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RAMP LENGHT 224.00m
NEHRU PLACE
INTERSECTION
S T O P
S T
O
P
S T O P
EXISTING FLYOVER
EXISTING FLYOVEREXISTING FLYOVER
EXISTING FLYOVER
T
O
G
.K
.- II è
R10.5
4
5
.
5
0
EXISTING FLYOVER
SLOPE 1 IN 30
7.50
PROPOSED FLYOVER
S T O P
S T
O
P
R
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.
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m
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0
Service Road
Service Road
9.00
7
.
5
0
FOOTPATH
9.00
R
-4
0
.0
0
9.00
9.00
R
-3
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.0
0
Service Road
FOOTPATH
Service Road
Service Road
FOOTPATH
FOOTPATH
FOOTPATH
FOOTPATH
Service Road
Service Road
FOOTPATH
Service Road
Service Road
FOOTPATH
FOOTPATH
FOOTPATH
FOOTPATH
Service Road
Ped
estrian
su
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Ped
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FOOTPATH
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oad
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14.50
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FOOTPATH
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13.77
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B
'
B
PROPOSED FLYOVER
GREATER KAILASH METRO STATION
EXISTING FLYOVER
ROW 45.00M
(AS PER ZONAL
DEVELOPMENT PLAN ZONE-F)
FLAT PORTION 40.00m
R
-1
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LA
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ET
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TABLE TOP PEDESTRIAN CROSSING (150 MM ABOVE ROAD LEVEL
CONNECTED TO ROAD WITH RAMP OF SLOPE 1:50)
CH
-3000 m
CH
-2000 m
<<UP
DN >>
<<DN
UP>>
NEHRU PLACE
INTERSECTION
S T O P
S T
O
P
S T O P
EXISTING FLYOVER
EXISTING FLYOVEREXISTING FLYOVER
EXISTING FLYOVER
SA
VIT
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INE
MA
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ION ( T
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AL
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T
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OUTER RING ROAD
R10.5
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9.00
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.W - 45.00
7.50
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0
Service Road
Service Road
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7
.
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0
9.00
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-4
0
.0
0
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9.00
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-3
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.0
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Service Road
FOOTPATH
Service Road
Service Road
FOOTPATH
FOOTPATH
FOOTPATH
FOOTPATH
Service Road
Service Road
FOOTPATH
Service Road
Service Road
FOOTPATH
FOOTPATH
FOOTPATH
FOOTPATH
Service Road
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oad
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0
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0
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FOOTPATH
13.77
EXISTING FLYOVER
EXISTING FLYOVER
GREATER KAILASH STATION
PROPOSED FLYOVER
SLOPE 1 IN 30
PROPOSED FLYOVER
10.50
RAMP LENGHT 224.00m
RAMP LENGHT 171.00m
FLAT PORTION 41.00m
ROW 45.00M (AS PER ZONAL
DEVELOPMENT PLAN ZONE-F)
CH
-3000 m
CH
-2000 m
ROW 45.00M
(AS PER ZONAL
DEVELOPMENT PLAN ZONE-F)
FOOTPATH
<<DN
DN>>
<<UP
CHIRAG DELHI
INTERSECTION
GR
AM
IN/IP
T
AU
TO
TABLE TOP TABLE TOP
3.3 M WIDE FOOTPATH3.3 M WIDE FOOTPATH
FOOTPATH
FIREMEN ACCESSSTAIRCASE - 4
04 05 06 07 08 09 10
U48
U43
U18.1
U40
ROOF OVER ENTRYSTRUCTURE
ENTRYSTRUCTURE
PLINTH
RAMPSLOPE - 1:12
FOOTPATH
U51
S1 S4d
2.60
15.30
6.00
22.14
17.98
22.55
8.00
9.78
5.60
5.60
2.50 0.751.20
2.50
1.90
7.20
5.55
24.44
18.38
7.400 9.450 9.450 12.500 12.000 10.500
F.F.L.
L.P.0.50 m
H.P.0.65 m
X1201
X1201
Y1201 Y1201
31201
41201 21201
11201
UP FROM CONC
UP
LIFT 413 PASSENGERS
D3
GR2
D2a
F.F.L. (+222.75 M)
L4
5.00 BOUNDARY WALLAS PER DMRCSTANDARDS
LVL.+0.15M
5.6X5.6 MCUTOUT INFLOOR
R-01
SLOPE1:100
(+222.75 M)
(+222.15 M)
LIFTCANOPY
OPEN TO SKY
RS1
NOMINAL GRADINGTOWARDS DRAIN
NOMINAL GRADINGTOWARDS DRAIN
PLUMBING CUTOUT ATCEILING 1.0X0.7 M
ELECTRICAL
SHAFT FROMUNDERCROFT
LEVEL TO COVERLEVEL
ES10
CABLE GALLERY 1.5 M(HEIGHT)X4.0 M (WIDTH)
R3
WALL TO BE SHIFTED
Z1201
Z1201
C2
C1
5.950
1.00
2.00
4.00
7.00
6.00
0.45
2.50
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F.F.L. (+222.75 M)
F.F.L. (+223.05 M)
F.F.L. (+222.75 M)
1.80
4.0
00
22.681
1.247
UP
DN
3.32
7.07
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ES9
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0.60
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NOMINAL GRADINGTOWARDS DRAIN
UP
D2a D2a
S4a
R3
R3
R3
R3
R3
MANHOLE
PL03
S4e
SERVICESGALLERY
CUTOUT ATCOVER LEVEL INTECHNICAL GALLERY
S6a
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5.90
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R6
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1.50
1.20
0.75
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1.00
ES11
600MM HIGH WALL PLINTH F.F.L. (+222.75 M)
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1.20 CUTOUT FOR AIR COOLEDCHILLER AND COOLING TOWERCABLES 0.5 X 1.2M
R7
C12150Ø RWP TOGROUND LEVEL
CENTER OFINTERMEDIATESUPPORT FOR ESC-1
E
2.80
SLOPE 1:8 SLOPE 1:84.80
1.20
6.20 6.22
GR2
FIRE BRIGADESUCTIONYARD HYDRANTVALVE4 WAY FIRE BRIGADEINLET FOR HYDRANTSYSTEM
RS1
RS1 LVL.+0..15M (+222.15 M) LVL. ± 0.0 M (+222.00 M)
F.F.L. (+222.75 M)
SUNSHADE
2.40
5.86
6.15 5.55
UP FROM CONC
DNST 01
ESC 01
20.25
12.82
YARD HYDRANTVALVE
C4
C5 3.653.95
3.00
3.003.30 6.00
2.50
1.50 2.50 2.00
DG
5.779
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UPPER LEVEL PLAN
LOWER LEVEL PLAN
Craphts Consultant
(I) Pvt. Ltd.1. ALL DIMENSIONS ARE IN METERS UNLESS MENTIONED OTHERWISE.
A P P R O V A L O F U T T I P E C
The 64th meeting of the UTTIPEC working group ll-B was held under the chairmanship of pr.Secretary, PDW on20.06.2017
OBSERVATIONS :
The above objection / suggestion were presented by PWD, GNCTD, in the Working Group-II-B meeting and theobservations are as follows:
i). The flyover at Malviya Nagar intersection has been proposed to provide signal free movement for the traffic movingstraight on Outer Ring Road.Once the proposed flyover is in place the intersection will be signalized to allow the rightturns for the traffic coming from Malviya Nagar side and moving towards Chirag Delhi as well as the traffic turning rightfrom IIT side to Malvya Nagar side alongwith signalized pedestrian crossing. It is also understood that there will besignificant increase in traffic volume (especially the local traffic comprising of feeder services) around this intersectiononc Panchsheel Park Metro station becomes operational. The provision of flyover at this intersection will significantlyreduce the congestion at lower level as the majority of straight moving traffic will be catered by the proposed flyover.
ii). The distance between the Chirag Delhi intersection and Malviya Nagar Intersection is 1186m while the distancebetween Khel Gaon Marg Intersection and Malviya Nagar Intersection is 1085 m meaning thereby that Malviya NagarIntersection is placed almost centrally between these two. It is to be noted that the distance between the toe of existingChirag Delhi flyover and the toe of the proposed flyover would be 540 m whereas the distance between the toe of existingPanchsheel Flyover and proposed flyover at Malviya Nagar would be 485 m meaning thereby the weaving lengths oneither end of proposed flyover will be adequate as per the codal provision.
iii). The assumption of reduction in width of carriageway from existing 12 m to 9 m on Outer Ring Road as stated inobjection/suggestion is not correct. In fact 9 + 9 m carriageway on flyover would take care of the traffic moving straightacross the intersection on Outer Road as uninterrupted movement. At surface level, 9 m and 10.5 m widths ofcarriageways have been proposed towards southern and northern side of proposed flyover respectively which will takecare of the turning traffic at the intersection.
iv). The entry to / exit from the petrol pumps existing on either side of Oute Ring Road near Malviya Nagar intersectionhas been proposed through the surface level road proposed on either side of flyover and therefore, access to the petrolpumps are not affected with the provision of the flyover.
v). Closure of median at Malviya Nagar intersection after completion of DMRC work around this place would warrantdetour of approximately 2 km (both ways) for both the right turning traffic at Malviya Nagar intersection. This would alsocontinue to load both the carriageways of Outer Ring Road between Panchsheel and Chirag Delhi flyovers, which is notdesirable from the point of view of level of service and high economic cost. Present closure of median is only temporaryfeature to regulate the traffic in view of ongoing DMRC work.
RECOMMENDATION :
Based on the above observation Working Group recommended the proposal for consideration of the Governing Body.
Presented in the 54th UTTIPEC Governing Body meeting, held on 22.06 2017 at underthe chairmanship of the hon'ble Lt. Governor of Delhi.
DECISION OF THE GOVERNING BODY:
The proposal was approved.
NOTE:
MINUTES OF 64th WORKING GROUP II-B MEETING : MINUTES OF 54th GOVERNING BODY MEETING :MINUTES OF 62nd WORKING GROUP II-B MEETING :Minutes of the 62nd meeting of the UTTIPEC Working Group II-B (Retrofitting ofExisting Corridor), held under the Chairmanship of Secretary, PWD, on Wednesday,03.05.2017 at 11.00 AM. in the Conference Room of Secretary, PWD, 5th level, 'B'Wing, Delhi Secretariat, New Delhi.
i). It was observed that between the existing Chirag Delhi and Savitri Cinema flyover(Northern side) near LPG gas godown, there is a reduction of carriageway lanes,which is creating bottleneck leading to severe traffic congestion. It was decidedthat PWD, GNCTD will take up widening in consultation with other Stakeholdersfor smooth flow of traffic.
OBSERVATIONS :
ii). The approved multi modal integration of Greater Kailash and Panchsheel Park metrostations needs may be integrated with this project.
iii). The doubling of Sarai Kale Khan grade separator will be integrated with NHAI'sproposal of NH-24- Ring road 'T'-junction.
iv). PWD, GNCTD in consultation with Delhi Traffic Police will make suitable provisionof traffic signal phasing and signages to ensure optimum utilization of grade separatorsfor smooth flow of traffic which should be submitted to UTTIPEC.
v). PWD, GNCTD to take necessary clearances from the land owning agencies andstakeholders for the proposed widening, wherever required.
vi). Representatives of Delhi Traffic Police (SR) and DMRC agreed with the proposals.
RECOMMENDATION :
Based on the above observations, Working Group recommended the proposal of aboveall four intersection for uploading on UTTIPEC website for community feedback andaccordingly for consideration and approval of Governing Body.
Dy. Director (Plg.)
UTTIPEC
Asstt. Director (Plg.)
UTTIPEC
Sr. Consultant (T)
UTTIPEC
1. Approval of Governing Body is for Transportation and Circulation plan only.
2. This is the conceptual drawing and detailed engineering design, is to be evaluated byRoad Owning Agency.
3. Structural engineering safety/ road geometric features are strictly to be followed bythe implementing agency as per the Bureau of Standards (BIS)/ Indian Road Congress(IRC) and any other statutory codes.
4. UTTIPEC's Street Design Guidelines approved by the Hon'ble L.G. on 25.11.2010 tobe followed by the Executing/ Implementing agencies.
5. Acquisition of land for Implementation of project shall be the, responsibility ofExecuting/ Implementing agencies.
6. The necessary permission for cutting of trees and rainwater harvesting etc. shall beobtained by the executing/ Implementing agencies from concerned deptt. as per theprevailing policy.
7. All required statutory clearances are to be obtained by the executing/ implementingagencies.
8. Drawings for the construction are to be prepared by the Road Owning Agency.
9. Signages and road marking should be as per IRC Code .
10. Road safety audit to be prepared by road owning agency as per the standard guidlines.
KEY PLANSTUDY STRETCH
PROPOSED CONCEPTUAL TRAFFIC CIRCULATION PLAN( NEHRU PLACE INTERSECTION TO SAVITRI CINEMA INTERSECTION )
Prepared On :
30 / 10 /2017
Managing Director
REMARKAS PERDATESL NO
CLIENT:
PROJECT:
THIS DRAWING IS A PROPERTY OF THECRAPHTS CONSULTANTS ( I ) PVT. LTD. ANDMUST NOT BE COPIED OR REPRODUCED IN ANY FORM
Checked By : P. ALAMDRAWN BY
M. Arafat
CRAPHTS
TITLE:
CONSULTANTS:
DRG NO -
CRTS / PWD / ORR / LP / 200-C
SCALE -
1:1000
P . W . D . GOVT. OF DELHI
CRAPHTS CONSULTANTS (I) PVT. LTD.14/3, Mathura Road, Faridabad.
Ph - 91-2278813, 2275948.
INTEGRATED TRANSIT CORRIDOR DEVELOPMENT AND STREET
NETWORK/CONNECTIVITY PLAN FOR THE CORRIDOR (A) ON OUTER RING
ROAD FROM MODI MILL FLYOVER TO IIT GATE AND (B) ON RING ROAD FROM
BHAIRON MARG T JUNCTION TO DND INTERSECTION.
REVISIONS
LEGENDS
Existing Road
Tree
ROW
SYMBOL
DISCRIPTION
DMRC Line (Underground)
Drain
Proposed Road
Foot Path
Green Belt
Builtup Area
Property to be demolished
Existing Median
Existing Flyover
Proposed Flyover
Building Line
Affacted Area
Traffic Circulation
DMRC Line (Elevated)
DMRC Stations
Proposed Ramp
Existing Ramp
Lane Marking
12/05/2017 Recommendation/suggestion of Working group UTTIPEC, DDAR1
R2 Discussion with Dy.Director,UTTIPEC, DDA28/09/2017R2
11/10/2017R3 Discussion with Dy.Director,UTTIPEC, DDA
24/10/2017R4 Discussion with Sr. Consultant,UTTIPEC, DDA
Recommended