On June 08, 2020 a
Exhibit,Appendix
was filed
involving a dispute between
E.E. Cruz & Company, Inc.,
and
Starr Surplus Lines Insurance Company,
for Commercial - Insurance
in the District Court of New York County.
Preview
FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020
NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022
Exhibit I
FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020
NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022
XXX
BIN 5500719 AND BIN 5500/39 - ROUTE 98/D OVER SAW MILL RIVER
SCOPE OF WORK - BIN 5500719
BIN 5500719 - ROUTE 987D OVER SAW MILL RIVER.THE REPLACEMENT OF THIS CONCRETE ARCH, SINGLE SPAN STRUCTURE WILL BE
PERFORMED WITH STAGED CONSTRUCTION WHILE MAINTAINING2 WAY TRAFFIC ON THE SAW MILL RIVER PARKWAY. TEMPORARY
WIDENING OF THE EXISTING STRUCTURE WILL BE PROVIDED ON THE NORTH SIDE OF THE BRIDGE TO ACCOMMODATE TRAFFIC
REQUIREMENTS FOR STAGED CONSTRUCTION. TRAFFIC WILL BE MAINTAINED ON TWO LANES WITH THE USE OF TRAFFIC SIGNS PLACED
IN CONFORMANCE WITH NYSDOT/MUTCD AND LOCAL COMMUNITY REQUIREMENTS.
THE REPLACEMENT STRUCTURE WILL BE A THREE SPAN CONTINUOUS GALVANIZED STEEL SUPERSTRUCTURE WITH A 9.5 INCH THICK
CONCRETE DECK. THE SUPERSTRUCTURE WILL BE SUPPORTED BY CONCRETE INTEGRAL ABUTMENTS WITH WING WALLS ON PILES AND
MULTi- COLUMN CONCRETE PIERS SUPPORTED ON DRILLED SHAFTS. THE BRIDGE SPAN LENGTHS WILL BE 55 FEET, 80 FEET, AND 55
FEET MEASURE CENTER TO CENTER OF BEARINGS ALONG THE BRIDGE THE BRIDGE WILL BE JOINTLESS AND WILL HAVE AN
OUT TO OUT WIDTH OF 70 FEET, 2 INCHES. THE BRIDGE WILL BE PROVIDED WITH STEEL BRIDGE RATL ON BOTH SIDES AND A
SINGLE-SLOPED CONCRETE MEDIAN BARRIER AT THE CENTER ALL MEETING TL-4 SPECIFICATIONS. THE ABUTMENTS AND WING WALLS
WILL BE PROVIDED WITH THE REQUIRED RIVER BANK PROTECTION AS SHOWN IN THE PLANS.
SCOPE OF WORK
- BIN 5500739
XXX
STRUCTURE WILL BE PERFORMED WITH STAGED CONSTRUCTION WHILE MAINTAINING 2 WAY TRAFFIC ON THE SAW MILL RIVER
PARKWAY. TRAFFIC WILL BE MAINTAINED ON TWO LANES WITH THE USE OF TRAFFIC SIGNS PLACED INCONFORMANCE WITH
ONT
NYSDOT/MUTCD AND LOCAL COMMUNITY REQUIREMENTS.
AVY
THE REPLACEMENT STRUCTURE WILL BE A THREE SPAN CONTINUOUS GALVANIZED STEEL SUPERSTRUCTURE WITH A 9.5 INCH THICK
CONCRETE DECK. THE SUPERSTRUCTURE WILL BE SUPPORTED BY CONCRETE INTEGRAL ABUTMENTS WITH WING WALLS ON PILES AND
MUL TI-COLUMNCONCRETE PIERS SUPPORTED ON DRILLED SHAFTS. THE BRIDGE SPAN LENGTHS WILL BE 45 FEET, 60 FEET, AND 45
FEET MEASURE CENTER TO CENTER OF BEARINGS ALONG THE BRIDGE 7.G.L. THE BRIDGE WILL BE JOINTLESS AND WILL HAVE AN
OUT TO OUT WIDTH OF 82 FEET, 2 INCHES. THE BRIDGE WILL BE PROVIDED WITH STEEL BRIDGE RAIL ON BOTH SIDES AND A
SINGLE-SLOPED CONCRETE. MEDIAN BARRIER AT THE CENTER ALL MEETING 7L-4 SPECIFICATIONS. THE ABUTMENTS AND WING WALLS
WILL BE PROVIDED WITH THE REQUIRED RIVER BANK PROTECTION AS SHOWN IN THE PLANS.
XXX
CHECK
BINS 5500719 AND 5500739
BIN 5500719 AND BIN5500739 - THE SAW MILL RIVER PARKWAY ALIGNMENT WILL BE SHIFTED TO THE EAST AWAY FROM THE SAW
MILL RIVER FLOODWAY WIDTH TO IMPROVE THE BRIDGE AND RIVER HYDRAULICS. NEW PARKWAY ALIGNMENT PROVIDES A 3-FOOT Contos Clik
MEDIAN SHOULDER ON THE SOUTHBOUND LANES TO WITH INLET GRATES IN SHOULDER. A NEW CONVEYANCE SYSTEM WILL BE
PROVIDED TQ ACCOMMODATE THE NEW ROADWAY CONFIGURATION AND INCLUDES WATER QUALITY TREATMENT DEVICES PRIOR TO THE
XXX
OUTFALLS.
NOT
XXX UASVNVA
AFFIXSEAL:
HARDESTY LLC ALTEREDBY: DESIGN QUALITY ASSURANCE ENGINEER:
UBp"ud|d
& HANOVER,
-
Gor
ON: 2017
XXXXXXX, ON:
XXXXXXKXXXK DATE
THIS DRAWING HAS UNDERGONE REVIEWS AS .
RELEASED FOR CONSTRUCTION
REQUIRED TO BE
111-9.2 AND
UNDER DB SECTIONS 111-12.2
OF
Wa
‘
TELT
THE CONTRACT DOCUMENTS
AS-BUILT
REVISIONS NYSDOTREGION8 PIN8BOW.OF BRIDGES CULVERTS ALL DIMENSIONSINFT UNLESSOTHERWISE NOTED CONTRACT NUMBER
ALTERATIONS:
DESCRIPTION OF 5500719
XXX
NYSRTE 987DOVERSAW MILLRIVER 5500739 LOCATION PLAN AND SCOPE OF WORK
D300036
YOSTAUSdAS
TOWNOF GREENBURGH
ROUTE987D RIVER
OVER SAW MILL DRAWING NO. NDA
=
=
=
WESTCHESTER
COUNTY: REGION:
SHEET NO.f
INWN
4WLL/S1V0
Y4sn
8
IT THEY LICENSED
NOISAG
IS A VIOLATION
OF LAW FOR
ANY UNLESS
PERSON, ARE ACTING
UNDERTHE DIRECTION
OFA PROFESSIONAL LANDSCAPE
ENGINEER, ARCHITECT, ARCHITECT,
ORLANDSURVEYOR, Newyork | Department
P of
Blea.
F114
TO ALTERANITEM INANYWAY.IFAN ITEM THE
BEARING STAMP OFA LICENSED
PROFESSIONAL
IS THE ALTERING
ALTERED, LANDSCAPE
ENGINEER, ARCHITECT, LAND
ARCHITECT, OR SURVEYOR
SHALLSTAMPTHE DOCUMENT
AND THE
INCLUDE "ALTERED
NOTATION BY"FOLLOWEDBY THEIR SIGNATURE,
THE DATEOF SUCH SPECIFIC DESCRIPTION OF
ALTERATION, AND
A THEALTERATION. | ransportation
1
+
STARRUW00063
CONFIDENTIAL INFORMATION STARRUW00062
FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020
NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022
SHEET NUMBER DRAWING NUMBER DESCRIPTION DRAWINGNUMBER
1 LOCATION DRAWING AND SCOPE O- WORK IND-1 46 GIRDER DETAILS - GIRDER ELEVATION AND DIAPHRAGM DETAILS $-13
2 "NDEX OF DRAWINGS IND-2 47 GIRDER DETAILS - SPLICE DETAILS $-14
48 APPROAC4 SLAB DETAILS $-15
3 “YPICAL SECTIONS - 1 TYP-1 49 RAILING SECTION AND DETAILS S-16
4 YPICAL SLCIIONS 2 TYP-2
5 “YPICAL SECTIONS —
3 TYP-3 50 GENERAL PLAN AND © EVATION §-100
6 “YPICAL SECTIONS —
4 TYP-4 51 STAGING PLAN $-101
52 BEGIN ABUTMENT - PLAN AND ELEVATION §-102
7 KEY PLAN - KP-1 53 END ABUTMENT - PLAN AND §-103
1
ELEVA”
44
54 INTEGRAL ABUTMENT SECTION AND DETASLS $-104
8 GENERA PLAN - 1 GP-1 55 PIFR 1
- P AN AND Fl FVATION $-105
9 G_N-RA_ PLAN 2 GP-2 56 PIER2 - P_AN AND ELEVATION S-106
10 RA PLAN - 3 GP-3 57 BEARING ANCHOR ROD DE-AILS $-107
11 GENERA_ PLAN - 4 CP-4 58 EXPANSION BEARING DETAILS $-108
12 GENERA. PLAN - 5 GP-5 59 FIXED BEARING DETAILS 5-109
13 GENERA. PLAN - GP-6 60 FRAMING PLAN $-110
XXX
6
61 GIRDFR DFTA S - = =VATION AND DIAPHRAGM TAT S S-1it
14 PROFILE - 1 PR-1 62 GIRDER DETAILS - SPLICE DETAILS $-112
15 PROFILE - 2 PR 2 63 APPROACT SLAB DETAILS § 113
16 PROFILE - 3 PR-3 64 RAILING SECT.ON AND DETAILS $-114
17 PROFILE 4 PR-4
18 WORK ZONE TRAFFIC CONTROL SUGGESTED CONSTRUCTION SEQUENCE WZ7C-N7
19 ROUT} 987D SIAGL 1 AND 2
20 - STAGE WZ1C
XXX
ROUTE 987D 2 2
21 ROUTE 987D - STAGE 3 WZ 1C-3
22 ROUTT 987D STAGF 3 WZ1C-4
23 WORK ZONE TRAFFIC CONTROL SECTIONS - 1 WZXS-1
24 WORK ZONE [RAFF C CONTRO! SICIIONS 2 WZXS-2
25 WORK ZONE TRAFF.C CONTROL SECTIONS —
3 WZXS 3
26 WORK ZONE TRAFF:C CONTROL SECTIONS - 4 WZXS-4
27 DRAINAGE PLAN AND UTILITY PLAN - 1 DRP 1
-
XXX
28 DRAINAGE PLAN AND UTILITY PLAN 2 DRP-2
29 DRAINAGL PLAN AND UIILITY PLAN 3 DRP-3
30 DRAINAGE PLAN AND UTILITY PLAN - 4 DRP 4
31 DRAINAGE PLAN AND UTILITY PLAN - 5 DRP-5
32 DRAINAGL PLAN AND ul PLAN 6 DRP-6
33 MISCELLANEOUS TABLES MS -1
34 GENERA_ PLAN AND ELEVATION Si
XXX
35 S”AGING PLAN $-2
36 B GIN ABUIMEN PI ANAND VA ON S-3
7
TIF
37 END ABUTMENT - P_AN AND ELEVATION S-4
38 "NTEGRAL ABUTMEN7 SECTION AND DETAILS S-5
39 R- AINING WA DFIALS 5-6
40 PIER 1
- PLAN AND VATION $7
41 PIER 2 - PLAN AND £_£VATION S-8
42 B-ARING ANCI OR ROD DITA’ S 5-9
43 EXPANSION BEAR:NG DETAILS S-10
44 FIXED BEARING DETAI_S S-11
45 FRAMING Pi AN $-12
AFFIXSEALHARDESTY LUC
& FANOVER, ALTEREDBY DESIGN QUAL. Y ASSURANCL LNGIN LR
uBp sBuimpig
ON 2017
XXXXXXX, ON
XKKKKKKKKKK DATE
yEy
THIS DRAWING HAS UNDERGONE REVIEWS AS
Gg eg ae Tt
$0
OF 10
Aas
THE CONTRACT. DOCUMENTS
AS-BUILT
REVISIONS NYSDOTREGION8 PINBOW OF BRIDGES CULVERTS ALL DIMENSIONSINFT UNLESSOTHERWISE NOTED CONTRACT NUMBER
ALTERA
DESCRIPTION OF ON 5500719
NYSRTE 987DOVERSAW MILLRIVER 5500739 INDEX OF DRAWINGS
D300036
“OWNOF GREENBURGY
Sjoy
9870 RIVER
OVER SAW MILL DRAWING NO IND-2
SHIT
-
=
=
NO. 2
COUNTYWESTCHESTER REGION T
IAWN
Y4sn
8
RAWLS MY ae Daas WR BSR OF
SERS FSR AL
ES
EN
JEGTET SO
LA PE
CES OR LA SU
[Deparment
F114
Tipton | Transportation
AL IS Tt 1 LA SU
SHALLSTAMPTHE DOCUMENT
AND "HE
INCLUDE 'ALTERED
NOTATION BY “HEIR SIGNATURE,
BY" FOLLOWED THE DATeO- SUCHALER 10 ANDASPECIFIC DESCRTPTION
OF THEALTERATION
+
STARRUW00064
CONFIDENTIAL INFORMATION STARRUW00064
FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020
NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022
4
od
ED
5
24 fe
ee es
ES
53
2'-0"
SINGLESLOPE
5 '
|~
CONCRETEMEDIAN
BARRIER,
XXX
ITEM 606.3041
1-0"SHDR | |
|
1-0" SHLDR 1'-0"
TRANSVERSECURB
(TYP) CYP.)
1-0"TRANSVERSE
CURB
24h VARIES 11-0" 11-0" |
11'-0" 11-0" VARIES
2-4! /—poy BEAM GUIDE
RAIL
GUIDE CYP)
TRAVELLANE(SB) TRAVELLANE
RAL
SHOULDER TRAVELLANE(SB) TRAVELLANE(NB) (NB) SHOULDER
|
BOK BEAM
|
souee rN
4"TOP SOILANDESTABLISH
TURF(TYP.)-——~ -—MOWING STRIP (TYP.}-40"
REMOVE
TTEM 610.1601 608.020103
EXISTING
(ST. 523:57 0S.
|
\ MEDIAN RAIL
TO 524410) ane |
mS TEM 685.11
\
|
VARIES ROUND4"VAC.(TYP.)
NN
. 06 NS mci 2.8%
ARIES
2.8% 10 6.07) RETAINING WALL
524+10 TO STA.
(STA. 524469
aan Co =
=
12
—S /-—4" TOP SOIL
ANDESTABLISH
TURF (T*
/ TEM610.1601
\ \\ \ /
fo
WA A
\\ TION-1.5"
Document Filed Date
December 09, 2022
Case Filing Date
June 08, 2020
Category
Commercial - Insurance
For full print and download access, please subscribe at https://www.trellis.law/.
Preview
FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022 Exhibit I FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022 XXX BIN 5500719 AND BIN 5500/39 - ROUTE 98/D OVER SAW MILL RIVER SCOPE OF WORK - BIN 5500719 BIN 5500719 - ROUTE 987D OVER SAW MILL RIVER.THE REPLACEMENT OF THIS CONCRETE ARCH, SINGLE SPAN STRUCTURE WILL BE PERFORMED WITH STAGED CONSTRUCTION WHILE MAINTAINING2 WAY TRAFFIC ON THE SAW MILL RIVER PARKWAY. TEMPORARY WIDENING OF THE EXISTING STRUCTURE WILL BE PROVIDED ON THE NORTH SIDE OF THE BRIDGE TO ACCOMMODATE TRAFFIC REQUIREMENTS FOR STAGED CONSTRUCTION. TRAFFIC WILL BE MAINTAINED ON TWO LANES WITH THE USE OF TRAFFIC SIGNS PLACED IN CONFORMANCE WITH NYSDOT/MUTCD AND LOCAL COMMUNITY REQUIREMENTS. THE REPLACEMENT STRUCTURE WILL BE A THREE SPAN CONTINUOUS GALVANIZED STEEL SUPERSTRUCTURE WITH A 9.5 INCH THICK CONCRETE DECK. THE SUPERSTRUCTURE WILL BE SUPPORTED BY CONCRETE INTEGRAL ABUTMENTS WITH WING WALLS ON PILES AND MULTi- COLUMN CONCRETE PIERS SUPPORTED ON DRILLED SHAFTS. THE BRIDGE SPAN LENGTHS WILL BE 55 FEET, 80 FEET, AND 55 FEET MEASURE CENTER TO CENTER OF BEARINGS ALONG THE BRIDGE THE BRIDGE WILL BE JOINTLESS AND WILL HAVE AN OUT TO OUT WIDTH OF 70 FEET, 2 INCHES. THE BRIDGE WILL BE PROVIDED WITH STEEL BRIDGE RATL ON BOTH SIDES AND A SINGLE-SLOPED CONCRETE MEDIAN BARRIER AT THE CENTER ALL MEETING TL-4 SPECIFICATIONS. THE ABUTMENTS AND WING WALLS WILL BE PROVIDED WITH THE REQUIRED RIVER BANK PROTECTION AS SHOWN IN THE PLANS. SCOPE OF WORK - BIN 5500739 XXX STRUCTURE WILL BE PERFORMED WITH STAGED CONSTRUCTION WHILE MAINTAINING 2 WAY TRAFFIC ON THE SAW MILL RIVER PARKWAY. TRAFFIC WILL BE MAINTAINED ON TWO LANES WITH THE USE OF TRAFFIC SIGNS PLACED INCONFORMANCE WITH ONT NYSDOT/MUTCD AND LOCAL COMMUNITY REQUIREMENTS. AVY THE REPLACEMENT STRUCTURE WILL BE A THREE SPAN CONTINUOUS GALVANIZED STEEL SUPERSTRUCTURE WITH A 9.5 INCH THICK CONCRETE DECK. THE SUPERSTRUCTURE WILL BE SUPPORTED BY CONCRETE INTEGRAL ABUTMENTS WITH WING WALLS ON PILES AND MUL TI-COLUMNCONCRETE PIERS SUPPORTED ON DRILLED SHAFTS. THE BRIDGE SPAN LENGTHS WILL BE 45 FEET, 60 FEET, AND 45 FEET MEASURE CENTER TO CENTER OF BEARINGS ALONG THE BRIDGE 7.G.L. THE BRIDGE WILL BE JOINTLESS AND WILL HAVE AN OUT TO OUT WIDTH OF 82 FEET, 2 INCHES. THE BRIDGE WILL BE PROVIDED WITH STEEL BRIDGE RAIL ON BOTH SIDES AND A SINGLE-SLOPED CONCRETE. MEDIAN BARRIER AT THE CENTER ALL MEETING 7L-4 SPECIFICATIONS. THE ABUTMENTS AND WING WALLS WILL BE PROVIDED WITH THE REQUIRED RIVER BANK PROTECTION AS SHOWN IN THE PLANS. XXX CHECK BINS 5500719 AND 5500739 BIN 5500719 AND BIN5500739 - THE SAW MILL RIVER PARKWAY ALIGNMENT WILL BE SHIFTED TO THE EAST AWAY FROM THE SAW MILL RIVER FLOODWAY WIDTH TO IMPROVE THE BRIDGE AND RIVER HYDRAULICS. NEW PARKWAY ALIGNMENT PROVIDES A 3-FOOT Contos Clik MEDIAN SHOULDER ON THE SOUTHBOUND LANES TO WITH INLET GRATES IN SHOULDER. A NEW CONVEYANCE SYSTEM WILL BE PROVIDED TQ ACCOMMODATE THE NEW ROADWAY CONFIGURATION AND INCLUDES WATER QUALITY TREATMENT DEVICES PRIOR TO THE XXX OUTFALLS. NOT XXX UASVNVA AFFIXSEAL: HARDESTY LLC ALTEREDBY: DESIGN QUALITY ASSURANCE ENGINEER: UBp"ud|d & HANOVER, - Gor ON: 2017 XXXXXXX, ON: XXXXXXKXXXK DATE THIS DRAWING HAS UNDERGONE REVIEWS AS . RELEASED FOR CONSTRUCTION REQUIRED TO BE 111-9.2 AND UNDER DB SECTIONS 111-12.2 OF Wa ‘ TELT THE CONTRACT DOCUMENTS AS-BUILT REVISIONS NYSDOTREGION8 PIN8BOW.OF BRIDGES CULVERTS ALL DIMENSIONSINFT UNLESSOTHERWISE NOTED CONTRACT NUMBER ALTERATIONS: DESCRIPTION OF 5500719 XXX NYSRTE 987DOVERSAW MILLRIVER 5500739 LOCATION PLAN AND SCOPE OF WORK D300036 YOSTAUSdAS TOWNOF GREENBURGH ROUTE987D RIVER OVER SAW MILL DRAWING NO. NDA = = = WESTCHESTER COUNTY: REGION: SHEET NO.f INWN 4WLL/S1V0 Y4sn 8 IT THEY LICENSED NOISAG IS A VIOLATION OF LAW FOR ANY UNLESS PERSON, ARE ACTING UNDERTHE DIRECTION OFA PROFESSIONAL LANDSCAPE ENGINEER, ARCHITECT, ARCHITECT, ORLANDSURVEYOR, Newyork | Department P of Blea. F114 TO ALTERANITEM INANYWAY.IFAN ITEM THE BEARING STAMP OFA LICENSED PROFESSIONAL IS THE ALTERING ALTERED, LANDSCAPE ENGINEER, ARCHITECT, LAND ARCHITECT, OR SURVEYOR SHALLSTAMPTHE DOCUMENT AND THE INCLUDE "ALTERED NOTATION BY"FOLLOWEDBY THEIR SIGNATURE, THE DATEOF SUCH SPECIFIC DESCRIPTION OF ALTERATION, AND A THEALTERATION. | ransportation 1 + STARRUW00063 CONFIDENTIAL INFORMATION STARRUW00062 FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022 SHEET NUMBER DRAWING NUMBER DESCRIPTION DRAWINGNUMBER 1 LOCATION DRAWING AND SCOPE O- WORK IND-1 46 GIRDER DETAILS - GIRDER ELEVATION AND DIAPHRAGM DETAILS $-13 2 "NDEX OF DRAWINGS IND-2 47 GIRDER DETAILS - SPLICE DETAILS $-14 48 APPROAC4 SLAB DETAILS $-15 3 “YPICAL SECTIONS - 1 TYP-1 49 RAILING SECTION AND DETAILS S-16 4 YPICAL SLCIIONS 2 TYP-2 5 “YPICAL SECTIONS — 3 TYP-3 50 GENERAL PLAN AND © EVATION §-100 6 “YPICAL SECTIONS — 4 TYP-4 51 STAGING PLAN $-101 52 BEGIN ABUTMENT - PLAN AND ELEVATION §-102 7 KEY PLAN - KP-1 53 END ABUTMENT - PLAN AND §-103 1 ELEVA” 44 54 INTEGRAL ABUTMENT SECTION AND DETASLS $-104 8 GENERA PLAN - 1 GP-1 55 PIFR 1 - P AN AND Fl FVATION $-105 9 G_N-RA_ PLAN 2 GP-2 56 PIER2 - P_AN AND ELEVATION S-106 10 RA PLAN - 3 GP-3 57 BEARING ANCHOR ROD DE-AILS $-107 11 GENERA_ PLAN - 4 CP-4 58 EXPANSION BEARING DETAILS $-108 12 GENERA. PLAN - 5 GP-5 59 FIXED BEARING DETAILS 5-109 13 GENERA. PLAN - GP-6 60 FRAMING PLAN $-110 XXX 6 61 GIRDFR DFTA S - = =VATION AND DIAPHRAGM TAT S S-1it 14 PROFILE - 1 PR-1 62 GIRDER DETAILS - SPLICE DETAILS $-112 15 PROFILE - 2 PR 2 63 APPROACT SLAB DETAILS § 113 16 PROFILE - 3 PR-3 64 RAILING SECT.ON AND DETAILS $-114 17 PROFILE 4 PR-4 18 WORK ZONE TRAFFIC CONTROL SUGGESTED CONSTRUCTION SEQUENCE WZ7C-N7 19 ROUT} 987D SIAGL 1 AND 2 20 - STAGE WZ1C XXX ROUTE 987D 2 2 21 ROUTE 987D - STAGE 3 WZ 1C-3 22 ROUTT 987D STAGF 3 WZ1C-4 23 WORK ZONE TRAFFIC CONTROL SECTIONS - 1 WZXS-1 24 WORK ZONE [RAFF C CONTRO! SICIIONS 2 WZXS-2 25 WORK ZONE TRAFF.C CONTROL SECTIONS — 3 WZXS 3 26 WORK ZONE TRAFF:C CONTROL SECTIONS - 4 WZXS-4 27 DRAINAGE PLAN AND UTILITY PLAN - 1 DRP 1 - XXX 28 DRAINAGE PLAN AND UTILITY PLAN 2 DRP-2 29 DRAINAGL PLAN AND UIILITY PLAN 3 DRP-3 30 DRAINAGE PLAN AND UTILITY PLAN - 4 DRP 4 31 DRAINAGE PLAN AND UTILITY PLAN - 5 DRP-5 32 DRAINAGL PLAN AND ul PLAN 6 DRP-6 33 MISCELLANEOUS TABLES MS -1 34 GENERA_ PLAN AND ELEVATION Si XXX 35 S”AGING PLAN $-2 36 B GIN ABUIMEN PI ANAND VA ON S-3 7 TIF 37 END ABUTMENT - P_AN AND ELEVATION S-4 38 "NTEGRAL ABUTMEN7 SECTION AND DETAILS S-5 39 R- AINING WA DFIALS 5-6 40 PIER 1 - PLAN AND VATION $7 41 PIER 2 - PLAN AND £_£VATION S-8 42 B-ARING ANCI OR ROD DITA’ S 5-9 43 EXPANSION BEAR:NG DETAILS S-10 44 FIXED BEARING DETAI_S S-11 45 FRAMING Pi AN $-12 AFFIXSEALHARDESTY LUC & FANOVER, ALTEREDBY DESIGN QUAL. Y ASSURANCL LNGIN LR uBp sBuimpig ON 2017 XXXXXXX, ON XKKKKKKKKKK DATE yEy THIS DRAWING HAS UNDERGONE REVIEWS AS Gg eg ae Tt $0 OF 10 Aas THE CONTRACT. DOCUMENTS AS-BUILT REVISIONS NYSDOTREGION8 PINBOW OF BRIDGES CULVERTS ALL DIMENSIONSINFT UNLESSOTHERWISE NOTED CONTRACT NUMBER ALTERA DESCRIPTION OF ON 5500719 NYSRTE 987DOVERSAW MILLRIVER 5500739 INDEX OF DRAWINGS D300036 “OWNOF GREENBURGY Sjoy 9870 RIVER OVER SAW MILL DRAWING NO IND-2 SHIT - = = NO. 2 COUNTYWESTCHESTER REGION T IAWN Y4sn 8 RAWLS MY ae Daas WR BSR OF SERS FSR AL ES EN JEGTET SO LA PE CES OR LA SU [Deparment F114 Tipton | Transportation AL IS Tt 1 LA SU SHALLSTAMPTHE DOCUMENT AND "HE INCLUDE 'ALTERED NOTATION BY “HEIR SIGNATURE, BY" FOLLOWED THE DATeO- SUCHALER 10 ANDASPECIFIC DESCRTPTION OF THEALTERATION + STARRUW00064 CONFIDENTIAL INFORMATION STARRUW00064 FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 118 RECEIVED NYSCEF: 12/09/2022 4 od ED 5 24 fe ee es ES 53 2'-0" SINGLESLOPE 5 ' |~ CONCRETEMEDIAN BARRIER, XXX ITEM 606.3041 1-0"SHDR | | | 1-0" SHLDR 1'-0" TRANSVERSECURB (TYP) CYP.) 1-0"TRANSVERSE CURB 24h VARIES 11-0" 11-0" | 11'-0" 11-0" VARIES 2-4! /—poy BEAM GUIDE RAIL GUIDE CYP) TRAVELLANE(SB) TRAVELLANE RAL SHOULDER TRAVELLANE(SB) TRAVELLANE(NB) (NB) SHOULDER | BOK BEAM | souee rN 4"TOP SOILANDESTABLISH TURF(TYP.)-——~ -—MOWING STRIP (TYP.}-40" REMOVE TTEM 610.1601 608.020103 EXISTING (ST. 523:57 0S. | \ MEDIAN RAIL TO 524410) ane | mS TEM 685.11 \ | VARIES ROUND4"VAC.(TYP.) NN . 06 NS mci 2.8% ARIES 2.8% 10 6.07) RETAINING WALL 524+10 TO STA. (STA. 524469 aan Co = = 12 —S /-—4" TOP SOIL ANDESTABLISH TURF (T* / TEM610.1601 \ \\ \ / fo WA A \\ TION-1.5"