PLANT NORTH

GEOGRAPHIC
N FOUNDATION CONCRETE QUANTITY
NORTH 0°
22.377°

PREVALING MATERIAL TOTAL QUANTITY [Cu. M]

SUMMER WIND
S/W FOUNDATION CONCRETE 1.25
270° 90°
FOUNDATION LAYOUT F/W DETAIL OF PFJ001 R/F DETAILS OF RFJ001
(SCALE: 1 : 25) (SCALE: 1 : 25) (SCALE: 1 : 25) PAVING CONCRETE QUANTITY
PREVALING
WINTER WIND MATERIAL TOTAL QUANTITY [Cu. M]
S/E
180°
PAVING CONCRETE 1.91

check the TAG 1500 GROUTING QUANTITY

==
LP-21180-001 150 1200 150 MATERIAL TOTAL QUANTITY [Cu. M]
GROUT 0.14
E=363.325 MK3-1Ø16(B)

150
200 deep pocket PAVING CONCRETE QUANTITY NOTES
50
MATERIAL TOTAL QUANTITY [Cu. M] 1) ALL DIMENSIONS ARE IN MILLIMETERS, ELEVATIONS & CO-ORDINATES ARE IN METERS.
PAVING CONCRETE 1.91 2) EL.100.000 = +23.00m ABOVE AVERAGE BALTIC SEA LEVEL IS REFERRED TO THE H.P.P (High Point Paving)
E=361.825
3) FOR GENERAL NOTES FOR CONCRETE WORKS REFER DWG. NO. 4124-AA-DX-200000001

MK4-1Ø16(B) MK4-1Ø16(B) FOUNDATIONS F/W-R/F TYPES 4) BAR BENDING SCHEDULE IS INDICATIVE CIVIL SUB-CONTRACTOR IS RESPONSIBLE FOR CHECKING
REBAR QUANTITIES & DIMENSION ACCORDING TO DRAWINGS.
F/W TYPE R/F TYPE QUANTITY
PFJ001 RFJ001 1
2730
MK6-7Ø16@200(T) SQUAD CHECK
FOUNDATIONS TYPE SCHEDULE Project # 4124 Kingisepp 2 Ammonia Plant & Urea Plant
MK5-31Ø16@200(T)
ITEM TAG F/W TYPE R/F TYPE
Origination Dept. : Civil PRASEETHA NAIR
1711-EQ001LP-PF001A PFJ001 RFJ001
Issue Date : 14/12/2021 Act Comp. Dt :
Dept. Name Sch Act Sign

OF FDN. & PED.

LP-21180-001

MK2-7Ø16@200(B)
PEDESTAL TYPE SCHEDULE Pip Sreekath Peringadoor 16-12-2021
MK1-31Ø16@200(B)
ITEM TAG F/W TYPE R/F TYPE HSE Manish Ruparel -

6300

6000
1711-EQ001LP-FP001A FPJ001 RFJ001 Elec

==

==
Milind Dalvi 16-12-2021
Inst Siddhamally Sridhar -
FP-001A
FPJ001
RFJ001
PEDESTAL F/W-R/F TYPES Build. Amod Karnik -

Preng Hemant Thorat -

F/W TYPE R/F TYPE QUANTITY
PF-001A FPJ001 RFJ001 1 Steq Alpesh Mistry -
PFJ001
RFJ001 Mach Avdhoot Khare -

Process Ganesh Rao

2723 PRICE CODE
Util. Sunita Das
LIMITED SECTION EXCAVATION ABA02AC01/02/03
BACKFILLING FROM EXCAVATED MATERIAL ACA05AM01 Syspa Ganesh Mohite -

VAPOUR BARRIER HEAVY DUTY POLYETHYLENE SHEET ADA16AB01 UG Amit Maheshwari

LEAN CONCRETE ADA08AA01
1 1 2 2
- - - - WATER PROOFING BY BITUMEN PAINT ADA16AA01
FORMWORK FOR FOUNDATION ADA09AA01
E = 363.075

FOUNDATION CONCRETE ADA08AB03

SUPPLY AND INSTALLATION OF STEEL REBARS ADA10AA03
N = 392.400 NON-SHRINK GROUT ADA12AB01

750 750 SUPPLY AND INSTALLATION OF ANCHOR BOLTS ADA11AA01/ADA11EA01

CUTTING-OFF TOP OF CONCRETE PILES AAA03AA01
150

SUPPLY AND INSTALLATION OF EMBEDDED PLATES ADA11AD01

MK3-1Ø16(B)

OF FDN. & PED.

E=362.575

REFERENCE DRAWINGS
EQUIPMENT LAYOUT AMMONIA PROCESS AND UTILITIES PLANT
4124-XX-DE-21180001 FLARE AREA,PLAN AT EL. 98.800 AND ABOVE AND SECTION
SECTION 2 4124-AA-DX-200000001 CONCRETE WORKS GENERAL NOTES FOR CONCRETE WORKS

SECTION 1
(SCALE: 1 : 25) -
4124-AA-DX-200000002 CONCRETE WORKS STANDARD DETAIL OF ANCHOR BOLTS
(SCALE: 1 : 25) - 4124-FB-VD-EG0040000000005 CHT / AWL PANEL GENERAL ARRAGEMENT - SKID
LP-21180-001 FLARE IGNITION PANEL
BAR BENDING SCHEDULE - REINFORCEMENT TYPE RFJ001 REV 03
BOLT BAR MARK QUANTITY BAR DIAMETER [mm] BAR LENGTH [mm] TOTAL BAR LENGTH [mm] a b c d e g SHAPE TOTAL WEIGHT [Kg]
POCKETS
TO BE
INDICATED MK1 31 16 2250 69750 0 300 265 1150 265 0 110.21
20 THK. CEMENT BASED
NON-SHRINK GROUT

MK2 7 16 7050 49350 0 300 245 5990 245 0 77.97

MK6
25MM MK3 2 16 1300 2600 0 1300 0 0 0 0 4.11
FOR PAVING R/F DETAIL
100.275 MK5 REF. RELEVANT PAVING DWG. (TYP.)
100.280 TOC MK4 2 16 6100 12200 0 6100 0 0 0 0 19.28

100.000 HPP MK5 31 16 2455 76105 300 445 1100 445 300 0 120.25
150 150
300

MK4 MK4 MK6 7 16 7195 50365 300 415 5900 415 300 0 79.58
1 (TYP.)
MK1
1 MK2 KEYPLAN
PROVIDE BASE SIMILAR TO BASE OF PAVING
REFER DRG. NO. 4124-AP-DC-200000000S01 (TYP.)

REINFORCEMENT QUANTITY
BAR DIAMETER [mm] UNIT WEIGHT [Kg/m] TOTAL BAR LENGTH [mm] TOTAL WEIGHT [Kg]
16 1.58 260370 411.38
260370 411.38
EQPT. 1180-EQ001LP
(LP-1180-001)
UP

UP
19350
UP

5500
UP

2723 2730 UP

24 Ø1 24 N
50

9
Ø1 9
UP

UP

9
Ø1

CABLETRAY

L
UP

DS DS DS
DS DS
DN

LUBEOI L
L

DS DS DS DS DS

UP

UP

AI R P R EH E A T E R

UPDATE
1500
1400

11-10
8-J

Ø1 9 Ø1
9 Ø1 9
50

ISOMETRIC VIEW
P.Nair/
01 ISSUED FOR CONSTRUCTION 14-Dec-2021 P. Redekar D.Pushkar
G.Girardi
ANCHOR BOLT for SKID / PIPING SUPPORTING STRUCTURE REV DATA PREPARED CHECKED APPROVED
DESCRIPTION -ОПИСАНИЕ
РЕД. ДАТА ПОДГОТОВИЛ ПРОВЕРИЛ УТВЕРДИЛ

M16

Tecnimont
200

160

This copy of this document is LLC Eurochem Northwest-2's property and its copyright is vested in Tecnimont Spa. This document contains confidential information and cannot be copied to or used
by any party for any purpose without Tecnimont’s Spa and LLC Eurochem Northwest-2’s prior written consent. Additional restrictions are as stated in the above confidentiality and export label, if any.

Настоящая копия документа является собственностью OOО "ЕвроХим-Северо-Запад-2”, и авторские права на него закреплены за АО «Текнимонт». Данный документ содержит
конфиденциальную информацию и не может копироваться или использоваться никакой другой стороной ни для каких целей без предварительного письменного согласия АО
min. thk.250

Ø18 «Текнимонт» и OOО "ЕвроХим-Северо-Запад-2”. Возможные дополнительные ограничения указаны выше в метке конфиденциальности.

TCM DOCUMENT No.: DOCUMENT No:

Текнимонт номер документа 4124-AA-DC-21180L001S01 ДОКУМЕНТ №:

- - - - - - OWNER:

MODEL NAME: 4124-AA3D-1180-EQ001LP

- - - - - -
ВЛАДЕЛЕЦ: LLC EUROCHEM NORTHWEST - 2
- - - - - - PROJECT:
ПРОЕКТ:
- - - - - - Ammonia and Urea Production, Kingisepp.
Изм.N Кол.уч. N Докум Лист Подпись Дата
REV. Num. count Doc. No Sheet Sign Date
Разработал ORIG. - - - - PLANT: Стадия Phase Лист Sheet Листов of
УСТАНОВКА: 3000 MTPD Ammonia
Проверил CHKD. - - - - LOCATION:
РАСПОЛОЖЕНИЕ:
Kingisepp - Russian Federation P 01 01
Утвердил APPR. - - - -
TITLE: SCALE:
НАИМЕНОВАНИЕ:
CONCRETE DRAWING МАСШТАБ:

A0 SHEET
F/W & R/F DETAILS OF FOUNDATION
FOR EQPT. 1180-EQ001LP (LP-1180-001) 1:100