPDATE

1.51

R3 WETLAND WALL

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

WETLAND AREA SETTINGOUT PLAN_RETAINING WALLS (SHEET 1 OF 2) 5.00

5.00

10'

5.00

11'

5.00

12'

5.00

13'

5.00

14'

5.00

15'

5.00

16'

5.00

17'

5.00

18'

5.00

19'

5.00

20'

5.00

21'

MATCHLINE A

SHEET TITLE

SCALE

DATE

1:200

24.03.2016

DRWN. BY CHKD. BY APPD. BY

WETLAND WALLS SETTING OUT PLAN

SCALE: 1:200 @A1

PB AS BM

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-01

R 4

KEY PLAN LEGEND: SITE BOUNDARY LINE BUND TOE CENTER LINE OF WETLAND STONE WALL

4 5 1 2 3

DIAPHRAGM WALL X.XXX

NOTE: THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE WETLAND AREA WALLS KEY PLAN: GRD-ACM-LS-CD-310-01

B 5.00

0.33

2.02

2.05

2.50

5.9

A 5.00

1.71

0.10

0.82

STARTING POIN T GRID 5M X 5M

2.49 1.93

GENERAL NOTE:

R5 DECK BUILDING UPDATE

BM 23.08.2016

R4 WETLAND WALL UPDATE

BM 15.04.2016

R3 WETLAND WALL

BM 02.04.2016

R2 WETLAND WALL UPDATE

AS 24.03.2016

R1 WETLAND STONE WALL

AS 01.03.2016

R0 FIRST ISSUE

VP 18.02.2016

DRWN CHKD

REV. DESCRIPTION

WETLAND WALLS UPDATE 15-04-2016

DATE

AMENDMENT / ISSUE REGISTER

4.540 2.48

5.00 !

.76

0.23

1.04

2.73

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

1.17

5.00

1.75

5.00

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

1.17 0.75

5.00

5.00 1.67

1.89

5.00

SHEET TITLE WETLAND AREA SETTINGOUT PLAN_RETAINING WALLS (SHEET 2 OF 2)

1.16

0.50 0.30

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

1.14

1.0

2.00

1.50 1.00

1.00 4.00

5.00

7.0

2.0 0

0.50 13.00

2.00

1.26

0.38

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

1.30

1.32

SCALE

DATE

1:200

24.03.2016

1.62

5.00

DRWN. BY CHKD. BY APPD. BY

WETLAND WALLS SETTING OUT PLAN

SCALE: 1:200 @A1

S.E.

PROJECT NAME

0.93

5.00 0.78

1.71

1.50

MATCHLINE A

J.E.

1.62 0.56

2.15

D WALL BELOW

RECOMMENDED BY

5.00 5.00

9 7.3

SUBMITTED BY

0 0.3

5.00

30 0.

0.89

. 10

3.09

1.60

0.5

7.0

3.00

2.00 1.00

1.40

0.61

1.86

1.35

1.71

0.67

2.09

3.04

0 2.0

2.13 0.73

1.52

5.00

1.80

1.00

1.79

1.73

1.57

0.73

0.69

1.00

5.00 1.48

00 5.

0.71

3.0 0 0.38

0.71 1.05

2.09

3.0

0.84

1.11

6 7.6

0 2.0

3.00

1.88

1.86

1.0

9.00

3.00

2.78

7.0

0.56

5. 70

1.34

2.71

1.16

1.00

5.0

0.48

1.40

0 5.0

0.43

3.04 1.95

0.0

2. 0

4.00

1.0 0 1.5

0 2.5

2.07

20 1.

2.97

2.45 3.01

0 1.0 .00 3

0.77 3

0.65

1.68

0.40

1.46 0 .0

2.0

2.29

2.20 0.28

2.41

5 1.

SHEET TITLE :

BUILDING STRUCTURES SETTING OUT UPDATED ON 23.08.2016

5.00

1.31

00 1.

1.17

2.34

2.76

0.48

0.06

0.92

2.04

0.34

0.29

PB AS BM

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-02

R 4

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE

CH=-1400

DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

LIGHTING L1 - PEDESTRIAN POLE LIGHT L2 - BOLLARD LIGHT L3 - RAILING LIGHT L4a - WALL RECESS LIGHT L4b - STEPS & RAMP LIGHT L5 - SPOT LIGHT / GROUND UPLIGHTER L6 - UP & DOWN LIGHT L8 - POLE LIGHT L9 - UNDER WATER LIGHT L10 - LINEAR LIGHT L11 -STREET LT, SINGLE ARM L13 -STREET LT, DOUBLE ARM L14 - FEATURE POLE LIGHT L15 - UNDER WATER LIGHT TYPE 2 ELECTRICAL POINT + 111.0

EXISTING MAST LIGHT

NOTES: 1. FOR LIGHTING OF THE OVERALL SITE REFER TO SERIES NO. GRD-ACM-LS-CD-DWG-220 2. REFER TO LIGHTING DETAILS GRD-ACM-LS-CD-DWG-470 FOR ALL LIGHTING FIXTURE DETAILS 3. ALL L5 TYPE GROUND UPLIGHTERS IN THE WETLAND AREA TO BE PLACED AS PER THE POSITION OF TREES. REFER TO DWG SERIES GRD-ACM-LS-CD-DWG-500 FOR TREES LAYOUT AND GRD-ACM-LS-CD-DWG-470 FOR TREE UPLIGHTER DETAIL. 4. REFER TO LIGHTING SCHEDULE DWG NO. GRD-ACM-LS-DD-DWG-060-01_R3 FOR THE SPECIFICATIONS OF THE LIGHTING FIXTURES 5. LIGHTING FIXTURE TYPE L9 IS PLACED UNDERWATER, CONSIDERING THE LEVEL OF THE WATER IS MAINTAINED IN THE WETLAND AS PER DRAWING NOS. GRD-ACM-LS-CD-DWG-311_01&02 -WETLAND LEVELS AND GRADING PLAN.

+ 110.5

+ 110.0 + 109.5

+ 110.5

+ 106.00

1:5

. EQ L9

+ 105.50

+ 106.0

EQ.

1.7

EQ.

5.17 Y= 2969036.3870

L3 L3

EQ 4.60

EQ.

EQ. EQ.

EQ . EQ

EQ.

L9 1.7

1.7 L9

L10

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

Y= 2968969.7967

S.E.

1.7

2 L9

L5 +1 06 .00 +1 05. 50

+1 06 .50

+1 Y= 2968982.1329

05 .5

PROJECT NAME

WL + 106.0 Y= 2968977.8749 WATER CONTOUR

EQ.

EQ 0 4.6

+ 106.0

L3 L3

EQ.

EQ 4.60

L9 4.21

EQ.

5.5

1:4

EQ.

1.7

WL + 105.7

Y= 2969036.0326

L5 + 106.5

Y= 2969042.1513

EQ.

. EQ

DATE

6 10

DRWN CHKD

SHEET TITLE :

AS 01.03.2016

PLAZA 3

PKT

05.0

+ 106.0

.50 105

10 5. 5

R0 FIRST ISSUE

+ 108.0

5 6.

.00

6 +

BM 17.08.2016

.50

.50 06 +1

+ 108.5

EQ 0 4.6

.00 06 +1

1.7

WL + 106.60

1:3

0 7.

2 L9

1:7

L9 1.6

R1 2ND ISSUE

AMENDMENT / ISSUE REGISTER

1.7

+ 109.5

+ 109.0

TK 29.08.2016

WL + 106.0

REV. DESCRIPTION

+ 110.0 .00 06 + 1 05.50 +1

R2 LIGHTING UPDATE

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR L9 2.1 5

Y= 2968999.5295

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

WL + 105.7

L10

MATCHLINE A

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA LIGHTING SETTING OUT (SHEET 1 OF 2) SCALE

DATE

1:200

01.03.2016

DRWN. BY

PKT

CHKD. BY

AS BM

APPD. BY

WETLAND AREA - LIGHTING SETTING OUT

---

SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-11

R 1

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

CH=-1500

RIVER WATER

Y= 2968960.1820 10 8.

L5 .10 4

Y= 2968960.5179 EQ 0 4.6

+1 08 .0 + .50

.0 06 0

. EQ

L10

L15

2.0

Y= 2968969.7967

50 1.

L15

.5 0

+ 10

1 .7 2 1 .72

WL + 106.0 Y= 2968977.8749 L9 2.1 5

6.00

+ 10 5.50

+ 107.0

+ 106.50

Y= 2968910.7220

+ 106.00

L15

0 L9

Y= 2968947.6927

.00 06 +1

WL + 106.60

1.72 1.7 2 L9 L9

73 1. L9

.50

73 1.

L9 .50

+ 106

WL + 105.7

L9 L9

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

L9 .50 + 105

L9 .00 05 6 +1 1.1 6 1.1

06.

L9 L9

1.73 1.72

L10

Y= 2968883.0088

1.75

1.05

1.75

L10

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

05. 5

S.E.

05. 0

RECOMMENDED BY

.00

.50 05 1 +

+ 105.00

SUBMITTED BY

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

WL + 105.7 L10

L10

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

MATCHLINE A

SHEET TITLE WETLAND AREA LIGHTING SETTING OUT (SHEET 2 OF 2) SCALE

DATE

1:200

01.03.2016

DRWN. BY

PKT

CHKD. BY

AS BM

APPD. BY

DATE

Y= 2968927.6330

+ 106

+ 105.50

DRWN CHKD

L15

2.15

WL + 105.7

AS 01.03.2016

Y= 2968942.6038

WL + 106.0 L9

PKT

L15

+ 106.00

R0 FIRST ISSUE

SHEET TITLE :

L15

WL + 107.20 L15

1 .7 2 L9

.0 0

BM 17.08.2016

0 1.5

7.5 + 10

L15

Y= 2968968.3473

R1 2ND ISSUE

12NOS. L15

L15

6 10

TK 29.08.2016

L15 1.7 2

5 7.

EQ 0 4.6

R2 LIGHTING UPDATE

+ 107.75

L15

5 6.

. EQ

EQ 4.60

. L9 EQ

0 7. 10

.00

5. LIGHTING FIXTURE TYPE L9 IS PLACED UNDERWATER, CONSIDERING THE LEVEL OF THE WATER IS MAINTAINED IN THE WETLAND AS PER DRAWING NOS. GRD-ACM-LS-CD-DWG-311_01&02 -WETLAND LEVELS AND GRADING PLAN.

3.28

08 +1

4. REFER TO LIGHTING SCHEDULE DWG NO. GRD-ACM-LS-DD-DWG-060-01_R3 FOR THE SPECIFICATIONS OF THE LIGHTING FIXTURES

REV. DESCRIPTION

EQ 0 4.6

3. ALL L5 TYPE GROUND UPLIGHTERS IN THE WETLAND AREA TO BE PLACED AS PER THE POSITION OF TREES. REFER TO DWG SERIES GRD-ACM-LS-CD-DWG-500 FOR TREES LAYOUT AND GRD-ACM-LS-CD-DWG-470 FOR TREE UPLIGHTER DETAIL.

AMENDMENT / ISSUE REGISTER

00 7. 10

. EQ

7 10

Y= 2968955.4170

1.3 01 .3

1:5

1. FOR FOR LIGHTING LIGHTING OFOF THE THE OVERALL OVERALL SITE SITE REFER Refer to TO series SERIES no. NO. GRD-ACM-LS-CD-DWG-220 GRD-ACM-LS-CD-DWG-220 2. REFER TO LIGHTING DETAILS GRD-ACM-LS-CD-DWG-470 FOR ALL LIGHTING FIXTURE DETAILS

EXISTING MAST LIGHT

NOTE: NOTES:

WETLAND AREA - LIGHTING SETTING OUT SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-12

R 1

KEY PLAN LEGEND: SITE BOUNDARY LINE BUND TOE CENTER LINE OF WETLAND STONE WALL

4 5 1 2 3

DIAPHRAGM WALL X.XXX

INTERMEDIATE DIMENSION

GENERAL NOTE:

CH-1400

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM. NOTES: 1. REFER TO MEP CONSULTANT'S DWG NOS. DELD15027_SHT_40_PH01_PL_0007 TO 0010 FOR THE COMPLETE PUMP & PIPE LOCATIONS ALONG WITH SIZES & SPECIFICATIONS FOR THE WETLAND AREA.

CULVERT 250 M

IL = 110.80

IL = 109.05

FOR ELECTRICAL CONDUIT (1 NO.) IL = 110.80 IL = 109.05

IL = 109.05

FOR ELECTRICAL CONDUIT (1 NO.) FOR ELECTRICAL CONDUIT (1 NO.)

SLEEVE FOR IRRIGATION MAIN LINE. SIZE TO BE CONFIRMED WITH IRRIGATION VENDOR IL = 107.65

DRWN CHKD

REV. DESCRIPTION

DATE

SLEEVE FOR IRRIGATION MAIN LINE. SIZE TO BE CONFIRMED WITH IRRIGATION VENDOR

AS 31.03.2016

IL = 105.85

CULVERT 300 MM

IL = 106.70

AMENDMENT / ISSUE REGISTER

FOR ELECTRICAL CONDUIT (1 NO.)

IL = 105.40

R0 FIRST ISSUE

SHEET TITLE :

FOR ELECTRICAL CONDUIT (1 NO.)

IL = 105.886 IL = 105.25

IL = 105.65

IL = 105.85

FOR ELECTRICAL CONDUIT (1 NO.)

IL = 106.70

IL = 105.486

CULVERT 300 MM

IL = 105.45 CULVERT 300 MM

IL = 105.4

FOR ELECTRICAL CONDUIT (1 NO.)

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

IL = 105.25

IL = 105.436

IL = 105.65

SUBMITTED BY

CULVERT 300 MM

FOR ELECTRICAL CONDUIT (1 NO.)

S.E.

PROJECT NAME

IL = 106.036

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

IL = 106.0

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

CULVERT 300 MM

MATCHLINE A

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SETTING OUT-SERVICES COORDINATION (SHEET 1 OF 2) SCALE

DATE

1:200

31.03.2016

DRWN. BY

CHKD. BY

AS BM

APPD. BY

01 312-21

WETLAND SERVICE COORDINATION SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-21

R 0

KEY PLAN LEGEND: SITE BOUNDARY LINE BUND TOE CENTER LINE OF WETLAND STONE WALL

4 5 1 2 3

DIAPHRAGM WALL X.XXX

INTERMEDIATE DIMENSION

GENERAL NOTE:

CH-1500

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

1. REFER TO MEP CONSULTANT'S DWG NOS. DELD15027_SHT_40_PH01_PL_0007 TO 0010 FOR THE COMPLETE PUMP & PIPE LOCATIONS ALONG WITH SIZES & SPECIFICATIONS FOR THE WETLAND AREA.

IL = 109.05

FOR ELECTRICAL CONDUIT (1 NO

IL = 109.05

IL = 107.486

CULVERT 250 MM

SLEEVE FOR IRRIGATION MAIN LINE. SIZE TO BE CONFIRMED WITH IRRIGATION VENDOR FOR ELECTRICAL CONDUIT (1 NO.)

IL = 107.45

R0 FIRST ISSUE

AS 31.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

IL = 107.45

IL = 105.85

FOR ELECTRICAL CONDUIT (1 NO.) IL = 105.85

, IL = 107.00 SHEET TITLE :

FOR ELECTRICAL CONDUIT (2 NOS.)

IL = 105.886

FOR ELECTRICAL CONDUIT (1 NO.)

IL = 105.85

IL = 105.25

IL = 106.75 IL = 105.85

FOR ELECTRICAL CONDUIT (2 NOS.)

IL = 105.25

CULVERT 300 MM IL = 105.10 IL = 105.45 CULVERT 300 MM

FOR ELECTRICAL CONDUIT (1 NO.)

IL = 106.75

FOR ELECTRICAL CONDUIT (3 NOS.) IL = 105.85

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

CULVERT 250 MM

FOR ELECTRICAL CONDUIT (3 NOS.)

IL = 106.343

FOR ELECTRICAL CONDUIT (1 NO.)

SUBMITTED BY

PROJECT NAME

IL = 105.25

FOR ELECTRICAL CONDUIT (1 NO.) IL = 105.10 FOR ELECTRICAL CONDUIT (1 NO .)

IL = 106.30

IL = 105.97

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

IL = 105.946

IL = 105.10

MATCHLINE A

FOR ELECTRICAL CONDUIT (1 NO .)

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SETTING OUT-SERVICES COORDINATION (SHEET 1 OF 2) SCALE

DATE

1:200

31.03.2016

DRWN. BY

CHKD. BY

AS BM

APPD. BY

02 312-22

WETLAND SERVICE COORDINATION SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-312-22

R 0

KEY PLAN GA & MATERIALS P1 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P2 - AXIS PAVING Ref to Dwg Series No 410

P3 - AXIS PAVING Ref to Dwg Series No 410

P4 - JOGGING TRACK PAVING Ref to Dwg Series No 410

P5 - BOARDWALK PAVING Ref to Dwg Series No 410

P6 - CYCLE TRACK PAVING Ref to Dwg Series No 410

P7 - PARKING DRIVEWAY Ref to Dwg Series No 410

P8 - SECONDARY AXIS PAVING Ref to Dwg Series No 410

P9 - PARKING BAYS Ref to Dwg Series No 410

CH=-1400

FOR PARKING Ref to Dwg Series No GRD-ACM-LS-CD-DWG-371

R6 R6

P10 - PLAZA PAVING TYPE 1 P10

KOTA STONE

Ref to Dwg Series No 410

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R5 R5

P11 - PLAZA PAVING TYPE 2

R5 R5 R5

P11

R5 R5 R5

ADDITIONAL NOTES:

Ref to Dwg Series No 410

JOGGING TRAC

RED SANDSTONE

P12

P12 - ENTRY PLAZA 1 Ref to Dwg Series No 410

P13

P13 - ENTRY PLAZA 2 Ref to Dwg Series No 410

P14

P14 - NIRMAL JTOYI PLAZA Ref to Dwg Series No 410

P15

P15 - PEDESTRIAN BRIDGE PAVING Ref to Dwg Series No 410

P16

P16 - PEDESTRIAN RAMP Ref to Dwg Series No

P17

P17 - PEDESTRIAN PAVING Ref to Dwg Series No

P18

P18 - PAVED AREA Ref to Dwg Series No

P19

P19 - VEHICULAR RAMP Ref to Dwg Series No

REFER TO SHRUBS AND GROUNDCOVER LAYOUT PLAN & SHRUBS & GROUNDCOVER SCHEDULE DWGS - GRD-ACM-LS-CD-DWG-510 SERIES & GRD-ACM-LS-CD-DWG-090-012 RESPECTIVELY.

REFER TO TREES LAYOUT PLAN & TREES PLANTING SCHEDULE DWGS GRD-ACM-LS-CD-DWG-500 SERIES & GRD-ACM-LS-CD-DWG-090-01 RESPECTIVELY.

REFER TO FURNITURE & SIGNAGE LAYOUT PLANS - GRD-ACM-LS-CD-DWG-200 SERIES

P4 JOGG ING T RACK

K RAC T E CL

FOR PLAZA 2 Ref to Dwg Series No GRD-ACM-LS-CD-DWG-490

PLAZA

FOR SECONDARY ENTRY Ref to Dwg Series No GRD-ACM-LS-CD-DWG-340

R2 R2 R2

+ 111.0

+ 110.5

R2 R2

+ 110.0 + 109.5

+ 110.5

+ 106.00

CK RA

COPING TYPE-4 Ref. Dwg. no. 420-05

COPING TYPE-5 Ref. Dwg. no. 420-05

COPING TYPE-6 Ref. Dwg. no. 420-05

6 10

TK 23.08.2016

DRWN CHKD

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

50 /

COPING TYPE-3 Ref. Dwg. no. 420-04

00 R2

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

/ /

R2 /

5.0 + 10 C5

ALK

R2 R2 R2

RDW BOA

/ /

05.

/ /

FLUSHED PAVING PARKING & DRIVEWAY Ref to Dwg Series No 400-01

.00

.5C5 0

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

RAISED STONE - STEPS EDGE RED SAND STONE Ref to Dwg Series No 400-01

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RAISED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-02

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

/ /

R2 R2

/ /

+ 106.0

.50

WL + 106.0

/ /

/ / /

WATER CONTOUR

S.E.

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-01

R2 R2

KERBS AND EDGES

5.5 1:4 P5

+ 106.5

R2 R2

+ 106.0

WL + 105.7

.50

0 .0

PLAZA

R2 /

1:3

5.5 + 10

6 10

.50

PLAZA 3

05 .5

COPING TYPE-2 Ref. Dwg. no. 420-04

C2 R2

+ C6 1 +

COPING TYPE-1 Ref. Dwg. no. 420-04

+ 108.5

.00 06 +1

WL + 106.0

WL + 106.60

+ 106.0

1:7

+ 108.0

.00

PA + 109.0

+ 109.5

C6 +1

.00 06 + 1 05.50 +1

REV. DESCRIPTION

+ 110.0

T LE C CY

+ 105.50

R0 FIRST ISSUE

COPING

1:5

PROJECT NAME

/ / / / / /

PEDESTRIAN PAVING

/ /

R2 /

R2/

R2 /

R2/

R2 /

/ R1

R1 /

/ R1

MATCHLINE A

WL + 105.7

E10

01 313-01

RAMP & PAVING EDGE Ref to Dwg Series No 400-02

SHEET TITLE WETLAND AREA GA & MATERIAL PLAN (SHEET 1 OF 2) SCALE

DATE

1:200

23.08.2016

DRWN. BY

CHKD. BY

TK BM

APPD. BY

NORTH

E11

FLUSHED PAVING WITH EXPANSION JOINT EDGE Ref to Dwg Series No 400-02

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

WETLAND GENERAL ARRANGEMENT & MATERIAL PLAN SCALE: 1:200 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-313-01

R 0

KEY PLAN GA & MATERIALS P1 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P2 - AXIS PAVING Ref to Dwg Series No 410

P3 - AXIS PAVING Ref to Dwg Series No 410

P4 - JOGGING TRACK PAVING Ref to Dwg Series No 410

P5 - BOARDWALK PAVING Ref to Dwg Series No 410

P6 - CYCLE TRACK PAVING Ref to Dwg Series No 410

P7 - PARKING DRIVEWAY Ref to Dwg Series No 410

P8 - SECONDARY AXIS PAVING Ref to Dwg Series No 410

P9 - PARKING BAYS Ref to Dwg Series No 410

R5 R5

CH=-1500

R5 R3

P10 - PLAZA PAVING TYPE 1

P10

KOTA STONE

Ref to Dwg Series No 410

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R5 R5

P11 - PLAZA PAVING TYPE 2 P11

RED SANDSTONE

R5 R5 R5

Ref to Dwg Series No 410

R5 R5 R5

ADDITIONAL NOTES: 1.

REFER TO SHRUBS AND GROUNDCOVER LAYOUT PLAN & SHRUBS & GROUNDCOVER SCHEDULE DWGS - GRD-ACM-LS-CD-DWG-510 SERIES & GRD-ACM-LS-CD-DWG-090-012 RESPECTIVELY.

REFER TO TREES LAYOUT PLAN & TREES PLANTING SCHEDULE DWGS GRD-ACM-LS-CD-DWG-500 SERIES & GRD-ACM-LS-CD-DWG-090-01 RESPECTIVELY.

REFER TO FURNITURE & SIGNAGE LAYOUT PLANS - GRD-ACM-LS-CD-DWG-200 SERIES FOR THE FURNITURE AND SIGNAGE LOCATIONS

R5 R5

P13

P13 - ENTRY PLAZA 2 Ref to Dwg Series No 410

P14

P14 - NIRMAL JTOYI PLAZA Ref to Dwg Series No 410

P15

P15 - PEDESTRIAN BRIDGE PAVING Ref to Dwg Series No 410

P16

P16 - PEDESTRIAN RAMP Ref to Dwg Series No

P17

P17 - PEDESTRIAN PAVING Ref to Dwg Series No

P18

P18 - PAVED AREA Ref to Dwg Series No

P19

P19 - VEHICULAR RAMP Ref to Dwg Series No

R3 R3

ACK

P12 - ENTRY PLAZA 1 Ref to Dwg Series No 410

P12 R5

RAC CLE T

TR CLE

P6 PA

R2 R2 R2

R2 R2

+ 111.0

R2 R2

+ 110.5

RAIN GARDEN

+ 110.0 + 109.5

PEDESTRIAN PAVING

R2 R2

10 8

+ 106.00

E12

E11

/ / /

/ /

RAIN GARDEN

/ /

R/ 2 /

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RAISED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-02

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

R2 /

/ /

R2 /

R/ 2

R2 /

R/ 2

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

PROJECT NAME

R/ 2

05. 0

R/ 2

05.

R2 R2

R/ 2

06.

D WALL @ 105.7 LVL.

RAISED STONE - STEPS EDGE RED SAND STONE Ref to Dwg Series No 400-01

E1 /

WL + 105.7 C5

FLUSHED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

/ /

R2 / /

/ /

C6 0 105.5

RAIN GARDEN

/ /

R2 /

R2 R2

WL + 105.7

WL + 106.0

/ /

R2 /

+ 105.50 + 105.00

DATE

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

0 5.0

.5 05

C5 C5

WL + 105.7

5.50

P10

+ 10

C6 + 106.0 WL

.00

.50 05

C.E.

DRG. NO.

R2 /

A.E.

FLUSHED PAVING PARKING & DRIVEWAY Ref to Dwg Series No 400-01

WL + 106.60 C6

APPROVED BY

/ /

.50

+ 10 6.00

+1 05 .50

+ 106

0 6.0

CHECKED BY

S.E.

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-01

/ /

R2 /

/ /

R2 /

.50

E.E.

+ 106.00

+1 06

06 .00 +1 05. 50

+ 106

J.E.

R2 R2

KERBS AND EDGES

/ /

C6 PA

RECOMMENDED BY

/ /

SUBMITTED BY

+ 106.00

COPING TYPE-6 Ref. Dwg. no. 420-05

SHEET TITLE :

E4 D WALL @ 106.0 LVL.

R1 /

/ /

E10

01 313-02

RAMP & PAVING EDGE Ref to Dwg Series No 400-02

SCALE

DATE

1:200

23.08.2016

DRWN. BY

CHKD. BY

TK BM

APPD. BY

NORTH

E11

FLUSHED PAVING WITH EXPANSION JOINT EDGE Ref to Dwg Series No 400-02

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

WETLAND GENERAL ARRANGEMENT & MATERIAL PLAN SCALE: 1:200 @A1

SHEET TITLE WETLAND AREA GA & MATERIAL PLAN (SHEET 2 OF 2)

MATCHLINE A

P10

+ 106.50

COPING TYPE-5 Ref. Dwg. no. 420-05

/ /

0 6.

WL + 107.20

COPING TYPE-4 Ref. Dwg. no. 420-05

+ 107.0

COPING TYPE-3 Ref. Dwg. no. 420-04

/ /

COPING TYPE-2 Ref. Dwg. no. 420-04

5 7.

6. +

7.50 + 10

R2 /

R2 R2

AMENDMENT / ISSUE REGISTER

COPING TYPE-1 Ref. Dwg. no. 420-04

/ / /

C1 /

6. R2

E11

/ /

+ 107.75

0 8.0

.00

.50

/ /

DATE

00 7.

R2 R2

+1 +1

WL + 106.60

/ / /

TK 23.08.2016

DRWN CHKD

REV. DESCRIPTION

ALK

W RD

/ /

RAIN GARDEN

R0 FIRST ISSUE

COPING

1:5

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-313-02

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

PATHWAY CENTRELINE

RAILING DETAILS - R2 REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-11

02 314-03

CH= -XXXX

JOGGING TRACK IN SLOPE

0.50

SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

1 1:

RL+112.25

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

FL 100.0

JOGGING TRACK DETAIL FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02

LEVEL TAG

KEY PLAN 0.00

COMPACTED EARTH

314-01

GENERAL NOTE:

LEVELS & GRADING

GRANULAR SUBBASE AS PER ENGINEER'S DETAIL

RAMP UP

RIVER WATER

STRUCTURE DETAILS REFER TO DWG. NO. FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B P.C.C. AS PER ENGINEER'S DETAIL

FGL+105.1

CHAINAGE LINE

WL+105.7

SLOPE

02 314-03

CHAINAGE TEXT

DIAPHRAGM WALL

SLOPE 1: 100

BUND TOE

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

STEPS LEVEL CHANGE

ADDITIONAL NOTES :

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

REFER TO RESPECTIVE STRUCTURAL DRAWINGS FOR THE STRUCTURAL DETAILS OF THE WETLAND RETAINING WALLS.

REFER TO WETLAND LEVELS AND GRADING PLAN DWG NOS. GRD-ACM-LS-CD-DWG-311-01 & 02

REFER TO SKETCH NO. GRD-LHS-5K-100-09 FOR DECK LOCATION.

REFER TO MEP CONSULTANT'S DWG FOR WETLAND DELD15027_SHT_40_PH01_PL_0007 TO 0010 FOR THE PLUMBING DETAILS

REFER TO WETLAND SERVICES PLAN GRD-ACM-LS-CD-DWG-312-21 &22 FOR THE LOCATION OF THE SLEEVES FOR THE SERVICES.

REFER TO WETLAND LIGHTING PLAN GRD-ACM-LS-CD-DWG-313-11&12 FOR THE LIGHTING DETAILS AND LOCATION.

WETLAND AREA SECTION THROUGH DECK SCALE: 1:50 @A1

CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP)

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

FILTRATION TANK (AS/ MEP) SWALE

RAILING DETAILS - R2 REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-11 SLOPE 1: 100

PERFORATED PIPE CULVERTS

FL+107.125

RAIN GARDEN D-WALL DRAIN

ABBREVIATIONS: RAIN GARDEN REFER TO GRADING PLAN DWG. SERIES NO. GRD-ACM-LS-CD-DWG-110

FINISH ROAD LEVEL

FINISH LEVEL

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

EXISTING JOGGING TRACK FOUNDATION FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

COMPACTED EARTH

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

WETLAND AREA SECTION THROUGH DECK

TOP OF RAMP

SCALE: 1:50 @A1

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

(CURRENT LEVEL OF D WALL AT THIS LOCATION)

ADDITIONAL D WALL TO MATCH DECK LEVEL

P.C.C. AS PER ENGINEER'S DETAIL GRANULAR SUBBASE AS PER ENGINEER'S DETAIL

02 314-01

BOARDWALK PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

R1 DETAIL TAGS UPDATED

23.08.2016

R0 FIRST ISSUE

31.03.2016

DRWN CHKD

REV. DESCRIPTION

BOARDWALK PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR SLOPE 1: 100

FL+107.60 SLOPE 1: 100

R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

IL+105.486

IL+105.45

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FL+107.1 SLOPE 1: 100

FL+106.75

EARTH MOUND AS/SPECIFICATION

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

250mm HUME PIPE AS/ MEP CONSULTANT' S SPECIFICATIONS R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

PEBBLE LAYER AS/STRUCTURE ENGINEER'S DETAILS

SHEET TITLE WETLAND AREA SECTIONS (SHEET 1 OF 2) SCALE

DATE

1:50 COMPACTED EARTH

COMPACTED EARTH

DRWN. BY

CHKD. BY

TK BM

APPD. BY

03 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

04 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

05 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

RELEASED FOR

31.03.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-314-01

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE

DIAPHRAGM WALL

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RAMP UP

RIVER WATER 05

LEVELS & GRADING

1 1:

RL+112.25

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG

KEY PLAN 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

BOULDERS; SIZE: 300-400MM; NON SCOURING LAYER; AS/ SPECIFICATIONS

3 316-02

STEPS LEVEL CHANGE

ADDITIONAL NOTES :

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

REFER TO RESPECTIVE STRUCTURAL DRAWINGS FOR THE STRUCTURAL DETAILS OF THE WETLAND RETAINING WALLS.

REFER TO WETLAND LEVELS AND GRADING PLAN DWG NOS. GRD-ACM-LS-CD-DWG-311-01 & 02

REFER TO SKETCH NO. GRD-LHS-5K-100-09 FOR DECK LOCATION.

REFER TO MEP CONSULTANT'S DWG FOR WETLAND DELD15027_SHT_40_PH01_PL_0007 TO 0010 FOR THE PLUMBING DETAILS

REFER TO WETLAND SERVICES PLAN GRD-ACM-LS-CD-DWG-312-21 &22 FOR THE LOCATION OF THE SLEEVES FOR THE SERVICES.

REFER TO WETLAND LIGHTING PLAN GRD-ACM-LS-CD-DWG-313-11&12 FOR THE LIGHTING DETAILS AND LOCATION.

CATCH BASIN (AS/ MEP)

1 316-02

OVERFLOW AT WALL DROP LOCATIONS MAN HOLE (AS/ MEP) 250MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

D WALL AS/SITE

TW+106.3

FILTRATION TANK (AS/ MEP) SWALE

FG+105.85 +105.50

TW+105.4

PERFORATED PIPE

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED

FG+105.35

FG+105.1

CULVERTS RAIN GARDEN D-WALL DRAIN

300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR

MATCHLINE A

ABBREVIATIONS:

06 314-02

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

GEOTEXTILE LAYER, AS/ SPECIFICATIONS

WETLAND_SECTION - 6 (1 OF 2)

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

R1 DETAIL TAGS UPDATED

23.08.2016

R0 FIRST ISSUE

14.04.2016

DRWN CHKD

REV. DESCRIPTION

300MM. THK TOP SOIL FOR MARGIN PLANTING

SCALE: 1:50 @A1

1 316-02

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

A.E.

C.E.

DRG. NO.

DATE

SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01

PROJECT NAME

RAILING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-02

DATE

S.E.

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

MATCHLINE A

300MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED 300MM. THK TOP SOIL FOR MARGIN PLANTING

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SECTIONS (SHEET 2 OF 2) SCALE

1:50 GEOTEXTILE LAYER, AS/ SPECIFICATIONS

DRWN. BY

CHKD. BY

TK BM

APPD. BY

07 314-02

WETLAND_SECTION - 6 (2 OF 2) SCALE: 1:50 @A1

DATE

RELEASED FOR

14.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-314-02

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BOARDWALK HANDRAIL - R2 Refer to DWG No. GRD-ACM-LS-CD-DWG-450-11

BUND TOE PATHWAY CENTRELINE

50MM THK, KOTA STONE SLATS; SIZE: 900 x 150 MM; FINISH: SANDBLASTED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

300

50MM THK, KOTA STONE SLATS; SIZE: 900 x 150 MM; FINISH: SANDBLASTED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

20MM THK, KOTA STONE CLADDING; SIZE: 275 x 320 MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

60 70

NICHE FOR 'L3' RAILING LIGHTS (AT SPACING AS PER SETTING OUT) Refer to Dwg No. GRD-ACM-LS-CD-DWG-313-11 & 12 35

CHAINAGE LINE

2 NOS. ELECTRICAL CONDUITS

340

300 RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LEVELS & GRADING RL+112.25

SPACE FOR L10 LINEAR LIGHT FIXING (CONTINUOUS)

RAMP UP

RIVER WATER

1 1:

E E

CHAINAGE TEXT

DIAPHRAGM WALL BOARDWALK HANDRAIL - R2 Refer to DWG No. GRD-ACM-LS-CD-DWG-450-11

SCREED TO SLOPE (MIN. 50MM)

340 80

CH= -XXXX

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

300 - 400mm THK. TOP SOIL FOR MARGINAL PLANTING

500

20MM THK, KOTA STONE CLADDING; SIZE: 275 x 175 MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

STEPS LEVEL CHANGE

ADDITIONAL NOTES :

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

REFER TO RESPECTIVE STRUCTURAL DRAWINGS FOR THE STRUCTURAL DETAILS OF THE WETLAND RETAINING WALLS.

REFER TO WETLAND LEVELS AND GRADING PLAN DWG NOS. GRD-ACM-LS-CD-DWG-311-01 & 02

REFER TO SKETCH NO. GRD-LHS-5K-100-09 FOR DECK LOCATION.

REFER TO MEP CONSULTANT'S DWG FOR WETLAND DELD15027_SHT_40_PH01_PL_0007 TO 0010 FOR THE PLUMBING DETAILS

REFER TO WETLAND SERVICES PLAN GRD-ACM-LS-CD-DWG-312-21 &22 FOR THE LOCATION OF THE SLEEVES FOR THE SERVICES.

REFER TO WETLAND LIGHTING PLAN GRD-ACM-LS-CD-DWG-313-11&12 FOR THE LIGHTING DETAILS AND LOCATION.

THE VERTICAL CLADDING TO BE STUCK USING A TILE ADHESIVE WITH FLEXIBLE RUBBERISED CHIPS

CATCH BASIN (AS/ MEP)

300

MAN HOLE (AS/ MEP) 300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR

FILTRATION TANK (AS/ MEP) SWALE

GEOTEXTILE LAYER, AS/ SPECIFICATIONS

PERFORATED PIPE CULVERTS RAIN GARDEN D-WALL DRAIN

ABBREVIATIONS:

WETLAND AREA - BOARDWALK EDGE DETAIL

314-03

WETLAND AREA - DECK EDGE DETAIL

314-03

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

R0 FIRST ISSUE

50MM THK, KOTA STONE SLATS; SIZE: 900 x 150 MM; FINISH: SANDBLASTED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

26.08.2016

DRWN CHKD

REV. DESCRIPTION

50MM THK, KOTA STONE SLATS; SIZE: 900 x 150 MM; FINISH: SANDBLASTED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

20MM THK, KOTA STONE CLADDING; SIZE: 275 x 320 MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA DETAILS

SCALE

DATE

1:10 DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 03 314-03

WETLAND AREA - BOARDWALK EDGE DETAIL

04 314-03

WETLAND AREA - BOARDWALK DECK DETAIL

RELEASED FOR

26.08.2016

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-314-03

R 0

KEY PLAN

4 5 1 2 3 REEDS AND OTHER WETLAND PLANTING AS/ PLANTING PLAN RAIN GARDEN NATURAL BOULDERS; AGGREGATE SIZE: 300-450MM; COLOR: NATURAL FINISH: SMOOTH

FGL +1.0

TW +1.60

TW +1.30

TW +1.40

03 316-02

01 316-02

FGL +1.0

WL +1.3

WL +1.30

TW +1.40

TW +1.50

FGL +1.0

TW +1.60

TW +1.40

FGL +1.0

WL +1.30

TW +1.60

TW +1.40

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED TW +1.60

TW +1.40

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

FGL -0.30 FGL -0.30

FGL -0.30

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LIMESTONE CLADDING; SIZE: 450(L) X200(W) X 20(D)MM; COLOUR: RED; FINISH: MATTE SILICON, JOINTS: TOOLED MAX 2MM RECESSED 2MM THK MORTAR TO MATCH STONE COLOUR

RAIN GARDEN

WATER OVERFLOW

1 316-01

WETLAND_COPING DETAIL TYPICAL PLAN SCALE: 1:25 @A1

WATER OVERFLOW REEDS AND OTHER WETLAND PLANTING AS/ PLANTING PLAN 03 316-02

01 316-02 TW +1.60

TW +1.60 TW +1.50

TW +1.60

TW +1.50 TW +1.30

1600

TW +1.30

08.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

TW +1.30

FGL -0.30

1300

WEEP HOLES AT 1M C/C DISTANCE TO STRUCTURAL ENGINEER'S DETAILS NATURAL BOULDERS; AGGREGATE SIZE: 150-250MM; COLOR: NATURAL FINISH: SMOOTH

FGL -0.30

SHEET TITLE :

1000

1600

TW +1.30

R0 FIRST ISSUE

AMENDMENT / ISSUE REGISTER

TW +1.40

03 316-01

LIMESTONE CLADDING; SIZE: 450(L) X200(W) X 20(D)MM; COLOUR: RED; FINISH: MATTE SILICON, JOINTS: TOOLED MAX 2MM RECESSED 2MM THK MORTAR TO MATCH STONE COLOUR

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

GEOTEXTILE FILTER FABRIC TO SPECIALIST SPECIFICATION

A.E.

C.E.

300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR

DRG. NO.

DATE

50-200MM THK. PEBBLE STONES with 300-400 MM THK TOP SOIL FOR MARGIN PLANTING AS SPECIFIED

FGL -0.30

S.E.

COMPACTED EARTH

PROJECT NAME 2 316-01

WETLAND_COPING DETAIL TYPICAL ELEVATION SCALE: 1:25 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

PCC MORTAR AS/ SPECIFICATIONS

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

RCC WALL TO STRUCTURAL ENGG.'S DETAILS 50

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA TYPICAL DETAILS (SHEET 1 OF 2) SCALE

2 316-01

WETLAND_COPING DETAIL TYPICAL PLAN SCALE: 1:25 @A1

LIMESTONE CLADDING; SIZE: 450(L) X200(W) X 20(D)MM; COLOUR: RED; FINISH: MATTE SILICON, JOINTS: TOOLED MAX 2MM RECESSED 2MM THK MORTAR TO MATCH STONE COLOUR STRUCTURE WALL CENTRELINE

DATE

AS SHOWN DRWN. BY

CHKD. BY

AS BM

APPD. BY

RELEASED FOR

08.03.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-316-01

R 0

KEY PLAN

4 5 1 2 3

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

GENERAL NOTE: TW +1.60

REEDS AND OTHER WETLAND PLANTING AS/ PLANTING PLAN

300

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION ; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

300 MIN.

700

WL+1.30

SL OP E

300 - 400MM. THK TOP SOIL FOR MARGIN PLANTING NATURAL BOULDERS; AGGREGATE SIZE: 150-250MM; COLOR: NATURAL FINISH: SMOOTH

1700

RIVER PEBBLE BEDDEPTH:100-200M; AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED 300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR 300

GEOTEXTILE LAYER, AS/ SPECIFICATIONS RCC WALL TO STRUCTURAL ENGG'S DETAILS

300 MIN.

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED

FGL -300.0

COMPACTED EARTH; AS/ SPECIFICATIONS

LIGHTING FIXTURE, L9; GROUND EMBEDDED; Refer to lighting schedule GRD-ACM-LS-CD-DWG-060-01 300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR GEOTEXTILE LAYER, AS/ SPECIFICATIONS

RANDOM RUBBLE CLADDING; SIZE: VARIES(L) X VARIES(W) X 60(D)MM; COLOUR: NATURAL; FINISH: CLEFT, JOINTS: TOOLED MAX 2MM RECESSED MORTAR TO MATCH STONE COLOUR

300MM. THK TOP SOIL FOR MARGIN PLANTING

R1 LIGHT LOCATION UPDATED

26.08.2016

R0 FIRST ISSUE

08.03.2016

DRWN CHKD

REV. DESCRIPTION

TW +1.60

AMENDMENT / ISSUE REGISTER

WETLAND_COPING DETAIL TYPICAL SECTION 1 SCALE: 1:10 @A1

300

1 316-02

TW +1.40

REEDS AND OTHER WETLAND PLANTING AS/ PLANTING PLAN WL+1.30

FGL+1.00 (MIN) SL

150

SHEET TITLE :

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED

400

300

TW +1.30

NATURAL BOULDERS; AGGREGATE SIZE: 150-250MM; COLOR: NATURAL FINISH: SMOOTH

1400

300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR GEOTEXTILE LAYER, AS/ SPECIFICATIONS LIMESTONE CLADDING; SIZE: 450(L) X200(W) X 20(D)MM; COLOUR: RED; FINISH: MATTE SILICON, JOINTS: TOOLED MAX 2MM RECESSED 2MM THK MORTAR TO MATCH STONE COLOUR

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

FGL -300.0 (MIN.)

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RCC WALL TO STRUCTURAL ENGR'S DETAILS FLAT NATURAL BOULDER AT THE BASE OF WATER FLOW; AGGREGATE SIZE: 150-250MM; COLOR: NATURAL FINISH: SMOOTH

RANDOM RUBBLE WALL CLADDING

GEOTEXTILE LAYER, AS/ SPECIFICATIONS

LIMESTONE WALL CLADDING

300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR 300MM. THK TOP SOIL FOR MARGIN PLANTING

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA TYPICAL DETAILS (SHEET 2 OF 2) SCALE

316-02

SCALE: NA

3 316-02

DATE

AS SHOWN DRWN. BY

CHKD. BY

AS BM

APPD. BY

REFERENCE IMAGE FOR STONE WALL ELEVATION

S.E.

PROJECT NAME

WEEP HOLES AT 1M C/C DISTANCE TO STRUCTURAL ENGINEER'S DETAILS

DATE

RELEASED FOR

08.03.2016 NORTH

INFORMATION REVIEW

SIZE

WETLAND_COPING DETAIL TYPICAL SECTION 2

STATUS

SCALE: 1:10 @A1

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG- 316 - 02

R 0

KEY PLAN

4 5 1 2 3 GENERAL NOTES :1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

R0 FIRST ISSUE

13.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

316-03

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA TERRACED WALLS TYPICAL FALL MODULES-1M SCALE

DATE

AS SHOWN DRWN. BY

CHKD. BY

AH AM

APPD. BY

RELEASED FOR

13.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-316-03

R 0

KEY PLAN

R0 FIRST ISSUE

01.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

316-04

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA TERRACED WALLS TYPICAL FALL MODULES-2M SCALE

DATE

AS SHOWN DRWN. BY

CHKD. BY

AH AM

APPD. BY

RELEASED FOR

01.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-316-04

R 0

KEY PLAN

R0 FIRST ISSUE

01.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

01 316-05

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA TERRACED WALLS TYPICAL FALL MODULES - 3M SCALE

DATE

AS SHOWN DRWN. BY

CHKD. BY

AH AM

APPD. BY

RELEASED FOR

01.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-316-05

R 0

KEY PLAN

R0 FIRST ISSUE

01.04.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

01 316-05

SHEET TITLE WETLAND AREA TERRACED WALLS TYPICAL FALL MODULES - 5M SCALE

DATE

AS SHOWN DRWN. BY

CHKD. BY

AH AM

APPD. BY

RELEASED FOR

01.04.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-316-06

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE DIAPHRAGM WALL RAMP UP

PLANTING AREA RIVER WATER

LEVELS & GRADING RL+112.25

LEVEL BY OTHERS

1: 1

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR

LEVEL DROP TAG

MH UP

STEPS LEVEL CHANGE NOTE: RIDGE LINE FOR DRAINAGE

1. FOR LEVELS AND GRADING OF THE OVERALL SITE REFER TO DWG NO. GRD-ACM-LS-CD-DWG-110-01

CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP)

11 1

FILTRATION TANK (AS/ MEP) SWALE

0.5

11 0.5 0

110.0

FL +111.00

2. FOR LEVELS AND GRADING OF THE WETLAND AREA REFER TO DWG NO. GRD-ACM-LS-CD-DWG-311-01&02

PERFORATED PIPE

CULVERTS

.0 FL +110.50

9.5 FL +110.00

10 8.0

10 9

10 8.5

109.5

8.5

RAIN GARDEN

109.0

D-WALL DRAIN

11 0

FL +109.5

ABBREVIATIONS:

FL +109.0

1:9

FL +108.5

9.0

9.5

FL +108.15

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

10 8

TW +109.25

TW +107.50

FL +108.15

08 .0

1:5

7.8

.50

+ 107.75

3 1:

.00

10 7. 5

7. 0

10 6. +

.50

6.5

WL + 107.20

0 +1

+ 106.00

.50

+ 10

6.00

WL + 106.60

TW +106.60

WL + 106.0

5.50

FG +105.35

0 6.0

0 5.5

FG +105.35

3.0

7.00

PIPE.

ELECTRICAL PA NEL FOR SUMP

SUPPLY

+ 106

10 6.7 5

PIPE.

FL +106.65

.50

WATER OPENIN G POINT(TYP.)

FG +105.1

RECOMMENDED BY

CHECKED BY

APPROVED BY

DRG. NO.

DATE

PROJECT NAME

.5 05

5.0

+1 +1

SUPPLY PIPE. .50 + 105

1:45 06.

FL +107.125 ( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

FL +107.125

05.

+1 05.

, 1:15

WL + 105.7

+ 105.50

SUBMITTED BY

WL + 105.7

TW +106.0

SUPPLY PIPE.

SHEET TITLE :

10 6.7 5

FL +106.65

0 +1

WL + 106.0

FL +107.125

VA CH LVTW +106.30 + 106 AM E W .00 BE ITH R

TW +106.90

TW +106.30

WL + 105.7

SUPPLY

0 +1

+ 10

OPENIN WATER YP.) POINT(T

G OPENIN WATER .) P Y POINT(T

7.0

VA CH LV AM E W BE ITH R

TW +106.60

1:5

+1 06

WITH VALVE ER CHAMB

TW +106.90

FG +105.85

FG +105.85 .00

+ 106.50

+ 106.00

TW +107.50

TW +107.20

+ 106.00 G OPENIN R E T A W .) YP POINT(T

FL +107.176

1:3

0 + 107.0 Y PIPE.

SUPPL

G OPENIN WATER .) P Y POINT(T

7.0

PIPE SUPPLY

7.50 + 10

1:3

FG +105.85

7.5

1:2.7

FG +106.45

(3NOS.)

8.0

TW +107.50

+ +

FL +107.70

10 9.5 0

TW +107.50

FL +108.15

PIPE. SUPPLY

8.5

FL +107.67

SLOP

10 06

.00

9.0

FL +108.05

OPENIN

WATER

WETLAND DECK

+ 105.00

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

8.0

7.5

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

TW +105.40

ep 1.5m De 2.5x2.5x H PUMP. IT SUMP W

10 7.0 0

MATCHLINE A

TW +106.0 10 6.5 0

FL +107.125

6.2

SHEET TITLE WETLAND AREA LEVELS AND GRADING PLAN (SHEET 2 OF 2) PLUMBING SCHEME. SCALE

DATE

1:200

19.08.2016

DRWN. BY

S.K

CHKD. BY

R.K N.S

APPD. BY

B -

WETLAND AREA : LEVELS AND GRADING PLAN SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

DELD15027_SHT_40_PH01_PL_0008

R 1

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL RAMP UP

PLANTING AREA

MH RIVER WATER

LEVELS & GRADING RL+112.25

LEVEL BY OTHERS

1 1:

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG 0.00

CONTOUR INTERVAL CONTOUR

LEVEL DROP TAG UP

STEPS LEVEL CHANGE NOTE:

1.0

RIDGE LINE FOR DRAINAGE

1.5

1. FOR LEVELS AND GRADING OF THE OVERALL SITE REFER TO DWG NO. GRD-ACM-LS-CD-DWG-110-01

CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP)

110.

110.0

1.5

FILTRATION TANK (AS/ MEP)

11 2.0 11

109

.50

109 .0

SWALE

FL +111.35 0

FL +110.35

+ 110.5

+ 110.0 + 109.5

TW +109.25

SLOPE

FG +109.20

ABBREVIATIONS:

+ 111.0

SLOPE

9.5

9.0

FG +110.95 TW +111.00

10 10

D-WALL DRAIN

FL +111.00

0.0 0

8. 00

TW +109.25

10 7.

O SL

FL +109.35 FL +109.25

+ 110.5

+ 106.00

E LOP

FG +107.45

TW +107.50

0.6

1:1

1:5 + 110.0

+ 50 7.

00 7.

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

R1 REVISED AS PER COMMENT

RK 02.09.2016

BOTTOM OF WALL

R0 FIRST ISSUE

AS 15.06.2016

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

, SHEET TITLE :

+ 0 6.

FG +105.85

CHECKED BY

APPROVED BY

DRG. NO.

DATE

5.5 1:4 +1 06 .00 +1 05. 50

FL +107.05 FG +105.70

+ 106.0

WATER CONTOUR

TW +105.40

06 .50

PROJECT NAME

.50

WATER OPENIN G POINT(TYP.)

WL + 106.0 ( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

FG +105.1 TW +105.40

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

SUPPLY PIPE.

D. WALL ABOVE

WL + 105.7 HUME PIPE LOCATION REFER TO DWG NO. GRD-ACM-LS-CD-DWG-160-01-05

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

D. WALL BELOW

MATCHLINE A

ER PIPE WITH FOOT VALVE

RECOMMENDED BY

TW +106.30

SECTION HEAD

FINISH ROAD LEVEL

FL +107.45

FL +106.50

SUBMITTED BY

+ 106.5

FG +105.1 EMERGENCY PU MP DELIVERY HEAD ER

FG +107.60

SUPPLY PIPE.

WL + 105.7 TW +106.35

TW +105.80

.7 1:3

+ 106.0

TW +106.10

PIPE.

SUPPLY

FL +107.70

5. 50

WL + 106.60

+ 105.50

5.0

+ 10

5.50 + 10

TW +107.50

+ 106.0

.00

.50

+ 108.5

FG +105.35 +

7.5

WL + 106.0

TW +105.20

OPENIN WATER YP.) (T T IN PO

3. 1:

.00

TW +106.30

.50 06

1:7

+ 109.0

+ 108.0

O SL

TW +106.60

+ 109.5

FL +106.35

G OPENIN WATER .) P Y POINT(T

25 6.

FL +108.35

FL +107.50

TW +106.90

.00 06 + 1 05.50 +1

TW +107.50

PLAZA 3

CULVERTS RAIN GARDEN

11 0

1.0

0.5

PERFORATED PIPE 0

.0 FL +110.50

8.5

11 0.5

FL +111.35 FL +111.00

PLAZA 2

2.3

.2 111

2. FOR LEVELS AND GRADING OF THE WETLAND AREA REFER TO DWG NO. GRD-ACM-LS-CD-DWG-311-01&02

SHEET TITLE WETLAND AREA LEVELS AND GRADING PLAN (SHEET 1 OF 2) PLUMBING SCHEME. SCALE

DATE

1:200

19.08.2016

DRWN. BY

S.K

CHKD. BY

R.K N.S

APPD. BY

A -

WETLAND AREA : LEVELS AND GRADING PLAN SCALE: 1:200 @A1

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

DELD15027_SHT_40_PH01_PL_0007 Xref \\Inggn1fp003\data\PDD\Projects\2015\DELD15027_Gomti Riverfront Development\04CAD\Stage 3.1- Construction Design\4.4Blocks\LEGEND\LEGEND_Levels & Grading.dwg

R 1

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

CH= -1400

KEY PLAN

RAILING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-02

JOGGING TRACK IN SLOPE

FL+107.125

SLOPED

WL+105.7

4 5 1 2 3

SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01 / /

STRUCTURE DETAILS REFER TO DWG. NO. FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B P.C.C. AS PER ENGINEER'S DETAIL

GENERAL NOTE:

/ /

/ / /

/ /

NEED TO PUT ON SITE

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE.

/ / /

/ /

2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO.

/ /

NEED TO PUT ON SITE

/ /

NEED TO PUT ON SITE

GRANULAR SUBBASE AS PER ENGINEER'S DETAIL

LOCATION AND IL AS/SITE

FGL+105.1

NEED TO PUT ON SITE

/ / / /

JOGGING TRACK DETAIL FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02

/ / / / /

3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, ONSEQUENTIAL .

KEY PLAN 01 310-01

4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT.

6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

WETLAND AREA SECTION THROUGH DECK SCALE: 1:50 @A1

NOTE :

FL+107.125

REFER TO RESPECTIVE STRUCTURAL DRAWINGS FOR THE LANDSCAPE COMPONENTS

REFER TO LEVEL AND GRADING PLAN DWG NOS. GRD-ACM-LS-CD-DWG-311-01 & 02 AND GRD-ACM-LS-CD-DWG-110 SERIES FOR THE LEVELS AND GRADING PLAN.

REFER TO SKETCH NO. GRD-LHS-5K-100-09 FOR DECK LOCATION.

FL+107.125 RAIN GARDEN REFER TO DWG. SERIES NO. GRD-ACM-LS-CD-DWG-440

COMPACTED EARTH

02 310-01

WETLAND AREA SECTION THROUGH DECK

R1 REVISED AS PER COMMENT

S.K

R.K 02.09.2016

R0 FIRST ISSUE

S.K

R.K

DRWN CHKD

REV. DESCRIPTION

SCALE: 1:50 @A1

19.08.2016 DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

IL+106.036

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

IL+105.45

0.30

IL+105.486

IL+106.0

SUBMITTED BY

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 03 310-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

04 310-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

05 310-01

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SECTIONS (SHEET 1 OF 2) PLUMBING LAYOUT SCALE

DATE

1:50 DRWN. BY

S.K

CHKD. BY

R.K N.S

APPD. BY

RELEASED FOR

19.08.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

DELD15027_SHT_40_PH01_PL_3001

R 1

CH= -1400

KEY PLAN MH

11 1.0

1.5

MH 11 1

11 1

11 0.5

11 2.0

10 8.0

10 9.5

8.5

4 5 1 2 3

109.0

8.5

9.0

1.2 11

11 1.0

109.5

0 11 0.0

11 2.3

0.5

110.0

11 1

0.5

0.0

9.5

9.0

0 10 9.0 10 8.5

7.8

/ /

10 8.0

10 7.5

NEED TO PUT ON SITE

GENERAL NOTE:

7.0

/ /

.75

LOCATION AND IL AS/SITE

/ / /

/ / / /

/ / /

NEED TO PUT ON SITE

6.7

NEED TO PUT ON SITE

/ / /

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE.

10 6

7.5 10

NEED TO PUT ON SITE

/ / / /

7.5

/ / / /

6.5

7.0

2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO.

3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, ONSEQUENTIAL .

KEY PLAN

6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE : 1.

REFER TO RESPECTIVE STRUCTURAL DRAWINGS FOR THE LANDSCAPE COMPONENTS REFER TO LEVEL AND GRADING PLAN DWG NOS. GRD-ACM-LS-CD-DWG-311-01 & 02 REFER TO SKETCH NO. GRD-LHS-5K-100-09 FOR DECK LOCATION.

2. 3.

BOULDERS; SIZE: 100-200MM; NON SCOURING LAYER; AS/ SPECIFICATIONS

3 316-02

LOWERED DOWN D WALL

0.30

1 316-02

FALLING WATER 250MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

TW+106.3 FG+105.85

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED

FG+105.35

FG+105.1

0.30

1.96

0.30

+105.50

TW+105.4

100MM THK. GRAVEL TO ENGR'S DETAIL

R1 REVISED AS PER COMMENT

S.K

R.K 02.09.2016

R0 FIRST ISSUE

S.K

R.K

DRWN CHKD

MATCHLINE A

REV. DESCRIPTION

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

19.08.2016 DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

RAILING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-02

0.30

1 316-02

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03 SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

MATCHLINE A

300MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

1 310-01

WETLAND_SECTION -1 SCALE: 1:50 @A1

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED 100MM THK. GRAVEL TO ENGR'S DETAIL

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SECTIONS (SHEET 2 OF 2) PLUMBING LAYOUT SCALE

DATE

1:50 DRWN. BY

S.K

CHKD. BY

R.K N.S

APPD. BY

RELEASED FOR

19.08.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

DELD15027_SHT_40_PH01_PL_3002

R 1

KEY PLAN

4 5 1 2 3

NOTE:- 75X75MM JUNCTION BOX SHALL BE INSTALLED UNDER EACH LIGHT FIXTURE L9,L15

GENERAL NOTE:

75X75MM JUNCTION BOX

L2 CAL

+ 110.5 + 110.0 + 109 .5

150MM

DIA PI P

E ELE

+ 110

CTRICL2 AL

+ 106.00

1.72

.50

6. 00

.50

6. 50

5.5

WL + 10

6.0

+ 106.00

3 L9

WL + 10

1.7 L9

0 06.0

.50

5 + 10

1.7

6.60

05.

, SHEET TITLE :

L9 L9

L9 0

L9 L9

+ 106.50

06.

L15

+ 106.0

L15

L15 L15

2.1 5

1.7

01 1.5

+ 107.00

7.20

L15

CTRIC A

.50

+ 107

L15

WL + 10

E ELE

L15

2.0

12NOS . L15

L15

DIA PI P

L10

.75

L10 L5

L15 L9

+ 107

L15

2.1 5

EQ.

150MM

3.28

EQ 4.60

6 1.

.00

EQ. L9

EQ.

1.7

.0 07 +1

CONTOU R

08 +1

.0 06 +1

.5 06 +1

1.7

EQ.

.50

.00

EQ.

WATER

EQ.

+ 106.0

EQ. EQ.

EQ.

.00

EQ 4.60

EQ. L3

.50

EQ 0 4.6

.5 1:45

EQ.

4.21 L3

L3 L3

L5 10 4.

EQ 4.60

EQ.

L3 L3

50 50

EQ.

L3 L3

EQ. L9

EQ.

+ 106.5

EQ 4.60

5.17 L10

5. 5.

EQ.

+ 106.0

8 10

EQ 0 4.6

. EQ

10 +

0 5. 10

6.60

:3.7

+ 105

06.

.50

+ 105

05.

+ 108 .0

WL + 10

6.0

0 06.

WL + 10

L9 +1

+ 108

5 06. +1

1:7

8.0

1:5

1.72

CTRIC A

. 7 2 1.7

0 9. 10

+ 109

E ELE

00 06. + 1 .50 5 + 10

1. 72

DIA PI P

+ 109

150MM

1. 30 1. 3

ECTRI

+ 110

+ 111.0

+1 06.5 0

L5 +1 06.0 0

WL + 10 5.7

WL + 10 6.0

05 +1

+ 105 .50 + 105 .00

+ 105.50

L9 L9

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

1.72 1.73

DIA PI PE EL

6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

1.72

150MM

5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, ONSEQUENTIAL .

.50

L9 00 05. 1 6 1 + .

1.1

5 1.75 1.75 1.7 1.05

S.E.

PROJECT NAME

X=5.749

WL + 10

7031.

89 BRIDGE TO PROPOSED PONDING REGULATOR Y= 29 ( FROM HARDING , 68919 .73 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND CABLE ROUTING LAYOUT

SCALE

DATE

1:150

08.09.2016

DRWN. BY

CHKD. BY

MR MR

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING DRAWING NUMBER

GRD-ACM-EL-CD-DWG-0006

CONSTRUCTION AS BUILT REV

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

PATHWAY CENTRELINE

RAILING DETAILS - R2 REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-11

02 314-03 SLOPE 1: 100

BUND TOE

CHAINAGE TEXT CH= -XXXX

JOGGING TRACK IN SLOPE

DIAPHRAGM WALL

SLOPE 1: 100

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER 05

STRUCTURE DETAILS REFER TO DWG. NO. FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B P.C.C. AS PER ENGINEER'S DETAIL

LEVELS & GRADING

RL+112.25

LEVEL BY OTHERS FLOW DIRECTION/SLOPE

GRANULAR SUBBASE AS PER ENGINEER'S DETAIL

FGL+105.1

RAMP UP

WL+105.7

SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01

0.50

SLOPE

CU. AR. CABLE BURIED IN GROUND

02 314-03

CHAINAGE LINE

FL 100.0

JOGGING TRACK DETAIL FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02

LEVEL TAG

KEY PLAN 0.00

COMPACTED EARTH

01 314-01

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

WETLAND AREA SECTION THROUGH DECK SCALE: 1:50 @A1

CATCH BASIN (AS/ MEP) MAN HOLE (AS/ MEP) WIRE IN 25MM PVC CONDUIT

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

FILTRATION TANK (AS/ MEP) SWALE

RAILING DETAILS - R2 REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-11 SLOPE 1: 100

PERFORATED PIPE CULVERTS

FL+107.125

RAIN GARDEN D-WALL DRAIN

CU. AR. CABLE BURIED IN GROUND

ABBREVIATIONS: RAIN GARDEN REFER TO GRADING PLAN DWG. SERIES NO. GRD-ACM-LS-CD-DWG-110

FINISH ROAD LEVEL

FINISH LEVEL

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

EXISTING JOGGING TRACK FOUNDATION FOR STRUCTURE, REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

COMPACTED EARTH

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

WETLAND AREA SECTION THROUGH DECK

TOP OF RAMP

SCALE: 1:50 @A1

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

(CURRENT LEVEL OF D WALL AT THIS LOCATION)

ADDITIONAL D WALL TO MATCH DECK LEVEL

P.C.C. AS PER ENGINEER'S DETAIL GRANULAR SUBBASE AS PER ENGINEER'S DETAIL

02 314-01

DRWN CHKD

REV. DESCRIPTION

75X75MM JUNCTION BOX

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

CU. AR. CABLE WIRE IN CODUIT

BOARDWALK PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03

WIRE IN 25MM PVC CONDUIT

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR SLOPE 1: 100

FL+107.60 SLOPE 1: 100

R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

IL+105.486

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FL+107.1 SLOPE 1: 100

FL+106.75

EARTH MOUND AS/SPECIFICATION

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

250mm HUME PIPE AS/ MEP CONSULTANT' S SPECIFICATIONS R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

PEBBLE LAYER AS/STRUCTURE ENGINEER'S DETAILS

SHEET TITLE WETLAND AREA SECTIONS (SHEET 1 OF 2) SCALE

DATE

1:50 COMPACTED EARTH

COMPACTED EARTH

DRWN. BY

CHKD. BY

MR MR

APPD. BY CU. AR. CABLE BURIED IN GROUND

03 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

CU. AR. CABLE BURIED IN GROUND

04 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

CU. AR. CABLE BURIED IN GROUND

05 314-01

WETLAND AREA SECTION THROUGH BOARDWALK SCALE: 1:50 @A1

RELEASED FOR

07.09.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-314-01

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE

DIAPHRAGM WALL

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RAMP UP

RIVER WATER 05

LEVELS & GRADING

RL+112.25

LEVEL BY OTHERS

FLOW DIRECTION/SLOPE

FL 100.0

LEVEL TAG

KEY PLAN 0.00

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

BOULDERS; SIZE: 300-400MM; NON SCOURING LAYER; AS/ SPECIFICATIONS

3 316-02

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE CATCH BASIN (AS/ MEP)

1 316-02

OVERFLOW AT WALL DROP LOCATIONS MAN HOLE (AS/ MEP) 250MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

D WALL AS/SITE TW+106.3

FILTRATION TANK (AS/ MEP) SWALE

FG+105.85 +105.50

TW+105.4

PERFORATED PIPE

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED

FG+105.35

FG+105.1

CULVERTS RAIN GARDEN D-WALL DRAIN

300mm THK. (MIN.) COMPACTED CLAY @ 98% CBR

MATCHLINE A

ABBREVIATIONS:

JUNCTION BOX

06 314-02

JUNCTION BOX

STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

BOTTOM OF SEAT

JUNCTION BOX

GEOTEXTILE LAYER, AS/ SPECIFICATIONS

WETLAND_SECTION - 6 (1 OF 2)

DRWN CHKD

REV. DESCRIPTION

300MM. THK TOP SOIL FOR MARGIN PLANTING

SCALE: 1:50 @A1

RAILING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-02

75X75MM JUNCTION BOX

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

CU. AR. CABLE

1 316-02

PAVING DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-410-03 SWALE DETAILS REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-443-01

WIRE IN CODUIT

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, STRUCTURE DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-02B

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

300MM THK RCC WALL; REFER TO DWG NO. GRD-ACM-LS-CD-316-01 & 02

MATCHLINE A

RIVER PEBBLE BED; DEPTH:100-200MM AGGREGATE SIZE: 50-100MM; COLOR: NATURAL FINISH: TUMBLED 300MM. THK TOP SOIL FOR MARGIN PLANTING

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE WETLAND AREA SECTIONS (SHEET 2 OF 2) SCALE

1:50 GEOTEXTILE LAYER, AS/ SPECIFICATIONS JUNCTION BOX

DRWN. BY

CHKD. BY

MR MR

APPD. BY

07 314-02

WETLAND_SECTION - 6 (2 OF 2) SCALE: 1:50 @A1

DATE

RELEASED FOR

07.09.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-314-02

R 0

General Notes

Special Notes:

FOR APPROVAL

17-03-2016

Rev

Description

Edit by

Ckd. by

App. by

Date

SHEET TITLE :

WETLAND AREABOARDWALK DETAIL SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

Client:-

Project Name :-

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

19th Floor, Tower C, Building 5, Cyber Terraces,

Ph: 0124-468 2700 / 2800 / 2900. Dwgs. Title:-

WETLAND AREABOARDWALK DETAIL Drawn By.- SK Date:-

Ckd. By.-

17-03-2016

App. By.-

Scale:- AS SHOWN@A1

CAD File.-

GRD-ACM-SS-DD-DWG-2005-01

Drawing No.-

DWG-2005-01

Drawing Status.-

FOR APPROVAL

Revision:-

General Notes

Special Notes:

FOR APPROVAL

24-03-2016

Rev

Description

Edit by

Ckd. by

App. by

Date

SHEET TITLE :

WETLAND AREA - DECK DETAIL SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

Client:-

Project Name :-

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

19th Floor, Tower C, Building 5, Cyber Terraces,

Ph: 0124-468 2700 / 2800 / 2900. Dwgs. Title:-

WETLAND AREA - DECK DETAIL Drawn By.- SK Date:-

Ckd. By.-

24-03-2016

App. By.-

Scale:- AS SHOWN@A1

CAD File.-

GRD-ACM-SS-DD-DWG-2005-02B

Drawing No.-

DWG-2005-02B

Drawing Status.-

FOR APPROVAL

Revision:-

General Notes

Special Notes:

TYP. PLAN - WALL TYPE W2 SCALE: 1:20 @A1

TYP. PLAN WETLAND TERRACE RETANING WALL - WALL TYPE W1 SCALE: 1:20 @A1

FOR APPROVAL

AKG

08-03-2016

Rev

Description

Edit by

Ckd. by

App. by

Date

SHEET TITLE :

TYPICAL WALL DETAILS FOR WETLAND TERRACE AREA SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

Client:-

Project Name :-

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

19th Floor, Tower C, Building 5, Cyber Terraces,

TYP. DETAIL THROUGH 300 THK WALL SCALE: 1:20 @A1

TYP. DETAIL THROUGH 250 THK WALL SCALE: 1:20 @A1

TYP. DETAIL THROUGH 300 THK WALL SCALE: 1:20 @A1

Ph: 0124-468 2700 / 2800 / 2900. Dwgs. Title:-

TYPICAL WALL DETAILS FOR WETLAND TERRACE AREA Drawn By.- AKG Date:-

Ckd. By.-

08-03-2016

App. By.-

Scale:- AS SHOWN@A1

CAD File.-

GRD-ACM-SS-DD-DWG-2005-04

Drawing No.-

DWG-2005-04

Drawing Status.-

FOR APPROVAL

Revision:-

KEY PLAN

LEGEND

ENTRY/ EXIT AXI

TER

LIN E

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

PA PA

CHAINAGE LINE DIAPHRAGM WALL

EXISTING BOUNDARY WALL SECONDARY AXIS

EXISTING PATHWAY

WALL TO BE DEMOLISHED

2.2 WALL TO BE DEMOLISHED

WALL TO BE DEMOLISHED

2.2 PATHWAY

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

SETTINGOUT

30.47

EXISTING BOUNDARY WALL

CHAINAGE TEXT

SECONDARY AXIS

34.92

-700 CH=

SC EN

EXISTING BOUNDARY WALL

MATCHLINE A

EXISTING ROAD

-800 CH=

AXI SC ENT

ER L

INE

GENERAL

CENTER LINE OF WALLS

WALL TO BE DEMOLISHED

JOGGING TRACK

CONTOUR LINE X= 0.6456 Y= 0.4437

JOGGING TRACK PA

X-Y COORDINATES

A1/ B1/ C1/ D1

TREE GRATE

ZONE 2 PLAZA

WALL CENTRLINE COORDINATE TAG

TREE GRATE NIRMAL JYOTI

F&B

LAWN TREE PIT LAWN

PA PA EXISTING PATHWAY TREE GRATE

PA PA PA STEP WELL AREA

PA PA PA

TREE GRATE

AXIS PATHWAY

PA PA

PA TREE GRATE

CYCLE TRACK

PA PA

AXIS PATHWAY

CYCLE TRACK PA

R0 FIRST ISSUE CYCLE TRACK

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

AXIS PATHWAY

DATE

AMENDMENT / ISSUE REGISTER

LAWN

MAZE SHEET TITLE :

DECK - 3

PEDESTRIAN PATHWAY

ZONE 2 PLAZA DEMOLITION PLAN (SHEET 1 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME 1 322-11

DEMOLITION PLAN SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA DEMOLITION PLAN (SHEET 1 OF 2) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-320-11

R 0

KEY PLAN

-900 CH=

LEGEND GENERAL SITE BOUNDARY LINE

PATHWAY CENTRELINE

MATCHLINE A

-800 CH=

BUND TOE

EXISTING PATHWAY

EXISTING BOUNDARY WALL

CH= -XXXX

PA SECONDARY AXIS PA SECONDARY AXIS EXISTING PATHWAY SECONDARY AXIS

2.2

WALL TO BE DEMOLISHED

CHAINAGE LINE DIAPHRAGM WALL

WALL TO BE DEMOLISHED

2.2

CHAINAGE TEXT

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

SETTINGOUT CENTER LINE OF WALLS CONTOUR LINE

PA PA

X= 0.6456 Y= 0.4437

X-Y COORDINATES

A1/ B1/ C1/ D1 WALL CENTRLINE COORDINATE TAG JOGGING TRACK JOGGING TRACK

TREE GRATE

LAWN

LAWN PA JOGGING TRACK

CYCLE TRACK

CYCLE TRACK LAWN PEDESTRIAN PATHWAY

AXIS PATHWAY

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, DECK -2 SHEET TITLE :

GOMTI RIVER PEDESTRIAN PATHWAY

1 322-12

DEMOLITION PLAN

ZONE 2 PLAZA DEMOLITION PLAN (SHEET 2 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA DEMOLITION PLAN (SHEET 2 OF 2) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-320-12

R 0

KEY PLAN

LEGEND

EXISTING BOUNDARY WALL

AXI S

S1.2 ENTRY/ EXIT

MATCHLINE A

EXISTING ROAD

-800 CH=

CEN TER

LIN E

GENERAL

SECONDARY AXIS

SITE BOUNDARY LINE

S3.4

BUND TOE PATHWAY CENTRELINE

SECONDARY AXIS

CHAINAGE TEXT CH= -XXXX

DIAPHRAGM WALL

S6.1 AXI

SC EN

F7.1

3.4 5

1.1

EQ .

F1.3

. EQ R4

F1.4

PA PA

CYCLE TRACK

1.8

CYCLE TRACK

F1.5

S8.1

S8.1 00

BENCH TYPE 3

BENCH TYPE 4 PRECAST CONCRETE

BENCH TYPE 6 PRECAST CONCRETE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

1.5

F1.2 F3.1

MAZE

4 SEATER CAFE TABLE

TREE GRATE TYPE 1

R0 FIRST ISSUE

RKG

23.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

F1.2 F3.2 F1.2

3.85

8 8.7

3.85

F5.1

F5.2

F1.2

3.85

F4.1

3.85

PEDESTRIAN PATHWAY

X= 497133.6331 Y= 2969708.4480

BICYCLE STAND Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

BOLLARD

FIXED

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

F6.1

F7.1

SHEET TITLE :

ZONE 2 PLAZA, SETTING OUT PLAN FURNITURE & SIGNAGE (SHEET 1 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

CHECKED BY

APPROVED BY

LITTER BIN

A.E.

C.E.

DRG. NO.

DATE

BOLLARD

REMOVABLE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

DRINKING FOUNTAIN

R1 F7.1

TREE GRATE TYPE 2 PLAZA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

F1.2

DECK - 3

S4.1 00

PRECAST CONCRETE WITH BACKREST

2 SEATER CAFE TABLE

F1.2

S2.1 00

BENCH TYPE 2

F2.1

S8.1 F1.1

LAWN

PRECAST CONCRETE

S2.1

F7.1

BENCH TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

AXIS PATHWAY

600 MM ABOVE FFL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

AXIS PATHWAY

EQ.

F3.2

RAILING TYPE 6

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

0.9

F1.1

50mm ABOVE FFL

NOTE: 1. FOR FURNITURE TYPE Refer to schedule GRD-ACM-LS-CD-DWG-070-01 2. FOR FURNITURE DETAILS Refer dwg series GRD-ACM-LS-CD-DWG-450 TO 458 3. FOR SIGNAGE DETAILS Refer dwg series GRD-ACM-LS-CD-DWG-460 4. FOR PAVING DETAILS AEOUND BENCHES & BIKE STAND INFORMATION AREA Refer dwg no GRD-ACM-LS-CD-DWG-410-31 GRD-ACM-LS-CD-DWG-410-32

PRECAST CONCRETE

PAF1.1

RAILING TYPE 5

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

EQ.

CYCLE TRACK

. EQ .

EQ.

4.58

. EQ

EQ.

EQ .

EQ R4

0.9 4.07

F1.2

5.14

EQ . 2.5 2.5

EQ.

F3.2

AXIS PATHWAY

F1.1

STAND ALONE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

F7.1

3.05

5 GRATE TREE

F1.1

9.32 0.9

6.1

2.56

EQ.

RAILING TYPE 4

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

EQ.

TREE 5 GRATE

STEP WELL AREA

F3.2

EQ.

F1.1

GRAB BAR

FURNITURE

PA PA

F1.1

F7.1

5.24

EQ.

0.9

RAILING TYPE 3

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

LAWN

0.9

F7.1

R3 3.99 EQ.

EQ.

F3.2

9.32

ALONG BOARDWALK & DECK

0.6

1.52

5 GRATE TREE

4.32

RAILING TYPE 2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

F7.1

F1.1

F3.2

LAWN

OVER DWALL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

1.4

2.5

TREE PIT

4.32

F1.1 R4

F12.1

1.0 F & B 5 2.5 2.5

2.5 5

RAILING TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

NIRMAL JYOTI

5.24

4.32

1.2

1.8

3 5

1:14

1.2

EXISTING PATHWAY

ZONE 2 PLAZA

4.32

0.6

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

4.32

1:14

S4.1 S6.1

PLANTING AREA

RAILING R3

0.4

S5.2

0.6

GENERAL NOTE:

RIVER WATER

1.09

S5.1

1.5 1.5

1.5

RAMP UP

0.96 EQ. 3

0.46

EQ.

8.52

EXISTING BOUNDARY WALL

1.5 PATHWAY

F5.1

EXISTING PATHWAY

CH=

2.21

2.38

S3.4 00

-700

9.32

0.45

LIN

TER

CHAINAGE LINE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

S.E.

R1 R1

1 322-21

ZONE 2 PLAZA - FURNITURE & SIGNAGE SETTING OUT PLAN SCALE: 1:250 @A1

F8.1

BOOM BARRIER

F9.1

SCULPTURE BOUGHT OUT PLANTER

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

SHEET TITLE

S1.2 00

S4.1 00

S5.1 00

S6.1 00

S8.1

INTERPRETIVE SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-20

S2.1 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

INTERPRETIVE PLAQUE Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

S3.1 00

S3.2 00

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-463-10

Ref. Dwg. series GRD-ACM-LS-CD-464-50

PAINT MARKING

SECONDARY PEDESTRIAN ENTRY SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-462-20

S3.4 00

Ref. Dwg. series

ZONE 2 PLAZA, SETTING OUT PLAN FURNITURE & SIGNAGE (SHEET 1 OF 2) SCALE

DATE

1:250

23.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-21

R 0

KEY PLAN

-900 CH=

LEGEND

S3.4

GENERAL SITE BOUNDARY LINE BUND TOE

S3.4

-800 CH=

PATHWAY CENTRELINE

S3.4 SECONDARY AXIS

EXISTING BOUNDARY WALL

EXISTING PATHWAY

CHAINAGE TEXT CH= -XXXX

CHAINAGE LINE

PA SECONDARY AXIS

DIAPHRAGM WALL PA EXISTING PATHWAY

0.45

MATCHLINE A

SECONDARY AXIS

EXISTING PATHWAY

0.45

R2 PA

R3 R3

1.2

4.32

F3.2

F1.1

F1.2 S2.1 9.32

F1.3

0.9

F7.1

5.24

F1.4

CYCLE TRACK

F1.5

BENCH TYPE 2 PRECAST CONCRETE WITH BACKREST

BENCH TYPE 3

BENCH TYPE 4 PRECAST CONCRETE

BENCH TYPE 6 PRECAST CONCRETE

F2.1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-10

F2.2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-452-20

3.85

R1 R1

PEDESTRIAN PATHWAY

4 SEATER CAFE TABLE

TREE GRATE TYPE 1

R0 FIRST ISSUE

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

PARKING AREA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-10

F3.2

DECK -2

F3.1

S2.1

TREE GRATE TYPE 2

PLAZA Ref. Dwg. no. GRD-ACM-LS-CD-DWG-453-20

R1 F1.2

F1.2

AXIS PATHWAY

F4.1

BICYCLE STAND Ref. Dwg. no. GRD-ACM-LS-CD-DWG-454-10

GOMTI RIVER

R1 F5.1

PEDESTRIAN PATHWAY

BOLLARD

FIXED

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

R1 R2

F5.2

R1 R1

F6.1

ZONE 2 PLAZA - FURNITURE & SIGNAGE SETTING OUT PLAN SCALE: 1:250 @A1

SHEET TITLE :

ZONE 2 PLAZA, SETTINGOUT PLAN FURNITURE & SIGNAGE (SHEET 2 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-456-10

CHECKED BY

APPROVED BY

LITTER BIN

A.E.

C.E.

DRG. NO.

DATE

BOLLARD

REMOVABLE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-455-10

DRINKING FOUNTAIN

F7.1

322-22

PRECAST CONCRETE

2 SEATER CAFE TABLE

S8.1

LAWN

F4.1

BENCH TYPE 1

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-60

PEDESTRIAN PATHWAY

3.85

600 MM ABOVE FFL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-40

CYCLE TRACK

S3.5

3.85

RAILING TYPE 6

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-30

S2.1 PA

50mm ABOVE FFL

PRECAST CONCRETE

JOGGING TRACK

F1.1

RAILING TYPE 5

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-20

LAWN F3.2

STAND ALONE

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-451-10

S4.1

F7.1

RAILING TYPE 4

FURNITURE

1.2

LAWN

GRAB BAR

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-51

JOGGING TRACK

RAILING TYPE 3

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-41

4.32

ALONG BOARDWALK & DECK

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-31

TREE GRATE

JOGGING TRACK

RAILING TYPE 2

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-21

OVER DWALL

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-11

PA PA

RAILING TYPE 1 Ref. Dwg. no. GRD-ACM-LS-CD-DWG-450-01 & 02

0.45

9.32 0.9

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RAILING R3

4.32

PLANTING AREA RIVER WATER

1.5

GENERAL NOTE:

1.5

4.32

RAMP UP 1.5

Ref. Dwg. no. GRD-ACM-LS-CD-DWG-457-10

F8.1

BOOM BARRIER

F9.1

SCULPTURE BOUGHT OUT PLANTER

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, CAR WHEEL STOPPER

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UMBRELLA

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SIGNAGE

SHEET TITLE

S1.2 00

S4.1 00

S5.1 00

S6.1 00

S8.1

INTERPRETIVE SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-464-20

S2.1 00

DIRECTIONAL TOTEM Ref. Dwg. series GRD-ACM-LS-CD-461-10

INTERPRETIVE PLAQUE Ref. Dwg. series GRD-ACM-LS-CD-464-30

IDENTIFICATION MOUNTED SIGNAGE

S3.1 00

S3.2 00

PARKING SIGNAGE Ref. Dwg. series GRD-ACM-LS-CD-461-10

ENTRY DROP OFF SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-463-10

Ref. Dwg. series GRD-ACM-LS-CD-464-50

PAINT MARKING

SECONDARY PEDESTRIAN ENTRY SIGNAGE

Ref. Dwg. series GRD-ACM-LS-CD-462-20

S3.4 00

Ref. Dwg. series

ZONE 2 PLAZA, SETTINGOUT PLAN FURNITURE & SIGNAGE (SHEET 2 OF 2) SCALE

DATE

1:250

24.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-22

R 0

EXISTING ROAD

MATCHLINE A

-800 CH=

EXISTING BOUNDARY WALL

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CHAINAGE TEXT CH= -XXXX EXISTING PATHWAY

EXISTING BOUNDARY WALL

CHAINAGE LINE DIAPHRAGM WALL

-70 CH=

SECONDARY AXIS

EXISTING PATHWAY

EXISTING BOUNDARY WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

SECONDARY AXIS

WALL TYPES RIVER WATER PATHWAY

ZW2

D WALL (LVL. 105.4) ZW3A

ENTRY/ EXIT

ZW3A

EXISTING BOUNDARY WALL ZW2

WALL TYPE - ZW2 FOR STRUCTURE DETAIL

10 325-04

ZW3A

JOGGING TRACK

D WALL (LVL. 106.0)

ZW3A

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

FOR LANDSCAPE DETAIL ZW3

02 325 -01

ZW2

13 325 -04

ZONE 2 PLAZA

ZW3

WALL TYPE - ZW3 FOR STRUCTURE DETAIL

ZW3

06 325-03

ZW3

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

ZW2

NIRMAL JYOTI

F&B

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

JOGGING TRACK

ZW4 ZW3

LAWN ZW4 ZW2

ZW2

ZW4

ZW3

ZW3C

PA ZW3B

ZW4A ZW3A ZW3

ZW2 ZW3

ZW4A

01 325 -01

PA PA

PA ZW4A

ZW3A

ZW4

ZW3

PR IMA RY

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

CYCLE TRACK

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

ZW3

CYCLE TRACK

ZW3

ZW2

WALL TYPE - ZW4 FOR STRUCTURE DETAIL Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

AXIS PATHWAY

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

CYCLE TRACK

ZW4A

05 325-02

03 325-01

04 325 -02

ZW2

LAWN

ZW2

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

PEDESTRIAN PATHWAY

GOMTI RIVER

1 320-01

ZONE 2 PLAZA WALL TYPE PLAN

Section tagging has been updated along with tree layers switch on

R0 FIRST ISSUE

RKG

25.09.2016

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

WALL TYPE - ZW4A FOR STRUCTURE DETAIL

FOR LANDSCAPE DETAIL

DECK - 3

MAZE

IMA

ZW2

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

WALL TYPE - ZW3C FOR STRUCTURE DETAIL

AXI S

ZW3

ZW3A

ZW3

FOR LANDSCAPE DETAIL

ZW4

ZW3A ZW4A

ZW3B

AXIS PATHWAY

ZW2

ZW3

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

ZW3A

ZW3

WALL TYPE - ZW3B FOR STRUCTURE DETAIL

ZW4

PA PA

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

ZW3

ZW4

ZW3B

STEP WELL AREA

ZW4

ZW2

9 325-03

PA PA

ZW3

ZW4

10 325 -04

ZW3B

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

FOR LANDSCAPE DETAIL

ZW3

07 325-03

EXISTNG PATHWAY

ZW4A

ZW2

08 325-03

ZW4

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

WALL TYPE - ZW3A FOR STRUCTURE DETAIL

LAWN

ZW4

FOR LANDSCAPE DETAIL

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

SHEET TITLE :

ZONE 2 PLAZA KEY PLAN - WALL TYPE SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA KEY PLAN - WALL TYPE

SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-320-01

R 1

KEY PLAN

-900

LEGEND CH=

MATCHLINE A

-800 CH=

GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE

PA EXISTING PATHWAY SECONDARY AXIS

EXISTING BOUNDARY WALL

CHAINAGE TEXT CH= -XXXX

DIAPHRAGM WALL

PA SECONDARY AXIS

EXISTING PATHWAY

SECONDARY AXIS

CHAINAGE LINE

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

WALL TYPES RIVER WATER

D WALL (LVL. 105.4) D WALL (LVL. 106.0) WALL TYPE - ZW2 FOR STRUCTURE DETAIL

ZW3A ZW3A

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

ZW3A

FOR LANDSCAPE DETAIL

10 2 3 5-04

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

WALL TYPE - ZW3 FOR STRUCTURE DETAIL

ZW3A

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

JOGGING TRACK

ZW3A

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

JOGGING TRACK

ZW3

WALL TYPE - ZW3A FOR STRUCTURE DETAIL

ZW3

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

11 325-04

ZW3 ZW3

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

ZW2

LAWN

WALL TYPE - ZW3B FOR STRUCTURE DETAIL

ZW4 ZW2 ZW2 ZW3

LAWN

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

ZW2

ZW4

FOR LANDSCAPE DETAIL

JOGGING TRACK

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

ZW3

ZW4

WALL TYPE - ZW3C FOR STRUCTURE DETAIL

ZW3

CYCLE TRACK

IMA

CYCLE TRACK

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

FOR LANDSCAPE DETAIL

AXI S

ZW2

LAWN

PEDESTRIAN PATHWAY

ZW2 ZW2

ZW2

Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

WALL TYPE - ZW4 FOR STRUCTURE DETAIL Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

AXIS PATHWAY

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

PEDESTRIAN PATHWAY

Section tagging has been updated along with tree layers switch on

R0 FIRST ISSUE

RKG

25.09.2016

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

WALL TYPE - ZW4A FOR STRUCTURE DETAIL

DECK -2

Refer to Detail Dwg. Series GRD-ACM-LS-CD-DWG-2022 series

GOMTI RIVER PEDESTRIAN PATHWAY

FOR LANDSCAPE DETAIL Refer to Dwg. Series. GRD-ACM-LS-CD-DWG-400-(01-05) GRD-ACM-LS-CD-DWG-420-(04-05)

SHEET TITLE :

ZONE 2 PLAZA KEY PLAN - WALL TYPE SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

01 491-11

1 320-02

ZONE 2 PLAZA WALL TYPE PLAN

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA KEY PLAN - WALL TYPE

SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-320-02

R 0

MATCHLINE A

L4b

1.20

EQ.

1.2 0 1.2 0

EQ.

L4b L4b

1.20

L4b - STEPS & RAMP LIGHT

2.49

1.2 L4b

5.63

1.20 EQ.

EQ. 1.81

L5 - SPOT LIGHT / GROUND UPLIGHTER L6 - UP & DOWN LIGHT L8 - POLE LIGHT

L4b

.45

1.20

1.3M C/C

1.20

L12 -STREET LT, SINGLE ARM L4b

L4b L4b L4b

L4b

5.14

L4b

L4b L4b

L4b

L13 -STREET LT, DOUBLE ARM

1.20 1.20

L14 - FEATURE POLE LIGHT L15 - UNDER WATER LIGHT TYPE 2

L4b L4b L4b L4b L4b L4b

0 1. 20 .75

L4b

3.52

.75

1.2

1.2 AXIS PATHWAY 0

1.2 PA

L4b

.45

1.04

.45

L4b

L9 - UNDER WATER LIGHT TYPE 1 L10 - LINEAR LIGHT

1.81 L5

L5 L4b

3.52

L4b

0 1. 20 .75

L4b

5.00

0 4.0

1.2 0 1.2 0

1.20

1.3M C/C

L4a - WALL RECESS LIGHT

EXISTING MAST LIGHT

L4b

4. REFER TO THE LIGHTING SCHEDULE GRD-ACM-LS-CD-DWG-060-01 FOR THE SPECIFICATIONS AND SIZES OF THE LIGHTING. 5. REFER TO THE ELECTRICAL ENGINEER'S DRAWINGS FOR THE CABLE ROUTING LAYOUT FOR THE LIGHTING PLAN. 6. FOR THE LIGHTING AND THE CABLE ROUTING LAYOUT FOR THE BUILDINGS IN THE ZONE 2 PLAZA, REFER TO ARCHITECTURAL DETAILS.

1.20 CYCLE TRACK

6.10

AXIS PATHWAY

CYCLE TRACK

1.2

.45

L4b

.45

L4b

EQ.

1.2 L4b 0 L4b 0

1.81

1.81 PA

.6 0

1.20

1.3M C/C

EQ.

.50

9.0 0

.66

1.2 1 1.2 0

.45 1.2 0

1.2 0 1 1.2 0

1.2

.45

0 1.2

.45 1.2 0 1.2 1 1.2 1.2 0 0 L4b

L4b

.45

1.81 1.81

R4 R4

EQ.

L4b

L14

TREE GRATE L14

2.09

10.00

1.20 EQ.

1.20

EQ.

.45

1.28

EQ.

1.20 1.20

1.2

4.60 1.81

.45

L4b

L4b L4b EQ.

2.34 PA

1.81

2.34

L4b L4b L4b

L4b

STEP WELL AREA

EQ.

L4b

1.20

1.20 6.10

L4b

3.52

.75

.45

L4b

4.63

L4b

.50

EQ.

L14

TREE GRATE L14

L4bPA L4b

L4b PA

1.20

EQ. 2.50

L4b

1.3M C/C

.45

5.56

10.00

L4b

.45

L4b

EQ.

L4b

1.2 0 1. 20 .75

TREE GRATE L14

L4b

1.81 L5

2.50

1.28

L4b

EQ.

L4b

L14

1.2 1.2 0 L4b L4b 0

1.81

10.00

EQ.

L4b

4.02

L4b

LAWN

EQ .

L5 L5

L4b

2.50

L14

1.2

L4b

L3 - RAILING LIGHT

L4b L4b

L14

EXISTING PATHWAY

L14

2.5

L4b

L4b L4b L4b

3.52

5.00

L4b

L14

3.43

2.5 0

EQ.

L4b

EQ.

LAWN

L4b L5

2.49

L4b

1.2

L4b

L14

L4b

1.2 .45 0

L4b

1:14

L5 TREE PIT

L4b

L2 - BOLLARD LIGHT

1.20

F&B

.60

L4b

1.20

NIRMAL JYOTI

L4b

EQ. 2.50

1.28

2.50

L4b

.85

EQ.

L4b

EQ.

L1 - PEDESTRIAN POLE LIGHT

L4b

1.20

2.50

EQ.

L4b

2.50 1.8 6

ZONE 2 PLAZA

L4b

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LIGHTING

L4b

1:14

L4b

PLANTING AREA RIVER WATER

L4b

1.5 0

L4b

L14

.60

L4b

.85

L4b

EQ. 2.50

L4b

1.20

L4b

EQ. 1.20

EXISTING BOUNDARY WALL

L4b

1.86 2.5 0

L4b

GENERAL NOTE:

EQ. 1.20

1.20

L4b

1.20

L4b

RAMP UP

.23

PATHWAY

L4b

.62

EXISTING BOUNDARY WALL

EXISTING PATHWAY

CHAINAGE LINE DIAPHRAGM WALL

-700

CHAINAGE TEXT CH= -XXXX

CH=

PATHWAY CENTRELINE

SECONDARY AXIS

LIN

BUND TOE

SECONDARY AXIS

1.00

7.33

SITE BOUNDARY LINE

TER

GENERAL

SC EN

-800 CH=

LIN E CEN TER

ENTRY/ EXIT AXI

EXISTING BOUNDARY WALL

AXI S

EXISTING ROAD

KEY PLAN

LEGEND

R0 FIRST ISSUE

RKG

AXIS PATHWAY

24.09.2016

DRWN CHKD

REV. DESCRIPTION

CYCLE TRACK

DATE

AMENDMENT / ISSUE REGISTER

LAWN

, SHEET TITLE :

PEDESTRIAN PATHWAY

DECK - 3

ZONE 2 PLAZA SETTINGOUT PLAN LIGHTING (SHEET 1 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

R1 R1

S.E.

R1 R1 R1

1 322-41

ZONE 2 PLAZA LIGHTING SETTINGOUT PLAN

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTINGOUT PLAN LIGHTING (SHEET 1 OF 2) SCALE

DATE

1:250

24.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-41

R 0

KEY PLAN

-80 CH=

MATCHLINE A

- 900 CH=

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE SECONDARY AXIS

PATHWAY CENTRELINE

SECONDARY AXIS

EXISTING BOUNDARY WALL

EXISTING PATHWAY

CHAINAGE TEXT CH= -XXXX

SECONDARY AXIS

DIAPHRAGM WALL

PA EXISTING PATHWAY

L4b

1.20

L4b

JOGGING TRACK

L4b

EQ.

L4b

2.50

EQ.

L4b L4b

2.49

EQ.

LAWN

L4b

EQ. 2.50

1.28

EQ.

L4b

R4 L5

EQ.

2.50

1.28

R4 EQ.

EQ.

L4b L4b

2.50

L4b

TREE GRATE EQ.

L4b

L5 - SPOT LIGHT / GROUND UPLIGHTER

L4b

L6 - UP & DOWN LIGHT L8 - POLE LIGHT

1.28

L4b

1.05

2.49

L4b

JOGGING TRACK

EQ.

3.52

L4b L4b

L4b - STEPS & RAMP LIGHT

1.20

L4b

EQ. 2.50

1.28

EQ.

L4b

.94 1.20

2.50

1.28

.85

L4b

L4a - WALL RECESS LIGHT

L4b

L3 - RAILING LIGHT

L4b L4b

L4b

L2 - BOLLARD LIGHT

L4b

5.00

L4b

2.50 EQ.

L4b

1.20

L4b

L1 - PEDESTRIAN POLE LIGHT

L4b L4b L4b

L4b

L9 - UNDER WATER LIGHT TYPE 1

EQ.

L10 - LINEAR LIGHT L5

L12 -STREET LT, SINGLE ARM

1.20

L4b L4b

L4b

3.52

.75

5.00

L13 -STREET LT, DOUBLE ARM L1

3.52

5.00

L14 - FEATURE POLE LIGHT

LAWN PA

.45

1.20 1.20

L4b

L15 - UNDER WATER LIGHT TYPE 2

JOGGING TRACK

.75

EXISTING MAST LIGHT

1.20 1.20 PA

NOTE: 1. ALL DIMENSION ARE IN METERS 2. THE LIGHTING PLAN IS INCLUSIVE OF THE SETTING OUT CO-ORDINATES CREATED USING NORTHING -EASTING METHOD LIKE OTHER SETTING OUT PLANS. 3. REFER TO THE LIGHTING PLAN DWG SERIES GRD-ACM-LS-CD-DWG-220 FOR THE OVERALL SITE LIGHTING LOCATION. 4. REFER TO THE LIGHTING SCHEDULE GRD-ACM-LS-CD-DWG-060-01 FOR THE SPECIFICATIONS AND SIZES OF THE LIGHTING. 5. REFER TO THE ELECTRICAL ENGINEER'S DRAWINGS FOR THE CABLE ROUTING LAYOUT FOR THE LIGHTING PLAN.

L4b

.45 L4b L4b L4b L4b

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LIGHTING

L4b

PLANTING AREA RIVER WATER

L4b

GENERAL NOTE:

L4b

RAMP UP

EQ. 1.20

L4b

EQ. 1.20

L4b

EQ. 1.20

L4b

1.20

L4b

1.20

L4b

1.20

L4b

.62 L4b

L4b

.78

.94

EXISTING PATHWAY

L4b

CHAINAGE LINE

CYCLE TRACK

6. FOR THE LIGHTING AND THE CABLE ROUTING LAYOUT FOR THE BUILDINGS IN THE ZONE 2 PLAZA, REFER TO ARCHITECTURAL DETAILS.

CYCLE TRACK

LAWN PEDESTRIAN PATHWAY

R0 FIRST ISSUE

AXIS PATHWAY

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

R1 R1 R1

R1 R1 PEDESTRIAN PATHWAY

SHEET TITLE : GOMTI RIVER

ZONE 2 PLAZA SETTINGOUT PLAN LIGHTING (SHEET 2 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

R1 R1

R1 322-42

ZONE 2 PLAZA LIGHTING SETTINGOUT PLAN

DECK -2

PEDESTRIAN PATHWAY

L1 PA

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTINGOUT PLAN LIGHTING (SHEET 2 OF 2) SCALE

DATE

1:250

24.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-42

R 0

EXISTING BOUNDARY WALL EXISTING BOUNDARY WALL

SECONDARY AXIS SECONDARY AXIS

EXISTING PATHWAY

P10

R3 R4 R4

P2 P10

ST6

ST7

ST6

KOTA STONE

R3 R4

P11

RED SANDSTONE

P12

P12 - DECK PAVING Ref to Dwg Series No 410

P14

P14 - NIRMAL JTOYI PLAZA Ref to Dwg Series No 410

P15

P15 - PEDESTRIAN BRIDGE PAVING Ref to Dwg Series No 410

P16

P16 - PEDESTRIAN RAMP Ref to Dwg Series No 410

P20 PA

R0 FIRST ISSUE

CYCLE TRACK

MAZE

AXIS PATHWAY

LAWN

P9 - PARKING BAYS Ref to Dwg Series No 410

Ref to Dwg Series No 410

CYCLE TRACK

01 491-14

P11 - PLAZA PAVING TYPE 2

ST6

CYCLE TRACK

P10

P8 - SECONDARY AXIS PAVING Ref to Dwg Series No 410

Ref to Dwg Series No 410

P10 - PLAZA PAVING TYPE 1

C1 P10

P10

C1 P10

ST7

P7 - PARKING DRIVEWAY Ref to Dwg Series No 410

C1 P2

P10 ST7

TREE GRATE

P10

AXIS PATHWAY

P10

ST7

P6 - CYCLE TRACK PAVING Ref to Dwg Series No 410

ST7

STEP WELL AREA ST7

P10

ST6

P10

P5 - BOARDWALK PAVING Ref to Dwg Series No 410

PA PA

P17

P17 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P20

P18

P18 - PAVED AREA Ref to Dwg Series No 410

P20

PEDESTRIAN PATHWAY

P19

P19 - VEHICULAR RAMP Ref to Dwg Series No 410

P20

P20 - PAVING MAZE AREA Ref to Dwg Series No 410

R1 SWALE

KERBS AND EDGES

R1 P12

RAIN GARDEN

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED PAVING PARKING & DRIVEWAY Ref to Dwg Series No 400-01

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

R1 R1 R1

R1 R1

STEPS

E12

R1 R2

R1 R1 SCALE: 1:250 @A1

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

SWALE

ZONE 2 PLAZA GA & MATERIAL PLAN

MAZE

DECK - 3

RKG

AMENDMENT / ISSUE REGISTER

P20

PA PA

323-01

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

P10

R4 ST7

TREE GRATE

ST6

P4 - JOGGING TRACK PAVING Ref to Dwg Series No 410

LAWN

P2 ST7

P10

P4 TREE GRATE

ST6

P3 - AXIS PAVING Ref to Dwg Series No 410

E7 C7

GENERAL NOTE:

LAWN

ST6

P14

TREE GRATE

P10

P14

P2 - AXIS PAVING Ref to Dwg Series No 410

P16

C7 P10

P10

NIRMAL JYOTI

P10 E7

F & B CAFE

EXISTING PATHWAY

TREE PIT

P2 PA

RAMP

P10

TREE GRATE

ZONE 2 PLAZA

P1 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P16

P14 P10

P10

RAMP

P16

ST6 C2

ST6

P14

GA & MATERIALS

P14

EXISTING BOUNDARY WALL

PLANTING AREA

P14

EXISTING PATHWAY

RAMP UP

RIVER WATER

EXISTING PATHWAY

P10

CHAINAGE LINE

EXISTING BOUNDARY WALL

-700 CH =

EXISTING PATHWAY

CHAINAGE TEXT CH= -XXXX

DIAPHRAGM WALL

C3 PA

BUND TOE PATHWAY CENTRELINE

P10

SITE BOUNDARY LINE

EXISTING PATHWAY

EXISTING BOUNDARY WALL

KEY PLAN

GENERAL

CH =

EXISTING ROAD

ENTRY/EXIT

MATCHLINE A

-800

EXISTING STATUE

LEGEND

ST1

STEP TYPE - 1 Ref. Dwg. no. 430-01

ST2

STEP TYPE - 2 Ref. Dwg. no. 430-01

ST3

STEP TYPE - 3 Ref. Dwg. no. 430-01

ST4

STEP TYPE - 4 Ref. Dwg. no. 430-02

CONCRETE KERB Ref to Dwg Series No 400-05

E13

TYPICAL DECK EDGE Ref to Dwg Series No 400-05

E14

CONCRETE KERB Ref to Dwg Series No 400-05

COPING COPING TYPE-1 Ref. Dwg. no. 420-04

STEP TYPE - 5 Ref. Dwg. no. 430-02

ST5

ST6

STEP TYPE - 6 Ref. Dwg. no. 430-03

COPING TYPE-2 Ref. Dwg. no. 420-04

STEP TYPE - 7 Ref. Dwg. no. 430-02

COPING TYPE-3 Ref. Dwg. no. 420-04

STEP TYPE - 8 Ref. Dwg. no. 430-02

COPING TYPE-4 Ref. Dwg. no. 420-05

COPING TYPE-5 Ref. Dwg. no. 420-05

COPING TYPE-6 Ref. Dwg. no. 420-05

ST7 ST8

RAISED STONE - STEPS EDGE RED SAND STONE Ref to Dwg Series No 400-01

RAISED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-02

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

E10

E11

SHEET TITLE :

ZONE 2 PLAZA GA & MATERIAL PLAN (SHEET 1 OF 2) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA GA & MATERIAL PLAN (SHEET 1 OF 2) SCALE

DATE

1:250

24.09.2016

DRWN. BY

RKG

RAMP & PAVING EDGE Ref to Dwg Series No 400-02

CHKD. BY

VP BM

FLUSHED PAVING WITH EXPANSION JOINT EDGE Ref to Dwg Series No 400-02

STATUS

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-323-01

R 0

LEGEND = -9

GENERAL

MATCHLINE A

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE

SECONDARY AXIS

RAMP UP MH

PLANTING AREA

RIVER WATER

GA & MATERIALS

P8 ST6

ST6

P1 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P2 - AXIS PAVING Ref to Dwg Series No 410

P3 - AXIS PAVING Ref to Dwg Series No 410

P4 - JOGGING TRACK PAVING Ref to Dwg Series No 410

P16

R4 C1

RAMP

P10

R3 P16

R3 RAMP TREE GRATE

P5 - BOARDWALK PAVING Ref to Dwg Series No 410

P6 - CYCLE TRACK PAVING Ref to Dwg Series No 410

P7 - PARKING DRIVEWAY Ref to Dwg Series No 410

P8 - SECONDARY AXIS PAVING Ref to Dwg Series No 410

P9 - PARKING BAYS Ref to Dwg Series No 410

ST6

C2 P8

ST6

PA PA

TREE GRATE

6.0

7.0

E7 10

LAWN

7.6

P10

6.5

6.0

P10 - PLAZA PAVING TYPE 1

LAWN

ST7 ST7

R4 C1

P10

6.0

P10

P11 - PLAZA PAVING TYPE 2

JOGGING TRACK

P11

CYCLE TRACK 10

6.5

7.0

6.5

7.5

10 5.5 5

7.7 6.0

01 491-04

PA AXIS PATHWAY

P14 - NIRMAL JTOYI PLAZA Ref to Dwg Series No 410

P15

P15 - PEDESTRIAN BRIDGE PAVING Ref to Dwg Series No 410

P16

P16 - PEDESTRIAN RAMP Ref to Dwg Series No 410

6.0

R0 FIRST ISSUE P10

R1 P1

P17

P17 - PEDESTRIAN PAVING Ref to Dwg Series No 410

P18

P18 - PAVED AREA Ref to Dwg Series No 410

P19

P19 - VEHICULAR RAMP Ref to Dwg Series No 410

P20

P20 - PAVING MAZE AREA Ref to Dwg Series No 410

P12

R1 R1

GOMTI RIVER

R1 R2

DECK -2

PEDESTRIAN PATHWAY

P20

R1 R1

ZONE 2 GA & MATERIAL PLAN SCALE: 1:250 @A1

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

, SHEET TITLE :

ZONE 2 PLAZA GA & MATERIAL PLAN (SHEET 2 OF 2) SUBMITTED BY

RECOMMENDED BY

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-01

J.E.

E.E.

CHECKED BY

APPROVED BY

FLUSHED PAVING PARKING & DRIVEWAY Ref to Dwg Series No 400-01

A.E.

C.E.

DRG. NO.

DATE

KERBS AND EDGES E1

323-02

RKG

AMENDMENT / ISSUE REGISTER

SWALE

P14 P1

PEDESTRIAN PATHWAY

LAWN

MAZE

P12 - DECK PAVING Ref to Dwg Series No 410

CYCLE TRACK

P20

P12

PA PA

RED SANDSTONE

Ref to Dwg Series No 410

P10

KOTA STONE

Ref to Dwg Series No 410

10 6.0

E7 C7

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

6.5

GENERAL NOTE:

7.5

P10 C1

CHAINAGE LINE

PATHWAY

SECONDARY AXIS

CH= -XXXX

DIAPHRAGM WALL

SECONDARY AXIS

CHAINAGE TEXT

EXISTING BOUNDARY WALL

PATHWAY

= -8

KEY PLAN

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

COPING

STEPS ST1

STEP TYPE - 1 Ref. Dwg. no. 430-01

COPING TYPE-1 Ref. Dwg. no. 420-04

ST2

STEP TYPE - 2 Ref. Dwg. no. 430-01

COPING TYPE-2 Ref. Dwg. no. 420-04

ST3

STEP TYPE - 3 Ref. Dwg. no. 430-01

COPING TYPE-3 Ref. Dwg. no. 420-04 COPING TYPE-4 Ref. Dwg. no. 420-05

ST4

STEP TYPE - 4 Ref. Dwg. no. 430-02

ST5

STEP TYPE - 5 Ref. Dwg. no. 430-02

COPING TYPE-5 Ref. Dwg. no. 420-05

ST6

STEP TYPE - 6 Ref. Dwg. no. 430-03

COPING TYPE-6 Ref. Dwg. no. 420-05

COPING TYPE-7 Ref. Dwg. no. 420-06

ST7

STEP TYPE - 7 Ref. Dwg. no. 430-02

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

RAISED STONE - STEPS EDGE RED SAND STONE Ref to Dwg Series No 400-01

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RAISED STONE - PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-01

FLUSHED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

FLUSHED STONE EDGE KOTA STONE Ref to Dwg Series No 400-02

RAISED STONE PLANTING EDGE KOTA STONE Ref to Dwg Series No 400-02

E10

RAMP & PAVING EDGE Ref to Dwg Series No 400-02

E11

FLUSHED PAVING WITH EXPANSION JOINT EDGE Ref to Dwg Series No 400-02

S.E.

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA GA & MATERIAL PLAN (SHEET 2 OF 2) SCALE

DATE

1:250

24.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-323-02

R 0

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE: 1. FOR LOCATION OF SECTIONS, REFER KEY PLAN DWG NO. GRD-ACM-LS-CD-320-01&02

PLANTING AREA

SECTION THROUGH PLAZA

1 325-01

F & B BLOCK

PLAZA

WALL (ZW3B)

WALL (ZW3C)

WALL (AS / SEP. DETAIL)

SCALE: 1:50 @A1

R0 FIRST ISSUE

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

F & B BLOCK

PLAZA

PLANTING AREA

DRAIN

EXISTING PATHWAY

PLANTING AREA

WALL (ZW2)

EXISTING PATHWAY

EXISTING ROAD

EXISTING WALL

WALL (AS / SEP DETAIL)

SECTION - THROUGH PLAZA

2 325-01

SCALE: 1:50 @A1 SHEET TITLE :

ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 1 OF 4) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 1 OF 4) SCALE

DATE

1:50

PLANTING AREA

3.6M CYCLE TRACK

PLANTING AREA

PLAZA WALL (ZW3)

3 325-01

SECTIONS - THROUGH CYCLE TRACK & PLAZA SCALE: 1:50 @A1

TREE GRATE

PLAZA

DRAIN

PLAZA WALL (ZW3)

TREE GRATE

PLAZA

PLAZA DRAIN

WALL (ZW3)

TREE GRATE

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

PLAZA

PLAZA DRAIN

DRAIN WALL (ZW3)

RELEASED FOR

24.09.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-325-01

REV

R 0

01 450-21

01 430-03

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE: 1. FOR LOCATION OF SECTIONS, REFER KEY PLAN DWG NO. GRD-ACM-LS-CD-320-01&02

AXIS PATHWAY

4 325-02

STEPS

LANDING

STEPS

LANDING

STEPS

LANDING

STEPS

LANDING

SECTION - THROUGH STEP WELL PLAZA SCALE: 1:50 @A1

R0 FIRST ISSUE

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 2 OF 4) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 2 OF 4) SCALE

DATE

1:50 DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

5 325-02

SECTION - THROUGH STEP WELL PLAZA SCALE: 1:50 @A1

RELEASED FOR

24.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-325-02

R 0

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

PLANTING AREA

PLAZA

WALL (ZW3)

PLAZA DRAIN

6 325-03

TREE GRATE

PLAZA

TREE GRATE

3.3000

TREE GRATE

NOTE: 1. FOR LOCATION OF SECTIONS, REFER KEY PLAN DWG NO. GRD-ACM-LS-CD-320-01&02

TREE GRATE

PLAZA

PLAZA WALL

DRAIN

SECTION - THROUGH PLAZA SCALE: 1:50 @A1

C1 420-04

01 440-03

C7 420-06

01 440-03

R0 FIRST ISSUE

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

PAVED PLAZA

DRAIN

DRAIN WALL

LAWN

3.3M PAVED PLAZA

SHEET TITLE :

PLAZA

DRAIN

STEPS WALL (ZW3)

7 325-03

ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 3 OF 4)

PLAZA WALL (ZW4)

SECTION - THROUGH PLAZA & AXIS PATHWAY

SCALE: 1:50 @A1

325-03

SCALE: 1:50 @A1 SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

1.20

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LANDSCAPE SECTIONS (SHEET 3 OF 4) SCALE

DATE

1:50

WALL

LAWN

WALL (ZW1)

TREE GRATE

PLAZA

TREE GRATE

PLAZA

DRAIN

JOGGING TRACK RAMP WALL (ZW3)

9 325-03

SECTION - THROUGH PLAZA & RAMP SCALE: 1:50 @A1

PAVED

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

PLANTING AREA WALL (ZW3)

NORTH

INFORMATION REVIEW

SIZE

STATUS

EXISTING WALL

RELEASED FOR

24.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-325-03

REV

R 0

C7 420-06

GENERAL NOTE:

1.20

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

3.3M AXIS PATHWAY

WALL(ZW4A) PLAZA

2.2M SECONDARY AXIS

PLANTING AREA

WALL (ZW3A)

10 325-04

SECTION - THROUGH PLAZA & AXIS PATHWAY

SCALE: 1:50 @A1

325-04

SECTION - THROUGH SECONDARY AXIS STEPS SCALE: 1:50 @A1

FL+111.97

FL+110.96

FL+109.95

NOTE: 1. FOR LOCATION OF SECTIONS, REFER KEY PLAN DWG NO. GRD-ACM-LS-CD-320-01&02

WALL (ZW3A)

FL+111.99

FL+110.98

FL+109.97

R0 FIRST ISSUE FL+108.94

FL+108.96

RKG

24.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

FL+107.93

FL+107.95

, SHEET TITLE :

FL+106.94

ZONE 2 PLAZA LANDSCAPE SECTIONS

STEPS

PLAZA

11 325-04

LANDING

STEPS

LANDING

STEPS

LANDING

STEPS

LANDING

STEPS

LANDING

STEPS

LANDING

STEPS

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

LANDING

SECTION - THROUGH SECONDARY AXIS STEPS

S.E.

SCALE: 1:50 @A1

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR 1.20

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LANDSCAPE SECTIONS

SCALE

DATE

1:50

EXISTING WALL

13 325-04

PLANTING AREA

DRAIN

PLAZA

WALL

SECTION - THROUGH SECONDARY AXIS STEPS SCALE: 1:50 @A1

PLAZA WALL (AS / SEP. DETAIL AS/ STRUCTURAL DETAIL

TREE PIT

PLAZA

TREE PIT

PLAZA

TREE PIT

PLAZA

PLAZA WALL

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

RELEASED FOR

24.09.2016 NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-325-04

REV

R 0

KEY PLAN

LEGEND MATCHLINE A

GENERAL

RL+113.85

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

FG+113.95

FL+114.03

TS+113.99

FL+113.77

TW+115.08

TW+113.93

1:75 FG+108.47

TW+108.57 TW+108.57 BW+108.52

1:100

1:90

1:75

1:100

LEVEL DROP TAG STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

FL+108.44 1:100

FL+108.47

CATCH BASIN (AS/ MEP)

FL+110.246

TW+111.455 BW+110.255

FL+110.34 TW+111.455 BW+110.35

FILTRATION TANK (AS/ MEP)

FL+110.27

FL+108.44

TW+110.35 BW+110.30

GRATED DRAIN (AS / MEP)

BS+108.485 FL+108.47

1:1

1:10 0

BS+108.455

1:75

FL+110.246 TW+113.08 BW+112.03

MAN HOLE (AS/ MEP)

1:100

FL+110.246

FL+110.215

SWALE

1:1

FL+108.44 FL+108.44

TW+109.68 BW+108.48 TS+108.495

TW+109.68 BW+108.555 BS+106.665

PERFORATED PIPE

TW+108.555 BW+108.505

1:1

CULVERTS RAIN GARDEN

1:10 0

1:1

FL+110.215

FL+112.03

00 0 1 :1

FL+110.246

BS+108.455 TS+108.495

D-WALL DRAIN

FL+106.65 FL+106.60

DC1

FL+106.60

FL+110.52 TW+109.68 BW+108.57

DE-SILTING CHAMBER

ABBREVIATIONS: RL

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

TOP OF BENCH

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BS+106.665

TW+108.57

CONTOUR INTERVAL CONTOUR

1:100

TW+113.23 BW+112.08 TW+111.455 BW+110.255 TS+110.27

0.00

FL+110.215

TW+110.265

1:1

TW+109.68 BW+108.48

TR+110.185 BR+110.245

1:100

FL+111.93

BS+110.23

1:10

FL+110.246

1:100

1:1

1:100

LEVEL TAG

1:100 FL+110.246 FL+110.215

FL+111.93 FL+110.215

TW+113.23 BW+112.03

0 1 :1

TW+113.23 BW+112.03 TS+112.045

1:100

FL+111.97

1:50

1:75

1:100

FL+112.00

1:1

1:75

FG+108.39

1:75

FL+108.44

1:75

TW+110.345

TW+110.345 BW+110.295

FL+111.97

1:100

FL+110.246

FLOW DIRECTION/SLOPE

FL 100.0

TW+110.235

FL+110.215

FL+110.295 TW+111.455 BW+110.345

1:7

1:75

FL+110.215

TW+113.23FL+110.215 BS+110.23 BW+112.12 TW+111.455 TS+110.27 BW+110.255 1:7

TW+112.12 BW+112.07

FG+110.245

FL+111.97

1:10

1:75

FL+112.07

TW+112.12

FL+110.215

FG+110.165

BS+112.0 TS+112.045

1:75

TW+113.79

TW+112.13

TW+115.00 BW+113.80 FL+113.74

1:100

BS+110.3

FL+110.206

LEVEL BY OTHERS

TS+110.96

FL+110.186

FL+111.93

1:100

RL+112.25

TW+111.385

FL+110.171

1:100 TW+111.98

FL+111.985 FG+111.95

TW+115.00 BW+113.80 1:1 00 RL TS+113.815

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LEVELS & GRADING TW levels to match with the other side

BS+110.98

TW+111.445

FL+111.97

1:100 FL+111.97 TW+113.80 FL+113.75

1:10 0

TW+113.23 BW+112.03

FL+111.985

TS+111.97 NOTE:

TW+110.295 1:100

FL+111.94

1:10 0 1 :10 0

TW+113.79

FL+113.74

FG+112.22

FL+113.74

1:50

1:10

FL+113.74

TW+115.00 BW+113.79

1:7

1:11 0

1:75

FL+113.74

TW+115.00 BW+113.80

1:75

0 18 1:

FL+113.80

TS+113.815

FL+113.75

1:10 0 1 :10 0

FL+113.846 TW+115.00 BW+113.80

FL+113.80

FL+113.74 FG+113.69

1:75

1:7 0

FL+113.80

BS+111.99

TW+113.17

TW+112.16

BR+111.97 TR+111.91 FL+111.94 TW+111.96

1 :7 5

1:6

FL+113.74

FL+113.90 RL

FL+113.83

FL+113.87

RL FL+113.93

FL+113.90 FL+113.846 RL

RL FL+113.846

TW+112.02 FL+111.925

TW+113.88

FL+114.20

FG+113.69

FG+113.84

1:1 00 1:1

1:7 5

1:40

FL+113.80

FL+111.87 FL+111.895

FL+113.89

1:7

TW+113.17

TW+111.5

1:7

BS+111.99 TW+113.17

FL+111.91

FL+113.73

FL+113.80 1:6

1:7

FL+113.97 5

TW+113.17

PLANTING AREA RIVER WATER

1 1:

1:7

FL+113.74

NOTE: TW levels to match with the other side

TS+112.98

1:75

FL+113.92

GENERAL NOTE:

TS+112.98

TW+112.16

FL+113.74

TW+114.18 TW+113.17

1:15 0

1:7

FL+113.89

FL+113.80

BS+113.0

TW+114.18

TR+113.88

FG+113.85

FL+113.74

TW+114.18

1:75

FL+114.00 1:7 5

BS+113.0

TW+114.18

TW+115.19

FG+113.98

1:100

TW+115.19

1:75

1:7

RAMP UP

TS+113.99

FG+113.98

1:100

FL+114.00

FG+113.85

FG+113.98

FL+114.00 FL+114.03

FG+113.95

1:75

FL+114.03

FL+113.80

CHAINAGE LINE DIAPHRAGM WALL

FL+114.00 FL+114.03

FG+113.95

CHAINAGE TEXT

FL+106.65

FL+106.60

REFER PART LEVEL & GRADING PLAN - 2 DWG NO. GRD-ACM-LS-CD-DWG-321-02A

BSt

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

ZONE 2 PLAZA LEVEL & GRADING PLAN (SHEET 1 OF 3) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

BOTTOM OF SEAT

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

1 321-01

LEVEL & GRADING PLAN

ZONE 2 PLAZA LEVEL & GRADING PLAN (SHEET 1 OF 3)

SCALE: 1:250 @A1

SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-321-01

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE

MATCHLINE A

BUND TOE PATHWAY CENTRELINE FG+113.95

CH= -XXXX FL+114.00 FL+114.03

FG+113.95

TS+110.96

TW+111.17

BS+109.97

TW+111.17

TS+109.95

TW+111.445

TW+111.385

BS+108.96

TW+110.16 TW+109.65

TS+108.94

TR+110.185 TW+110.235

TS+109.95

TW+110.16

BS+108.96

TW+110.16

TS+108.94

TW+109.15

TW+108.52

TW+107.89

TW+108.46

0.00

1:75

BR+106.69

FL+106.65

6.0

FL+106.67

FL+108.47

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

CATCH BASIN (AS/ MEP)

FL+106.685

10 7.0

FL+106.69

1:100

FL+106.7

7.5

BR+106.69 TW+106.74

1:75 FL+108.47 FL+108.44

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

6.5

1:75 FL+108.47

LEVEL TAG

TW+107.89

1:100

TW+110.265

1:75

1:75 FL+108.44

1:100

FL 100.0

TS+107.93

FL+108.315

FL+110.246 FL+110.215

FLOW DIRECTION/SLOPE

BS/TR+106.94

BR+108.47

FL+108.295

1:100

LEVEL BY OTHERS

BS+107.95

TW+108.14

TR+108.41

FL+108.265

1:75

TW+111.17

TW+109.15

FL+110.215

1:75

1:100

BS+109.97

BS+108.45 TW+109.67 TW+109.61

BR+110.245

FL+110.206

TW+111.17

1:75

BS+110.3

TW+110.16

1:75

TW+112.16

NOTE: TW levels to match with the other side

1:100

TW+111.5

BS+110.98

RL+112.25 NOTE: TW levels to match with the other side

1:20

TS+110.96

1:75

TW+112.16

TS+110.96

1:75

BS+110.98

TW+112.16

1:100

TW+112.16

NOTE: TW levels to match with the other side

1:75

TS+111.97

TW+112.16

1 1:

TW+113.17

1:75

TW+113.17

BS+110.98

1:75

BS+111.99

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

LEVELS & GRADING

TS+111.97

TW+112.16 TS+111.97

1:75

TW+113.17

1:75

TS+112.98

TW+113.17

BS+111.99

TW+113.17

TW+114.18

TW+110.295

1:75

BS+113.0

TW+114.18

TS+112.98

PLANTING AREA

BS+111.99

TW+113.17

TW+114.18

GENERAL NOTE:

RIVER WATER

TS+112.98

1:75

BS+113.0

RAMP UP

BS+113.0

TW+114.18

TW+114.18 TW+115.19

TW+114.18

TW+115.19

TS+113.99

TW+115.19

TS+113.99

FG+113.98

DIAPHRAGM WALL

TS+113.99

FG+113.98

FL+114.00 FL+114.03

CHAINAGE LINE

FG+113.98

FL+114.00 FL+114.03

FG+113.95

CHAINAGE TEXT

MAN HOLE (AS/ MEP)

1:100

FL+110.215 FL+108.47 1:100

FL+110.246 FL+110.246

TW+108.49

7.6

FL+110.27 TW+110.35 BW+110.30

BS+108.485

FL+108.47 FL+108.47

FL+108.44 1:100

1:100

FL+108.44

6.5

FL+108.47 FL+108.44

TW+108.555 BW+108.505

6.5

FILTRATION TANK (AS/ MEP) 5

6.0

SWALE

BR+106.80

FL+106.7

PERFORATED PIPE 1:100 FL+106.69 FL+106.7

FL+106.7

FL+108.505

FL+106.665

CULVERTS TR+106.75

BR+106.60

RAIN GARDEN

FL+106.665

TW+108.555 BW+108.505

6.0

GRATED DRAIN (AS / MEP)

1:100

FL+108.44

FL+106.69 1:100 FL+106.73

1:75

1:100

1:75

FL+106.73

1:100 FL+106.7

FL+106.73

TW+111.455 BW+110.255

TW+109.68 BW+108.555 BS+106.665

FL+106.73

1:75

1:100

TR+106.75

D-WALL DRAIN

FL+106.665

BS+106.665

DC1

FL+106.60

7.0

6.5

FL+106.65

FL+106.60

6.5

ABBREVIATIONS:

7.5

5.5

7.7

FL+106.60

6.0

FL+106.30

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

SHEET TITLE :

TOP OF BENCH

ZONE 2 PLAZA LEVEL & GRADING PLAN

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

1 321-02

ZONE 2 PLAZA LEVEL & GRADING PLAN

DE-SILTING CHAMBER

BR+106.55

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

BOTTOM OF SEAT

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LEVEL & GRADING PLAN (SHEET 2 of 3) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-321-02

R 0

KEY PLAN

LEGEND GENERAL

1:1 00

SITE BOUNDARY LINE

FG+108.41

BS+106.665

TW+108.52 FL+108.47

FL+106.685 BS+106.665

1:1 0

0 FL+108.46

00 0 1 :1 1:10

TW+111.455 BW+108.44

TS+108.495 FG+108.41

TW+109.68 BW+108.48

BS+106.665

TW+108.53 FL+108.48

FL+106.685 BS+106.665

0.00 BS+106.665

CONTOUR INTERVAL CONTOUR LEVEL DROP TAG

FG+ 106.615

FL+ 106.665 FG+ 106.615

FLOW DIRECTION/SLOPE LEVEL TAG

TW+109.68 BW+106.65

FL+108.5

LEVEL BY OTHERS

FL 100.0

FL+ 108.48

FG+108.41 BS+106.68 BS+106.68

TW+108.52 FL+108.47

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

TW+108.51 BW+108.469

1:150

TW+108.51 BW+108.469

FL+108.46

BS+106.68

TW+108.53 BW+108.48

FL+108.48

FL+108.46

BS+106.68

FG+108.41

BS+106.68

1:1

FL+ 108.44

TW+108.51 BW+108.469

1:150

TW+108.51 BW+108.469

1:150

1:150 BS+108.44

RL+112.25

TW+109.68 BW+108.52

1:75

FL+108.46

FL+ 108.44

1:150

FL+108.46

1:150

1:7 5

FL+ 108.44

TW+111.455 BW+110.285

TW+110.305 FL+110.275 BW+110.255

FL+ 108.44

1:10 TS+108.495 TW+109.68 0 BW+108.48 1:10 0

BS+108.44

FL+ 108.44

1:10 0 1:10 0

FL+108.455

FL+ 108.45

PLANTING AREA

BS+108.455

0 1 :10 0

TW+110.305 TW+110.305 BW+110.255 BW+110.255

TW+111.455 BW+110.305

BS+108.455

BS+108.455 BS+108.455

GENERAL NOTE:

LEVELS & GRADING

1:10

FL+108.45 BS+108.44

TW+110.294 BW+110.244

FG+110.185

FL+ 108.44

FG+ 108.39

BS+108.455

FG+110.185

FL+110.235

TS+110.27 TW+111.455 BW+110.255

FL+110.235 FG+110.185

1:1 00 1:1 00

FG+110.185

FL+110.235

1:150

FL+110.235

RAMP UP

RIVER WATER

1:150

FL+110.235

1:150

1:7 5

1:10 TS+110.27 0 TW+111.455 1:10 0 BW+110.255

TW+113.23 BW+110.215

1 1:

TW+110.294 BW+110.244

TW+113.23 BW+112.08

1:150

FL+110.215

1:10

FL+110.215

1:10

FG+ 110.165

BS+110.215

FL+110.215

BS+110.23

1:10 0

BS+110.215

TW+112.08 FL+112.03 BW+112.03

CHAINAGE LINE DIAPHRAGM WALL

1:1 0

BS+110.23

FL+110.225

CHAINAGE TEXT

FL+110.215

1:1 00

TW+112.066 BW+112.016

1:10

FL+112.016 TW+113.23 BW+112.03

FL+112.0

TW+112.066 BS+110.23

FL+110.215

TS+112.045

1 :1

1:10

FL+112.0 FG+111.95

TW+112.066 BW+112.016

TW+112.08 TW+113.23 BW+112.03 BW+112.08

BS+110.23

CH= -XXXX

1:10 0

FL+112.0

1:150

FL+112.00

TS+112.045 TW+113.23 1:10 BW+112.03 0

1:150

1:7 5

FL+111.985

FG+111.98

1:10 0

TW+115.00 BW+ 113.82 FL+111.985

BS+112.00

1:1 00

TW+115.00 BW+ 113.79

1:10 0 1:10 0

PATHWAY CENTRELINE

1:1 00

FL+111.985

FL+113.74

FL+111.985 TW+113.23 BW+112.03 1:10 0

BUND TOE FL+106.45

0 1 :10 0

FL+113.74

FL+106.60

FL+106.665 FG+ 106.615

STEPS LEVEL CHANGE

R/L

RIDGE LINE FOR DRAINAGE

V/L

VALLEY LINE FOR DRAINAGE

FL+106.60

FL+106.665

1:10

1:7

0 1 :100 FL+106.65

CATCH BASIN (AS/ MEP)

FG+ 106.615

TW+109.68 BW+108.53

FL+106.60

MAN HOLE (AS/ MEP) FL+106.60

FILTRATION TANK (AS/ MEP)

FL+106.60

GRATED DRAIN (AS / MEP)

FL+106.60

SWALE PERFORATED PIPE CULVERTS RAIN GARDEN D-WALL DRAIN

FL+106.45 DC1

FL+106.45

ABBREVIATIONS:

FL+106.45

FL+106.30

DE-SILTING CHAMBER

FINISH ROAD LEVEL

FINISH LEVEL

TOP OF KERB

BOTTOM OF KERB

TOP OF WALL

BOTTOM OF WALL

TOP OF STEP

BOTTOM OF STEP

WATER LEVEL

FINISH GROUND LEVEL

SHEET TITLE :

TOP OF BENCH

ZONE 2 PLAZA LEVEL & GRADING PLAN

BOTTOM OF BENCH

PLINTH LEVEL

TOP OF RAMP

BOTTOM OF RAMP

TSt

TOP OF SEAT

BSt

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

BOTTOM OF SEAT

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 2 321-01

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

PART LEVEL & GRADING PLAN SCALE: 1:150 @A1

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA LEVEL & GRADING PLAN

SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-321-02A

R 0

KEY PLAN

LEGEND MATCHLINE A

00 -8 CH=

AXI SC ENT

ER L

INE

GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE

AXI

SC EN

TER

LIN E

-700 CH=

DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

SETTINGOUT CENTER LINE OF WALLS CONTOUR LINE X= 0.6456 Y= 0.4437

X-Y COORDINATES

A1/ B1/ C1/ D1 WALL CENTRLINE COORDINATE TAG

NOTE: 1.REFER DWG NO. GRD-ACM-LS-CD-DWG-130-04 & 05 FOR SITE WIDE PATHWAY SETTING OUT PLAN 2. REFER DWG NO. GRD-ACM-LS-CD-DWG-321-01, 02 & 02A FOR ZONE 2 PLAZA LEVEL & GRADING PLAN FOR THE TOP OF WALLS. 3. REFER DWG NO. GRD-ACM-LS-CD-DWG-322-01, 02 & 02A FOR ZONE 2 PLAZA SETTINGOUT PLAN WALLS. 4. REFER DWG SERIES 2022 FOR THE STRUCTURAL DETAILS OF THE WALLS BEFORE COMMENCING THE SETTING OUT OF THE RESPECTIVE WALLS.

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

ZONE 2 PLAZA SETTINGOUT PLAN - PATHWAYS (SHEET 1 OF 3)

1 322-01

ZONE 2 PLAZA SETTING OUT PLAN- PATHWAY

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTINGOUT PLAN - PATHWAYS (SHEET 1 OF 3) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-322-11

R 0

-800 CH=

MATCHLINE A

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

2.33

R0 FIRST ISSUE

RKG

22.09.2016

2.5 3.6

DRWN CHKD

REV. DESCRIPTION

3.7

DATE

5.94

AMENDMENT / ISSUE REGISTER 3.6

8.02

2.4

7.42

6.67

2.5

3.45

3.55

2.5

2.93

5.8

2.95

2.5

2.93

5.2

2.05

5.43 3.9

2.25

2.85

3.44

2.38

3.12 2.5

2.5 2.5

SHEET TITLE :

2.5

2.36

3.93

REFERENCE POINT K:

1 321-02

ZONE 2 PLAZA SETTINGOUT PLAN - PATHWAY

ZONE 2 PLAZA PATHWAY SETTINGOUT PLAN (SHEET 2 OF 3) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTINGOUT PLAN - PATHWAYS (SHEET 2 OF 3) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-12

R 0

KEY PLAN

LEGEND

ENTRY/ EXIT

EN TER

LIN

MATCHLINE A

CH= -XXXX

2.2

2.77

2.46

1.2 1.2

0.9

1.8

1.2

X= 0.6456 Y= 0.4437

5.1

NOTE:

9.3 7

3.3

3.4

WALL CENTRLINE COORDINATE TAG

0.5 3 4.7 3

14. 05

0.3 3

0.3

12.

0.3 3

10.84

18.2

0.3 3.3

4.7 3

3.6

0.3

3 3

PA PA

4.7

18.2

12.

1.8

3.6

0.3

1. THE SETTING OUT PLAN REFER TO SETTING OUT OF STRUCTURAL WALLS (R.C.C.) / PATHWAYS / STEPS. 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE GRADING PLAN GRD-ACM-LS-CD-DWG-351-01 FOR THE LEVELS OF THE WALLS. 3. REFER TO THE STRUCTURAL DETAILS FOR THE WALLS GRD-ACM-SS-DD-DWG-2008, 2008-A, 2008-B, C,D,E BEFORE COMMENCING THE SETTING OUT OF THE RESPECTIVE WALLS.

3 0.3

21.97

X-Y COORDINATES

A1/ B1/ C1/ D1

1.8

18.2

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

CONTOUR LINE

3.6

PLANTING AREA

CENTER LINE OF WALLS

5.1

EXISTING PATHWAY

GENERAL NOTE:

SETTINGOUT

RAMP UP

RIVER WATER

0.77

1.8 1.2 1.8

0.78

0.37

1.8 1.88

1.2

19 1.5 1.5 1.5 2.

1.81

CHAINAGE LINE

D28 2.2

1.83

3.3

CHAINAGE TEXT

DIAPHRAGM WALL

SECONDARY AXIS

3.58 EXISTING BOUNDARY WALL

PATHWAY CENTRELINE

EXISTING BOUNDARY WALL

0.37

2.4

EXISTING PATHWAY

BUND TOE

SECONDARY AXIS

EXISTING PATHWAY

SITE BOUNDARY LINE

.5 1.5 1.5 1.5 1.5 1.5 1

2.65

-700 CH=

CH=

TER AXI S

CEN

EXISTING ROAD

AXI

-800

LIN E

GENERAL

6 0.3 3

9.52

1.9

3.6 18.2 7.77

PA PA

3.3

R1 LINEAR DIMENSION ADDED

RKG

30.09.2016

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

AXIS PATHWAY MAZE

, SHEET TITLE :

REFER PART SETTING PLAN - WALLS DWG NO. GRD-ACM-LS-CD-DWG-322-02A

ZONE 2 PLAZA SETTING OUT PLAN - WALLS

DECK - 3

1 322-01

ZONE 2 PLAZA WALL SETTING OUT PLAN

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTING OUT PLAN - WALLS (SHEET 1 OF 3) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-322-01

R 0

KEY PLAN

GENERAL

CH=

-900

LEGEND

SITE BOUNDARY LINE

-80 CH=

MATCHLINE A

BUND TOE PATHWAY CENTRELINE

PA EXISTING PATHWAY

EXISTING BOUNDARY WALL

CH= -XXXX

2.2

1.2

1.8

1.2

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

CENTER LINE OF WALLS CONTOUR LINE X= 0.6456 Y= 0.4437

X-Y COORDINATES

A1/ B1/ C1/ D1

1.8

1.2

0.9

PLANTING AREA

SETTINGOUT

1.8

1.2

1.8

1.2 1.2

GENERAL NOTE:

RIVER WATER

1.81

1.19

1.81

1.19

1.08 .5 1.5 1.5 1.5 1.5 1.5 1 .5 1.5 1.5 1.5 1.5 1.5 1.5 1 1.8

1.81

1.8

1.2

2.77

2.46

1.2 1.2

0.6 0.93 3.19 1.5 1.5 1.5 .5 1.5 1.5 1.5 1.5 1.5 1.5 1 2.88

1.8

1.2

1.8

0.94

0.9

1.8

1.2

.5 1.5 1.5 1.5 1.5 1.5 1

1.8 1.2 1.8

0.78 PA

D28 0.77

2.2

1.08

RAMP UP MH

EXISTING PATHWAY SECONDARY AXIS

CHAINAGE LINE DIAPHRAGM WALL

SECONDARY AXIS SECONDARY AXIS

CHAINAGE TEXT

WALL CENTRLINE COORDINATE TAG

1.2

NOTE:

5.4

5.09

1. THE SETTING OUT PLAN REFER TO SETTING OUT OF STRUCTURAL WALLS (R.C.C.) / PATHWAYS / STEPS. 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE GRADING PLAN GRD-ACM-LS-CD-DWG-321-02 FOR THE LEVELS OF THE WALLS. 3. REFER TO THE STRUCTURAL DETAILS FOR THE WALLS BEFORE COMMENCING THE SETTING OUT OF THE RESPECTIVE WALLS.

5 4.32

1.8

0.3

0.3 1.8

R1 LINEAR DIMENSION ADDED

RKG

30.09.2016

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, DECK -2

SHEET TITLE :

GOMTI RIVER PEDESTRIAN PATHWAY

1 322-02

ZONE 2 PLAZA WALL SETTING OUT PLAN

ZONE 2 PLAZA SETTING OUT PLAN - WALLS SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

SCALE: 1:250 @A1

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTING OUT PLAN - WALLS (SHEET 2 OF 3) SCALE

DATE

1:250

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-02

R 1

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

3.6 3.17

3.6

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

1.8

0.3

0.47

0.3

SETTINGOUT

CONTOUR LINE

3.17

0.47

CENTER LINE OF WALLS

3.6

X= 0.6456 Y= 0.4437

1.8

5.3

0.3

0.47

Y= 2969726.4590

0.3

WALL CENTRLINE COORDINATE TAG

NOTE:

3.17

0.47

1.8

0.3

0.47

A1/ B1/ C1/ D1

0.3

3.6

0.3

X-Y COORDINATES

0.3 0.3

5.6

0.3

5 0.3

1. THE SETTING OUT PLAN REFER TO SETTING OUT OF STRUCTURAL WALLS (R.C.C.) / PATHWAYS / STEPS. 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE GRADING PLAN GRD-ACM-LS-CD-DWG-321-01 FOR THE LEVELS OF THE WALLS. 3. REFER TO THE STRUCTURAL DETAILS FOR THE WALLS BEFORE COMMENCING THE SETTING OUT OF THE RESPECTIVE WALLS.

0.47

3.6

1 322-03

PART SETTING OUT PLAN SCALE: 1:150 @A1

R1 LINEAR DIMENSION ADDED

RKG

30.09.2016

R0 FIRST ISSUE

RKG

22.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

ZONE 2 PLAZA SETTING OUT PLAN - WALLS SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE ZONE 2 PLAZA SETTING OUT PLAN - WALLS (SHEET 3 OF 3) SCALE

DATE

1:150

22.09.2016

DRWN. BY

RKG

CHKD. BY

VP BM

APPD. BY

NORTH

RELEASED FOR INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-322-02A

R 1

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE:

01 400-01

PLAN - FLUSHED PAVING EDGE ( STONE / STONE ) - E1 SCALE: 1:10 @A1

03 400-01

PLAN - FLUSHED PAVING EDGE ( STONE / CONCRETE ) - E2 SCALE: 1:10 @A1

05 400-01

PLAN - RAISED STONE EDGE TO PLANTING - E3 SCALE: 1:10 @A1

1. ALL DIMENSIONS ARE IN MM. 2. ALL STRUCTURAL ELEMENTS REFER TO STRUCTURAL ENGINEER'S DRAWINGS. 3. REFER TO PAVING DETAILS DRAWING SERIES GRD-ACM-LS-CD-DWG-410. 4. FOR FINISH LEVELS OF COPING OR PAVING, REFER LEVEL & GRADING PLANS OF EACH DETAIL AREA. 5. ALL MORTAR JOINTS TO MATCH THE COLOUR OF EDGE UNIT, UNLESS OTHERWISE SPECIFIED. 6. ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS. 7. MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED. 8. IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS. 9. BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION. 10. EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING. 11. AVOID OVERLAY OF COVERS WITH PAVING BANDS AND EDGES. 12. MECHANICAL FIXING TO BE PROVIDED FOR ALL COPING/EDGING UNITS OF THICKNESS 50MM AND ABOVE OF DIMENSION 750MM AND ABOVE; OR AS DIRECTED BY THE ENGINEER.

R0 FIRST ISSUE

RKG

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

TYPICAL KERB & EDGE DETAILS (SHEET 1 OF 5) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL KERB & EDGE DETAILS (SHEET 1 OF 5)

SCALE

DATE

AS SHOWN DRWN. BY

RKG

CHKD. BY

TK BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 400-01

SECTION - FLUSHED PAVING EDGE ( STONE / STONE ) - E1 SCALE: 1:10 @A1

04 400-01

SECTION - FLUSHED PAVING EDGE ( STONE / CONCRETE ) - E2 SCALE: 1:10 @A1

06 400-01

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

SECTION - RAISED STONE EDGE TO PLANTING - E3

CONSTRUCTION DRAWING

SCALE: 1:10 @A1

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-400-01

R 0

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE:

01 400-02

PLAN - FLUSHED STONE EDGE TO PLANTING - E4 SCALE: 1:10 @A1

03 400-02

PLAN - RAISED STONE EDGE TO STEPS - E5 SCALE: 1:10 @A1

05 400-02

PLAN - RAISED STONE EDGE TO PLANTING - E6 SCALE: 1:10 @A1

R0 FIRST ISSUE

RKG

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

TYPICAL KERB & EDGE DETAILS (SHEET 2 OF 5) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL KERB & EDGE DETAILS (SHEET 2 OF 5)

SCALE

DATE

AS SHOWN DRWN. BY

RKG

CHKD. BY

TK BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 400-02

SECTION - FLUSHED STONE EDGE TO PLANTING - E4 SCALE: 1:10 @A1

04 400-02

SECTION - RAISED STONE EDGE TO STEPS - E5 SCALE: 1:10 @A1

06 400-02

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

SECTION - RAISED STONE EDGE TO PLANTING - E6

CONSTRUCTION DRAWING

SCALE: 1:10 @A1

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-400-02

R 0

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE:

01 400-03

PLAN - FLUSHED STONE EDGE TO PLANTING - E7 SCALE: 1:10 @A1

02 400-03

PLAN - FLUSHED STONE EDGE - E8 SCALE: 1:10 @A1

05 400-03

PLAN - RAISED STONE EDGE TO PLANTING - E9 SCALE: 1:10 @A1

R0 FIRST ISSUE

RKG

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

TYPICAL KERB & EDGE DETAILS (SHEET 3 OF 5) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL KERB & EDGE DETAILS (SHEET 3 OF 5)

SCALE

DATE

AS SHOWN DRWN. BY

RKG

CHKD. BY

TK BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 400-03

SECTION - FLUSHED STONE EDGE TO PLANTING - E7 SCALE: 1:10 @A1

04 400-03

SECTION - FLUSHED STONE EDGE - E8 SCALE: 1:10 @A1

06 400-03

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

SECTION - RAISED STONE EDGE TO PLANTING - E9

CONSTRUCTION DRAWING

SCALE: 1:10 @A1

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-400-03

R 0

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE:

01 400-04

PLAN - PEDESTRIAN RAMP & PAVING EDGE - E10 SCALE: 1:10 @A1

03 400-04

PLAN - FLUSHED PAVING WITH EXPANSION JOINT EDGE - E11 SCALE: 1:10 @A1

05 400-04

COPING EDGE DETAIL - 01 SCALE: 1:10 @A1

R0 FIRST ISSUE

RKG

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

TYPICAL KERB & EDGE DETAILS (SHEET 4 OF 5) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL KERB & EDGE DETAILS (SHEET 4 OF 5)

SCALE

DATE

AS SHOWN DRWN. BY

RKG

CHKD. BY

TK BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 400-04

SECTION - PEDESTRIAN RAMP & PAVING EDGE - E10 SCALE: 1:10 @A1

04 400-04

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

SECTION - FLUSHED PAVING WITH EXPANSION JOINT EDGE - E11

CONSTRUCTION DRAWING

SCALE: 1:10 @A1

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-400-04

R 0

KEY PLAN

GENERAL NOTE: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE:

01 400-05

PLAN - CONCRETE KERB - E12 SCALE: 1:10 @A1

02 400-05

PLAN - DECK EDGE - E13 SCALE: 1:10 @A1

05 400-05

PLAN - CONCRETE KERB - E14 SCALE: 1:10 @A1

R0 FIRST ISSUE

RKG

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

TYPICAL KERB & EDGE DETAILS (SHEET 5 OF 5) SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL KERB & EDGE DETAILS (SHEET 5 OF 5)

SCALE

DATE

AS SHOWN DRWN. BY

RKG

CHKD. BY

TK BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 400-05

SECTION - CONCRETE KERB - E12 SCALE: 1:10 @A1

04 400-05

SECTION - TYPICAL DECK EDGE - E13 SCALE: 1:10 @A1

06 400-05

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

SECTION - CONCRETE KERB - E14

CONSTRUCTION DRAWING

SCALE: 1:10 @A1

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-400-05

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE SURFACE GRATE DRAIN Refer to MEP Consultant's details

CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

PLANTING BED Refer to DWG series GRD-ACM-LS-CD-DWG-510

02 410-01

PARKING BAY PAVING P9; GRANITE COBBLES; SIZE: 100(W) x 100(L) x 60(D)MM; COLOR: LIGHT GREY; FINISH: SANDBLASTED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02 PARKING BAY PAVING P9; GRANITE COBBLE BANDS; SIZE: 100(W) x 200(L) x 60(D)MM; COLOR: BLACK; FINISH: HONED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

SLOPE

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES E0

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT LAYING DIRECTION

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

4. 5mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

PARKING DRIVEWAY PAVING P7; EXPOSED CONCRETE CAST IN SITU, MIN 25MM THK. FINISH: BROOMED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

COPING TYPE C4; Refer to DWG No. GRD-ACM-LS-CD-DWG-420-04

6M WIDE PARKING DRIVEWAY

01 410-01

5M LONG PARKING BAY

ADDITIONAL NOTES:

ADJUSTMENT UNIT As per site

PAVING DETAIL P7 & P9 - PARKING - TYPICAL PLAN SCALE: 1:10 @A1

PARKING BAY PAVING P9; GRANITE COBBLES; SIZE: 100(W) x 100(L) x 60(D)MM; COLOR: LIGHT GREY; FINISH: SANDBLASTED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

PARKING DRIVEWAY PAVING P7; EXPOSED CONCRETE CAST IN SITU, MIN 25MM THK. FINISH: BROOMED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

SURFACE GRATE DRAIN Refer to MEP Consultant's details SHEET TITLE :

PARKING BAY PAVING P9; GRANITE COBBLE BANDS; SIZE: 100(W) x 200(L) x 60(D)MM; COLOR: BLACK; FINISH: HONED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

SWEET EARTH Refer to DWG series GRD-ACM-LS-CD-DWG-510 & Landscape Specifications

PARKING BAY PAVING P9; GRANITE COBBLE BANDS; SIZE: 100(W) x 200(L) x 60(D)MM; COLOR: BLACK; FINISH: HONED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

RCC WALL Refer to Strucutral Engineer's Details

PARKING DRIVEWAY PAVING P7; EXPOSED CONCRETE CAST IN SITU, MIN 25MM THK. FINISH: BROOMED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

SHEET TITLE PAVING TYPE P7 & P9 PARKING PAVING

SCALE

DATE

DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 02

PAVING DETAIL P7 & P9 - PARKING - TYPICAL SECTION SCALE: 1:25 @A1

03 410-01

PAVING DETAIL P7 & P9 - PARKING - MATERIAL IMAGES SCALE: N.T.S

RELEASED FOR

13.09.2016

1:25

410-01

S.E.

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-01

R 0

CH = -1100

KEY PLAN

GENERAL NOTE:

Filename: Z:\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.3DETAILS\LHS\PAVING\GRD-ACM-LS-CD-DWG-410-05,07,09,16,17,18,19.DWG

Last saved by: KAUSHALT

Last Plotted: 2016-09-12

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE: 1. FINISH LEVELS OF WALKWAY TO MERGE WITH FINISH LEVELS OF PAVING AT JUNCTIONS. 2. ALL LEVELS MENTIONED IN PLAN & SECTION ARE RELATIVE. FOR FINISH LEVEL OF PATHWAYS, REFER LEVELS AND GRADING PLANS. 3. ALL PAVEMENT DETAILS, CONCRETE THICKNESS AND REINFORCING REQUIRES STRUCTURAL REVIEW AND CERTIFICATION PRIOR TO CONSTRUCTION. 4. FOR JOINTING AT JUNCTIONS OR LARGE PAVING AREAS, REFER TO CLOSURE RULE CONCRETE NODE DETAIL.

01 410-02

TYPICAL PAVING P1 - 4.8 M WIDE WALKWAY PLAN SCALE: 1:25 @A1

R0 FIRST ISSUE

VP 09.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL PAVING DETAILS PEDESTRIAN PATHWAY PAVING TYPE P1 SCALE

DATE

DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-02

TYPICAL PAVING P1 - 4.8 M WIDE WALKWAY SECTION SCALE: 1:25 @A1

RELEASED FOR

09.03.2016

1:25

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-02

R 0

KEY PLAN

LEGEND GENERAL

02 410-05

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

BOARDWALK COPING EDGE KOTASTONE TILE SIZE: 300(W) x 900(L) x 50(D)MM; COLOR: NATURAL GREY FINISH: SANDBLASTED Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

01 410-04

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES

RAILING TYPE R2 BOARDWALK RAILING Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

UNIT E = KOTA STONE TILE COLOR: NATURAL GREY; SIZE: 150(L) X 300(W) X 30(D)MM; FINISH: HONED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT LAYING DIRECTION

ADDITIONAL NOTES: 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

WETLAND WATER FROM THE RIVER AS/ MEP CONSULTANT'S DETAILS

01 410-03

PAVING DETAIL P5 - BOARDWALK - TYPICAL LAYOUT PLAN SCALE: 1:25 @A1

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

3600M WIDE BOARDWALK

RAILING DETAILS - TYPE R2 REFER TO DWG. NO. GRD-ACM-LS-CD-DWG-450-11 SHEET TITLE :

BOARDWALK COPING EDGE KOTASTONE TILE SIZE: 300(W) x 900(L) x 50(D)MM; COLOR: NATURAL GREY FINISH: SANDBLASTED Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

FL+106.75

03 410-03

WL+105.7

PAVING DETAIL P5 - IMAGE - KOTASTONE HONED FINISH

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

SCALE: N.T.S

WL+105.7

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

R.C.C. WALL AS/STRUCTURE ENGINEER'S DETAILS REFER TO DWG. NO. GRD-ACM-SS-CD-DWG-2005-01

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PAVING DETAILS BOARDWALK PAVING PAVING TYPE P5 (SHEET 1 OF 2) SCALE

DATE

VARIES DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 02 410-03

PAVING DETAIL P5 - BOARDWALK - TYPICAL SECTION SCALE: 1:25 @A1

04 410-03

PAVING DETAIL P5 - IMAGE - KOTASTONE SANDBLASTED FINISH SCALE: N.T.S

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-03

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

WETLAND WATER FROM THE RIVER AS/ MEP CONSULTANT'S DETAILS PA

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

UNIT A = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 900(W) X 30(D)MM FINISH: HONED

BOARDWALK COPING EDGE KOTASTONE TILE SIZE: 300(W) x 900(L) x 50(D)MM; COLOR: NATURAL GREY FINISH: SANDBLASTED Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

UNIT B = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 900(W) X 30(D)MM FINISH: SANDBLASTED

RAILING TYPE R3 Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

FINISHES E0

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT LAYING DIRECTION

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

E B E

UNIT C = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 600(W) X 30(D)MM FINISH: HONED

BOARDWALK PAVING TYPE P5 PAVING MODULE: 1 NO. UNIT A, 2 NOS. UNIT B, 1 NO. UNIT C, 4 NOS. UNIT D, 8 NOS. UNIT E, 7 NOS. UNIT F. WITH ADJUSTMENT UNITS Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

UNIT E = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 300(W) X 30(D)MM FINISH: HONED

F D UNIT A = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 900(W) X 30(D)MM FINISH: HONED

F A

ADDITIONAL NOTES:

02 410-04

UNIT D = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 600(W) X 30(D)MM FINISH: SANDBLASTED

UNIT F = KOTA STONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 300(W) X 30(D)MM FINISH: SANDBLASTED

PAVING DETAIL P5 - PAVING UNITS - 3D VIEW SCALE: 1:10@ A1

R0 FIRST ISSUE

BOARDWALK EDGE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

UNIT E = KOTA STONE TILE COLOR: NATURAL GREY; SIZE: 150(L) X 300(W) X 30(D)MM; FINISH: HONED; Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

BOARDWALK COPING EDGE KOTASTONE TILE SIZE: 300(W) x 900(L) x 50(D)MM; COLOR: NATURAL GREY FINISH: SANDBLASTED Refer to Material Schedule GRD-ACM-LS-CD-DWG-050-02

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

B F

5mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

D F E

S.E.

PROJECT NAME PAVING ADJUSTMENT UNIT AS PER SITE CONDITIONS

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

PAVING ADJUSTMENT UNIT MIN. WIDTH TO BE 50MM

PAVING DETAILS BOARDWALK PAVING PAVING TYPE P5 (SHEET 2 OF 2) SCALE

DATE

EXTENDED PAVING UNIT IF ADJUSTMENT IS LESS THAN 50 MM

DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

MODULE START LINE

01 410-04

PAVING DETAIL P5 - BOARDWALK - TYPICAL MODULE DETAIL SCALE: 1:10 @A1

03 410-04

PAVING DETAIL P5 - ADJUSTMENT UNIT SCALE: 1:10 @ A1

RELEASED FOR

13.09.2016

1:10

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-04

R 0

CH = -1100

KEY PLAN

GENERAL NOTE:

Filename: Z:\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.3DETAILS\LHS\PAVING\GRD-ACM-LS-CD-DWG-410-05,07,09,16,17,18,19.DWG

Last saved by: KAUSHALT

Last Plotted: 2016-09-12

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

NOTE: 1. PLEASE NOTE THAT UPSTAND IN CONCRETE WALL IS REDUCED TO 50MM. 2. FINISH LEVELS OF JOGGING TRACK TO MERGE WITH FINISH LEVELS OF PAVING AT JUNCTIONS. 3. ALL LEVELS MENTIONED IN PLAN & SECTION ARE RELATIVE. FOR FINISH LEVEL OF PATHWAYS, REFER LEVELS AND GRADING PLANS. 4. ALL PAVEMENT DETAILS, CONCRETE THICKNESS AND REINFORCING REQUIRES STRUCTURAL REVIEW AND CERTIFICATION PRIOR TO CONSTRUCTION. 5. FOR JOINTING AT JUNCTIONS OR LARGE PAVING AREAS, REFER TO CLOSURE RULE CONCRETE NODE DETAIL.

01 410-05

TYPICAL PAVING P4 - JOGGING TRACK PLAN SCALE: 1:25 @A1

R0 FIRST ISSUE

VP 09.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

03 410-05

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

03 410-05

JOGGING TRACK SECTION - EDGE DETAIL SCALE: 1:10 @A1

SHEET TITLE TYPICAL PAVING DETAILS JOGGING TRACK PAVING TYPE P4 SCALE

DATE

VARIES DRWN. BY

CHKD. BY

VP BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-05

TYPICAL PAVING P4 - JOGGING TRACK SECTION SCALE: 1:20 @A1

RELEASED FOR

09.03.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-05

R 0

CH = -1100

KEY PLAN

GENERAL NOTE:

Last Plotted: 2016-09-12

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

Filename: Z:\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.3DETAILS\LHS\PAVING\GRD-ACM-LS-CD-DWG-410-05,07,09,16,17,18,19.DWG

Last saved by: KAUSHALT

NOTE: 1. PLEASE NOTE THAT UPSTAND IN CONCRETE WALL IS REMOVED. 2. FINISH LEVELS OF CYCLE TRACK TO MERGE WITH FINISH LEVELS OF PAVING AT JUNCTIONS. MERGING OF LEVELS TO BE STARTED 40M PRIOR TO JUNCTION. 3. ALL LEVELS MENTIONED IN PLAN & SECTION ARE RELATIVE. FOR FINISH LEVEL OF PATHWAYS, REFER LEVELS AND GRADING PLANS. 4. ALL PAVEMENT DETAILS, CONCRETE THICKNESS AND REINFORCING REQUIRES STRUCTURAL REVIEW AND CERTIFICATION PRIOR TO CONSTRUCTION. 5. FOR JOINTING AT JUNCTIONS OR LARGE PAVING AREAS, REFER TO CLOSURE RULE CONCRETE NODE DETAIL.

01 410-06

TYPICAL PAVING P6 - CYCLE TRACK PLAN SCALE: 1:25 @A1

R0 FIRST ISSUE

VP 09.03.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

01 D-4-13L

TYPICAL DETAIL PLAN - CYCLE TRACK SCALE: 1:10

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE TYPICAL PAVING DETAILS CYCLE TRACK PAVING TYPE P6 SCALE

DATE

VARIES 03 410-06

TYPICAL PATTERN FOR CYCLE SYMBOL

DRWN. BY

CHKD. BY

VP BM

SCALE: 1:25 APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-06

TYPICAL PAVING P6 - CYCLE TRACK SECTION SCALE: 1:20 @A1

RELEASED FOR

09.03.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-07

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE VARIES

VARIES

3300

VARIES

BUND TOE PATHWAY CENTRELINE ROW 4

G C

SANDSTONE EDGE/COPING SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: NATURAL CLEFT;

G C

CH= -XXXX

PA ROW 1

400

ROW 2 ROW 1

G C

275

G C

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

G C

275

550

G C

550

400

150150

FINISHES

150

400

150150

G C

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

400

REPEAT ROW 2 ROW 3

ROW 3

REPEAT ROW 1 550

ROW 2

RAMP UP

RIVER WATER

SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: GREY; FINISH: HONED

CHAINAGE LINE DIAPHRAGM WALL

SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: GREY; FINISH: SHOT BLASTED

CHAINAGE TEXT

G C

REPEAT ROW 3 150150 275

275

400

150150

400

ADDITIONAL NOTES :

LAYING DIRECTION

550

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site ROW 4

G C

01 410-08

2mm MORTAR JOINT MORTAR COLOUR TO MATCH ADJACENT PAVING

REPEAT ROW 4

G C

PLANTING BED Refer to Dwg Series GRD-ACM-LS-CD-DWG-510

275 150 275

G C

ROW 4

400

275

550

ROW 1

PAVING DETAIL P2 - PRIMARY AXIS - TYPICAL LAYOUT PLAN

SCALE: 1:25 @A1

410-08

PAVING DETAIL P2 - PRIMARY AXIS - TYPICAL PAVING MODULES & LAYING PATTERN SCALE: 1:25 @A1

R0 FIRST ISSUE

11.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, VARIES SANDSTONE EDGE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: NATURAL CLEFT; SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: HONED OR SHOTBLASTED; SANDSTONE EDGE/COPING SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: NATURAL CLEFT;

SHEET TITLE :

UNIT A = SANDSTONE TILE COLOR: RED SIZE: 550(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT B = SANDSTONE TILE COLOR: RED SIZE: 400(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT C = SANDSTONE TILE COLOR: RED SIZE: 150(L) X 550(W) X 30(D)MM FINISH: HONED

FALL

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

FALL

PROJECT NAME RCC WALL AS PER ENGINEER'S DETAILS MORTAR AS PER ENGINEER'S DETAIL RCC SLAB AS PER ENGINEER'S DETAIL PCC AS PER ENGINEER'S DETAIL

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, UNIT E = SANDSTONE TILE COLOR: RED SIZE: 550(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT D = SANDSTONE TILE COLOR: RED SIZE: 275(L) X 550(W) X 30(D)MM FINISH: HONED

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UNIT F = SANDSTONE TILE COLOR: RED SIZE: 400(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

GRANULAR SUBBASE AS PER ENGINEER'S DETAIL COMPACTED EARTH

SHEET TITLE PAVING DETAILS PRIMARY AXIS PAVING PAVING TYPE P2

CONCRETE KERB SIZE: 650(L) X 150(W) X 450(D) MM;

SCALE UNIT G = SANDSTONE TILE COLOR: RED SIZE: 150(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT H = SANDSTONE TILE COLOR: RED SIZE: 275(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

DATE

VARIES DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-08

PAVING DETAIL P2 - PRIMARY AXIS - TYPICAL SECTION SCALE: 1:25 @A1

04 410-08

PAVING DETAIL P2 - PRIMARY AXIS - TYPICAL PAVING UNITS SCALE: 1:25 @A1

RELEASED FOR

11.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-08

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE VARIES

VARIES

2200

VARIES

BUND TOE PATHWAY CENTRELINE ROW 4

G C

ROW 1

SANDSTONE EDGE/COPING SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: NATURAL CLEFT;

SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: GREY; FINISH: SHOT BLASTED

G C

CH= -XXXX

PA ROW 1

400

275

G C

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

G C

550

G C

150

550

400

150150

400

FINISHES

150150

G C

400

G C

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

REPEAT ROW 2 ROW 3

ROW 3

275

550 ROW 2

RAMP UP

RIVER WATER

ROW 2

CHAINAGE LINE DIAPHRAGM WALL

SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: GREY; FINISH: HONED

CHAINAGE TEXT

ADDITIONAL NOTES :

LAYING DIRECTION 150150 275

ROW 4

G C

01 410-09

REPEAT ROW 4

G C

ROW 4

275 150 275

2mm MORTAR JOINT MORTAR COLOUR TO MATCH ADJACENT PAVING

275

400

150150

400

550

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

G C

PLANTING BED Refer to Dwg Series GRD-ACM-LS-CD-DWG-510

275

400

275

550

ROW 1

PAVING DETAIL P8 - SECONDARY AXIS - TYPICAL LAYOUT PLAN

SCALE: 1:25 @A1

410-09

PAVING DETAIL P8 - SECONDARY AXIS - TYPICAL PAVING MODULES & LAYING PATTERN SCALE: 1:25 @A1

R0 FIRST ISSUE

11.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

SANDSTONE SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: HONED OR SHOTBLASTED;

FALL

SANDSTONE EDGE/COPING SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: RED; FINISH: NATURAL CLEFT;

UNIT A = SANDSTONE TILE COLOR: RED SIZE: 550(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT B = SANDSTONE TILE COLOR: RED SIZE: 400(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT C = SANDSTONE TILE COLOR: RED SIZE: 150(L) X 550(W) X 30(D)MM FINISH: HONED

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, UNIT E = SANDSTONE TILE COLOR: RED SIZE: 550(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT D = SANDSTONE TILE COLOR: RED SIZE: 275(L) X 550(W) X 30(D)MM FINISH: HONED

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

UNIT F = SANDSTONE TILE COLOR: RED SIZE: 400(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PAVING DETAILS SECONDARY AXIS PAVING PAVING TYPE P8 SCALE UNIT G = SANDSTONE TILE COLOR: RED SIZE: 150(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT H = SANDSTONE TILE COLOR: RED SIZE: 275(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

DATE

VARIES DRWN. BY

CHKD. BY

BM RG

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-09

PAVING DETAIL P8 - SECONDARY AXIS - TYPICAL SECTION SCALE: 1:25 @A1

04 410-09

PAVING DETAIL P8 - SECONDARY AXIS - TYPICAL PAVING UNITS

RELEASED FOR

11.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

SCALE: 1:25 @A1 DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-09

R 0

KEY PLAN

LEGEND GENERAL 02 410-10

04 410-10

SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

KOTA STONE BAND SIZE: 175(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: SHOTBLASTED

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES

JOGGING TRACK PAVING TYPE P4 Refer to DWG No. GRD-ACM-LS-CD-DWG-410-05

KOTA STONE SIZE: 550(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: HONED PLAZA PAVING

05 410-1

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

05 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - EDGE DETAIL SCALE: 1:25 @A1

ADDITIONAL NOTES :

LAYING DIRECTION 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

03 410-10

CYCLE PATHWAY PAVING TYPE P6 Refer to DWG No. GRD-ACM-LS-CD-DWG-410-07

01 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - TYPICAL LAYOUT PLAN SCALE: 1:50 @A1

KOTA STONE ADJUSTMENT UNIT As per site

R0 FIRST ISSUE KOTA STONE BAND SIZE: 175(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: SHOT BLASTED

11.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

KOTA STONE SIZE: 550(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: HONED

06 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - TREE GRATE DETAIL SCALE: 1:25 @A1 SHEET TITLE :

02 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - EDGE DETAIL SCALE: 1:25 @A1

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME KOTA STONE SIZE: 550(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: HONED

550

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, KOTASTONE BAND SIZE: 175(L) X 550(W) x 30(D); COLOUR: NATURAL GREY; FINISH: SHOT BLASTED

KOTA STONE ADJUSTMENT UNIT As per site

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

KOTASTONE BAND SIZE: 550(L) X 175(W) x 30(D); COLOUR: NATURAL GREY; FINISH: HONED

MAXIMUM 550

SHEET TITLE PAVING DETAILS PLAZA PAVING PAVING TYPE P10

KOTA STONE BAND SIZE: 175(L) X 550(W) x 30(D); COLOUR: GREY; FINISH: SHOT BLASTED

KOTA STONE TILE COLOR: GREY SIZE: 550(L) X 550(W) X 30(D)MM FINISH: HONED

KOTA STONE TILE COLOR: GREY SIZE: 175(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

SCALE

DATE

VARIES DRWN. BY

CHKD. BY

BM RG

APPD. BY

03 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - PLAZA & PATHWAY JUNCTION DETAIL SCALE: 1:25 @A1

02 410-10

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 - BENCH EDGE DETAIL SCALE: 1:25 @A1

07 410-10

RELEASED FOR

11.09.2016 NORTH

INFORMATION REVIEW

SIZE

PAVING DETAIL P10 - PLAZA PAVING TYPE 1 -TYPICAL PAVING UNITS

STATUS

SCALE: 1:25 @A1

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-10

R 0

KEY PLAN

LEGEND 40 MM THK BEIGE COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS/ SPECIFICATIONS

GENERAL SITE BOUNDARY LINE BUND TOE

40 MM THK BEIGE COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS/ SPECIFICATIONS

60 MM THK BEIGE COLORED; EDGE FLAGSTONE; SIZE: 100 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS/ SPECIFICATIONS

2mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES 275 275

550

BENCH TYPES 6; Refer to DWG Series GRD-ACM-LS-CD-DWG-450 TREE GRATE; Refer to DWG Series GRD-ACM-LS-CD-DWG-450

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT LAYING DIRECTION

ADDITIONAL NOTES: 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

SEAT TYPE ST5 30MM THK, KOTA STONE ; SIZE: 550 x 550 MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

COPING TYPE C2 Refer to DWG Series GRD-ACM-LS-CD-DWG-420 STEP TYPE ST2 Refer to DWG Series GRD-ACM-LS-CD-DWG-420

01 410-11

PAVING DETAIL P11 - CONCRETE PAVERS - BOAT HIRE PLAN SCALE: 1:25 @A1

03 410-11

PAVING DETAIL P11 - CONCRETE PAVERS - TYPICAL PLAN SCALE: 1:25 @A1

TREE IN PLAZA Refer to DWG Series GRD-ACM-LS-CD-DWG-500

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

60 MM THK BEIGE COLORED; EDGE FLAGSTONE; SIZE: 100 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS/ SPECIFICATIONS

, SHEET TITLE :

5mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING SCREED TO SLOPE (MIN. 25MM)

SUBMITTED BY

RECOMMENDED BY

40 MM THK BEIGE COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS/ SPECIFICATIONS

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

R.C STRUCTURE REFER TO ENGINEER'S SPECIFICATION 200 MM THK WELL COMPACTED GSB

TREE GRATE; Refer to DWG Series GRD-ACM-LS-CD-DWG-450

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

FREE-DRAINING LANDSCAPE SUB-SOIL

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

PAVING TYPE P10 30MM THK, KOTA STONE ; SIZE: 550 x 550 MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

SHEET TITLE PAVING TYPE P11 PLAZA CONCRETE PAVERS

SCALE

DATE

VARIES DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 02 410-11

PAVING DETAIL P11 - CONCRETE PAVERS - TYPICAL SECTION SCALE: 1:10 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-11

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES

DUMA DECK WOOD COMPOSITE PLANK SIZE: 3000(L) X 145(W) X 25(D)MM FINISH: OAK FINISH WOOD COMPOSITE PLANKS TO BE FIXED USING CONCEALED SIDE FIXING CLIP SYSTEM NO NAILS APPEAR ON THE SURFACE

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

ADDITIONAL NOTES :

LAYING DIRECTION 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site ALUMINUM JOIST SIZE: 50(W) X 50(H) MM LENGTH AS PER DWG; FIXING IN GROUND

R0 FIRST ISSUE

1500

11.09.2016

DRWN CHKD

REV. DESCRIPTION 145

DATE

AMENDMENT / ISSUE REGISTER

1500

SHEET TITLE :

01 410-12

PAVING DETAIL P12 - DECK PAVING - TYPICAL LAYOUT PLAN SCALE: 1:25 @A1

DUMA DECK WOOD COMPOSITE PLANK SIZE: 3000(L) X 145(W) X 25(D)MM FINISH: OAK FINISH WOOD COMPOSITE PLANKS TO BE FIXED USING CONCEALED SIDE FIXING CLIP SYSTEM NO NAILS APPEAR ON THE SURFACE

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, ALUMINUM JOIST SIZE: 50(W) X 50(H) MM LENGTH AS PER DWG; FIXING IN GROUND

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

SCREED TO SLOPE Refer to Dwg Series GRD-ACM-LS-CD-DWG-491

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

RCC SLAB As per Engineer's detail

SHEET TITLE TYPICAL PAVING DETAILS PAVING TYPE P12 DECK PAVING SCALE

02 410-12

PAVING DETAIL P12 - DECK PAVING - TYPICAL SECTION SCALE: 1:25 @A1

DATE

DRWN. BY

CHKD. BY

BM RG

APPD. BY

RELEASED FOR

11.09.2016

1:25

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-12

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

PA TREE PIT Refer to DWG Series GRD-ACM-LS-CD-DWG-500

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES

5mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

PAVING TYPE P14 30MM THK, GRANITE STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: SHOTBLASTED; COLOR: NATURAL BLACK; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

01 410-13

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

ADDITIONAL NOTES: 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

2mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING 3850

EDGE TYPE Ref to Dwg Series No 400

LAYING DIRECTION

PAVING TYPE P10 Refer to DWG no. GRD-ACM-LS-CD-DWG-410-10

1100

PAVING DETAIL P14 - NIRMAL JYOTI PAVING - LAYOUT PLAN SCALE: 1:50 @A1

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

1100 5mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

PAVING TYPE P14 30MM THK, GRANITE STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: SHOTBLASTED; COLOR: NATURAL BLACK; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR 275

550

PAVING TYPE P14 30MM THK, GRANITE STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: SHOTBLASTED; COLOR: NATURAL BLACK; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

275

03 410-13 PAVING ADJUSTMENT UNIT SIZE: 275MM x 550MM

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

2mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

SCREED TO SLOPE MIN 25MM

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

PAVING TYPE P10 Refer to DWG no. GRD-ACM-LS-CD-DWG-410-10

SHEET TITLE PAVING DETAILS NIRMAL JYOTI PAVING PAVING TYPE P14 SCALE

DATE

VARIES DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-13

PAVING DETAIL P14 - NIRMAL JYOTI PAVING - TYPICAL DETAIL PLAN SCALE: 1:25 @A1

03 410-13

PAVING DETAIL P14 - NIRMAL JYOTI PAVING - TYPICAL DETAIL SECTION SCALE: 1:25 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-13

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE

VARIES

BUND TOE PATHWAY CENTRELINE

NATURAL STONE PAVING P14, SIZE: 250(L) X 500(W) X 80(D) mm COLOUR: LIGHT GREY FINISH : SAND BLASTED

SP A

SP F F

3mm MORTAR JOINT COLOR TO MATCH PAVING

500

SP F E

WALL COPING OR STONE EDGE Refer to DWG Series GRD-AC-LS-CD-DWG-400

PAVING TYPE P17 30MM THK, KOTA STONE ; SIZE: VARIES (W) x 550(L)X 30(D) MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

Butt joint SP D

SP A

ROW 1

ROW 2

SP F

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES E0

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT

CH= -XXXX

PLANTING AREA Refer to DWG Series GRD-ACM-LS-DWG-510

LAYING DIRECTION SP F E

ROW 3

SP D

ROW 4

SP A

01 410-14

PAVING DETAIL P16 - PEDESTRIAN RAMP - TYPICAL PLAN

SCALE: 1:25 @A1

410-14

SP F

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

ADDITIONAL NOTES:

PAVING TYPE P17 30MM THK, GRANITE STONE ; SIZE: VARIES(W) x 550(L) X 30(D) MM; FINISH: SHOTBLASTED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

PAVING DETAIL P17 - PEDESTRIAN RAMP - TYPICAL PLAN SCALE: 1:25 @A1

R0 FIRST ISSUE NATURAL STONE PAVING P14, SIZE: 250(L) X 500(W) X 80(D) mm COLOUR: LIGHT GREY FINISH : SAND BLASTED

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

KOTASTONE PAVING SIZE: VARIES(L) X 550(W) X 30(D) MM; COLOUR: NATURAL GREY FINISH: HONED OR SHOTBLASTED;

BUTT JOINT 20 MM THK CEMENT MORTAR WITH WATER PROOFING TO ENGINEERS'S SPECIFICATION

WALL COPING OR STONE EDGE Refer to DWG Series GRD-AC-LS-CD-DWG-400

SHEET TITLE :

FALL PCC GRADE SLAB TO ENGINEER'S SPECIFICATION SOIL FILL TO ENGINEER'S SPECIFICATION WATERPROOFING TO ENGINEER'S DETAIL

R.C.C. STRUCTURE TO ENGINEER'S DETAIL

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PIPE CONNECTION BY OTHERS

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

03 410-14

PAVING DETAIL P16 - PEDESTRIAN RAMP - TYPICAL SECTION

SCALE: 1:25 @A1

410-14

PAVING DETAIL P16 - PEDESTRIAN PAVING - TYPICAL SECTION

SCALE: 1:25 @A1

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE

B E

PAVING TYPE P16 PEDESTRIAN RAMP & P17 PEDESTRIAN PAVING SCALE

DATE

VARIES UNIT A = GRANITE TILE COLOR: BLACK SIZE: 550(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT D = KOTASTONE TILE COLOR: NATURAL GREY SIZE: 400(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT B= GRANITE TILE COLOR: BLACK SIZE: 400(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

UNIT E = KOTASTONE TILE COLOR: NATURAL GREY SIZE: 275(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT F = KOTASTONE TILE COLOR: NATURAL GREY SIZE: 150(L) X 550(W) X 30(D)MM FINISH: HONED

UNIT C = GRANITE TILE COLOR: BLACK SIZE: 150(L) X 550(W) X 30(D)MM FINISH: SHOT BLASTED

DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING 05 410-14

PAVING DETAIL P16 - PEDESTRIAN PAVING - PAVING UNIT SIZES SCALE: 1:25 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-14

R 0

KEY PLAN

EDGE TYPE E6 Refer to DWG Series GRD-ACM-LS-CD-DWG-400 PAVING TYPE P18 KOTA STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

01 314-03 03 410-15

PLANTING AREA

GENERAL NOTE:

COPING TYPE C2 Refer to DWG Series GRD-ACM-LS-CD-DWG-420 1200

1200

275

550

275

1200

PAVING TYPE P18 KOTA STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR JOINT TO MATCH STONE COLOR GROOVE IN THE CONCRETE RAMP SIZE: 20MM(W) x 5MM (D); POINTED EDGE AS PER SPECIFICATIONS 1200

1200

PAVING TYPE P18 30MM THK, KOTA STONE ; SIZE: 550 x 550 MM; FINISH: HONED; COLOR: NATURAL COLOR;

1200

P7 PAVING TYPE P7 Refer to DWG Series GRD-ACM-LS-CD-DWG-410

PAVING TYPE P19 VEHICULAR RAMP PAVING 100MM THK POURED IN SITU CONCRETE AS PER SPECIFICATIONS

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

ADDITIONAL NOTES: 1.

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

COPING TYPE C2 Refer to DWG Series GRD-ACM-LS-CD-DWG-420

01 410-15

PAVING DETAIL P18 & P19 - TYPICAL PARKING LAYOUT PLAN

SCALE: 1:50 @A1

410-15

PAVING DETAIL P18 - PAVED AREA - TYPICAL PLAN SCALE: 1:10 @A1

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, RANDOM RUBBLE WALL Refer to DWG Series GRD-ACM-LS-CD-DWG-420

SHEET TITLE :

PAVING TYPE P7 Refer to DWG Series GRD-ACM-LS-CD-DWG-410

RANDOM RUBBLE WALL Refer to DWG Series GRD-ACM-LS-CD-DWG-420

EDGE TYPE E6 Refer to DWG Series GRD-ACM-LS-CD-DWG-400

GROOVE IN THE CONCRETE RAMP SIZE: 20MM(W) x 5MM (D); POINTED EDGE AS PER SPECIFICATIONS

PAVING TYPE P18 KOTA STONE ; SIZE: 550(W) x 550(L) X 30(D) MM; FINISH: HONED; COLOR: NATURAL COLOR; JOINTS: TOOLED MAX 2MM RECESSED; 2MM THK MORTAR TO MATCH STONE COLOR

PAVING TYPE P19 VEHICULAR RAMP PAVING 100MM THK POURED IN SITU CONCRETE AS PER SPECIFICATIONS

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, RCC SLAB Refer to Structural Engineer's Details

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

RCC SLAB Refer to Structural Engineer's Details PCC BASE Refer to Structural Engineer's Details

PCC BASE Refer to Structural Engineer's Details GRANULAR SUB BASE Refer to Structural Engineer's Details

GRANULAR SUB BASE Refer to Structural Engineer's Details COMPACTED EARTH Refer to Structural Engineer's Details

COMPACTED EARTH Refer to Structural Engineer's Details

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PAVING DETAILS PAVED AREA - P18 & VEHICULAR RAMP - P19 SCALE

DATE

VARIES DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

03 410-15

PAVING DETAIL P18 - PAVED AREA - TYPICAL SECTION SCALE: 1:10 @A1

04 410-15

PAVING DETAIL P19 - VEHICULAR RAMP - TYPICAL SECTION SCALE: 1:10 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-15

R 0

KEY PLAN

LEGEND GENERAL SITE BOUNDARY LINE BUND TOE PATHWAY CENTRELINE CH= -XXXX

CHAINAGE TEXT CHAINAGE LINE DIAPHRAGM WALL

150 MM HIGH CONCRETE PIN KERB; AS PER SPECIFICATIONS

RAMP UP

GENERAL NOTE:

PLANTING AREA

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

RIVER WATER

FINISHES SHRUB BED Refer to DWG Series GRD-ACM-LS-CD-DWG-510

1300 1200

1200

1200MM WIDE MAZE PATHWAYS Refer to DWG Series GRD-ACM-LS-CD-DWG-320

EDGE TYPE Ref to Dwg Series No 400

PAVING TYPE Ref to Dwg Series No 410

COPING TYPE Ref to Dwg Series No 420

ST0

STEP TYPE Ref to Dwg Series No 430

START POINT LAYING DIRECTION

2mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

ADJUSTMENT UNIT As per site

40 MM THK GREY COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS PER SPECIFICATIONS

410-16

ADDITIONAL NOTES:

PAVING DETAIL P20 - TYPICAL MAZE LAYOUT PLAN SCALE: 1:50 @A1

R0 FIRST ISSUE

13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, 150 MM HIGH CONCRETE PIN KERB; AS PER SPECIFICATIONS

SHEET TITLE :

SP SHRUB BED Refer to DWG Series GRD-ACM-LS-CD-DWG-510

SHRUB BED Refer to DWG Series GRD-ACM-LS-CD-DWG-510

40 MM THK GREY COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS PER SPECIFICATIONS SP

2mm TOOLED MORTAR JOINT. MORTAR COLOR TO MATCH ADJACENT PAVING

SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

40 MM THK GREY COLORED; FLAGSTONE; SIZE: 600 X 600 MM; FINISH: SANDBLASTED; CONCRETE PAVERS AS PER SPECIFICATIONS

PROJECT NAME

150 MM HIGH CONCRETE PIN KERB; AS PER SPECIFICATIONS

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

03 410-16

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SWEET EARTH AS PER SPECIFICATIONS

SHEET TITLE SP SCREED TO SLOPE

PAVING DETAILS MAZE AREA - P20

RCC SLAB AS PER ENGINEER'S DETAIL SCALE GRANULAR SUBBASE AS PER ENGINEER'S DETAIL COMPACTED EARTH AS PER ENGINEER'S DETAIL

DATE

VARIES DRWN. BY

CHKD. BY

BM BM

APPD. BY

NORTH

INFORMATION REVIEW

SIZE

STATUS

02 410-16

PAVING DETAIL P20 - MAZE AREA - TYPICAL DETAIL PLAN SCALE: 1:25 @A1

03 410-16

PAVING DETAIL P20 - MAZE AREA - TYPICAL DETAIL SECTION SCALE: 1:25 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-16

R 0

PLANTING

9000 3000

3000

3000 175 MM THICK CONCRETE WALL AS PER STRUCTURAL CONSULTANT

01 410-08

02 410-08

CONTRACTION JOINT @ 3M C/C REFER SECTION-1 FOR FINISHES REFER TO DWG NO. GRD-ACM-LS-DD-DWG-410-04

CONTRACTION JOINT FILLER AS PER CONTRACTOR FOR FINISHES REFER DWG NO. GRD-ACM-LS-CD-DWG-410-01 GRD-ACM-LS-CD-DWG-410-04 GRD-ACM-LS-CD-DWG-410-06

175 MM THICK CONCRETE WALL AS PER STRUCTURAL CONSULTANT

RCC SLAB 125 mm THK. WITH M25 GRADE PCC BASE 50 mm THK. (1:3:3)

PLANTING

GRANULAR SUBBASE 200 mm THK. OF GRADE SECOND

01 410-08

TYPICAL PAVING P4 - JOGGING TRACK PLAN SCALE: 1:50 @A1

COMPACTED EARTH

GENERAL NOTES :1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO. 3. ALL DIMENSIONS IN MM. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

9000 3000

3000

PLANTING

3000

01 175 MM THICK CONCRETE WALL AS PER STRUCTURAL CONSULTANT

410-08

SECTION -1 CONTRACTION JOINT DETAIL SCALE: 1:10 @A1

6 MM GROOVE 02 410-08

01 410-08

FOR FINISHES REFER TO DWG NO. GRD-ACM-LS-DD-DWG-410-06

EXPANSION JOINT @ 9M C/C REFER SECTION-2 CONTRACTION JOINT @ 3M C/C REFER SECTION-1 175 MM THICK CONCRETE WALL AS PER STRUCTURAL CONSULTANT PLANTING EXPANSION JOINT 25mm THK.

02 410-08

TYPICAL PAVING P6 - CYCLE TRACK PLAN FOR FINISHES REFER DWG NO. GRD-ACM-LS-CD-DWG-410-01 GRD-ACM-LS-CD-DWG-410-04 GRD-ACM-LS-CD-DWG-410-06

SCALE: 1:50 @A1

FILLER AND SEALER AS PER CONTRACTOR. 40

Filename: \\INGGN1FP003\DATA\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.3DETAILS\PAVING\GRD-ACM-LS-CD-DWG-410-01-07_PAVING DETAILS.DWG

Last saved by: KUMARR6

Last Plotted: 2016-02-26

EXPANSION JOINT @ 9M C/C REFER SECTION-2

RCC SLAB 125 mm THK. WITH M25 GRADE 10

300

DOWEL BAR T16 & 450 C/C.

PCC BASE 50 mm THK. (1:3:3)

R0 FIRST ISSUE

DRWN CHKD

REV. DESCRIPTION

GRANULAR SUBBASE 200 mm THK. OF GRADE SECOND

3000

DATE

AMENDMENT / ISSUE REGISTER

CLIENT

9000 3000

VP 26.02.2016

3000

PLANTING COMPACTED EARTH 175 MM THICK CONCRETE WALL BELOW AS PER STRUCTURAL CONSULTANT

PROJECT NAME 02 410-08

FOR FINISHES REFER TO DWG NO. GRD-ACM-LS-DD-DWG-410-01 EXPANSION JOINT @ 9M C/C REFER SECTION-2

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

02 410-08

SECTION -2 EXPANSION JOINT DETAIL SCALE: 1:10 @A1

9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India

CONTRACTION JOINT @ 3M C/C REFER SECTION-1 01 410-08

T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

175 MM THICK CONCRETE WALL BELOW AS PER STRUCTURAL CONSULTANT

SHEET TITLE PATHWAY JOINT DETAIL (SHEET 1 OF 2)

PLANTING

SCALE

03 410-08

TYPICAL PAVING P1 - 4.8 M WIDE WALKWAY PLAN SCALE: 1:50 @A1

DATE

DRWN. BY

CHKD. BY

VP BM

APPD. BY

RELEASED FOR

26.02.2016

1:50

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-410-21

R 0

SECONDARY PATHWAY ISOLATION JOINT FILLER AS PER CONTRACTOR PRIMARY PATHWAY

JOGGING TRACK/ CYCLE TRACK/ WALKWAY (RAMP)

3000

500

2500

3000

2500

500

3000

CONTRACTION JOINT

EXPANSION JOINT

CONTRACTION JOINT

EXPANSION JOINT

CONTRACTION JOINT

START OF THE RAMP

GENERAL NOTES :1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATION WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION IT IS TO BE USED FOR INFORMATION REVIEW OR CONSTRUCTION AS DEFINE IN THE ISSUE INFO. 3. ALL DIMENSIONS IN MM. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS TO BE TAKEN ONLY. 4. ALL BASE PLANS USED ARE PROVIDED BY CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

END OF THE RAMP

FOUNDATION OF SECONDARY PATHWAY FOR FINISHES REFER DWG NO. GRD-ACM-LS-CD-DWG-410-01 GRD-ACM-LS-CD-DWG-410-04 GRD-ACM-LS-CD-DWG-410-06

TYPICAL RAMP DETAIL

FOUNDATION OF PRIMARY PATHWAY

SCALE: 1:50 @A1

02 410-21

TYPICAL PLAN - ISOLATION JOINT DETAIL SCALE: 1:50 @A1

CONTRACTION JOINT

EXPANSION JOINT

CONTRACTION JOINT

410-22

CONTRACTION JOINT

410-22

CONTRACTION JOINT

Filename: \\INGGN1FP003\DATA\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.3DETAILS\PAVING\GRD-ACM-LS-CD-DWG-410-01-07_PAVING DETAILS.DWG

Last saved by: KUMARR6

Last Plotted: 2016-02-26

01 9 0-0 41

01 410-09

PRIMARY PATHWAY

ISOLATION JOINT FILLER AS PER CONTRACTOR SECONDARY PATHWAY

01 410-21

02 410-21

STRUCTURAL WALL IN ELEVATION

STRUCTURAL FOOTING IN ELEVATION JOGGING TRACK/ CYCLE TRACK/ WALKWAY (RAMP) ISOLATION JOINT IN ELEVATION

R0 FIRST ISSUE

VP 26.02.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

01 410-22

SECTION -01 SCALE: 1:50 @A1

03 410-22

SECTION -02 ISOLATION JOINT DETAIL

CLIENT

SCALE: 1:10 @A1

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PATHWAY JOINT DETAIL (SHEET 2 OF 2)

SCALE

DATE

NOTE: PRIMARY PATHWAY SHELL FOLLOW THE HIERARCHY BELOW: 1. 2. 3. 4.

P2, P3- MAIN ACCENT PATHWAY P1 PEDESTRIAN WALKWAY P4 JOGGING TRACK P6 CYCLE TRACK

DRWN. BY

CHKD. BY

VP BM

APPD. BY

RELEASED FOR

26.02.2016

1:50

NORTH

INFORMATION REVIEW

SIZE

STATUS

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-DD-DWG-410-22

R 0

GENERAL NOTE:

Filename: Q:\PDD\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\410 PAVING DETAILS\GRD-ACM-LS-DD-DWG-410-31_PAVING INTERFACE DETAIL.DWG

Last saved by: KUMARN5

Last Plotted: 2016-09-14

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS DEFINED IN THE ISSUE INFORMATION. 3. ALL DIMENSIONS IN mts. DO NOT SCALE OFF THIS DRAWINGS-WRITTEN DIMENSIONS ARE TO BE TAKE PREFERENCE. 4. ALL BASE PLANS USED ARE PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS DIRECT, CONSEQUENTIAL . 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

ADDITIONAL NOTES:

01 451-31

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

TYPICAL PAVING LAYOUT AROUND BENCH TYPE 2 SCALE: 1:10 @A1

R0 FIRST ISSUE

BM 13.09.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

PAVING INTERFACE DETAIL BENCH TYPE 2 & 4 IN PLANTING SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PAVING INTERFACE DETAIL BENCH TYPE 2 & 4 IN PLANTING

SCALE

DATE

AS SHOWN DRWN. BY

INFORMATION

CHKD. BY

BM RG

REVIEW

APPD. BY

SIZE

STATUS

01 451-31

TYPICAL PAVING LAYOUT AROUND BENCH TYPE 4 SCALE: 1:10 @A1

RELEASED FOR

13.09.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

REV

GRD-ACM-LS-CD-DWG-410-31

R 0

GENERAL NOTE:

Filename: Q:\PROJECTS\2015\DELD15027_GOMTI RIVERFRONT DEVELOPMENT\04CAD\STAGE 3.1- CONSTRUCTION DESIGN\4.1SHEETS\LHS\410 PAVING DETAILS\GRD-ACM-LS-DD-DWG-410-31_PAVING INTERFACE DETAIL.DWG

Last saved by: GUPTARK

Last Plotted: 2016-12-10

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS WITHIN THE PACKAGE. 2. THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION; IT IS TO BE USED FOR INFORMATION, REVIEW OR CONSTRUCTION AS ISSUED. 3. ALL DIMENSIONS ARE IN mm. DO NOT SCALE OFF THIS DRAWING-WRITTEN DIMENSIONS ARE TO BE TAKEN ONLY. 4. ALL BASE PLANS USED HAVE BEEN PROVIDED BY THE CLIENT. 5. EXCEPT WHERE OTHERWISE EXPRESSLY AGREED IN WRITING, AECOM SHALL HAVE NO RESPONSIBILITY OR LIABILITY FOR ANY LOSS, DIRECT OR INCONSEQUENTIAL ATTRIBUTED TO THESE DRAWINGS. 6. THIS DRAWING MUST NOT BE COPIED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT FROM AECOM.

ADDITIONAL NOTES:

01 410-32

ALL MORTAR JOINTS TO MATCH THE COLOUR OF ADJACENT PAVING, UNLESS OTHERWISE SPECIFIED.

ALL JOINTS TO BE TOOLED. JOINT SIZE AS INDICATED ON THE DRAWINGS.

MINIMUM WIDTH OF ANY ADJUSTMENT UNIT TO BE 100MM. OTHERWISE THE ADJACENT UNIT IS TO BE EXTENDED.

IF EXTENSION IS NOT POSSIBLE, THEN ADJUST IN ULTIMATE AND PENULTIMATE UNITS.

BEDDING, SUB-BASE, CAPPING, COMPACT SUB-GRADE LAYER, INCLUDING DRAINAGE LAYER, GROUND WATER & MOISTURE RETARDANT LAYER, IF ANY, TO BE AS PER ENGINEER'S DETAILS & SPECIFICATION.

EXPANSION JOINTS TO BE ALIGNED WITH THE PAVING. SEALANT COLOUR TO MATCH ADJACENT PAVING.

BICYCLE STAND SPACING UPDATED

TYPICAL PAVING LAYOUT AROUND BICYCLE STANDS SCALE: 1:15 @A1

R0 FIRST ISSUE

RKG

BM 09.12.2016

BM 21.10.2016

DRWN CHKD

REV. DESCRIPTION

DATE

AMENDMENT / ISSUE REGISTER

, SHEET TITLE :

PAVING INTERFACE DETAIL BICYCLE STANDS SUBMITTED BY

RECOMMENDED BY

J.E.

E.E.

CHECKED BY

APPROVED BY

A.E.

C.E.

DRG. NO.

DATE

S.E.

PROJECT NAME

( FROM HARDING BRIDGE TO PROPOSED PONDING REGULATOR

, 9th Floor, Infinity Tower C DLF Cyber City, DLF Phase II Gurgaon 122002 Haryana, India T: +91 124 2816000 F: +91 124 2816008 www.aecom.com

SHEET TITLE PAVING INTERFACE DETAIL (SHEET 2 OF2) BICYCLE STANDS SCALE

DATE

AS SHOWN DRWN. BY

INFORMATION

CHKD. BY

BM RG

REVIEW

APPD. BY

SIZE

STATUS

02 410-32

TYPICAL SECTION BICYCLE STANDS SCALE: 1:15 @A1

RELEASED FOR

21.10.2016

CONSTRUCTION DRAWING

CONSTRUCTION AS BUILT

DRAWING NUMBER

GRD-ACM-LS-CD-DWG-410-32

REV

R 1