AMED2-CHANGS TRACK Master List PLANS AND SPECS Amendment 0002.pdf

Sort # Ammend.

No. SHT NO. SHT REF NO. CHANGES

1000 2 0 - - - ADDED "COMMERCIAL DRIVEWAY" TO BASE PLANS

1002 2 2 GI 001 Change Boring Logs Sheet 4 (Not Used) to Boring Logs Sheet 4 1002 2 2 GI 001 Change Boring Logs Sheet 5 (Not Used) to Boring Logs Sheet 5 1003 2 3 GI 002 Change Structural - Bridge Design to Structural Design 1003 2 3 GI 002 Add Structural - Bridge 1003 2 3 GI 002 Change Concrete and HMA Driveway and Sidewalk to Concrete Driveway and Sidewalk 1003 2 3 GI 002 Change New Bridge Plan and Elevation to New Bridge Plan and Elevations 1003 2 3 GI 002 Change Abutment Details - 1 to Abutment Details Sheet 1 1003 2 3 GI 002 Change Abutment Details - 2 to Abutment Details Sheet 2

1003 2 3 GI 002 Change Substructure Staging Plans Sheet-1 to Substructure Staging Plans and Elevations Sheet 1

1003 2 3 GI 002 Change Substructure Staging Plans Sheet-2 to Substructure Staging Plans and Elevations Sheet 2

1003 2 3 GI 002 Change Substructure Staging Plans Sheet-3 to Substructure Staging Plans and Elevations Sheet 3

1003 2 3 GI 002 Change Superstructure Staging Plan Sheet-1 to Superstructure Staging Cross-Sections Sheet

1003 2 3 GI 002 Change Superstructure Staging Plan Sheet-2 to Superstructure Staging Cross-Sections Sheet

1003 2 3 GI 002 Change Soldier Pile Walls Plan Sheet-1 to Soldier Pile Walls Plan and Elevation Sheet 1 1003 2 3 GI 002 Change Soldier Pile Walls Plan Sheet-2 to Soldier Pile Walls Plan and Elevation Sheet 2 1003 2 3 GI 002 Change Soldier Pile Walls Plan Sheet-3 to Soldier Pile Walls Plan and Elevation Sheet 3 1003 2 3 GI 002 Change Modular Wall Plan and Details Sheet-1 to Modular Wall Plan and Details Sheet 1 1003 2 3 GI 002 Change Modular Wall Plan and Details Sheet-2 to Modular Wall Plan and Details Sheet 2 1003 2 3 GI 002 Change No Used to Composite Wall to T-Wall Details 1003 2 3 GI 002 Add Sheet Reference No. 5-533

1003 2 3 GI 002 Change T-Wall Layout Plan and Profile Sta. 9+63.14 to Sta. 10+89.83 to T-Wall Layout Plan and Profile Sta. 9+63.72 to Sta. 10+89.83

1004 2 4 GI 003 Change Handrail Details to Railing Details 1004 2 4 GI 003 Change I-Wall to T-Wall Details to Composite Wall to T-Wall Details 1004 2 4 GI 003 Change Not Used to Typical Section 1004 2 4 GI 003 Add Sheet Reference No. S-306

1004 2 4 GI 003 Change Not Used to Pumpstation GL-4 Pumping Facility Lighting Pole Foundation Details

1004 2 4 GI 003 Add Reference No. S-534

1004 2 4 GI 003 Change Electrical Part Plans Sluice Gate Nos. 1,2 3, 4 and 5 to Electrical Part Plans Sluice Gates # 1, 2, 3, 4, and 5

1004 2 4 GI 003 Change Electrical Part Plans Sluice Gate Nos. 6, 7, 8, 9 and 10 to Electrical Part Plans Sluice Gates # 6, 7, 8, 9 and 10

1004 2 4 GI 003 Change Not Used to Pump Station GL-4 Intrusion Alarm System Plan & Riser 1004 2 4 GI 003 Add Sheet Reference No. E-604 1006 2 6 GI 005 Add Gabion Mattress and Articulated Concrete Block Legend

1007 2 7 GI 006 Revise General Notes No. 1 delete the word "The Specifications and add quotation before N.J.D.O.T.

1010 2 10 B-102 Revise Boring B-7 Location 1011 2 11 B-103 Revise Boring B-8 and Boring B-9 Location 1012 2 12 B-104 Revise Boring B-10, Boring B-11 and Boring B-12 Location 1012 2 12 B-104 Delete word Lot 6 under Boring to be performed by URS 1013 2 13 B-105 Revise Boring B-13 Location

1016.1 2 16A B-604 New Sheet

1016.2 2 16B B-605 New Sheet 1018 2 18 CS402 Add Match Line Sta. 15+50 Sheet CS403 1018 2 18 CS402 Add Bar Scale 1019 2 19 CS403 Add Match Line Sta. 15+50 Sheet CS402 1019 2 19 CS403 Add Bar Scale 1019 2 19 CS403 Add Temporary Levee Tie-Off Berm Alignment and Table

1019 2 19 CS403 Correct spelling in sheet title " FLOODWALL AND LEEVE" TO FLOODWALL AND LEVEE

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1021 2 21 C-101 Add callout 4' High Fence on Top of the Wall (see Sheet C-538) 1021 2 21 C-101 Revise callout Grassed Interior Drainage Swale to 2' Wide Grass Lined Swale 1022 2 22 C-102 Add callout 2' Wide Grass Lined Swale 1022 2 22 C-102 Delete Grassed Interior Drainage Swale callout 1024 2 24 C-104 Change 30 LF 6" PVC @ 2.0% to 22 LF 6" PVC @ 2.0% 1024 2 24 C-104 Revise callout Vegetated Levee Toe Swale to 2' Wide Vegetated Levee Toe Swale

1024 2 24 C-104 Revise callout Construct New Fence Adjacent to Wall Top of Fence to be Set 48" Above Top of Wall to Construct New Fence Adjacent to Wall, Top of Fence to be Set 48" Above Ground

1024 2 24 C-104 Add callout Begin Fence Sta. 18+96.50 1024 2 24 C-104 Add callout New Fence Adjacent to Wall, Top of Fence 48" Above Ground 1024 2 24 C-104 Add callout End Fence Sta. 20+61.70 1024 2 24 C-104 Add callout PVI Sta. 20+60 El. 49.50 1024 2 24 C-104 Add callout PVI Sta. 21+80 El. 49.50 1024 2 24 C-104 Add callout PVI Sta. 24+63.48 El. 49.60 1024 2 24 C-104 Add callout 2 1/2:1 Slope 1025 2 25 C-105 Revise callout Vegetated Levee Toe Swale to 2' Wide Vegetated Levee Toe Swale

1025 2 25 C-105 Revise callout Temporary Levee Tie-Off Berm (To be removed when Segment-B is constructed) to Temporary Levee Tie-Off Berm for Profile and Detail, See Sheet C-533 (To Be Removed By Others)

1025 2 25 C-105 Add callout PVI Sta. 26+78.26 El. 51.00 1025 2 25 C-105 Add callout & Overtopping Location PVI Sta. 27+28.26 El. 50.6 1025 2 25 C-105 Add callout PVI Sta. 27+78.26 El. 51.20 1025 2 25 C-105 Add callout End of Levee PVI Sta. 29+30 El. 51.50 1025 2 25 C-105 Revise callout X El. 40.00 to Top of Berm El. 40.00 1025 2 25 C-105 Add callout 2 1/2:1 Slope 1025 2 25 C-105 Add callout 4:1 Slope 1025 2 25 C-105 Add callout 5:1 Slope 1025 2 25 C-105 Revise Articulated Concrete Block Hatch 1025 2 25 C-105 Revise Gabion Hatch

1026 2 26 C-106 Move callout "FORM NEW INLET ADJACENT TO EXIST. CONNECT W/ 18" OPENING"

FOR CLARITY

1027 2 27 C-201 Delete extra leader 1028 2 28 C-202 Revise callout & Sebrings Mills Road to Sebrings Mills Road/Greenbrook Road

1028 2 28 C-202 Revise top of Temporary Levee Tie-Off Berm El. 40.00 (To be removed when Segment-B is constructed) to Temporary Levee Tie-Off Berm El. 40.00 (To Be Removed By Others) See Typ. Section Sheet C-533

1028 2 28 C-202 Revise callout Levee Overtopping Area...(See Details) to Levee Overtopping Area...(See Details Sheet C-539)

1028 2 28 C-202 Revise callout Elev. 51.00 to PVI Sta. 26+78.26 Elev. 51.00 1028 2 28 C-202 Revise callout Elev. 51.20 to PVI 27+78.26 Elev. 51.20 1028 2 28 C-202 Add 4:1 Slope 1029 2 29 C-301 Add Fence Line and callout 4' High Fence 1029 2 29 C-301 Revise Wall Shape 1030 2 30 C-302 Revise Wall Shape 1030 2 30 C-302 Revise text size 1031 2 31 C-303 Revise Wall Shape 1031 2 31 C-303 Revise text size 1032 2 32 C-304 Revise Wall Shape 1032 2 32 C-304 Add Drainage Structure No. 5 to Sec. at Sta. 10+50 1033 2 33 C-305 Revise Wall Shape 1033 2 33 C-305 Add Drainage Structure No. 6 to Sec. at Sta. 14+00 1034 2 34 C-306 Revise Wall Shape 1034 2 34 C-306 Revise text size 1035 2 35 C-307 Revise Wall Shape 1036 2 36 C-308 Revise callout Paved Levee to Top of Paved Levee (Typ.) (See Detail Sheet C-533) 1036 2 36 C-308 Revise callout Limit of Pavement to Limit of Pavement (See Sheet CS101) 1036 2 36 C-308 Revise callout Grubbing and Clearing to 1' Deep Stripping

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1036 2 36 C-308 Revise text size

1037 2 37 C-309 Revise callout Paved Levee Top (Typ.) to Top of Paved Levee (Typ.) (See Detail Sheet C- 533)

1037 2 37 C-309 Add callout 1' Deep Stripping 1037 2 37 C-309 Add callout Levee (Typ.)

1037 2 37 C-309 Revise text size 1038 2 38 C-310 Revise callout Paved Levee Top (Typ.) to Top of Levee (Typ.) (See Detail Sheet C-533) 1038 2 38 C-310 Revise callout Grubbing and Clearing to 1' Deep Stripping 1038 2 38 C-310 Add callout Levee (Typ.)

1038 2 38 C-310 Revise text size 1039 2 39 C-311 Revise callout Paved Levee Top (Typ.) to Top of Levee (Typ.) (See Details Sheet C-533) 1039 2 39 C-311 Revise callout Grubbing Clearing to 1' Deep Stripping 1039 2 39 C-311 Add callout Levee (Typ.)

1039 2 39 C-311 Revise text size 1040 2 40 C-312 Revise callout Paved Levee Top (Typ.) to Top of Paved Levee (See Detail Sheet C-533) 1040 2 40 C-312 Revise callout Grubbing and Clearing to 1' Deep Stripping

1040 2 40 C-312 Revise callout 6" Thick...from Sta. 27+36 to 28+36 (See Details CG504) to 6" Thick...from Sta.

26+78.26 to 27+78.26 (See Detail C-539)

1040 2 40 C-312 Add callout Levee (Typ.)

1040 2 40 C-312 Revise text size

1041 2 41 C-313 Revise callout Paved Levee Top (Typ.) to Top of Paved Levee (Typ.) (See Detail Sheet C- 533)

1041 2 41 C-313 Revise callout Grubbing and Clearing to 1' Deep Stripping 1041 2 41 C-313 Add callout Levee (Typ.)

1041 2 41 C-313 Revise text size 1042 2 42 C-314 Revise Section at Sta. 29+50 1042 2 42 C-314 Revise text size

1043 2 43 C-501

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER " TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1043 2 43 C-501 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1043 2 43 C-501 Revise callout 24"ø RCP to 12 L.F. 24"ø RCP 1043 2 43 C-501 Revise callout Riprap swale Inv. El. 28.25 to 24" THICK RIPRAP SWALE INV. EL. 28.25 1043 2 43 C-501 Revise wall configuration 1043 2 43 C-501 Remove riprap hatch from SECTION A-A

1043 2 43 C-501 ADD FLOW DIRECTIONAL ARROWS

1043 2 43 C-501 ADD 2.5:1 SLOPE

1043 2 43 C-501 ADD SLOPE SYMBOLS TO PLAN

1043 2 43 C-501 SHORTEN LINE UNDER TITLE PLAN

1043 2 43 C-501 DARKEN LINES UNDER TITLES

1043 2 43 C-501 Extend leader of callout 24" Thick riprap swale to center of swale

1044 2 44 C-502

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1044 2 44 C-502 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1044 2 44 C-502 Revise callout 24"ø RCP to 9 L.F. 24"ø RCP 1044 2 44 C-502 Revise callout Riprap swale Inv. El. 31.65 to 24" THICK RIPRAP SWALE INV. EL. 31.65 1044 2 44 C-502 Revise callout 24"ø RCP Inv. Out El. 32.40 to INV. OUT EL. 32.40 1044 2 44 C-502 Add callout 9 L.F. 24"ø RCP 1044 2 44 C-502 Revise wall configuration 1044 2 44 C-502 Remove riprap hatch from SECTION A-A

1044 2 44 C-502 ADD FLOW DIRECTIONAL ARROWS

1044 2 44 C-502 ADD 2.5:1 SLOPE

1044 2 44 C-502 ADD SLOPE SYMBOLS TO PLAN

1044 2 44 C-502 DARKEN LINES UNDER TITLES

1044 2 44 C-502 Extend leader of callout 24" Thick riprap swale to center of swale

1045 2 45 C-503

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1045 2 45 C-503 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1045 2 45 C-503 Revise callout 24"ø RCP to 8.5 L.F. 24"ø RCP 1045 2 45 C-503 Revise callout Riprap swale Inv. El. 30.25 to 24" THICK RIPRAP SWALE INV. EL. 30.25 1045 2 45 C-503 Revise callout 24"ø RCP Inv. Out El. 31.00 to INV. OUT EL. 31.00 1045 2 45 C-503 Add callout 8.5 L.F. 24"ø RCP 1045 2 45 C-503 Revise wall configuration

1045 2 45 C-503 ADD FLOW DIRECTIONAL ARROWS

1045 2 45 C-503 ADD 2.5:1 SLOPE

1045 2 45 C-503 ADD SLOPE SYMBOLS TO PLAN

1045 2 45 C-503 Extend leader of callout 24" Thick riprap swale to center of swale 1045 2 45 C-503 Add Callout RISING STEM

1046 2 46 C-504

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1046 2 46 C-504 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1046 2 46 C-504 Revise callout 24"ø RCP to 8.5 L.F. 24"ø RCP 1046 2 46 C-504 Revise callout Riprap swale Inv. El. 30.25 to 24" THICK RIPRAP SWALE INV. EL. 30.25 1046 2 46 C-504 Revise callout 24"ø RCP Inv. Out El. 31.00 to INV. OUT EL. 31.00 1046 2 46 C-504 Add callout 8.5 L.F. 24"ø RCP 1046 2 46 C-504 Revise wall configuration

1046 2 46 C-504 ADD FLOW DIRECTIONAL ARROWS

1046 2 46 C-504 ADD 2.5:1 SLOPE

1046 2 46 C-504 ADD SLOPE SYMBOLS TO PLAN

1046 2 46 C-504 Extend leader of callout 24" Thick riprap swale to center of swale

1047 2 47 C-505

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1047 2 47 C-505 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1047 2 47 C-505 Revise callout 24"ø RCP to 13.5 L.F. 24"ø RCP 1047 2 47 C-505 Revise callout Riprap swale Inv. El. 27.00 to 24" THICK RIPRAP SWALE INV. EL. 27.00 1047 2 47 C-505 Revise callout 24"ø RCP Inv. Out El. 27.75 to INV. OUT EL. 27.75 1047 2 47 C-505 Add callout 13.5 L.F. 24"ø RCP 1047 2 47 C-505 Revise wall configuration 1047 2 47 C-505 Remove riprap hatch from SECTION A-A

1047 2 47 C-505 ADD FLOW DIRECTIONAL ARROWS

1047 2 47 C-505 ADD 2.5:1 SLOPE

1047 2 47 C-505 ADD SLOPE SYMBOLS TO PLAN

1047 2 47 C-505 Extend leader of callout 24" Thick riprap swale to center of swale 1047 2 47 C-505 Move callout OUTLET CHAMBER for clarity 1047 2 47 C-505 Revise callout 24"x24" Square openi to 24"X24" SQUARE OPENING

1048 2 48 C-506

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1048 2 48 C-506 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1048 2 48 C-506 Revise callout 24"ø RCP to 13.5 L.F. 24"ø RCP 1048 2 48 C-506 Revise callout Riprap swale Inv. El. 28.10 to 24" THICK RIPRAP SWALE INV. EL. 28.10 1048 2 48 C-506 Revise callout 24"ø RCP Inv. Out El. 28.85 to INV. OUT EL. 28.85 1048 2 48 C-506 Add callout 13.5 L.F. 24"ø RCP 1048 2 48 C-506 Revise wall configuration 1048 2 48 C-506 Remove riprap hatch from SECTION A-A

1048 2 48 C-506 ADD FLOW DIRECTIONAL ARROWS

1048 2 48 C-506 ADD 2.5:1 SLOPE

1048 2 48 C-506 ADD SLOPE SYMBOLS TO PLAN

1048 2 48 C-506 Extend leader of callout 24" Thick riprap swale to center of swale 1048 2 48 C-506 Add callout 12" D50 RIPRAP ARMOR 1048 2 48 C-506 Delete dimension 8'-6" from SECTION A-A

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1049 2 49 C-507

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1049 2 49 C-507 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1049 2 49 C-507 Revise callout 24"ø RCP to 13.5 L.F. 24"ø RCP 1049 2 49 C-507 Revise callout Riprap swale Inv. El. 28.25 to 24" THICK RIPRAP SWALE INV. EL. 28.25 1049 2 49 C-507 Revise callout 24"ø RCP Inv. Out El. 29.00 to INV. OUT EL. 29.00 1049 2 49 C-507 Add callout 13.5 L.F. 24"ø RCP 1049 2 49 C-507 Revise wall configuration 1049 2 49 C-507 Remove riprap hatch from SECTION A-A

1049 2 49 C-507 ADD FLOW DIRECTIONAL ARROWS

1049 2 49 C-507 ADD 2.5:1 SLOPE

1049 2 49 C-507 ADD SLOPE SYMBOLS TO PLAN

1049 2 49 C-507 Extend leader of callout 24" Thick riprap swale to center of swale 1049 2 49 C-507 Add callout 36" SWALE 1049 2 49 C-507 Delete line under DRAINAGE STRUCTURE NO. 7 and DRAINAGE STRUCTURE NO. 8 1049 2 49 C-507 Delete dimension 8'-6" From SECTION A-A 1049 2 49 C-507 Point leader for DRAINAGE STRUCTURE NO. 7 TO the structure not to the pipe 1049 2 49 C-507 Point leader for DRAINAGE STRUCTURE NO. 8 TO the structure not to the pipe 1049 2 49 C-507 Delete callout 24" Swale

1050 2 50 C-508

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1050 2 50 C-508 Revise callout riprap swale to 24" THICK RIPRAP SWALE 1050 2 50 C-508 Revise callout 24"ø RCP to 14 L.F. 24"ø RCP 1050 2 50 C-508 Revise callout Riprap swale Inv. El. 29.00 to 24" THICK RIPRAP SWALE INV. EL. 29.00 1050 2 50 C-508 Revise callout 24"ø RCP Inv. Out El.28.75 to INV. OUT EL.28.75 1050 2 50 C-508 Add callout 14 L.F. 24"ø RCP 1050 2 50 C-508 Revise wall configuration 1050 2 50 C-508 Remove riprap hatch from SECTION A-A

1050 2 50 C-508 ADD FLOW DIRECTIONAL ARROWS

1050 2 50 C-508 ADD 2.5:1 SLOPE

1050 2 50 C-508 ADD SLOPE SYMBOLS TO PLAN

1050 2 50 C-508 Extend leader of callout 24" Thick riprap swale to center of swale 1050 2 50 C-508 Add callout 12" D50 RIPRAP ARMOR 1050 2 50 C-508 Revise callout 22 LF 24"ø RCP to 20 L.F. 24"ø RCP 1050 2 50 C-508 Delete dimension 8'-6" from SECTION A-A 1050 2 50 C-508 Revise dimension 8.50' to 8'-6" in plan

1051 2 51 C-509

Revise Note no. 2. "FILLER MATERIAL AND DIMENSION TO BE PROVIDED AFTER

INSTALLATION OF SLUICE GATE AS RECOMMENDED BY SLUICE GATE

MANUFACTURER" TO " CONFIGURATION OF RECESS FOR SLUICE GATE BOTTOM

AND FILLER MATERIAL TO BE PRE RECOMMENDATION OF SLUICE GATE

MANUFACTURER"

1051 2 51 C-509 Revise callout 24"ø RCP to 51 L.F. 24"ø RCP 1051 2 51 C-509 Revise callout 24"ø RCP to 36 L.F. 24"ø RCP 1051 2 51 C-509 ADD 3:1 SLOPE in riprap scour hole 1051 2 51 C-509 Add callout LEVEE 1051 2 51 C-509 Revise callout 24"ø RCP to 51 L.F. 24"ø RCP

1051 2 51 C-509 Revise callout MJ bell & flange sluice gate wall thimble to MJ BELL & FLANGE ADAPTOR

BUTTED UP TO SLUICE GATE WALL THIMBLE TO RECEIVE RCP PIPE

1051 2 51 C-509 Revise callout Chain link fence see sheet C-534 to 4' High CHAIN LINK FENCE SEE SHEET C-534

1052 2 52 CD101 Revise general notes no. 7, delete the word field engineer and add CONTRACTING OFFICER

1053 2 53 CG501 Revise font type and size 1053 2 53 CG501 Revise titles font type and size

1056 2 56 CG101

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

1056 2 56 CG101 Add word NOTES:

1056 2 56 CG101 Add callout TEMPORARY STONE CHECK DAM (TYP.)

1056 2 56 CG101 Add temporary stone check dam location

1057 2 57 CG102

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1057 2 57 CG102 Add word NOTES:

1057 2 57 CG102 Add callout TEMPORARY STONE CHECK DAM (TYP.)

1057 2 57 CG102 Add temporary stone check dam location

1058 2 58 CG103

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

1058 2 58 CG103 Add word NOTES:

1058 2 58 CG103 Add callout TEMPORARY STONE CHECK DAM (TYP.)

1058 2 58 CG103 Add temporary stone check dam location

1059 2 59 CG104

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

1059 2 59 CG104 Add word NOTES:

1059 2 59 CG104 Add callout TEMPORARY STONE CHECK DAM (TYP.)

1059 2 59 CG104 Add temporary stone check dam location

1060 2 60 CG105

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

1060 2 60 CG105 Add word NOTES:

1061 2 61 CG106

Add note no. 1 " ALL SEDIMENT AND EROSION CONTROL MEASURES EXCEPT RIPRAP

AND PERMANENT VEGETATION ARE TEMPORARY AND SHALL BE REMOVED BY

CONTRACTOR WHEN NO LONGER REQUIRED"

1061 2 61 CG106 Add word NOTES:

1066 2 66 C-315 ADDED TRAFFIC DIRECTIONAL ARROWS

1067 2 67 C-316 ADDED RIPRAP; ADDED DIRECTIONAL ARROWS

1068 2 68 C-317 ADDED NON-VEGETATIVE NOTE; ADDEDED DIRECTIONAL ARROWS

1068 2 68 C-317 REVISED TEXT WEIGHTS

1069 2 69 CP-101 ADDED NON-VEGETATIVE HATCHING AND NOTES; ADDED SPRINKLER NOTE

1069 2 69 CP-101 REVISED FONTS

1073 2 73 CT-101 ADDED DIRECTIONAL ARROWS; ADDED CALLOUT NOTE

1073 2 73 CT-101 REVISED FONTS

1074 2 74 CU-101 CLARIFIED BEAM GUIDE RAIL NOTE; ADDED SPRINKLER NOTE

1074 2 74 CU-101 REVISED FONTS

1075 2 75 CT-501 REVISED FONTS AND WEIGHTS

1076 2 76 CT-502 REVISED FONTS

1080 2 80 CT506 Revised Ref. Sheet number from CT516 to CT506 1093 2 93 CS101 Delete callout T.O.W. EL. 45.50 1093 2 93 CS101 Delete callout T.O.W. EL. 41.00 1093 2 93 CS101 Delete callout T.O.W. EL. 38.00 1093 2 93 CS101 Add leader to ALUM. FENCE 1093 2 93 CS101 Add fence line to the south side of the control building 1093 2 93 CS101 Add edge of pavement line between control building and pump station 1093 2 93 CS101 Add edge of pavement line to the northeast corner of the pump station 1093 2 93 CS101 Add (4) light poles and callout to the " LIGHT POLE" 1093 2 93 CS101 Change word (see dwg. C-534) to ( SEE SHEET C-534) 1093 2 93 CS101 Revise pump station roof hatch locations 1093 2 93 CS101 Relocate water meter and non-freeze hose bib 1093 2 93 CS101 Add callout GATE, SEE DETAIL SHEET C-534 1093 2 93 CS101 Add callout ALUMINUM FENCE SEE DETAIL SHEET C-538

1093 2 93 CS101

revise callout 4'-0"x4'-0"x4" deep conc. Pad w/ wire mesh laid over 4" crushed stone to SET

AT GRADE 4'-0"X4'-0"X4" DEEP CONC. PAD W/WELDED WIRE FABRIC 6X6-W1.4XW1.4 .

PROVIDE 4" CRUSHED STONE UNDER THE ENTRANCE PAD. THE SOIL UNDER THE

CRUSHED STONE SHALL BE COMPACTED TO 95%

1094 2 94 C-107 Change title invert plan to LOWER PLAN @ EL. 30.50 1094 2 94 C-107 Revise callout El.29.40 to EL. 29.50 1094 2 94 C-107 Add callout EL. 29.40 1094 2 94 C-107 Revise wingwall tie to pump station 1094 2 94 C-107 Revise callout Main Pump to PUMP 1094 2 94 C-107 Darken line under title 1095 2 95 C-108 Revise Aluminum hatchs locations 1095 2 95 C-108 Revise title Upper Plan to UPPER PLAN @ EL. 52.75

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1095 2 95 C-108 Revise stair 1095 2 95 C-108 Revise wingwall tie to pump station 1095 2 95 C-108 Extend fence to end of wall and wingwall

1095 2 95 C-108 Revise callout Aluminum fence (typ.) (see dwg. C-538) to ALUMINUM FENCE (TYP.) (SEE

SHEET C-538)

1095 2 95 C-108 Add callout RAILING (TYP.)

1095 2 95 C-108 Revise wall thickness west of the trash rack 1095 2 95 C-108 Darken line under title 1096 2 96 C-329 Revise stair treads and risers 1096 2 96 C-329 Revise fence and wall 1096 2 96 C-329 Add dimensions 5'-0", 12'-0", 36'-0" and 12'-0" 1096 2 96 C-329 Add dimensions 17'-6", 7'-0", 7'-0", 7'-0" and 22'-0" 1096 2 96 C-329 Add callout FOR DIMENSION SEE UPPER PLAN SHEET S-107 1096 2 96 C-329 Add callout EL. 22.75 1096 2 96 C-329 Add line under titles 1097 2 97 C-330 Add wall Thimble 1097 2 97 C-330 Add slope 1:1 1097 2 97 C-330 Add slope 5:1 1097 2 97 C-330 Remove wall background from SECTION A

1097 2 97 C-330 Revise callout to be furnished by pump manufacturer to S. STEEL SPILITTER AND DIVIDER

PLATES TO BE FURNISHED BY PUMP MANUFACTURER

1097 2 97 C-330 Add callout 90° ELBOW TO BE FURNISHED BY PUMP MANUFACTURER 1097 2 97 C-330 Add 90° ELBOW 1097 2 97 C-330 Darken lines under titles 1098 2 98 C-331 Revise callout EL. 30.20 to EL. VARIES 1098 2 98 C-331 Revise callout EL. 30.00 to EL. VARIES 1098 2 98 C-331 Revise top of wall in SECTION c to El. 50.00 1098 2 98 C-331 Add fence on top of wall in SECTION C 1098 2 98 C-331 Add callout ALUMINUM FENCE 1098 2 98 C-331 Revise callout Railing to REMOVABLE RAILING in SECTION C 1098 2 98 C-331 Remove railing from SECTION D 1098 2 98 C-331 Revise callout EL. 30.50 to EL. VARIES 1098 2 98 C-331 Revise callout EL. 30.00 to EL. VARIES 1098 2 98 C-331 Revise top of wall from El. 50.72 to El. 50.00 1098 2 98 C-331 Add fence on top of wall 1098 2 98 C-331 Revise callout 50.75 to 50.00 1098 2 98 C-331 Revise top of wall from El. 41.00 to El. 43.50 1098 2 98 C-331 Add callout ALUMINUM FENCE 1098 2 98 C-331 Revise callout Main pump No. 1 to PUMP NO.1 1098 2 98 C-331 Revise callout EL. 27.00 to EL. VARIES 1098 2 98 C-331 Add callout EL. 50.00 1098 2 98 C-331 Revise title DETAIL D TO DETAIL 1 1098 2 98 C-331 Add DETAIL 2 1098 2 98 C-331 Add REMOVABLE RAILING DETAIL

1098 2 98 C-331 Add note " NOTE: FOR TOP OF BASE SLAB ELEVATION SEE DWG. C-107 AND ROOF

SLAB ELEVATION SEE DWG. C-108

1098 2 98 C-331 Add bar scale SCALE 3"=1' 1098 2 98 C-331 Darken line under titles

1099 2 99 C-510 Revise callout Chain link fence see dwg. C-534 to CHAIN LINK FENCE SEE SHEET C-534 1099 2 99 C-510 Revise callout Main pump (typ.) to PUMP (TYP.)

1099 2 99 C-510 Revise back ground 1099 2 99 C-510 Add title PLAN 1099 2 99 C-510 Add title SECTION

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1099 2 99 C-510 Add callout 3" NON SHRINK GROUT ALL AROUND (TYP.)

1099 2 99 C-510 Add grout around pipe 1099 2 99 C-510 correct the title font and size 1099 2 99 C-510 Darken line under title

1101 2 101 C-512 REVISED TEXT FONTS AND TEXT SIZE

1102 2 102 C-513 REVISED TEXT FONTS AND TEXT SIZE

1103 2 103 C-514 REVISED TEXT FONT SPACING

1104 2 104 C-515 REVISED LEVELS, TEXT, FONTS, AND SIZE

1106 2 106 C-517 REVISED TITLE

1108 2 108 C-519 ADDED N.T.S.TO DETAILS AND REVISED TEXT AND LEVELS

1109 2 109 C-520 ADDED N.T.S.TO DETAILS

1112 2 112 C-523 REVISED LEVELS, TEXT, FONTS, AND SIZE

1113 2 113 C-524 FILLED TRAFFIC DIRECTION SYMBOLS

1115 2 115 C-526 FILLED TRAFFIC DIRECTION SYMBOLS

1116 2 116 C-527 REVISED LEVELS, TEXT, FONTS, AND SIZE

1117 2 117 C-528 REVISED LEVELS, TEXT, FONTS, AND SIZE

1120 2 120 C-531 FILLED IN U-POSTS

1121 2 121 C-532 REVISED LEVELS, TEXT, FONTS, AND SIZE

1122 2 122 C-533 Revise title " typical section access roads and levee surfacing " to " TYPICAL LEVEE

SURFACING SECTION"

1122 2 122 C-533 Revise cross section downstream slope protection temporary levee tie-off berm betail 1122 2 122 C-533 Add TEMPORARY LEVEE TIE-OFF BERM PROFILE 1122 2 122 C-533 Add TYPICAL SECTION RIP RAP SWALE AT 24" PIPE OUTFALLS 1122 2 122 C-533 Add BAR SCALES 1122 2 122 C-533 Move utility crossing detail to sheet C-534 1122 2 122 C-533 Move concrete cradles detail to sheet C-534 1123 2 123 C-534 Add CONCRETE CRADLES DETAIL 1123 2 123 C-534 Add UTILITY CROSSING DETAIL 1123 2 123 C-534 Revise dimension 6'-0" H or 4'-0"H to 4'-0" HIGH

1129 2 129 L-101 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1129 2 129 L-101 Add note no. 2 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1130 2 130 L-102 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1130 2 130 L-102 Add note no. 2 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1131 2 131 L-103 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1131 2 131 L-103 Add note no. 2 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1132 2 132 L-104 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1132 2 132 L-104 Add note no. 4 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1132 2 132 L-104 ADDED TREE PROTECTION NOTE

1133 2 133 L-105 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1133 2 133 L-105 Add note no. 2 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1134 2 134 L-106 Revise Note no. 1 "see topsoil and seeding specification for seed mix composition " to SEE

SHEET LP002 FOR SEED MIX COMPOSITION

1134 2 134 L-106 Add note no. 2 " TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED BETWEEN

MARCH 15 AND JULY 31 IN ORDER TO COMPLY WITH THE MIGRATORY BIRD ACT"

1134 2 134 L-106 Add callout TREE TO REMAIN PROTECT DURING CONSTRUCTION 1134 2 134 L-106 Add callout DECIDUOUS TREE BLACK LOCUST 8'-10'

1134 2 134 L-106 ADDED TREE PROTECTION NOTE; ADDED TREE ITEM

1137 2 137 LP001 Revise planting notes no. 12 " loops at the end of two (2) year guarantee period." to LOOPS

AT THE END OF ONE (1) YEAR GUARANTEE PERIOD.

1137 2 137 LP001

Revise planting specification: n0. 7 A: contractor shall guarantee all plants for period of two (2) year. To CONTRACTOR SHALL GUARANYEE ALL PLANTS FOR PERIOD OF ONE (1)

YEAR.

1138 2 138 LP002

Revise seeding specifications/notes no. 9 seeding periods " refer to specification #### erosion and sediment control " to REFER TO NOTE ON SHEET CG002 EROSION AND SEDIMENT

CONTROL

1138 2 138 LP002 Revise WETLAND MIX TABLE

1139 2 139 S-001 REVISED "GENERAL BRIDGE NOTES" TO "BRIDGE GENERAL NOTES".

1139 2 139 S-001 REVISED "PUMP STATION GENERAL NOTES" TO "PUMP STATION AND CONTROL

BUILDING GENERAL NOTES".

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1139 2 139 S-001 REVISED DESIGN LOADS SECTION.

1139 2 139 S-001 DESIGN STRESS HAS BEEN REVISED FROM "3500 PSI" TO "4000 PSI"

1139 2 139 S-001 CONCRETE NOTES HAVE BEEN ADDED

1139 2 139 S-001 Clarified Pump Station Code to be IBC; revised Seismic notes for Pump Station and Bridge

1140 2 140 S-002 CONCRETE DESIGN STRESS REVISED FROM "3500 PSI" TO "4000 PSI"

1140 2 140 S-002 FLOOD WALL GENERAL NOTES: CONCRETE NOTE (N) HAS BEEN ADDED

1140 2 140 S-002 FLOOD WALL GENERAL NOTES: SHEET PILING NOTE (B) HAS BEEN ADDED

1140 2 140 S-002 FLOOD WALL GENERAL NOTES: COMPOSITE WALL NOTES HAVE BEEN ADDED

1141 2 141 S-101 CHANGED "DWG" TO "SHEET"

1141 2 141 S-101 CHANGED NOTE 1: "EXISTING" TO "PROPOSED"

1141 2 141 S-101 CHANGED BOTTOM OF FOTTINF ELEVATION TO SCALE

1142 2 142 S-102 CHANGED "DWG" TO "SHEET"

1142 2 142 S-102 CHANGED "GUARD RAIL" TO "GUIDE RAIL"

1143 2 143 S-201 CHANGED DIMENSION "16'-5 7/8"" TO "16'-6""

1143 2 143 S-201 CHANGED DIMENSION "5'-1/8"" TO "5'-0""

1143 2 143 S-201 Added Gas and Water Main sizes and clarified casing, removed (by others)

1144 2 144 S-401 CHANGED "DWG" TO "SHEET"

1144 2 144 S-401 ADDED DIMENSION 26'-6" TO PROPOSED NORTH ABUTMENT PLAN

1145 2 145 S-402 CHANGED "DWG" TO "SHEET"

1145 2 145 S-402 CHANGED SECTION "C" TO SECTION "E"

1145 2 145 S-402 CHANGED SECTION "D" TO SECTION "F"

1146 2 146 S-301 CHANGED "DWG" TO "SHEET"

1148 2 148 S-502 CHANGED CALLOUT FOR D05(E) BARS AT 9" AS PER BAR LIST

1149 2 149 S-701 CHANGED FONT SIZE OF CL. ROADWAY/TGL IN NORTH ABUTMENT ELEVATION

STAGE 1A

1149 2 149 S-701 REVISED SHEET TITLE TO "SUBSTRUCTURE STAGING PLANS AND ELEVATIONS

SHEET 1"

1149 2 149 S-701 In Construction Staging Notes:added water and gas main size, revised "Engineer" to "Contracting Officer"; Added "Temporary" in Stage IA Elevation

1150 2 150 S-702 REVISED SHEET TITLE TO "SUBSTRUCTURE STAGING PLANS AND ELEVATIONS

SHEET 2"

1150 2 150 S-702 Adjusted Stringer calls so not overlap stringer; Revised "Engineer" to "Contracting Officer"

1151 2 151 S-703 REVISED SHEET TITLE TO "SUBSTRUCTURE STAGING PLANS AND ELEVATIONS

SHEET 3"

1151 2 151 S-703 Adjusted Stringer calls so not overlap stringer; Revised "Engineer" to "Contracting Officer"

1152 2 152 S-704 REVISED SHEET TITLE TO "SUPERSTRUCTURE STAGING CROSS SECTIONS SHEET 1"

1152 2 152 S-704 Clarified Size of Gas and Water lines, Added note 4 regarding Stage 1A about Temporary Water Relocation; Revised "Engineer" to "Contracting Officer"

1153 2 153 S-705 REVISED SHEET TITLE TO "SUPERSTRUCTURE STAGING CROSS SECTIONS SHEET 2"

1153 2 153 S-705 Revised "Engineer" to "Contracting Officer"

1154 2 154 S-103 CHANGED NOTE 1: "S-504" TO "S-505"

1154 2 154 S-103 CHANGED TYPICAL STRINGER ELEVATION REFERENCE DETAIL 1 FROM "S-501" TO "S-502"

1154 2 154 S-103 CHANGED CL. STRINGER FONT IN HAUNCH DETAIL

1158 2 158 S-504 TYPICAL SLOTTED HOLE DETAIL: CHANGED CALLOUT TO READ, "3/8" THICK

WASHER PLATE. FOR HOLE DIAMTER, SEE "BEARING TABLE".

1159 2 159 S-505 CHANGED "DWG" TO "SHEET"

1159 2 159 S-505 REMOVED "CL. BRIDGE" CALLOUT FROM TYPICAL STEEL PIPE SUPPORT DETAIL

1161 2 161 S-602 ADDED TYPE VII AND TYPE XIII REINFORCEMENT DETAIL

1161 2 161 S-602 CHANGED BAR MARK D04(E) QUANTITY FROM "50" TO "130"

1161 2 161 S-602 CHANGED BAR MARK D05(E) QUANTITY FROM "50" TO "130"

1161 2 161 S-602 CHANGED BAR MARK A03(E) QUANTITY FROM "204" TO "212"

1161 2 161 S-602 CHANGED BAR MARK A05(E) QUANTITY FROM "100" TO "130"

1161 2 161 S-602 CHANGED BAR MARK P01(E) REMARK TO INCLUDE 6" SPACING

1161 2 161 S-602 CHANGED BAR MARK P02(E) REMARK TO INCLUDE 6" SPACING

1162 2 162 S-403 CHANGED "DWG" TO "SHEET"

1162 2 162 S-403 CHANGED "GUARD RAIL" TO "GUIDE RAIL"

1162 2 162 S-403 CHANGED NOTE 2 TO THE FOLLOWING "SEE SHEET S-507 AND S-508 FOR SOLDIER

PILE WALL DETAILS"

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1162 2 162 S-403 CHANGED "SOUTH WEST" TO "SOUTHWEST"

1162 2 162 S-403 REVISED SHEET TITLE TO "SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 1"

1163 2 163 S-404 CHANGED "DWG" TO "SHEET"

1163 2 163 S-404 CHANGED "SOUTH EAST" TO "SOUTHEAST"

1163 2 163 S-404 REVISED SHEET TITLE TO "SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 2"

1164 2 164 S-405 CHANGED "DWG" TO "SHEET"

1164 2 164 S-405 CHANGED "GUARD RAIL" TO "GUIDE RAIL"

1164 2 164 S-405 CHANGED "NORTH EAST" TO 'NORTHEAST"

1164 2 164 S-405 REVISED SHEET TITLE TO "SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 3"

1165 2 165 S-406 CHANGED "DWG" TO "SHEET"

1165 2 165 S-406 CHANGED "GUARD RAIL" TO "GUIDE RAIL"

1165 2 165 S-406 CHANGED "NORTH EAST" TO 'NORTHEAST"

1166 2 166 S-407 CHANGED "DWG" TO "SHEET"

1166 2 166 S-407 CHANGED "NORTH WEST" TO "NORTHWEST"

1166 2 166 S-407 CHANGED "NOTES" TO "NOTE"

1166 2 166 S-407 CHANGED "OR" TO "OF"

1167 2 167 S-507 CHANGED "NO." TO "#"

1167 2 167 S-507 CHANGED WEEP HOLE CALLOUT TO BE LEFT JUSTIFIED

1167 2 167 S-507 CHANGED "DWG" TO "SHEET"

1167 2 167 S-507 CHANGED "CALUMNS" TO "COLUMNS"

1167 2 167 S-507 CHANGED "PARAFIN" TP "PARAFFIN"

1167 2 167 S-507 CHANGED "NOTE" TO "NOTES"

1167 2 167 S-507 CHANGED CALLOUT FOR SOUTH WEST COPING TO REFERENCE SHEET S-508

INSTEAD OF SHEET S-507

1167 2 167 S-507 INCLUDED 3/4" CHAMFER AT CAP IN SECTION

1168 2 168 S-508 INCLUDED 3/4" CHAMFER AT CAP IN DETAIL

1171 2 171 S-408 Revise drawing title from FLOODWALL 5 SCALE PLAN SHEET NO. 1 to FLOODWALL 5

SCALE PLAN SHEET 1

1171 2 171 S-408 Revise drainage structure no. 1configuration 1171 2 171 S-408 Add fence indicator form station 1+05 to sta. 2+14

1171 2 171 S-408

Add notes 5,6 and 7. 5. FOR FENCE ABOVE THE WALL, SEE SHEET C-201.

6. FOR TYP WALL DIMENSION SEE CROSS-SECTION ON SHEET S-302

7. FOR WELDED WIRE FABRIC AROUND SHEET PILE AND SOLDIER PILES SEE

DETAIL ON SHEET S-510

1172 2 172 S-409 Revise drawing title from FLOODWALL 5 SCALE PLAN SHEET NO. 2 to FLOODWALL 5

SCALE PLAN SHEET 2

1173 2 173 S-410 Revise drawing title from FLOODWALL 5 SCALE PLAN SHEET NO. 3 to FLOODWALL 5

SCALE PLAN SHEET 3

1173 2 173 S-410 Revise drainage structure no. 2 and drainage structure no.3 configurations

1174 2 174 S-411 Revise drawing title from FLOODWALL 5 SCALE PLAN SHEET NO. 4 to FLOODWALL 5

SCALE PLAN SHEET 4

1174 2 174 S-411 Revise drainage structure no. 4 configuration 1174 2 174 S-411 Add 2 new soldier pile nos. 119 and 120 1174 2 174 S-411 Add callout FABRICATED TEE FOR DETAIL SEE SHEET S-533 1175 2 175 S-202 Move top of soldier pile to elev. 41.00 and top of sheet pile remain at el. Elev. 40.00

1175 2 175 S-202 Revise callout TOP OF SHEET PILE AND SOLDIER PILE @ EL. 41.00 TO TOP OF SHEET

PILE @ EL. 40.00 (TYP.)

1175 2 175 S-202 Add callout TOP OF SOLDIER PILE @ EL. 41.00 (TYP.)

1176 2 176 S-302 Revise composite wall sections configurations, composite wall cap and add welded wire fabric 1177 2 177 S-509 Revise SECTION B composite wall configuration and composite wall cap 1178 2 178 S-510 Move COMPOSITE WALL TO T-WLL DETILA to new sheet S-533 1178 2 178 S-510 Change composite wall from 2'-0" to 2'-6" 1178 2 178 S-510 Change clearance to vertical rebars from 3" to 4" and move rebars to new locations 1178 2 178 S-510 Change all wall dimensions from 2'-0" to 2'-6" 1178 2 178 S-510 Revise 3" (TYP.) to 4" (TYP.)

1178 2 178 S-510 Revise callout 3" cl. To 4" CL.

1178 2 178 S-510 Revise callout #4@12"ef to #5 @ 12"EF 1178 2 178 S-510 Revise COMPOSITE WALL DETAIL 1178 2 178 S-510 Rename COMPOSITE CAP WALL DETAIL to COMPOSITE CAP WALL DETAIL - 1

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1178 2 178 S-510 Revise COMPOSITE CAP WALL DETAIL - 1 1178 2 178 S-510 Add COMPOSITE CAP WALL DETAIL - 2 1179 2 179 S-511 Extend rebar to exterior walls on lower plans 1179 2 179 S-511 Revise callout L 4"x4"x3#8" to L 4"x4"x3#8" WELDED TO PLATE 1179 2 179 S-511 Add leader to 1#4" WELDED (TYP) 1179 2 179 S-511 Add new section SECTION C-C 1179 2 179 S-511 Add rungs in SECTION B 1179 2 179 S-511 Revise callout > 24"ø to > 24"ø RCP 1179 2 179 S-511 Del;ete key in SECTION A 1179 2 179 S-511 Add fence in SECTION A 1179 2 179 S-511 Revise sluice gate stem in SECTION A AND SECTION B 1179 2 179 S-511 Revise wall configuration and cap in SECTION A

1179 2 179 S-511 REVISE ENTIRE UPPER PLAN

1179 2 179 S-511 Add AT STA. 25+25 to title DRAINAGE STRUCTURE No. 10 1180 2 180 S-512 Revise Headwall Detail rebars and fence.

1181 2 181 S-533 "NEW SHEET"

1182 2 182 S-414 PROFILE START STA. CORRECTED, PILE TO MINI-CAISSON

1183 2 183 S-415 PROFILE START STA. CORRECTED, PILE TO MINI-CAISSON, MONOLITH T2 UPDATED

FOR CONSTRUCTION CONCERN.

1184 2 184 S-416 UPDATED LEGEND AND MOVED NOTES NOTE.

1185 2 185 S-417 UPDATED LEGEND AND MOVED NOTES NOTE.

1186 2 186 S-418 UPDATED LEGEND AND MOVED NOTES NOTE.

1187 2 187 S-419 UPDATED LEGEND AND MOVED NOTES NOTE.

1188 2 188 S-420 UPDATED LEGEND AND MOVED NOTES NOTE.

1189 2 189 S-421 T14 REF CHANGED TO S-426

1189 2 189 S-421 UPDATED LEGEND AND MOVED NOTES NOTE.

1190 2 190 S-422 MOVED SLIP JOINT 4.5", EDIT SLIP JOINT REF., T-2 REFERENCE UPDATED

1190 2 190 S-422 UPDATE NOTES

1191 2 191 S-423 T-14 MOVED TO NEW DETAIL, REMOVE DOWNSTREAM COLUMN AND DIM.

1191 2 191 S-423 UPDATE NOTES

1192 2 192 S-424 UPDATE NOTES

1193 2 193 S-425 UPDATE NOTES

1194 2 194 S-426 ADD T-14 LAYOUT

1194 2 194 S-426 UPDATE NOTES

1195 2 195 S-427 UPDATE NOTES

1198 2 198 S-303 UPDATE NOTES, REMOVE U-BAR NOTE, MOVE CONST. JOINT, LABEL FINISH

1198 2 198 S-303 ADD TIE STEEL

1200 2 200 S-513 ADD ELECTRICAL CONDUIT TO DETAILS 3 AND 4, REMOVE LADDER POST

1201 2 201 S-514 SECTION 1 BOTTOM STEAL AND HOOKS ADJUSTED, ADDED ELEC. CONDUIT,

REMOVE LADDER FROM SECTION 1

1206 2 206 S-519 CONVERT TEXT TO CURRENT STANDARD

1207 2 207 S-520 ADD DETAIL, UPDATE ALL DETAILS

1207 2 207 S-520 CONVERT TEXT TO CURRENT STANDARD

1208 2 208 S-521 CHANGE REF IN NOTE TO S-522

1210 2 210 S-523 ADD, CHANGE AND MOVE NOTES. ADD HOOK NOTE TO CAP., DRAIN FLIPPED, ADD

CHAMFER

1210 2 210 S-523 UPDATE SECTION FOR TIE STEEL FROM S-303

1211 2 211 S-524 CONVERT TEXT TO CURRENT STANDARD

1212 2 212 S-525 CONVERT TEXT TO CURRENT STANDARD

1213 2 213 S-526 CONVERT TEXT TO CURRENT STANDARD

1214 2 214 S-306 ADD NEW SHEET FOR TYPICAL SECTION THRU MONOLITH T-2, END PLATE

1216 2 216 S-106

Add notes 1-5 - 1. Place 6" stones under the entire base slab of pump station. 2.The stones under the base slab ans soil under the stones shall be compacted to 95% (ASTM D 1557 test method). 3. Provide construction joint in the middle of base slab. 4. Contractor shall submit details and location of construction joints. 5. The ends rebars shall be bent in 90°, 135° or 180° where required.

1216 2 216 S-106 Revise section C location

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1216 2 216 S-106 Add callout 3'x3' WALL OPENING 1216 2 216 S-106 Revise dimension 3'-0" to 3'-0" SPLICE (TYP) 1216 2 216 S-106 Add scale bar 1216 2 216 S-106 Add callout EL. 29.40 1216 2 216 S-106 Revise 48" RCP inv. El. 29.40 to 48" RCP 1216 2 216 S-106 Revise callout El. 29.40 to EL. 29.50 1216 2 216 S-106 Change rebar callout from #6 to #7 1216 2 216 S-106 Extend rebars to end of wall 1216 2 216 S-106 New section mark J-J

1216 2 216 S-106 REVISE NOTE NO. 1 "PLACE 6" STONES TO "PLACE 6" LAYER OF CRUSHED STONE".

1217 2 217 S-107 Revise wing wall tie to Pum Staion.

1217 2 217 S-107 Add rebars 2-# 5 T&B additional.

1217 2 217 S-107 Extend rebars to end of wall.

1217 2 217 S-107 Revise typo 3.29" opening to 3.28' opening.

1217 2 217 S-107 Revise typo C10x15.2 to C10x15.3.

1217 2 217 S-107 Revise note typo drawing S-00 to sheet S-531.

1217 2 217 S-107 Revise slab 1'-6" to 2'-0".

1217 2 217 S-107 New section mark J-J 1217 2 217 S-107 Revise section C location 1217 2 217 S-107 Move wall on the east side of the pump station 1217 2 217 S-107 Remove stair callout and angle 6"x6"x1/2" below plat form.

1218 2 218 S-108 REISSUE ENTIRE SHEET

1218 2 218 S-108 REISSUE ENTIRE SHEET

1219 2 219 S-304 REISSUE ENTIRE SHEET

1219 2 219 S-304 ADD CONSTRUCTION JOINTS IN SECTION A-A, B-B AND CC. ADD CALLOUT

CONSTRUCTION JOINT (TYP)

1220 2 220 S-305 REISSUE ENTIRE SHEET

1220 2 220 S-305 ADD FINISHED GRADE SYMBOLS TO SECTIONS D-D-, E-E, F-F, G-G, AND J-J. ADD

CONSTRUCTION JOINTS TO SECTIONS:D-D, E-E, F-F AND G-G. ADD CALLOUT

CONSTRUCTION JOINT (TYP). ADD CALLOUTS EL. VARIES. ADD CALLOUT EL. 49.90

1223 2 223 S-527 Revise drawing title pump station gl-4 pumping facility retaining wall and sections to PUMP

STATION GL-4 PUMPING FACILITY RETAINING WALL PLAN AND SECTONS

1226 2 226 S-530 Revise callout 4' high fence to 4' HIGH CHAIN LINK FENCE SEE SHEET C-534 1226 2 226 S-530 Add callout 4' HIGH CHAIN LINK FENCE 1226 2 226 S-530 Add fence to HEADWALL DETAIL FOR 48"ø PIPE

1226 2 226 S-530 Revise note note: for additional reinforcing steel at wall and slab openings (see dwg s-532) to

FOR ADDITIONAL REINFORCING STEEL AT WALL AND SLAB OPENINGS (SEE SHEET

S-531)

1227 2 227 S-531 Add TABLE "A" AND TABLE "A" NOTES 1228 2 228 S-110 Revise footing rebars in SECTION A, SECTION B AND SECTION C 1228 2 228 S-110 Add leader to the revised rebars

1228 2 228 S-110

ADD CONSTRUCTION JOINTS IN SECTIONS A, B AND C. ADD CALLOUT

CONSTRUCTION JOINT (TYP). ADD NOTES "NOTE: PROVIDE (2) CONSTRUCTION

JOINT IN THE SLAB.

1230 2 230 S-532

Add note NOTE: THE ANCHOR BOLTS DESIGN AND INBEDMENT DETAILS OF THE

GENERATOR DESIGNED BY OTHERS SHALL BE SUBMITTED TO THE CONTRACTING

OFFICER FOR REVIEW AND APPROVAL PRIOR TO COMMENCE OF CONCRETE PAD

CONSTRUCTION.

1231 2 231 S-534 ADD NEW SHEET FOR 20 FT. LIGHTING POLE DEATIL AND 30 FT. LIGHTING POLE

DETAIL

1234 2 234 S-528 Revise spelling word trhough to THROUGH in the section title "SECTION THROUGH TRASH

RACK PANEL"

1234 2 234 S-528 Add north arrow

No. SHT NO. SHT REF NO. CHANGES

SEBRINGS MILLS ROAD

TRACK OF CHANGES SHEET

1235 2 235 A-101 ADDED CONCRETE PAD AT WEST ENTRY & REVISED NOTE TO "...SEE SHEETS A-601

AND M-101 FOR SIZES."

1238 2 238 A-201 GENERAL NOTES #2: REVISED "DWG A-601" TO "SHEET A-601", REVISE PRE-CAST

CONC. WALL TEXT TO CAST-IN-PLACE CONC. WALL

1239 2 239 A-202

ADDED HOSE BIB AT EAST ELEVATION, REVISED "DWG A-601" TO "SHEET A-601" IN

GENERAL NOTES #2, REVISE PRE-CAST CONC. WALL TEXT TO CAST-IN-PLACE

CONC. WALL

1240 2 240 A-301 ADDED THREE (3) FIRE EXTINGUISHERS IN SECTION B.

1241 2 241 A-501 DELETED DOUBLE IMAGE OF A-501 UNDER NOTES

1245 2 245 A-601 REVISED SPELLING OF "INFORMATION" UNDER GENERAL NOTES, NOTE #3.

1250 2 250 M - 001 CLARIFICATION OF MECHANICAL SYMBOLS & ABBREVIATIONS

1251 2 251 M - 101

CLARIFICATION OF SCHEDULED EQUIPMENT SIZES AND ALLOWANCE OF APPROVED

EQUAL, GRAPHIC SCALE, PANEL LOCATIONS, LOUVER REFERENCE, DAMPER

QUANITITY, THERMOSTAT QUANITITES AND LOCATIONS

1252 2 252 M - 501 CLARIFICATION OF PIPE PENETRATION DETAIL

1253 2 253 M - 601 CLARIFICATION OF GENERATOR DAMPER CONTROL, GENERATOR ALARMING, AND

THERMOSTAT CONTROL LOGIC

1257 2 257 E - 001 ADD SYMBOLS FOR INTRUSION ALARM SYSTEM, ADDED SPD SYMBOL, ADDITIONAL

DESCRIPTION TO GROUND ROD

1258 2 258 E - 101

CLARIFICATION TABLE, RELOCATE POST & LIGHT TYPE C, ADD CIRC. # 1 & LIGHT

TYPE C,E, ADD NOTE. REVISED CATALOG NUMBER AND HOA SWITCH FOR POLE

MOUNTED LIGHTING FIXTURE, ADD DIAGRAMS

1259 2 259 E - 102 REVISED LOCATION OF PANELS AND NOTES, ADDED NEW CIRCUIT FOR DAMPERS

IN GEN.R ROOM, ADDED RTU CABINET MODIFIED NOTES 7 & 8.

1260 2 260 E - 103 ADD, UPDATE PANEL BOARD SCHEDULE

1261 2 261 E - 401 RELOCATE POST & LIGHT TYPE C; MODIFIED SECTION A-A AND CHANGE 4" TO 5"

CONDUIT; ADUST ROUTING OF TELEPHONE DUCTBANK.

1262 2 262 E - 402 ADD PULL BOXES @ STA. 10+89 & STA. 11+34, ADD NOTES

1263 2 263 E - 403 CHANGE TITLE OF DWG.

1264 2 264 E - 404 CHANGE TITLE OF DWG.

1266 2 266 E - 501 ADD INTRUSION ALARM SYSTEM AND CONNECT TO RTU CABINET; ADD & CHANGE

NOTES, ADD TYPE C TO TITLE & GROUND ROD TO LUMINAIRE DETAIL, REMOVE

REFERENCE FOR USGC AND SCADA SYSTEM AND ADDED TEELPHONE MODEM.

1268 2 268 E - 503 ADD NOTE AND INFORMATION ON DETAIL NO. 11.

1270 2 270 E - 601 ADD NO.& NOTES TO ONE LINE DIAGRAM, UPDATE FEEDER SCHEDULE; REPLACE

TVSS WITH SPD, DELETE INFO. & ADD NOTE

1271 2 271 E - 602 REVISE WIRING DIAGRAMS

1272 2 272 E - 603

SPELLING, (SIDE TO SLIDE; SLUMP TO SUMP) UPDATE & ADD NOTE TO TABLE;

PROVIDED ADDITIONAL NOTED ON SECT. A-A AND B-B, ADD NOTES TO CONDUIT

LAYOUT

1273 2 273 E - 604 ADDED NEW SHEEET FOR INTRUSION ALARM SYSTEM PLAN AND RISER DIAGRAM

Page 1 Amend 2

Ammend . No. Spec No, Spec Name Changes

Sebrings - Summary of Specification Changes

2 01 31 10.00 18 PROJECT SCHEDULE: BAR CHART Delete Specification 2 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC Delete Specification 2 23 08 00.00.10 COMMISSIONING OF HVAC SYSTEMS Delete Specification 2 31 62 16.16 STEEL H-PILES Delete Specification 2 00 90 01 SUPPLEMENTARY SPECIFICATIONS FOR FEDERAL AID PROGRAMS Add Specification 2 01 32 01.00 10 PROJECT SCHEDULE Add Specification 2 31 63 36 INSTALLATION OF SOLDIER PILES FOR I-WALL Add Specification

28 16 01.00 10 SMALL INTRUSION DETECTION SYSTEM Add Specification 2 N/A TABLE OF CONTENTS Resubmit Table of Continents 2 00 10 00 BID SCHEDULE Resubmit Bid Schedule 2 00 80 00 SPECIAL CONTRACT REQUIREMENTS Resubmit Special Contract Requirements 2 00 90 02 APPENDIX A PROJECT ITEM NUMBERS Resubmit Item List 2 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS Resubmit Spec - Replaced with latest UFGS Version.

2 32 93 00 EXTERIOR PLANTS Resubmit Spec - Replaced with latest New York District Version.

2 05 49 10 ELASTOMERIC CHECK VALVES Resubmit Spec - Modified 2 22 00 00 PLUMBING, GENERAL PURPOSE Resubmit Spec - Modified (reduced from 38 to 16 pages) 2 31 43 16 SHEET PILE INSTALLATION FOR SCOUR PROTECTION Resubmit Spec - Modified format (Added into Specsintact) and content.

2 35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS Resubmit Spec - Modified Paragraphs 1.1, 2.1, 2.2, 2.4.2, 3.2.2, 3.4.1, 3.5 & deleted 3.4.2) 2 01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS Added missing information (filled in blanks)

Paragraphs 1.3 Cadd Standards & 1.8 Retainage 2 01 33 00.00 18 SUBMITTAL PROCEDURES Submittal Register updated. Also added Roadway and Bridge items.

2 01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS) Revised Spec reference in Paragraph 1.2 Other Factors 2 01 45 04.00 18 CONTRACTOR QUALITY CONTROL Added CQC Forms.

2 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT Added missing information (filled in blanks). Paragraph 1.6 Reports 2 01 78 00.00 18 CLOSEOUT SUBMITTALS Deleted Reference to Commissioning of HVAC Systems

Paragraph 1.4 Mechanical Testing, Adjusting, Balancing, and Commissioning 2 01 78 23.00 18 OPERATION AND MAINTENANCE DATA Added information

Paragraph 1.3 Schedule of Operation and Maintenance Data Packages 2 02 21 80.00 18 MONITORING OF EXISTING STRUCTURES Added reference of "exterior" to Paragraph 1.3 Structure Monitoring 2 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS Revised Spec Paragraph 1.4.1 Concrete Strength & added

Paragraph 2.1.10 Form Saver Reinforcing Coupler 2 03 45 00 RECAST ARCHITECTURAL CONCRETE Deleted Paragraphs 2.3.11 Thin Brick Units & 2.5.7.3 Thin Brick Facings 2 04 20 00 MASONRY 1.2.4.3 Special Inspection

1.4 Quality Assurance, added Thin Black paragraph

2.2 General Requirements, added Thin Brick Units paragraph

Page 2 Amend 2

. No. Spec No, Spec Name Changes

2 05 50 04.00 10

METALS: MISCELLANEOUS, STANDARD ARTICLES SHOP

FABRICATED ITEMS FOR CIVIL WORKS STRUCTURES Added Paragraph 2.2.5.1 Ladder Safety Post

2 07 60 00 FLASHING AND SHEET METAL

2 3.5.1. Procedure, Revised Table 1 and Table II

2 08 11 13 STEEL DOORS AND FRAMES

2 2.5.4 Terminated Stops 2 3.1.3 Fire Doors and Frames

2 08 71 00 DOOR HARDWARE

2 2.3.8.2 Lever Handles 2 3.1.2 LIghtproofing and Soundproofing Installation – deleted para.

2 08 91 00 METAL WALL LOUVERS

2 1.5 Color Sample

2 09 06 90 COLOR SCHEDULE

2 2.2.8.1 Signage Message Color 2 2.2.8.2 Signage Background Color

2 09 29 00 GYPSUM BOARD

2 3.6 Waste Management

2 09 90 00 PAINTS AND COATINGS

2 3.12 Paint Tables 2 3.12.1 Exterior Paint Tables

2 22 11 23.00 10 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE Revised Paragraph 1.1 Pump Station, Axial Flow and Mixed-Flow Type, old Paragraph # 1.4.7 Capacities & added paragraph 1.3.Sump Pumps

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION AND EXHAUST SYSTEMS

1.2.2 Service Labeling

2.9.1 Metal Ductwork

2.9.3 Louvers

2.10.1 Fans

3. 7 Removed Testing, Adjusting and Balancing paragraph

23 82 46 ELECTRIC UNIT HEATERS

2.7 Propellers and Motors

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

1.2 Related Requirements

1.4 Electrical Characteristics

1.11 Warning Signs

1.14Added Training Course paragraph

2.8.2 Cartridge Fuses, Current Limiting Type (Class R)

2.14.4 Wiring and Conduits

2.25 Wireways

2.26 Surge Protection Devices

3.1 Field Applied Painting

Page 3 Amend 2

. No. Spec No, Spec Name Changes

26 05 19.00 10 INSULATED WIRE AND CABLE

2.1.1 Wire Table

2.1.4.1 Insulation Material

2.1.5.1 Jacket Material

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

1.2.1 General Requirements

3.2.2 Assembly Mounted on Outlet Box

26 12 19.10 THREE PHASED PAD-MOUNTED TRANSFORMERS

1.2 Related Requirements, Paragraph Deleted

3.2.1 Grounding Electrodes

3.2.3 Connections

3.6.1 Cast-in-Place Concrete

26 20 00 INTERIOR…