Rising Real Estate Group is a real estate investment, construction, development,
management and brokerage firm owned and operated by Joseph and his son Jonathan
Giahn. Joseph took root in Corona when he opened a Hardware Store on the comer of
Junction Blvd and 41st Ave in 1977. Since, Joseph and Jonathan have continued to invest
heavily in the community. With the addition of the newly constructed 12 unit building at
40-53 Junction Blvd Joseph and Jonathan now provide housing and business units to
nearly 100 residents. In addition to the properties in Corona we currently hold
investment properties in Tel-Aviv, Israel and Cancun, Mexico.
In addition to real estate investment, we are licensed and insured general contractors,
certified property managers and a NYS real estate brokerage. Rising's construction
division specializes in comprehensive renovations and ground-up construction which
then delivers the property to the Management team that handles all operations.
Construction Experience
Queens,NY
40-53 Junction Blvd- (Subject Property) Ground-up construction of a 12 unit, 11,142 Sq. Ft.
mixed use building.
101-01 39th Ave. - Ground-up construction of a 5 unit, 6,550 Sq. Ft. residential building.
96-06 43rd Ave. - Gut renovation of all 7 apartments and 2 commercial units.
97-07 43rd Ave. - Full Renovation of all apartments including new plumbing, electrical, and
partitions. Paving of driveway and sidewalk. Roof repair and maintenance.
40-56 Junction Blvd. - New construction of a new brick three car garage. Conversion ofretail
space for restaurant use. Work included plumbing, electrical, fire stopping, and fire suppression.
Complete renovation of apartments.
40-54 Junction Blvd. - Preventative and corrective maintenance. Preparation of apartments for
lease,
41-06 Junction Blvd. - Converted one retail space into six, each with a separate bathroom. One
of which was converted for restaurant use. Roof repair and maintenance.
95-42 41 Ave, - Preventative and corrective maintenance. Preparation of apartments for lease.
Cancun, Mexico
30 Carlos Salina St - Ground up construction. 8,051 square foot 1 family house. Two stories,
three bedrooms with two full bathrooms, below ground parking and swimming pool. Octagon
shaped building with 4 balconies. Parquet flooring throughout. Total lot size is 27,750 square
feet with a 6 foot stone wall on the perimeter.
Rancho Viejo Ave. - Ground up concrete construction built for rental use. 16 residential units
comprised of 8 studios and 8 one bedrooms each with full kitchens and bath, 4 commercial units,
2 on the ground level and 2 on second floor. Two story construction covering the entire 8000 sqft
lot.
Table of Content
1. Access Agreement
2. Sidewalk Shed
3. Roof Protection
4. Underpinning
5. Rear Yard Acess
6. Site Monitoring
7. Engineering
8. Foundation Encroachment
9. PhoneITV/lnternet Wires
TEMPORARY ACCESS AND EASEMENT AGREEMENT
and ROOF PROTECTION PERMISSION
This Temporary Access and Easement Agreement is made effective this XXth day of
January, 2023, by and between 40-56 Junction Blvd LLC and Jonathan Giahn (jointly
herein referred to as 40-56 Junction Blvd LLC) owner of 40-54 Junction Blvd Corona NY
11368 and Jaime Humberto Nieto and JHNL Enterprises LLC (jointly herein referred to
as JHNL Enterprises LLC) owner of the property located at 40-52 Junction Blvd Corona
NY 11368.
AGREEMENT:
JHNL Enterprises LLC which owns 40-52 Junction Blvd hereby grants to 40-56
Junction Blvd LLC, Jonathan Giahn, its agents, representatives or invitees an easement
over, on, across, and through the Easement Area for ingress, egress only for purposes
associated with construction, development and improvements of 40-54 Junction Blvd.
1.
The Easement shall be used only for ingress and egress and construction of the
Improvements. The term of this Agreement and Easement shall commence upon the
full execution and delivery of this Agreement. The Improvements shall be constructed
by Grantee and its agents in a workmanlike manner.
2.
3. Sidewalk Shed. JHNL Enterprises LLC shall allow for installation of a sidewalk shed,
as required by the NYC Department of Building so as to protect the public, pedestrians,
driveaway and residents of 40-52 Junction Blvd. Such sidewalk shed shall cover a
portion of the driveway at 40-52 Junction Blvd but will NOT hinder the usage of the
entrance or driveway.
4. Roof Protection. 40-56 Junction Blvd LLC hereby agrees to install, with permission
from JHNL Enterprises LLC expressed by signature of this document, roof protection
to 40-52 Junction Blvd in accordance with NYC Department of Buildings codes and
regulations. 40-56 Junction Blvd LLC hereby agrees to assume all costs associated with
the aforementioned roof protection. 40-56 Junction Blvd hereby agrees to take full
responsibility and shall immediately correct any damage that may occur as a result of
this work.
5. Underpinning. JHNL Enterprises LLC shall allow access to underpin their property
so as to allow 40-56 Junction Blvd LLC to excavate for the basement as designed and
approved by the NYC Department of building. 40-56 Junction Blvd LLC hereby agrees
that the underpinning plans, means and methods will be reviewed by the NYC
Department of Buildings, NYS licensed Engineers and Department of Buildings
approved Special Inspectors and that the subsequent work will conform to the
approved plans.
6. Rear Yard Access. JHNL Enterprises LLC shall grant access to 40-56 Junction Blvd
LLC access to the rear yard solely for the purpose of passing through construction
material and equipment when access through the main entrance of the site shall create
a major disturbance to pedestrian traffic.
7. Roof Access. JHNL Enterprises LLC shall grant roof access for the purpose of
finishing work to the North facing elevation of 40-54 Junction Blvd. 40-56 Junction
Blvd shall install, as per approved design, on roof protection, scaffolding. 40-56
Junction Blvd hereby agrees to take full responsibility and shall immediately correct
any damage that may occur as a result of this work.
8. 40-56 Junction Blvd LLC shall assume responsibility and bear the cost of any damage
to 40-52 Junction Blvd that has been caused as a result of work performed by 40-56
Junction Blvd LLC.
9. Compensation. In consideration for an execution to this access agreement 40-56
Junction Blvd shall compensate JHNL Enterprises LLC a lump sum amount of $5,000
(five thousand dollars ) payable upon signature and execution of this access
agreement. In the event JHNL Enterprises LLC at a future date hinders, impedes,
blocks, obstructs or otherwise breaches agreement a full refund will be due to 40-56
Junction Blvd.
This agreement shall terminate when all work described will be complete. Such
date shall be noted by an email from 40-56 Junction Blvd LLC to JHNL Enterprises LLC
documenting with photographs that all work has been completed.
10.
unction Boulevard LLC.
JHNL Enterprises LLC
1/26/23, 1 :34 p~ .
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What is underpinning?
Underpinning is strengthening and reinforcing an existing foundation of a structure, typically by
extending the depth and breadth of the foundation.
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Underpinning gets its name because the underpinning procedure is performed in stages so
as not to compromise the entirety of the structure's integrity at once.
The excavation of the soil is carried out in phases referred to as pins.
(*Note - whether it is mass pour or beam or mini pile underpinning, all are completed in
sections).
I like to think of it as sticking pins into a corkboard to keep a piece of paper in place or
clipping on clothesline pins to keep laundry up - the important idea to take away from this
term is multiple pins provide stability.
~ Reasons for underpinning?
There is a long litany of reasons why underpinning needs to be undertaken. Here is a
shortlist to help us understand underpinning's unique utilities.
A structure might require underpinning if •
The original foundation isn't strong/stable enough to support the existing structure
•
The initial use of the structure has changed, requiring foundational reinforcement
•
The soil is not competent to withstand the weight of the structure
•
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Another story is being added to the structure, requiring deeper foundational footings
to help support greater load-bearing capacity
It is cheaper to repair/reinforce than buy new
Seismic activity, drought, flood, or other acts of God have compromised the
structure's structural security
A simple way to think about underpinning is this: any outside force that compromises the
~ strength, integrity, and functionality of your foundation/footing is a reason to underpin
(provide reinforcement/structural support).
Note - If you're not sure your home requires underpinning, you should look for the
tell-tale signs and symptoms of foundation settlement.
History of Underpinning
,,...--...__
Underpinning is old-school, and I mean real old - older than dirt.
Underpinning, in terms of structural & architectural engineering, has been around for well
before the 15th century.
In fact, the great Italian Renaissance humanist and architect Leon Battista Alberti outlined
the extensive benefits of underpinning his comprehensive treatise on theory and practice
of architecture De Re Aedificatoria ( On the Art of Building) published in 1452.
It has long been a tradition to restrengthen bridges, tunnels, skyscrapers, and homes by
use of underpinning.
A more modern example of underpinning is the story of the antiquated Hotel Commodore
(designed by the highly celebrated Homer G Balcom who also designed the Empire State
Building).
The Hotel Commodore, built in 1917, was erected right above (and, consequently,
supported by) the Grand Central Station subway structure.
In 1979, the Hotel Commodore underwent an extensive refurbishment before resuming
business under the new appellation Grand Hyatt.
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This renovation proved extreme and required space to be opened up for an increase in
headroom at the subway mezzanine level (intermediate floor) to improve passenger
outflow.
This required extensive underpinning and significant load transfer of the hotel above by
temporary support, sequencing, and jacking.
In short, underpinning allows for modern architectural miracles.
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TYPICAL SHORING 3-0IMENSK>NAL VlEW 0EJ_All,;_
CONTRACTOR TO NOTIFY THI ENGINBER FOR
ANY DEVIATIONS/ DJSCREPAN'CIBS TO THE
DRA1IDfG PRIOR TO CONSTRUCl'JON .
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CORNERSTONE DESIGN LLC
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YONKERS NY 10710
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FOUNDATION FILING
IN CONJUNCTION
FOUNDATION WALL SCHEDULE
MARK
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ALLOWABLE SOIL BEARING= 3 TON/SQ. FT.}
MARK
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WITH NB 420665417
I. FOR GENERAL NOTES, SEE DRAWING S·OOI .
SEE DETAll
RBNFORCEMENT
SH00:#6017 IT/81
LONG:3#6@£<l IT/BJ
#7@ i, EW. 11/81
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2. FOLNOATION CONSTRUCTION SHALL BE NORHAL
WE IGHT CONCRETE (4,000 !"SI e28 DAYS) ON 6"
COMPACTED GRAVEL fill . SEE FOUNDATION
DETAIL FOR REINFORCEMENT INFORMATION.
3 . TOP OF S,O,G ELEVATION TO BE -10'-0'
RELATIVE TO FIRST FL EL :t0.00(60 .06'),
UNLESS OTHERWISE NOTED THUS t lNDICATING DISTANCE ABOVE OR BELOW TOP OF
SLAB.
4 , SLAB ON GRADE CONSTRUCTION SHALL BE 6"
NWT CONC. (4,000 ,s1 e2e DAYS) WITH
6x6-W2 .9xZ.9 WWF OVER HIN. 6" GRAVEL.
5. BOTTOM OF FOOTING ELEVATION SHOWN THUS {
) INDICATING ELEVATION RELATIVE TO FIRST FL
EL t0.00(60.06').
ACCEPTED
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NEW RESIDENTIAL BUILDING
40-54 JUNCTION BLVD
QUEENS NY 11368
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CEU.AR FOUNDATION PLAN
-·
oiio
FOUNDATION_!'LAN
F-HIJ.00/ 1/4" • 1'-0'
F-100.01
Q00725494-P1
1/27/23, 11 :12 AM
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MONITORING PLAN
LEGEND
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MATZEN MONITORING LlC
zu lAke Shore Rd
Metrose.m12121
ADJACENT 3 STORY BUILDING (LOT 33)
Optical Prism (Pl
c:ng> J6.l-01n
CONC, UNDERPINNING & INTER-PIT SHEETING !SEE DETAIL)
M Vibration Sensor
.....
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..... ..... ..... .....
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OWNER
JONATHAN GIAHN
►P
◄0-53 JUNCTION BOULEVARD
CORONA NY 11388
Telephonr.
36'-io¾"
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A.
Monitoring summary & Action Protocol
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ANO MOOlfl(DACCOIIOINGtf; ~ ACTMIIU Will NOT llSllM[ UWTll MlAStJROAII( IMPUMlKllD 10 l'MV£NT ,Ulffifl'.II Wl)(NING Of TH(
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underplnring, once
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If mowment 6 greater than
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manager & engineer shall be
notified i'nmediatety
I
3mm
I
6rm,
I
Once weekly du.ring
demoUUon,
excavation & betow
g,ode ccnsuuctJon
Construction manager &
engineer of record shall be
notified lmmedlatety to assess
If ttveshold level is exceeded the
construction manager &
engineer of record are to be
notU1ed lmrnedlatety cW'ld work
wll stop. Wak ~ re--.ArnO
upon apptoval by the
construction manager and
apprOYed remedlat measures
and/or modfMtd con:strucUon
procedure by the engineer ot
,e,:c,,d
condition
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ConstrucUon manager &
engineer of record shall be
nolllled -~tely
4.
ANY MOVEMEHT EXCEEDING THE A80VE THRESHOLD CRITER1A WIU BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER. THE
CONTRACTORS ENG NEER FOR STRUCTURAL STABILITY WIU MAK£ AN INSPECTION Of THE AffECTED BUILDlNG WITHIN 24 HOURS OF TWE REPORTED
EXCEEOANCES. THE ENGINEER WIU PREPARE A REPORT ASSES~NG TH£ CONDITION OF THE AfFECT£D BUILDING ANOAH't REQUIRED REMEO&ATIOH.
THE REPORT WJU BE SUBMITTED TO THE CONSTRUCTION MANAGER. THE OBIGN TEAM, NYCOOB EXCAVATION UNIT, ANO THE NYCOClB FORENSK
UNIT WITHIN 48 HOURS OF THE INCIDENT. IF THE BUILDING IS JUDGED TO BE IN AH UNSTABLE CONDITION, THE 008 SHAU BE NOTIFIED IMMEDIATELY.
THE CONTRACTOR MAY ESTAUSH MONJTORJNG POINTS ON THE EXISITNGAOJACENT STRUCTURES SUBJECT TO THE BUILDING OWNERS' APPROVAL, TO
ADEQUATELY MONfTOff AHO OTHERWISE KEEP THEMSELVES INfOftMEO Of THE STRUCTURES CONOfllOHS OURJNG THE -.voRX.
ANY MOVtMENT Of ADJACENT BUILDINGS EXCEEDING 0.25 INCHES WIU RESULT IN THE IMMEDIATE TERMINATION Of WORI(, ANO THE 008 SHALL BE
NOTIFIED IMMEDIATELY.
THE CONTRACTOff SHAU RESTORE.. TO THE SATISfACTION Of THE PROPERTY OWNER. BY REPAIR OR OTHERWISE, THE PORTIONS Of THE BUllDtNGS,
OR THEIR CONTENTS, ALTERED BY THE CONTRACTOR IN THE FURTHERANCE Of THEIR EXCAVATION OR SUPPORT Of EXCAVA.TION WORK. RESTORATION
SHALL BE COMPLETED TO THE CONOITIONS WHICH EXISTED PRIORTO THE START Of WORK.
40-54 JUNCTION BLVD
QUEENS NY 11368
--
~.:./U/1922
PAGE1
40-54 Junction
Blvd, Queens
Rising Real Estate Group LLC
WEEKLY MONITORING REPORT
1/15/2023 - 1/21/2023
~
BRONX
NEW
(339)364-0177
YORK
REPORTS@MATZENMONITORING
WWW
MATZENMONITORING
COM
COM
PAGE2
INDEX
II. OPTICAL MONITORING
Introduction
3
Project/Prism Layout
4
Weekly Readings
5
Ill. VIBRATION MONITORING
BRONX
Introduction
9
Equipment Specification
9
Project Layout
10
Weekly Readings
11
NEW
(339)364-0177
YORK
REPORTS(Q)MATZENMONITORINC
WWW
MATZENMONITORING
COM
COM
PAGE3
OPTICAL MONITORING
INTRODUCTION
r-'\
Matzen Monitoring has been contracted by Rising Real Estate Group LLC to conduct
optical readings at the 40-54 Junction Blvd, Queens project. Readings will be
conducted of optical prisms placed on structures & buildings adjacent to the project
site. The results of these readings will be reported in feet. These readings are being
conducted with a Trimble RTS573 Robotic Total Station, the cut sheet to this
instrument can be found here: CUT SHEET
Resulting readings shall be reported to project engineers and can assist in
determining if settlement or other dangerous movements are occurring.
For this project. the following action levels have been set:
B Q O N X
ALERT LEVEL
THRESHOLD LEVEL
1/4 inch or 4 consecutive readings
of 1/16 inch
> 1/4 inch
N E W
(339)364-0177
Y O Q K
R E P O R T S (a) M A T Z E N M O N I T O R I N C
WWW
MATZENMONITORINC
COM
C O M
PAGE4
OPTICAL MONITORING
PROJECT/PRISM LAVOUT
Site Overview
Prism Layout
Figure 1: 40-54 Junction Blvd, Queens
Figure 2: 40-56 Junction Blvd, Queens
Prism Layout
Prism Layout
Figure 3: 40-56 Junction Blvd, Queens
BRONX
NEW
(339)364 - 0177
YORK
Figure 4: 40-52 Junction Blvd, Queens
REPORTS (Q) MATZENMONITORINC
WWW
MATZENMONITORING
COM
COM
PAGE5
OPTICAL MONITORING
WEEKLV READINGS
Basellne Optical Readings lSeptember 2, 20221
Eo~ting Northing & Elevation values are pre-...ented ,n feet
~
t1< 1/8mch
l1 > t/81nch
Point
Pl
P2
P3
P4
P5
P6
6 > 1/4 tnch
-
Northing (Yl
Ea>tlng(XI
Ba!.ctllno
Read ing
Current
Reading
Accumulated
Change On>
39.483
15.263
-16.514
-19191
-0.178
39483
15263
-16-514
-19191
-0178
0000
27593
27-593
0000
0000
0000
0000
0000
Elevation (Zl
Current
Re&ding
Accumulated
Change Un)
e~ellno
Reading
Current
Reading
Accumulated
Change!lnl
131501
l)l,501
23-038
0000
129099
125992
0000
0 .000
0000
0 .000
0.000
0000
23038
129099
1Z599Z
153149
154987
157,675
23593
24-943
26092
23593
24943
26092
24,778
0000
0 .000
0000
0000
0000
Ba:.elino
Reading
153-149
154987
157675
24778
23741
23741
Accumulated Change <ti) inch (September 13, 20221
Ba:ieline reading~ were conducted on September 2
Easting. Northing & Elevation values are pr11S1111ted in feet
A< t /8 11 1d1
A > t/8 H\Ch
Ea>tlngOO
Point
Pt
P2
PJ
P4
P5
P6
A > 1/ 4 lllCh
-
Elevation (Z)
Northlng!Yl
Ba!.eline
Roadlno
Current
Readlno
Accumulated
39,483
39_481
15260
Cha...,e!lnl
15263
-16514
-19.191
-0.178
-16.514
-19195
-0178
0024
0036
0000
0048
0000
27593
27-595
0024
Accumulated Ba:eline
Readina
Chana•Onl
Sar.eline
Readlno
Current
Readlno
l)L501
129,099
1)1,501
0000
129097
125990
153-146
0024
0024
0036
154-989
157.675
0024
0036
125992
153-149
154,987
157672
23038
23593
24943
26.092
24778
23-741
Current
Readina
Accumulated
23,035
23591
24941
26.090
0036
0024
0.024
0024
24m
OOlZ
23740
0012
Chanoe(ln)
Accumulated Change <Al Inch (September 21, 2022)
New Ba::ellne reading,: were conducted on September 2L 2022
E.l:bng. Northing & Etevobon vatur.; ore prr.;ented in feet
l'i < 1/8 inch
b.>
Point
Pl
P2
PJ
P4
PS
P6
118 ,nch
Ea!:.ting
Northing
Baseline
Readino
cwrent
Readina
Accumulated
49385166
4915 7370
48858685
49394579
49133616
48955018
49385166
49157370
48858685
49394579
49133616
48955018
Elevalton
Cu"ent
Reodina
Accumulated
Chonae(ln)
Baseline
Readino
Current
Reading
Accumulated
ChanaeGnl
BasellM
Readlna
00000
00000
00000
00000
00000
00000
49920287
49843545
49730654
49641654
4954-2821
49475152
49929287
49843545
49730654
49641654
4954z8Z1
4947515Z
00000
00000
00000
00000
00000
00000
113-0205
UJ-5744
1149236
1137237
114 7605
u60696
UJ-0205
11)-5744
1149236
11)7237
1147605
1160696
00000
00000
00000
00000
00000
00000
ChanoeGnl
Accumulated Change (A) inch [September 27, 2022)
New Ba::ellne re<>dong.; were conducted on September ZL 2022
E~:bng. Northing & Etev~tion v~lur.; ore pr~ented "'feet
A< 1/8,rch
A> 1/8 ,och
Point
Pl
P2
P3
P4
P5
P6
A> 1/4 n ch
Ea~ing
Northing
Elevation
Ba.ellne
Readlna
Curr""!
Readina
Accumulat~
Chonaelln)
Baseline
Current
Readino
Accumulated
ChanaeGnl
BaseUM
Readlno
Current
Aeadino
Accumulated
Readina
4g385156
49157370
48858685
49394579
49133616
48955018
49385147
49157)46
48858680
49394461
49133594
48954941
00228
00288
00060
01416
499ZOZ87
49843545
49730654
49641654
49542821
49475152
49929252
49843485
49730636
49641731
49542793
49475139
00420
00720
00216
00924
00336
00156
11)0205
U35744
1149236
UJ7237
114 7605
11606g6
U3-0Z04
1135725
1149Z87
1137261
114 7610
1160721
00012
00228
00612
00288
00060
00300
OOZ64
00924
Chanoe(inl
Accumulated Change ( ) inch [October 7, 2022)
New Baseline reecf,ngs -e conducted on September 21 , 2022
Easting, Northing & El&vabon values are presented ,n feel
.\ <
1/8 inch
.1 > 118
P1
P2
P3
P4
PS
P6
..\ > 1/4
Eutlng
Northing
Point
inch
inch
Elevation
Current
Readlno
Accumulated
Ba11llne
Basellne
Currant
Accumulated
Chanoellnl
Re.a ..._.
Cutr•nt
Readlno
Accumulat•d
Readlno
Cha-llnl
Readlno
Readlno
Chanoe llnl
4938,5166
4915.7370
4885.8685
4939.4579
4913.3616
4895.5018
4938.5144
4915.7332
4885.8635
4939.4501
4913.3575
4895.4955
0.0264
0.0456
00600
00936
0.0492
0.0756
4992.9287
4984.3545
4973.0654
4964.1654
4954.2821
4947.5152
4992.9221
4984.3457
4973 0578
4964.1616
4954.2767
4947.5146
00792
0.1056
00912
00456
0 .0648
0.0072
113.0205
113.5744
114.9236
113.7237
114.7605
116.0696
113.0245
113,5810
114.9332
113.7259
114.7608
116.0763
0.0480
0.0792
0.1152
0.0264
0.0036
0 .0804
Baseline
Note: Elevations & coordinates are assumed for monitoring purposes only and for potential
future comparison. They shall not be used for layout or any other construction related tasks.
BRONX
(339)364
NEW
0177
YORK
REPORTS @ MATZENMONITORING
WWW
MATZENMONITORINC
COM
COM
PAGE6
OPTICAL MONITORING
WEEKLV READINGS
Accumulated Change ( ) Inch [October 11, 2022]
New Baseline readings v.ere conduoled on September 21 . 2022
Easting, Na1hlng & Etevaba1 values are presented In feet
L\ < 1/8 Inch
._\ > 1/8 Inch
Point
P1
P2
P3
P4
PS
P6
Basellne
Current
Re ■ dlna
Re ■ dlna
._\ > 1/4 Inch
£a11tng
Northt119
Accumulated
Chlnae flnl
4938.5166 4938.5123
4915.7370 4915.7357
4885.8685 4885.8625
0.0516
0.0156
00720
4913.3616 4913.3592
4895.5018 4895.4983
0.0288
0.0420
Baseline
Readlna
Accumulated
Current
Readlna
4992.9287 4992.9237
4984.3545 4984 3483
4973.0654 4973.0611
U!Yeadable
4954.2821 4954.2808
4947.5152 4947.5179
Baaelln•
Elevation
Current Accumutated
Chanae llnl
Readlna
Readlna
Chlnoe llnl
00600
0 .0744
00516
113.0205
113.5744
114.9236
11 3.0239
113.5791
114 9228
0.0564
00096
0 .0156
00324
114.7605
116.0696
114,7630
116.0766
0 .0408
0.0300
0.0840
Accumulated Change ~ inch (October 21, 20221
N""' Baseline readings were conducted on September 2-L 202-2
Eastr,g. Northing & Elev~~on values aro p,escnted in root
t» 1/8 nch
t1< 1/Bmch
Easijng
Northing
Point
P1
P2
Curront
Accumulated
BnsoUno
Current
AccumuLat&d
SmeUne
Current
Accumubted
Reading
Reading
Chonge Un)
Ro.ding
Reading
Change linl
Reading
Reading
Change Un)
4992S.?87 49929233
49843545 49843509
49730654 49730618
00648
1130197
ooOQ6
00432
1130205
1135744
00024
00432
1149236
llJ-5742
114.9297
oogJ6
00876
1137237
114 7605
00456
116.0696
49385166 493851,42
00288
49157370 49157338
48858685 4885.8681
00384
00048
OlS,48
PS
4939-4579 4939.4450
4913 3616 4913-3611
00060
49641654 4964-1732
4954.2821 49542748
P6
4&.l55018 48955006
0014-4
4947-5152
P3
P4
Elevation
BaseUno
4947511'1
11J7233
114 7603
1160738
00732
00046
00024
00504
Accumulated Change (Al inch (October 25, 20221
New Baseline readings were conducted on September 21. 2022
Easting. Northing & Eleva~on values are prosentod 1n reet
Point
-
Roacing
P1
P2
P3
P4
PS
P6
fl< 1/8 Inch
fl> 1/4 Inch
6 > J./B lnch
Easllng
Northing
Elevation
Current
Accumulatod
Basotino
Current
Accumulated
Baseline
Current
Accumulated
Reading
ChongttGn)
Reading
R""ding
Change(in)
Reading
Reading
Change Un!
49929287 49929244
00516
1130154
00612
'1984 3545 49843424
4973-0654 4973.0550
4964.1654 4964 1616
01.452
01248
113 0 205
1135744
1135663
1149150
00972
49385166 49385136
49157370 49157335
48858685 4885.8615
00360
00420
4939-4579 4939-4502
49133616 49133555
48gs.s<>18 48854950
0.0924
00732
00816
ooa.o
49542821 495428o5
4947-5152 4947-5182
1149236
00456
00192
1lJ 7237
1147605
00)00
116.0696
1137132
114 7479
116.0665
0.1032
01260
01512
00372
Accumulated Change ~ inch (November 3, 20221
New Baseline readings were conducted o n September 21. 202-2
Easing. Northing & Etovation valuos are presonted in reot
11>1/8nch
6<1l8mch
Northing
Point
Baseline
Current
Reading
Reacing
/J. > 1/4 inch
Easting
Accumulatod
Chang<>Gn)
Elovatlon
Bas.Una
Current
Accumulated
Baseline
Cumont
Accumulated
ReadJng
Reading
Change(ln)
Readir,g
RNding
Change On!
00972
00828
113 0205
1130196
00108
1135744
114.9236
1135738
00072
1149223
113 7176
00156
Pt
4938-5166 4938-5196
00360
49929287 4992,9206
P2
49157370 49157344
4885.8685 4885.8677
00312
,QgS.i3545 49843476
00096
4939-4579 4939.4563
49133616 49133627
48gs.s<>18 4&.)S.5023
00192
00132
00060
49730654 4973-0606
4964.1654 4964.1625
49542821 49542811
0.0576
00348
00120
llJ 7237
1147605
4947-5152 49475180
00336
116.0696
P3
P4
PS
P6
114 7537
1160676
00732
00816
00240
Accumulated Change (A) inch !November 9, 20221
New Baseline readings were conducted on Septerrber 21. 2022
Eastr,g. Norttwng & Eleva tion values are p,esentod ,n reot
Point
-
Reodi119
Pl
P2
P3
P4
PS
P6
.il<1/8mch
A>V8nch
6 > 1/ 4 inch
ElovaUon
Easting
Northing
Current
Accumulated
Baseline
Currant
Accumulated
Baseline
Cumtnt
Accumulated
Reacing
ChangeGn)
Reading
Reading
Changelinl
RNdlng
Reading
Changa(in)
00336
0014<1
1130205
llJ.5744
114.9236
1130114
1135638
1149167
01092
01272
o.oa.ze
114 7605
116.0696
lt.47509
1160610
01032
49365166 49385103
49157370 49157354
4885 8685 4885-8644
00756
00192
00492
49929287 49929259
49843545 '1984 3533
49730654 4973.0656
0.00Z◄
lJnr()il(lllblo
49133616 4913.3 585
4Bgs.so18 4895-5001
00372
00204
49542821 49542842
002-52
4947-5152 49475169 I
00204
01152
Note: Elevations & coordinates are assumed for monitoring purposes only and for potential
future comparison. They shall not be used for layout or any other construction related tasks.
BRONX
NEW
{339)364-0177
YORK
REPOQTS@MATZENMONITOQINC
WWW
MATZENMONITORING
COM
COM
PAGE?
OPTICAL MONITORING
WEEKLV READINGS
Accumulated Change ~) inch !November 16, 20221
~
New Basellne readings wc;re conducted on September 21. 2022
Ellst,ng, Northing & Etevat,on valuc;s arc; prc;sc;nted in feet
l» 1/8 tnGh
6< 118,nch
Northing
Point
Pt
P2
P3
p4
P5
P6
BnsoUn•
Current
Reading
Reading
EasUng
Accumulated
Change
49385166 49385<>85
49157370 49157313
4885.8685 48858612
49394579 49394444
4913.3616 4913.3570
48955018 48954973
A> J.141nch
(In)
·00972
-00684
-00876
..-0.162<>
-00552
·00540
ElevaUon
BasoUno
Curre nt
Accumulated
Reading
Reading
Curre nt
Accumulated
Change (In)
BaseUno
RH d lng
Readlng
Change fin)
49929287 49929172
-01380
u30205
1130096
49843545 49843433
49730654 49730538
-b1344
1135744
1149236
113.5631
1149074
-01308
• O;lJS5
,-.0 1944
-01128
1137237
1147605
1137081
1147420
· 0.2220
· 007ZO
1160696
116.0569
· 01524
-b1392
-0 1668
49641654 49641515
49542821 49542727
49475152 <9475092
-01872
Accumulated Change ~> Inch (November 21, 20221
New Baseline readings were conducted on Septen-ber 21. 2022
Easting. Northing & Etovation valuos aro presented ,n feot
d< 1/8 inch
A>11'8nch
No,tl,lng
Point
Pt
P2
P3
P4
P5
P6
6>1/41nch
Elovatlon
Easting
BaHline
Current
Accwnulat.ttd
BaseUne
Current
Acc:umulabtd
BaseUne
Current
Re ading
Reading
Change Qn)
Reading
Rending
Change(ln)
Reading
R9odlng
-01452
-01392
t,.(i.1284
1130205
1135744
1149236
1130083
-00756
114.7605
11606g6
49385166 49385110
49157370 49157293
48858685 4~8600
49133616 491J.J538
48955018 4B954952
-00672
49929287 49929166
-00924
-0.1020
4984 3545 49843429
-00936
49542821 49542758
49475152 49475100
·0079i
4973-0654 49730547
Unraadabl<!
·00624
Accumulalod
Change
(In)
-014!14
1135628
-01392
114.9154
-0.0984
114 7477
116.0610
"'<11536
· 0103,l
Accumulated Change (A) Inch (December t, 20221
New Baseline readings were conducted on Septerrber 21. 2022
Easting. Northing & Elevation vatoos are preoonted in feet
fl< t/8 inch
Point
Pl
P2
P3
P4
PS
P6
A> t/4mch
A>1/8nch
No,tl,lng
Elovatlon
Easting
8as•llne
Current
Accumulated
BaseUne
Current
Reading
Reading
Ctuinge fin)
Reading
Reading
Accumulat.d
luv
·0.2256
Chongo
4g385166 4938.5155
49157370 4Q15c7330
48858685 48858668
· 00132
-00480
4992g287 499211099
49843545 49843402
·0.0204
•0~000
4973-0654 4973.0504
Unreadable;
49133616 49133623
48955018 48955086
00084
-49542821 49542669
49475152 49475003
00816
-01716
· 01824
-0.1788
Basetirw
Current
Accumulaaed
Reading
Reading
Change tin)
UJ0205
1130168
·00444
1135744
114.9236
1135687
-00684
1149239
00036
114 7605
11606g6
114 7554
1160702
-00612
ooon
Accumulated Change (A) inch !December 7, 20221
New Baseline readings were conducted on September 21. 2022
Easting. Northing & Elevation valuc;s ar<! prc;scntcd in feet
A> t/4 inch
6< 1/81nc:h
Easting
Northing
Point
Elevallol,
Baseline
Current
Accumulated
Baseline
Current
Accumulated
Baseline
Current
Accumulated
Reading
Reading
Change On)
Reading
Reading
Chang&Onl
Reading
Reading
Change On)
Pt
49385166 49385114
-00624
'49929287 49929109
-0.2136
113.0205
1130143
-00744
Pa
·01020
•0.2028
493Q..c579 4939.4466
- 01356
-01704
UJ7237
113 51579
1149208
113,7185
·00780
· 00900
1135744
1149<!36
P4
P5
P6
49133616 49133542
48955018 48955015
-o.o888
•00036
4984-3545 49843364
49730654 49730485
4964.1654 •964-1512
4954.2821 4954l701
49475152 49475024
'"°-217'
P3
49157370 49157'85
4885-8685 4885-8610
·01440
114 7605
116o6g6
114 7496
1160693
•Q.1308
•0.0036
•01536
· 00336
-00624
Accumulated Change IAI inch (December 14, 20221
New Baseline readings were conducted on September 21. 2022
Easting. Northing & Etcvat,on vatuc;s arc prc;sc;nted rn rcet
A>118n:h
6< t181nch
Northing
Point
Pl
P2
P3
p4
P5
P6
6> t/4 inch
Easting
Elevation
Baseltne
Current
Accumulated
Basetlne
Current
Accumulated
Baseline
CurTent
Accumulated
Reading
Reeding
Change Uni
Reading
Reading
Change On>
Reading
RNding
Change On>
-01980
-01440
-0.1512
UJ0205
113 5744
114 9<136
1130069
113 56z2
- 0~464
-011!52
•01'48
•01044
UJ7237
1147605
1160696
4938-5166 4938.5126
·00480
49929287 4992-9122
49157370 49157343
488&8685 48858645
· 00324
· 00480
4939.4579 4939,4476
49133616 49133612
4895-5018 48955021
·0.1236
-00048
00036
4984 3545 49843425
4973-0654 49730528
4g64~654 49641533
4954.2821 49542717
49475152 49475065
1149126
1137085
114-7448
1160604
,-0.16)2
-lMJZO
-'0.>824
-0~8'84
· 0.1104
Note: Elevations & coordinates are assumed for monitoring purposes only and for potential
future comparison. They shall not be used for layout or any other construction related tasks.
BRONX
NEW
(339)364-0177
YORK
REPORTS@MATZENMONITORINC
WWW
MATZENMONITORINC
COM
COM
PAGE8
OPTICAL MONITORING
WEEKLV READINGS
Accumulated Change (A) Inch (December 21, 20221
~
New 8aselne readings were conducted o n September 21. 2022
Eastng. Nortting & Elevation vlllucs arc presented ,n rcct
t» 118 n<:h
6< 1/81neh
Northing
Point
Easting
l:J. > 1/4 inch
EIOYallon
Baseline
Curre nt
Accumulated
Baseline
Current
Accumulated
Basell ne
Current
Accumulated
RN<lif1g
Reading
Changelln)
Reading
Reading
ChangeOnl
Reading
Readir1g
Changi,(lnl
-00)48
Pt
49385166 4938 5077
-0.1068
.e9929287 4992-9132
-OJ860
113.0 205
1130176
P2
49157370
4915-7253
-01404
49843545 49843390
• 0.1 788
1135744
1135722
-0.0264
P3
4885-8685 4885,8631
-00648
49730654 4973-0513
-01~
114.9236
114,92 31
-00060
p4
4939-4579 4939.4464
-011,40
4964.1654
4964.1514
-0.1680
1137237
1137212
-00300
P5
4913 3616
-0.0276
495428 21 49542664
-<>.1884
114-7605
1147573
-00384
-00024
4947,5152 4947.4967
-022,:0
1160696
1160732
00432
P6
49133593
4895.5018 4895-5016
Accumulated Change <tu inch (December 28, 2022)
New Baselw,e readings were conducted on September 21. 2022
Easi ng. Nort hing & Elevation values aro presented ,n root
6< t/8 inch
Ci.> 1/8inc:h
Northing
Point
E.lovatk>n
Easting
Basollne
Currttnl
AccumulDted
BaseUn•
Currant
Acwmutated
Basellno
Cu.mmt
Accumulatod
Rearung
Reading
Chonge lln)
Reading
Reading
Change Onl
Reading
Reacfong
Change(inl
-00744
Pt
4938 5166 49385067
-01188
49929287 49929113
-02088
113 0 205
1130143
P2
49157370
4915,7217
-01836
4984 3545 49843394
-0.1812
113 5744
1135698
-0055,2
P3
488s.8685 48858600
-0.1020
4973-0654 4973-0541
-01356
11,4.9236
1149189
-0.0564
PS
4913.3616
4913.JSJQ
-0092-4
P6
48955018 48954941
-0.0924
Unroadablo
P4
f 4954.2821
49542684
-01644
114.7605
11475,20
-01020
4947-5152 4947-5037
-9-UBO
116o6g6
1160671
-00300
Accumulated Change Ill) inch [January 3, 20231
New Baso(lne readings were conducted o n September 21. 2022
Easi ng. Northing & Elevation values are prcsonted ,n root
6<1/8inch
A> l/81nch
Northing
Point
6> 1/4 Inch
Easting
Elovatlon
Baseline
Current
Accumulated
eas..llne
Current
Accumulated
Basellne
Current
Reading
Reading
Chonge(ln)
Reading
RNding
Change Onl
Reading
R-
ng
Accumulated
Change (in)
Pl
49385166 4938.5157
-00108
49929287 49929171
-01392
1130205
113 0 104
-01212
P2
49157370
P3
49157353
4885-8 685 48858638
-00204
4984 3545 4g&.3457
-01056
UJ.57• 4
1135646
-01176
-00564
-00828
497J.0654 4973,0585
Unraadablo
114.9236
1149 163
-00876
P4
PS
4913.3616
4913.JS69
-00564
4954.2821 4954.2727
-01128
114.7605
1147487
-0,1.416
P6
48955018 4895-5018
00000
4947-5152 49475095
-o.0684
116.o6g6
116 .0610
-01032
Accumulated Change (6> inch Uanuary 11. 20231
New Base(w,e reoo,ngs were conducted on September 21. 2022
Easi ng. Nortting & Elevation values are presenled in reet
A>t/8nch
ll.<1/81nch
Point
--·
Reading
Northing
Easting
A> 1/4 inch
Elevatlon
Current
Accumulated
eas..lln•
current
Accumulatad
Basellno
Current
Accumulated
Reading
Chnnge(in)
Reading
Reading
Change0nl
Reading
Reading
Change(ln)
-00804
Pl
4938 5166 4938 5117
-00588
491)29287 49929167
-01440
113.0205
113 0 138
P2
4915 7370
-00672
4984 3545 49843~1
-01248
113 57•4
113 5692
-00624
P3
48858685 488586 00
-0.1020
497).0654 4973.0553
Unraadablo
-01212
1149236
1149179
·00684
49157314
P4
P5
4913.3616
4913.3573
-00516
49S4,2821 4954,2734
-01044
114.7605
114 7508
-01164
P6
48955018 48954983
-00420
4947-5152 4947,5071
-o.ogn
116o6g6
116 .0644
-00624
Accumulated Change <tu inch Uanuary 17, 20231
New Baseline read ings were conducted on September 21. 2022
Easi ng. Northing & Elevation values aro presented in ree1
A> 1/8 inch
A< 1/8 inch
Northing
Point
Elevation
Easting
Baseline
Current
Accumulot.«I
&awUne
Current
Accumulated
Basellne
Cumont
Accumulated
Readmg
Reading
Chonge(ln)
Rending
Reading
Change0nl
RHding
Reading
Change(in)
-00384
P1
4g385166 49385089
-00924
49929287 49929124
-Olgsll
U3 0205
1130173
P2
49157370
4915 7320
-00600
49843545 49843413
-0.1584
ll35744
11.J.5700
-00528
P3
488s.8685 4885-8648
-0.0444
497J.0654 49730546
-01296
1149236
1149214
-00264
P4
4939A579 49394480
49 13.3616 4913 3551
-01188
1137237
1137182
-oo66o
-00780
4964.1654 49641540
4954.2821 4954~
-01368
PS
-01'824
114,7605
114 75,21
-01008
P6
48955018 4895-5001
-0.0204
4947-5152 49475030
-01464
116.o6g6
116.0659
-00444
Note: Elevations & coordinates are assumed for monitoring purposes only and for potential
future comparison. They shall not be used for Layout or any other construction related tasks,
BRONX
NEW
{339)364-0177
YORK
REPORTS@MATZENMONITORINC
WWW
MATZENMONITORING
COM
COM
PAGEg
VIBRATION MONITORING
INTRODUCTION
Matzen Monitoring has been contracted by Rising Real Estate Group LLC to conduct
vibration monitoring at the 40-54 Junction Blvd, Queens project. A system of vibration
monitors has been deployed in accordance with New York City Department of Buildings
(DOB) Code & Technical Policy and Procedures Notice (TPPN) #10/88 (applicable when
within the influence of landmark structures). These codes set a standard of safe and
permissible vibration levels on structures to a range from 0-5 in/s to 2 in/s. Specific
trigger limits are set on each project determined by the greater of these codes or
directed by a qualified engineer.
Resulting readings shall be reported to project engineers and can assist in determining if
settlement or other dangerous movements are occurring.
EQUIPMENT SPECIFICATION
Matzen Monitoring deploys a monitoring system using lnstantel Micromate's with Triaxial
Geophone sensors to monitor ground and structure vibration levels. Specifications of this
equipment are as follows:
General Specifications
Mic:romate Channels
Geophone
· Range
• Response Standard
• Reso!ut,on
• Frequency Range
• Accuracy
• Phase Response
• Transducer Density
• Maximum Cabl• Length
M1c1ophone and Tnax,al Geophone (tSEE 01 DIN)
ISEE
Up to 254 mmls (101n/s)
ISEE Seismograph Spec1f1cat1on (2017)
O00788 mm/s (0 00031 m/s)
2 to250 Hz
From 2 to 4 Hz and 125 to 750 Hz +5'%. to -3 dB of an ,deal flat response.
from4 to 125 HL •5~or tO 5 rrwn/s (002 ..Vs) whet~"-" ,s lc11C)t'I
Phase shift from 2 ~ to 250 Hz< HJ'\ of maXJmurn absolute value of 2
superimposed tiarmon c vibratlOOS
2 2 glee (137 lbs/ft)
l 000 m (3.280 ft)
DIN
Up to 254 mmls (10 ,n/s)
DIN45669 1
0 00788 mm/s (0 00031 1n/s)
l to315Hz
OI 4566Cl l standard
2 2 glee (137 lbslft)
1.000 rn (3.280 ft)
Waveform Recording
Rec:ord Modes
Seismic Trigger
Linear Acoustic Trigger
Sound Level Microphone
Sample Rate
Record Stop Mode
Record Time
Auto Record Time
Cycle Time
Waveform Storage Capacity
Waveform. Waveform Manual
O 13 to 254 mm/s (0.005 to 10111/s)
20to500Pa(l00to 148d8)
33 to 140 dB (A 01 C)
1.024 / 2.04814.096 Sis pe, chanr,el (Independent of record time)
Fixed record t,me. AutoRecord~ (see Auto Record Time below)
1-90 seconds (programmable in one-second steps) plus a pre-tr,gger at O25. O50. O75. or l Osecond
Event Is recorded until actrv,ty remains below tr,gger le11el for duration of au o w·ndow, or until
ava1'able memory Is full
Rccord,ng unintcrr ptcd by event processing. monrt01Ing or commun,calion 1cro dead t me between events
1.000 !-second e11ents at 2.048 S/s (n m01y upgrade optronal up to 4.000 1-second events at 2.048 Sis)
Histogram Recording
Record Modes
Histogram and Histogram-Combo~ (unit captures triggered wavcf01rns while 100'.lfdiog ,n Histogram mode)
Recording Interval
Histogram Storage capacity
Histogram Combo Storage Capacity
2 to 30 seconds (I-second .ncrements). and 30 seconds to 30 m.nutes (30-second ,ncrements)
222,000 ,n ervals (Examples 5 days at 2-seeond ,ntervals. 150 days at 1-m,nu e intervals)
30 days of H1Stogram re<lO'd ng at 1·!Tllnute nterva s. and c,,er 900 l ~ waveform events
BRONX
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PAGE 10
VIBRATION MONITORING
PROJECT LAYOUT
r-'\
The project site is located on the west side of Junction Blvd in Queens on block 1596. In
accordance with NYC DOB Code, 2 vibration sensors have been placed around the project site.
The units are located as follows:
•
Sensor 1 (S1): Serial No: UM17989, The unit is located on the left side of construction on
the adjacent exterior fac;ade of 40-56 Junction Blvd. The Sensor is wall oriented and
approx. 1 feet above ground.
Sensor 2 (S2): Serial No: UM17905, The unit is located on the right side of construction on
the adjacent exterior fac;ade of 40-52 Junction Blvd. The Sensor is wall oriented and
approx. 3 feet above ground.
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PAGE 11
VIBRATION MONITORING
WEEKLV READINGS
,,----.,.,_
WEEK: SEPTEMBER 2, 2022 - SEPTEMBER 10, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM14070: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: SEPTEMBER 11, 2022 - SEPTEMBER 17, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM14070: Maximum Limit 2.0 in/s
o Exceedances Observed, see below readings:
Geophone
Ptak Plrtldt Velocity
Zero Crou,n, FrequentY
Tlme (Relative to Tncaer}
Puk Acceleration
Peak Olsplacement
Sensor Chttk
frequentY
OverswtnJ Ratio
PHk Vector Sum
Tran
2.6690,n/s
2.8Hz
0.516nc
l .878 C
0.210,n
Passed
7.1 Ht
4.3
0.042m
long
4.1975 ln/s
11.1 Hz
0 .480nc
3.949 I
O.llS In
7.3 Hr
4'.S
7.3Hr
4 ,4
Vert
1.690611\/S
8.8 Hr
0.006,ec
1.3981
✓ Passed
✓
Passed
4.303 7 on/s at 0.480 sec
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: SEPTEMBER 18, 2022 - SEPTEMBER 24, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM14070: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: SEPTEMBER 25, 2022 - OCTOBER 1, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: OCTOBER 2, 2022 - OCTOBER 8, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: OCTOBER g, 2022 - OCTOBER 15, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
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PAGE 12
VIBRATION MONITORING
WEEKLV READINGS
/\
WEEK: OCTOBER 16, 2022 - OCTOBER 22, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: OCTOBER 23, 2022 - OCTOBER 29, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: OCTOBER 30, 2022 - NOVEMBER 5, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: NOVEMBER 6, 2022 - NOVEMBER 12, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: NOVEMBER 13, 2022 - NOVEMBER 19, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: NOVEMBER 20, 2022 - NOVEMBER 26, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: NOVEMBER 27, 2022 - DECEMBER 3, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
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PAGE 13
VIBRATION MONITORING
WEEKLY READINGS
~
WEEK: DECEMBER 4, 2022 - DECEMBER 10, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: DECEMBER 11, 2022 - DECEMBER 17, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: DECEMBER 18, 2022 - DECEMBER 24, 2022
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: DECEMBER 25, 2022 - DECEMBER 31, 2022
,..........___
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: JANUARY 1, 2023 - JANUARY 7, 2023
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: JANUARY 8, 2023 - JANUARY 14, 2023
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
WEEK: JANUARY 15, 2023 - JANUARY 21, 2023
The following is a summary of all readings exceeding the trigger limits set for this project.
Sensor 1, UM17989: Maximum Limit 2.0 in/s
o No Exceedances during this period
Sensor 2, UM17905: Maximum Limit 2.0 in/s
o No Exceedances during this period
r'\
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"JI
in
J : 212
377-2456
1&1 : 212-377-2457
The Firm
RIZWAN A. SALAM, PE
C01 -L'Llll\G f'liCINcnt
RAS P.E. Consulting Engineers, is one of the leading Structural Designing firms in New
York City, located in mid town Manhattan near Rockefeller Center. We offer complete
/', structural analysis and design, drafting, shop drawing review and field inspection of
buildings. Design services include design of concrete, steel and wood framed buildings,
development of construction details, which are practical and cost effective, layout of
plans and typical details.
specialty
Building Designs
We specializes in designing and developing plans for all types of buildings including
Commercial Plazas, High Rises, Industrial units, Residentail Houses, Town Houses,
Condominiums, Mosques, Churches. Over the past three decades we have worked on
thousands of projects of all scales. Our vast experiece and technical specialty allow us
to devise a cost effective solution for almost any type of construction project such as
new buildings, Renovations, Restorations, Alterations, Additions to the existing
buildings, Repairs, Demolition, Excavations etc.
Every Project is important to us regarldess of its scale. We assist our clients from start
to finish of the project depending upon the scope by procuring building permits,
periodic inspections and strategic advise at every stage of the project.
Controlled Inspections
We are a licensed New York Building Inspections Agency. We carry out regulated
Progress status and Special Inspections. Some of the main categories of inspections we
r----, cover are Strcutural Steel Inspection (Welding, Bolting, Details, Formed steel) Concrete
Inspection (Cast-in-Place, Precast, Sub-stressed) Sub-Grade (Soil Preparation),
Foundation Inspection, Deep Foundation Inspection, Foundation Footing Inspection,
Underpinning , Masonry Inspection , EIFS System Inspection, Excavation & SOE
Inspection, Mechanical Demolition Inspection etc.
Our Commitmment
The professional engineers of RAS PE Consulting Engineers, share a total commitment
to excellence as illustrated by our reputation in the industry. We provide quality
assurance for owners, as we strive to complete projects within a diligent schedule and
thorough output. Our team draws upon a wide array of experience to provide an
integrated engineering service on projects of all sizes.
We take pride in serving our customers in a professional manner which is most suited
to their requirements. we are committed to make the process as simple as possible for
our customers and deliver the services in a timely fashion. Please visit our Speciality
section to view a complete list of services we provide and to understand how we can
,,...--....._ help you in achieving your goals.
th
RIZWAN A. SALAM, PE
CONSULTING ENGINEER
Pro osal #
221003
20 East 49 St., 4th Floor• New York, NY • l 0017
Phone: (212)-377-2456 / Fax: (212)-377-2457
Email: info@salamcons.com
www.raspeconsultingengineers.com
Pro osal Date
10/3/2022
Please mention our proposal # in all your correspondences with us.
This Proposal is three pages, please sign page # 2 & 3 and send it back to us along with tbe retainer.
To:
Jonathan Giabn
917-363-2789
J onathan.giahn@gmail.com;
Ref:
SOE/Excavation, FO/Earth Works, STR, excavation design services for a 5 story building at
40-54 Junction Blvd, Queens, NY 11368.
The client and engineer hereby agree to the following with respect to the property mentioned above.
Revised: 10/4/22
Scope of work and conditions to include the following:
1. Study survey, architectural plans and borings.
2. Document existing conditions and incorporate them in the proposed design
3. Study architectural plans.
4. Answer NYC DOB audit with Sam Engineer.
5. Coordinate with NYC DOB Engineer for audit release.
6. Take over as EOR.
,,,---.
7. Prepare SOE/Excavation, FO/Earth Works, STR plans.
8. Reply to NCR items and guide the contractor.
9. Presently the job is in NYC DOB audit.
10. Check floor framing designed by previous engineer and amend if required.
11. Obtain NYC DOB NOW approval for PAA.
12. Prepare NYC DOB paperwork, filing/expediting to be done by the client's expediter.
13. Job filings are to supersede existing job numbers/applicants where applicable.
14. Coordinate with the client and architect.
15. Time frame: To provide drawings/plans for the aforementioned jobs within 2 weeks for owner and
submission to NYC DOB for review after receiving of the retainer.
Additional:
1. Any other unforeseen work/extra work shall be agreed upon between the client and Rizwan Abdus
Salam P .E. Consulting Engineers.
2. Client to inform engineer 24 hours in advance for a site visit.
3. Retainer is non-refundable.
4. Changes in architectural plans after completion of the structural drawings that result in revision work to
the structural drawings will incur additional charges and will be billed at the timecard rates listed on the
second page of this proposal.
5. Amendment(s) in plan after DOB approval will incur additional charges and will be billed at the
timecard rates listed on the second page of this proposal.
6. The engineer is not responsible for any damages to persons or property due to negligence of the
/',
contractors.
FOR
ALL
YOUR
STRUCTURAL ENGINEERING
CONSULTING NEEDS
Make checks payable to "Rizwan Abdus Salam P.E. Consulting Engineers" Invoices are due upon receipt.
Rizwan Abdus Salam P.E. Consulting Engineers
20 East49th Street, 4th Floor, New York, NY 10017
Please reference the invoice # in the memo section of your check.
Please note that failure to pay will delay services.
20 East 49 th St., 4th Floor • New York, NY • 10017
Phone: (212)-377-2456 I Fax: (212)-377-2457
RIZWAN A. SALAM, PE
CONSULTING ENGINEER
Email: info@salamcons.com
www.raspeconsultingengineers.com
7. Department of Buildings (DOB) expediting is not included in this proposal. Special and progress
inspection items will be identified on the tr 1, but responsibility for those items will not be taken by
Rizwan Abdus Salam P .E. unless specified by the client or architect.
8. Controlled inspections are not included in this proposal.
9. Additional charges will apply for DOB audit work. DOB audit work is not included in this proposal.
10. Additional charges will apply for FedEx, messenger and mailing fees (in excess of $5.00 (five dollars)).
Consideration:
Client' s total consideration for the aforementioned work shall be $27,500.00.
All invoices are due immediately upon receipt. Failure to follow the payment schedule will result in the delayed
processing of our service.
Payment Schedule:
1. 1st payment: $10,000.00 (retainer before the start of any work).
2. 2nd payment: $10,000.00 (due upon completion of plans).
3. 3rd payment: $ 7,500.00 (due upon lifting NYC DOB audit and plan approval by NYC DOB).
Note: Construction stage consulting services are not included in this proposal.
Agreed & Accepted
~
--::S01v11!~T--!
Print Name
10/3/2022
Date
Rizwan Abdus Salam P.E.
Terms & Conditions:
Rizwan Abdus Salam P .E. Consulting Engineers agrees to perform the work detailed under the scope of
work at the professional fee listed on the proposal. The client is responsible for making the payments outlined
and listed under the payment schedule section of the proposal. The project will not move forward to the next
stage until the scheduled payments are made. The signed proposal must be returned to our office along with the
first payment before the start of any work. By sending the retainer check the client has agreed to what is written
in this proposal. Proposals must be signed before any work is to begin. The retainer is nonrefundable. Checks
should be written out to our principal engineer "Rizwan Abdus Salam P.E." Balance shall be paid as
invoices are submitted to your office upon progress of work.
Additional charges to scope of work:
Any condition that may result in additional services or other additional charges will be brought to your
attention as we become aware of them. Additional work will not begin without your authorization. Any
unforeseen work, extra site visits, NYC DOB expediting services (if not included in the scope of work) will
result in extra charges in addition to the professional fee. The fee for any additional services not mentioned in
~ the scope of work above, when authorized by you, will be charged as a negotiated increase to the basic fee, or
will be charged on a time-card basis using our standard billing rates as defined below. If additional services are
required, clients must inform our office in a timely fashion.
20 East 49 th St., 4th Floor• New York, NY• 10017
Phone: (212)-377-2456 / Fax: (212)-377-2457
RIZWAN A. SALAM, PE
CONSULTING ENGINEER
Time C ard Billi D2 R ates
Site Visits
NYC DOB Visits
Engineering Office Work
General Office Work
Coordination Between
Office
$750 per visit
$300 per visit
$300 per hour
$250 per hour
10% of total hours
Email: info@salamcons.com
www.raspeconsultingengjneers.com
S.NO
1.0
2.0
3.
4.
5.0
6.
ITEMS RE UIRED
Latest Surve with NAVD elevations
Preconstruction Surve
Preconstruction R rt
Soil Boring Report with TRl(initial &
fmal
TR4 & test
ACP-5 ( As
8.0
Termination:
Failure of the owner to make payments to the Engineer in accordance with this agreement shall be
considered substantial nonperformance and cause for termination. If the owner fails to make a payment when
due, the Engineer may, at its option and without prior notice, immediately suspend performance of services
under this agreement. In the event of such a suspension of services, the Engineer shall have no liability to the
Owner for the delay or damage caused to the Owner because of such suspension of services. In event of
termination by Owner, the Engineer shall be compensated for services performed prior to the termination.
Collection:
The client will not be subject to finance or interest charges on past due invoices. R.A.S. P.E. Consulting
Engineers reserves the right to call an attorney to collect money on past due invoices. The cost of collection
~ will be paid by the client in addition to the past due invoice.
Validity:
This proposal is valid for 1 year from date of issuing.
Conclusion:
If you have any questions regarding this proposal please contact our office. We look forward to
working with you.
Sincerely,
Rizwan Abdus Salam, PE
By signing below,
I, the signatory agree to everything that is listed on this proposal.
I also have read and agreed to the attached terms & conditions.
Print Name
FOR
ALL
YOUR
STRUCT
ENGINEERING
CONSULTING
NEEDS
Make checks payable to "Rizwan Abdus Salam P.E. Consulting Engineers" Invoices are due upon receipt.
Rizwan Abdus Salam P.E. Consulting Engineers
20 East 49 th Street, 4th Floor, New York, NY 10017
Please reference the invoice # in the memo section of your check.
Please note that failure to pay will delay services.