03 - STRUCTURE - GENERAL

(1)

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE: PROJECT NO. DRAWING NO. SHEET NO. Filename: SHEET NO. REVISION DESCRIPTION DATE REV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED. THE CONDITIONS OF ACTUAL QUANTITIES IN NO WAY WARRANTED TO INDICATE INVESTIGATIONS BY THE STATE AND IS SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE THE INFORMATION, INCLUDING ESTIMATED

2/16/2021 BLOCK: SIGNATURE/ ...\SB_MSH_0094_0256_(01)_S-300.dgn Plotted Date: CONNECTICUT D E P A R T M E N T O F TRANSP OR T A T I O N - -- -- - -- - - -- - -- - -- - - -

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

INDEX OF DRAWINGS

STRUCTURE GENERAL

-S-300

I-95 NB OVER THAMES RIVER, RAILROADS,

PIO/MAN

03 - STRUCTURE - GENERAL

S-318 S-317 S-316 S-315 S-314 S-313 S-312 S-311 S-310 S-309 S-308 S-307 S-306 S-305 S-304 S-303 S-302 S-301 S-300

B. CHAMBERLIN

STRINGER STRENGTHENING DETAIL FRAMING PLAN SPANS 31 & 32 FRAMING PLAN SPANS 29 & 30

FRAMING PLAN SPAN 28 FRAMING PLAN SPAN 27 FRAMING PLAN SPAN 26 FRAMING PLAN SPANS 24 & 25 FRAMING PLAN SPANS 22 & 23 WORK PLATFORM DETAILS - 2 WORK PLATFORM DETAILS - 1

PRECONSTRUCTION SITE PREPARATION PLAN - 2 PRECONSTRUCTION SITE PREPARATION PLAN - 1

CONSTRUCTION PHASING - SHEET 2 CONSTRUCTION PHASING - SHEET 1

LIMITATIONS AND SEQUENCE OF CONSTRUCTION

BRIDGE STRENGTHENING AND REHABILITATION INDEX SHEET GENERAL NOTES

GENERAL PLAN AND ELEVATION

STRUCTURE GENERAL - INDEX OF DRAWINGS NUMBER

DRAWING

NUMBER DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

WETHERSFIELD, CT 06109

100 GREAT MEADOW RD., 6TH FLOOR PRIME AE GROUP, INC.

DESIGNED BY:

03.01 Digitally signed

by DONALD R

COSTELLO

Date:

2021.02.17

09:28:46-05'00'

(2)

B6062 C.P.114 SteelPin C.P.108 MagNail C.P.104 BrassBolt C.P.102 SteelPin C.P.26 Rebar C.P.25 SteelPin C.P.27 inWalk MagNail C.P.16 R.R.Spike C.P.30 SteelPin C.P.15 (GPS) R.R.Spike C.P.12 SteelPin C.P.21 SteelPin C.P.14 (GPS) CGS 4848 C.P.2 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314

SOUTH BOUND SOUTH BOUND 95

STEPS CONC NORTH BOUND HUT QUONSETT METAL BIT W ALK

NORTH BOUND SOLID YELLOW

C O NC R ET E BA R RIE R B CL C 3.5' x 5.5'RCP STONE CRUSHED SOLID WHITE LKO FF BIT BIT WALK CONCRETEBARRIER BCLC BC LC 12'' RCP 24'' RCP BCLC M BR BC LC BIT WALK BCLC BCLC GRAVEL PARKING DBL Y ELLOW D B L Y EL L OW CON C. WALK BCLC BCLC BCLC C O NC . WALK DR IV E GR AV EL BCLC GRAVEL PARKING B C L C DBL YE LLOW DRIVE GR AVEL BC LC BCLC SOLID YE LLOW GRAVEL PIER DR IVE GRAVEL B CLC SOL I D WHITE B CLC B CLC G R AV E L D RIV E BCLC PIE R #3 1 B CL C BUILDI NG BRICK ELEC.MH ELEC.MH FLOOD LGT B.M. END ANCHOR W.G. MH S TOPBAR STOP BAR MH HYD. W.G. MH W.G. BIT BIT SCUPPER SCUPPER STONE CRUSHED STONE CRUSHED PAD CONCRETE BOAT LAUNCH DO CK CO NCRETE DOCK CONCRETE FENCE PIPE POSTS WOOD ROW OF BIT LKOFF NUMBER NO NUMBERNO NUMBER NO NUMBER NO SCUPPER SCUPPER POST WOOD POST WOOD CURBINGTIMBER GATE CB "C-L" CB "C" CB "C" CB "C" MHSTR. CB "C-L" SCUPPER SCUPPER CB "C-L" #3589 SNET #3587 AT&T BOX METER PAD ON CONC. ELEC.BOX MH'S ELEC. FENCE PIPE BOLLARD KEY PAD GATE MOTOR GATE MOTOR GATE B C L C PIER PIER PIER PIER LIGHT FLOOD BIT PAD I N CONCRETETRENCHDRAIN

FENCE WITH PIPE RET.WALL BIT FENCE CH LNK #3588S AT&T 2 4'' RCP 8'' CMP 54''CMP 12 '' C MP 42'' x 42" BOX 42'' x 42" BOX 29 PIER 25 PIER 26 PIER 30 PIER PAD CONC PAD CONC STEPS CONC WALK CONC 8'' PVC PVC8'' WIRE RO PE PIER AROUNDDEBRIS PIER AROUNDDEBRIS PIER AROUND DEBRIS PIER AROUND DEBRIS STONE PEA SAND SAND WALL RET BIT DR BIT DR PARKING BIT #358 SNET REVISIONS ENDWALL CONCRETE W/UG #7055 AT&T B IT DR PAD CONC STEPS CONC BIT LKOFF ELEV.=2.1' COASTAL JURISDICTION LINE

ELEV.=2.1' COASTAL JURISDICTION LINE

304 T161 T162 T164 T167 T168 T155 T154 T152 T151 T150357 356 355 354 352 350 349 346 344 343 342 341 339 338 337 335 334 332 331 329 325 324 323 322 320 319 318 317 316 315 313 311 310 309 308 307 306 305 T100 FLAG T103 FLAG T104FLAGWF#300 WF#304 WF#308 WF#312 WF#314 WF#321 WF#340 WF#326 WF#327 WF#328 WF#343 WF#338 WF#330 WF#336 WF#333 WF#345 WF#347 WF#348 WF#351 WF#353 WF#357 T150 FLAG T153 FLAG T156 FLAG T160 FLAG T163 FLAG T165 FLAG T169 FLAG WF#405 WF#404 WF#409 WF#412 WF#400 WF#402 251/529 VOL/PAGE CONNECTICUT STATE OF EASEMENT LINE CONNECTICUT STATE OF N/F ((58) 94-95-24A) IN FAVOR OF STATE OF CONNECTICUT OF ELEVATED HIGHWAY STRUCTURE AND PIER INSPECTION, MAINTENANCE AND RECONSTRUCTION EASEMENT FOR CONSTRUCTION, OPERATION,

SUBJECT TO A FULL AND PERPETUAL

((58)94-95-24) I

N FAVOR OF STATE OF CONNECTICUT

OF ELEVATED HIGHWAY STRUCTURE

INSPECTION,MAINTENANCE AND RECONSTRUCTION

EASEMENT FOR CONSTRUCTION,OPERATION,

SUBJECT TO A FULL AND PERPETUAL ((58) 94-95-24A)

OF STATE OF CONNECTICUT (D.O.T.) BULKHEAD IN FAVOR RIGHT TO FILL AREA AND CONSTRUCT ASUBJECT TO A FULL AND PERPETUAL

(D.O.T.) CONNECTICUT STATE OF ((58) 94-95-24A) (D.O.T.) CONNECTICUT STATE OF ((58) 94-95-24)

DEPARTMENT OF UTILITIES

CITY OF GROTON,

IN FAVOR OF

EASEMENT FOR UTILITIES SUBJECT TO AN EASEMENT LINE EASEM ENT LINE APPRO XIM ATE EASEMENTLINE APP ROXIMATE

CITY OF GROTON, IN FAVOR OF ACCESS EASEMENT SUBJECT TO AN ((58) 94-95-24A) ((58) 94-95-24) CONNECTICUT (D.O.T.) FAVOR OF STATE OF

THE UNDERSIDE OF THE HIGHWAY IN

ABOVE A PLANE, WHICH IS 10' BELOW SUBJECT TO A BUILDING RESTRICTION

1092/137 VOL/PAGE NORTHEAST,INC MOHAWK N/F (AMTRAK) PASSENGER CORP.

NATIONAL RAILROAD

N/F ELEV.=0.9' MEAN HIGH WATER LINE ELEV.=1.2' WATER LINE MEAN HIGH HIGH W.G. W.G. WOOD POST MH W.G. 38"MAPLE W.G. SNET #3590 GW&E #6 GW&E #3 (PAVED OVER) MH APPROX OUTSIDE FACE OF PARAPET

APPROX OUTSIDE FACE OF PARAPET

BIT DR BIT DR BIT DR PARKING BIT BIT DR W A LL C O N C R E T LAWN ENDWALL CONC 5' CH LNK FENCE WOODS/BRUSH WOODS/BRUSH B IT WALK GIRDERS BRIDGE OUTER GIRDERS BRIDGE OUTER WINGWALL W INGW ALL

FACE OF PARAPETAPPROX OUTSIDE 95 95 PILES WOOD GRAN PAD GRAN PAD WOODS/BRUSH GRASS STOCK PILE MATERIAL STOCK PILE MATERIAL STOCK PILE MATERIAL STOCK PILE MATERIAL PARKINGBIT LAWN LAWN LAWN GRASS W/UG #5636SNET HH HH RET WALLWOOD

W/UG NO# POLE NO# POLE NO# POLE NO# POLE

(CLEARANCE RAILROAD BR13'IDGE-5")

(CLEARANCE 13'-5") RAILROAD BRIDGE

W/UG GW&E #5 WALL CO NC RET MH SAN MH SAN 10 " S AN SE W E R 10 " S A N S E W E R 6" F ORCED M AIN SAN SEW E R 8 " C .I. W A T E R 8 " C.I. W ATER 8" C .I. W A T E R SAN SEW ER SAN SEWER ELEC.MTR. H.H. NAIL (FND) NAIL (FND) NAIL (FND) CONC STEPS SNET #5623 NAILS (FND) NAIL (FND) R.R.SPIKE (FND) (FND) NAIL CP-#15 CP-#16 CP-#25 CP-#26 CP-#27 TO CP-#14 TO CP-#3 T O CP -#3 0 SHEET 2 OF7

REFERENCE:_{ROW MAP NO.}

58-37 12'' RCP #27 PIER C O NC . W A L K BUILDING METAL 1 STY BARRIER CONCRETE BC L C M B R BARRIER CONCRETE R A M P CO N C . W A L K BCLC B CLC 2 4 '' C M P F A IR V IE W A V E . 95 WA LL RET APPROXLOWTIDE APPROXLOWTIDE APPROXLOWTIDE APPROXLOWTIDE APPROXLOWTIDE APPROXLOWTIDE APPROXLOWTIDE N 694000 N 694000 N 694400 N 694400 N 694400 E 118 2 8 0 0 E 11828 0 0 E 1 183200 E 118 3 2 00 E 118 3 6 0 0 E 1183600 0 0 N 694000 0.9 0.9 0.9 CRUSHEDSTONE T104 T103 301 T160 356 T101 T168 T164 T169 CRUSHEDSTONE BOATLAUNCH T151 BOATLAUNCH T102 T167 T165 300 T156 T153 CONCDOCKT155 CONCDOCK T154 354 T163 T152 T161 T162 CONCDOCK CONCDOCK CRUSHEDSTONE CONCDOCK BIT 303 BM406 CONCDOCK HATCH 353 BIT 355 T100 5 5 5 BIT BIT 305 306 BIT BIT BIT BIT SCUPPER BIT 307

RETAING WALL WITH CONCRETE CAP

NONUMBER BIT BIT 308 BIT BIT BIT BIT BIT BIT CRUSHEDSTONE BIT BIT BIT 302 SCUPPER 350 BIT PIER29 351 CRUSHEDSTONE PIER29 352 309 BIT BIT BIT 310 BIT 349 311

CONCRETE BARRIER METALGATE

CRUSHEDSTONE QUONSETHUT 348 SOL ID YELLO W 347 315 313 GRAVEL 312 314 RRSPIKE SPIKE (FND) 316 PEASTONE SEACONTAINERS 346 326 PEASTONE 323 SANDSAND 10 10 10 10 PIER25? WIREROPE 42INX42INBOXCUL TRENCHDRIAN NAIL 345 317 SEACONTAINERS 319 318 W A LL R ET NONUMBER 344 PIER 320 PIER26? PRECASTDITCH 322 321 PRECASTDITCH PRECASTDITCH PRECASTDITCH NAILNAIL SCUPPER NONUMBERNONUMBER SCUPPER PIER30 342 GATEMOTOR GATEMOTOR 324 325 NAIL GATE 328 GATEGATE SAND SAND B CL C 340 SAND 339 3.5X5.5RCP TIMBER SAND 341 327 TIMBER 15 15 15 15 337 METAL 330 24INCI 329 336 GATEKEYPAD PIERCAP 12 '' R C P 335 TIMBER NAIL 331 24''RCP NONUMBER NONUMBER TIMBER ATT3587 CRUSHEDSTONE 334 NONUMBER BM409BM405 B.M. ENDWALL CONC TIMBER METERBOX NONUMBER SNET5636 333 SAN 2 0 20 2 0 20 CRUSHEDSTONE SAN UNDERBIT SNET 5623 332 GW&E#6 RRSPIKENAIL METAL ATT3588S TIMBER SNET358 BOLLARD BOLLARD 25 25 25 25 25 FLNO ELEV. 24"RCP GW&E#5 NAIL SCUPPER ATT7055 SCUPPER NONUMBER 5CLF BIT BIT SNET3589 BIT LAWN 30 30 BIT BIT BIT LAWN BIT BIT LOWCHORD LOWCHORD LOWCHORD BIT LOWCHORD LAWN BIT BIT LOWCHORD LAWN 38"MAPLE BIT LOWCHORD LOWCHORD LAWN GW&E#3 LOWCHORD 4'HCLF BIT SNET#359035 BM407 410 411 412 400 409 403 402 404 407 401 408 406 405 GW&E#0-3-1 GW&E#0-3-1 FACEPARAPET NORTH BOUND DASHED WHITE (BI TUMINO US C ONC RETE PAV EMENT) GRAN SL CURB DASHED WHITE GR AN S L CURB J O IN T B RID G E A PP R O X. (CONC RETE PAV EMEN T) J O IN T B R ID G E SO LID WHITE (CO NCRETE P AVEMENT) SOLID WHITE SOLID WHITE GRAN CURB GRAN SL CURB PAV EMENT) CON CRETE (BITUMINOUS SO LID WHITE J O IN T B RID G E LOOP LO OP BCLC MBR P AVE. C O NC. END ANCHOR H.H. H.H. H.H. PAR PAR PAR PAR "C" CB "C"CB "C-L" CB "C-L" CB "C-L" CB "C-L" CB "C-L" CB "C-L" CB BOX. CTRL. PANELSOLAR ANCHOREND SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SIGN OVERHEAD SIGN MESSAGE VARIABLE OVERHEAD B A R S T O P 95 CB "C" FL= 62.97' BOT =61.06' TOP =66.91' TYPE "C" CB FL= 60.52'(S) FL= 62.17'(N) BOT =59.52' TOP =65.67' TYPE "C" CB "C-L" CB "C-L" CB BIT BIT PAVE. BIT. BRIDGEJ OINT MBR BIT C ONC. P AVE. L O O P B RIDGE J OIN T BITUMINOUS PAVE. BRIDGE JOINT BRID GE J OIN T 15 '' C M P SOLAR PANEL GRASS LOOP BIT LOOP BIT BIT PARAPET JOINT PAR SCUPPER JOINT JOINT JOINTSCUPPER JOINT SCUPPER JOINT JOINT JOINT SCUPPER JOINT JOINT TOP PARAPIT JOINT SCUPPER TOP PARAPIT ELECTRONICS JOINT JOINT JOINT JOINT JOINT JOINT PARAPET JOINT DITCH CONC 3.5' x 5.5'RCP STONE CRUSHED 12'' RCP 24'' RCP M BR PIER PIE R #3 1 FLOOD LGT B.M. END ANCHOR STONE CRUSHED STONE CRUSHED NUMBER NO NUMBERNO NUMBER NO NUMBER NO #3589 SNET #3587 AT&T PIER PIER PIER PIER LIGHT FLOOD 83 C O O RD IN A T E GR ID AD CO N N E C T ICUT #3588S AT&T DITCH CONCRETEPRECAST DITCH EARTH 2 4'' RCP 42'' x 42" BOX 42'' x 42" BOX 29 PIER 25 PIER 26 PIER 30 PIER 8'' PVC PVC8'' WIRE RO PE PIER AROUNDDEBRIS PIER AROUNDDEBRIS PIER AROUND DEBRIS PIER AROUND DEBRIS STONE PEA SAND SAND FL= 16.41'(W) FL=16.41'(E) FL= 16.86'(NE) FL= 17.01'(N) BOT =15.56' TOP =23.71' TYPE "C-L" CB FL= 24.00'(E) FL=22.35'(N) FL= 22.05'(S) BOT =21.60' TOP =28.00' TYPE "C-L" CB #358 SNET FL= 16.82'(SW) FL= 17.32'(NE) BOT =15.47' TOP =26.82' TYPE "C" FL= 17.25'(E) FL=17.25'(S) BOT =17.25' TOP =20.15' TYPE STR.MH FL=17.86'(W) FL= 18.41'(SE) FL= 18.36'(NE) BOT =17.36' TOP =20.36' TYPE "C-L" CB FL= 15.74'(N) FL=14.64'(S) FL= 9.49'(BOX) BOT =9.49' TOP =18.24' TYPE "C" CB FL= 14.67' BOT =13.20' TOP =17.80' TYPE "C" CB

STATE OF CONNECTICUT

DEPARTMENT OF _TRANSPORTATI ON I_{N THE TOWN OF} NOTES: GROTON TOPOGRAPHIC SURVEY BR#03819overTHAMES RIVER

GOLDSTAR BRIDGE I-95 NB

IN THE CITY OF NEW LONDON & FL=10.10' FL=15.41' FL=14.12' B.M.406 BRASS BOLT IN CONCRETE DOCK

Elev.4.23

NAVD 1988

B.M.405

BRASS BOLT IN CONCRETE ENDWALL Elev.18.80 NAVD 1988 W/UG #7055 AT&T & BOULDERS EARTH DITCH ELEV.=2.1'

COASTAL JURISDICTION LINE

ELEV.=2.1' COASTAL JURISDICTION LINE

T100 FLAG T103 FLAG T104FLAGWF#300 WF#304 WF#308 WF#312 WF#314 WF#321 WF#340 WF#326 WF#327 WF#328 WF#343 WF#338 WF#330 WF#336 WF#333 WF#345 WF#347 WF#348 WF#351 WF#353 WF#357 T150 FLAG T153 FLAG T156 FLAG T160 FLAG T163 FLAG T165 FLAG T169 FLAG WF#405 WF#404 WF#409 WF#412 WF#400 WF#402 FIELD LOC.WETLANDS

W ET LA N DS F IE L D LO C . FIELD LOC. WETLANDS 251/529 VOL/PAGE CONNECTICUT STATE OF EASEMENT LINE CONNECTICUT STATE OF N/F ((58) 94-95-24A) IN FAVOR OF STATE OF CONNECTICUT OF ELEVATED HIGHWAY STRUCTURE AND PIER INSPECTION, MAINTENANCE AND RECONSTRUCTION EASEMENT FOR CONSTRUCTION, OPERATION,

SUBJECT TO A FULL AND PERPETUAL

((58)94-95-24) I

N FAVOR OF STATE OF CONNECTICUT

INSPECTION,MAINTENANCE AND RECONSTRUCTION

EASEMENT FOR CONSTRUCTION,OPERATION,

SUBJECT TO A FULL AND PERPETUAL ((58) 94-95-24A)

OF STATE OF CONNECTICUT (D.O.T.) BULKHEAD IN FAVOR RIGHT TO FILL AREA AND CONSTRUCT ASUBJECT TO A FULL AND PERPETUAL

(D.O.T.) CONNECTICUT STATE OF ((58) 94-95-24A) (D.O.T.) CONNECTICUT STATE OF ((58) 94-95-24)

CITY OF GROTON,

IN FAVOR OF

EASEMENT FOR UTILITIES SUBJECT TO AN EASEMENT LINE EASEM ENT LINE APPRO XIM ATE EASEMENTLINE APP ROXIMATE

CITY OF GROTON, IN FAVOR OF ACCESS EASEMENT SUBJECT TO AN ((58) 94-95-24A) ((58) 94-95-24) CONNECTICUT (D.O.T.) FAVOR OF STATE OF

THE UNDERSIDE OF THE HIGHWAY IN

ABOVE A PLANE, WHICH IS 10' BELOW SUBJECT TO A BUILDING RESTRICTION

1092/137 VOL/PAGE NORTHEAST,INC MOHAWK N/F (AMTRAK) PASSENGER CORP.

NATIONAL RAILROAD

N/F ELEV.=0.9' MEAN HIGH WATER LINE ELEV.=1.2' WATER LINE MEAN HIGH HIGH SNET #3590 GW&E #6 GW&E #3 GIRDERS BRIDGE OUTER GIRDERS BRIDGE OUTER R IV E R T H A M E S STREAM STREAM STOCK PILE MATERIAL STOCK PILE MATERIAL STOCK PILE MATERIAL STOCK PILE MATERIAL W/UG #5636SNET 6.)VERTI

CAL DATUM BASED ON N.A.V.D.1988

REQUIRED PRIOR TO CONSTRUCTION.

APPROXIMATE LOCATIONS.CBYD IS

5.) ALL

UNDERGROUND UTILITIES SHOULD BE CONSIDERED

BE CONSIDERED APPROXIMATE.

LOCATIONS.

NOT ALL HAVE BEEN FIELD VERIFIED AND SHOULD

ARE BASED ON TOWN ASSESSORS MAPPING AND FIELD

4.) ALLSTREET LINES,PROPERTY LI NES & PROPERTY NAMES COORDINATES WERE OBTAINED FROM A GPS SURVEY,. NAD 83 (2011)EPOCH 2010.00 GEOID 12A.

3.) 400 FOOT GRID BASED ON:

2. )FIELD BOOKS:

GROTON and NEW LONDON 94-235 BKS 1-4 1.) SURVEY BY CONN.D.O.T.DISTRICT 2

B.M.407 CONCRETE MON.W/ DISK Elev.35.04 NAVD 1988 W/UG NO# POLE NO# POLE NO# POLE NO# POLE

(CLEARANCE RAILROAD BR13'IDGE-5")

(CLEARANCE 13'-5") RAILROAD BRIDGE

W/UG GW&E #5 8 " C .I. W A T E R 8 " C.I. W ATER 8" C .I. W A T E R SNET #5623 CP-#15 CP-#16 CP-#25 CP-#26 CP-#27 TO CP-#14 TO CP-#3 T O CP -#3 0 N=694,300.84 E=1,183,313.90 CP-15 (STEEL PIN) 41.13' 51.54' 38.38' A V E . F AIRVIEW SNET #3589 NAIL IN AT&T #7055 NAIL IN FENCE POST D.H.HOLE OLD STEPS

CP-16 (MAG NAIL IN CONC.WALK)

N=694,622.55

E=1,183,264.19

CP-30 (RAILROAD SPIKE IN ROAD)

AV E . F AIR VIE W 3.58' C P-29 TO 26 .91' 3 1.20` CP -5TO HOME #1DRIVE TO 16 OF CRM PILLAR SE CORNER OF CRM PILLAR NE CORNER SNET #3591NAIL IN FENCE POST OF METAL D.H. IN FACE CONC.WALK 8 .59 ' CP-2 TO

CP-3 (BRASS BOLT IN BOULDER)

BRIDGE STREET

N=694,383.16

E=1,183,870.85

CP-14 (STEEL PIN)

PIER CONC.BRIDGE

CORNER.OF 30.79' 84.67' 42.72' BRASS BOLT BM 408 I -95 S.B. POST FENCED.H. IN CP-27 (STEEL PIN) 75.06' CP-TO15 40.37' T O C P-25 28.83' 24.58' CO NC. DOCK PILE WOOD NAIL IN CONC.DOCK BRASS BOLT BM 406 TO CP-27 DOCK CONC D.H.IN T HA M E S R IV ER N=694,363.47 E=1,182,686.94 CP-25 (REBAR) N=693,973.57 E=1,182,595.60 CP-26 (STEEL PIN) TO CP-15 T O CP -2 6 UNAVAILABLE SWINGTIES T O C P-16 TO CP-14 T O C P -16 C P -15TO TO CP-15 CP -12 T O SHEET 2 OF7

REFERENCE:_{ROW MAP NO.}

58-37 12'' RCP #27 PIER M B R N 694000 N 694000 N 694400 N 694400 N 694400 E 118 2 8 0 0 E 11828 0 0 E 1 183200 E 118 3 2 00 E 118 3 6 0 0 E 1183600 N 694000 0.9 0.9 0.9 WIREROPE FIELD LOC. W ETLA NDS 12 '' R C P 24''RCP B.M. FLNO ELEV. FIE LD LOC . W ET LAND S GW&E#0-3-1 GRAN SL CURB SOLID WHITE SOLID WHITE DASHED WHITE DASHED WHITE

(BITUMINOUS CONCRETE PAVEMENT)

SOLID WHITE SOLID WHITE

SOLID WHITE DASHED WHITE

SOLID WHITE SOLID WHITE

SOLID WHITE J OINT DASHED WHITE SOLID WHITE MTL.POST PAD CONC PAD CONC PAD CONC PAD CONC PAD CONC PAD CONC SCUPPER SCUPPER SCUPPER SCUPPER POST OVERHEAD SIGN TOP =138.20' TYPE SCUPPER TOP =137.93' TYPE SCUPPER TOP =132.69' TYPE SCUPPER TOP =133.03' TYPE SCUPPER J O IN T JO IN T JO IN T J O IN T JO IN T J O IN T J OIN T BIT J O INT J OIN T BIT SOLID YELLOW

GRAN SL CURB NEW

SCUPPER SCUPPER OLD NEW SCUPPER NEW OLD OLDNEW NEW NEW NEWNEW OLD OLDNEW NEW OLD OLD NEW NEW SCUPPER NEW OLD SCUPPER NEW NEWNEW NEW NEW NEW NEW NEW NEW SCUPPER NEWNEW SCUPPER NEW NEW NEW SCUPPER SCUPPER NEW NEWNEW OLD SCUPPER OLDOLD SCUPPER OLD NEW SCUPPER SCUPPER NEW NEW SCUPPER NEW NEW SCUPPER OLDMETAL OLD OLDOLD SCUPPER METAL SCUPPER METAL OLD METAL METAL METAL OLD OLDMETAL OLDMETAL METAL SCUPPERSCUPPER OLD OLDMETAL METAL OLD OLDMETAL OHSIGN OHSIGN OHSIGN OHSIGN SKUPPER SKUPPER SKUPPER SKUPPER 17 16 15 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 ABUT. NO. 5 14S 14N 12N 12S 9 10 11 13 6S 6N 8S 8N AB_U T._N O.₄ 7 E 1 1 8 3 4 8 3 .7 0 N 6 9 4 0 7 7 .5 7 3 4 0 + 8 2 .4 5 P C E 1 1 8 3 840 .48 N 6 9 4 07 3 .66 3 4 4 + 3 9 .5 8 P T E 1 18403 8 .80 N 6940 5 6 .6 9 3 4 6+ 38 .6 2 P C E 1177999.76 N 6 93982.45 285+7 2.40 PT E 1 178 237.70 N 693899.60 288+ 24.35 POE E 1178141.4 9 N 693961.1 1 87+13.2 2 PC E 1178286.42 N 69 3908.45 88+ 67.4 5 PCC E 1 1 7 9 0 0 2 .4 3 N 6 9 3 8 1 6 .9 3 9 5 + 9 3 .6 7 P T 121+00 120+00 122+00 123+00 117+00 116+00 118+00 119+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 105+00 104+00 106+00 107+00 101+00 100+00 102+00 103+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E S 68° 16'07.49" E 137+00 136+00 138+00 139+00 133+00 132+00 134+00 135+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 285+00 284+00 344+00 343+00 346+00 345+00 340+82 340+82 342+00 341+00 347+00 89+00 88+00 91 +00 90 +00 85+ 00 84+ 00 87+ 00 86+ 00 97+00 96+00 98+00 99+00 93+00 92+00 95+00 94+00 287+00 286+00 288+24 288+00 DESIGNER/DRAFTER: CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

GENERAL PLAN

SCALE: 1" = 200'

AND ELEVATION

PLAN VIEW

SCALE: 1" = 200'

ELEVATION VIEW

4 @ 312.5' = 1250.0' 352.5' 540.0' 352.5' 4 @ 312.5' = 1250.0' DATUM LINE 3 @ 91.25' = 273.75' 136.6' 207.7' 209.5' = 197.50' 2 @ 98.75' PIER RD. STATE SPAN NOS. 10 11 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 89.75'

EXISTING PIER NOS.

7 9 10 11 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6S 6N 8S 8N EL. 0.34 M.H.W. 12S 12N 14N 14S 7 9 1₀ 11 13 ₁₅ 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6S 6N 8_N 8_S 12N 12S 14S 14N NO. 4 EXIST. ABUT. ABUT. NO. 5

EXISTING PIER NOS.

SPAN NOS. 34B 35B 36B 33B 34B 35B ABUT. NO. 5 DATUM LINE EL. 2.1 C.J.L. 5 @ 136.25' = 685.25' - - - -CENTRAL R.R.

S-301

VARIES VARIES P.G.L. PARAPET 1'-11" SHOULDER 10'-0" TRAVEL LANES 24'-0" TRAVEL LANES 36'-0" SHOULDER 10'-0" PARAPET 1'-11" SCALE: „" = 1'-0" STREET COLE STREET LEWIS AVENUE CRYSTAL AVENUE FAIRVIEW 207.3' 89.6' 91.4' 94.2'

I-95 NB OVER THAMES RIVER, RAILROADS,

PROVIDENCE & EL. 0.00' EL. 1.2 H.T.L. CLEARANCE 135' MAX. 80' MIN. CLEARANCE EL. 0.00' C O N N E C T IC U T C O O R D IN A T E G R ID 83'-10" 20' 20' 20' 20' 11' 10' 11' 10' 10' 11' 10' 11' S T A T E P IE R R O A D

6 & 7 8 & 9 12 & 13 14 & 15

LEW IS STRE ET C E N T R A L A V E N U E C R Y S T A L A V E N U E C O L E S T MILL ST 174.56' V A R I E S -M A I N S P A N S 4 0 ' -A P P R O A C H S P A N S

PIO/MAN

WORCESTER R.R. CO. MAIN SPAN

LIMITS OF PROJECT NO. 94-256

TYPICAL EXISTING SECTION - SPANS 22-32

LIMITS OF PROJECT NO. 94-256

EBB

FLOOD

APPROACH SPANS APPROACH SPANS

NEW ENGLAND

B. CHAMBERLIN

EL. -2.36 M.L.W. SPAN 32 SPANS 22-25 & 29-31

03.02

(3)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

S-302

GENERAL NOTES:

GENERAL DESCRIPTION OF BRIDGE SUPERSTRUCTURE

I-95 NB OVER THAMES RIVER, RAILROADS,

NOTICE TO BRIDGE INSPECTORS

BRIDGE SHEET REFERENCE

HYDRAULIC DATA

WATERSHED DRAINAGE AREA DESIGN FLOOD DISCHARGE

100 year DESIGN FLOOD PLAIN ELEVATION 11.0

FRACTURE CRITICAL COMPONENT OR DETAIL TRUSS MEMBERS

TRUSS GUSSET PLATES 1500 sq. MI.

NA

DIRECTED BY THE MANAGER OF BRIDGE SAFETY AND EVALUATION.

WITH THE GOVERNING MANUALS FOR BRIDGE INSPECTION, UNLESS OTHERWISE THE FREQUENCY OF INSPECTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE THE IMPORTANCE OF INSPECTION OF ANY OTHER COMPONENT OF THE STRUCTURE.) FOR COMPONENTS FOR SPECIFIC ATTENTION SHALL NOT BE CONSTRUED TO REDUCE TO INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND DETAILS. (THE LISTING IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION. ATTENTION MUST BE GIVEN INSPECTED FOR, BUT NOT LIMITED TO, ALL APPROPRIATE COMPONENTS INDICATED THE DEPARTMENT'S BRIDGE SAFETY PROCEDURES REQUIRE THIS BRIDGE TO BE

GENERAL

NOTES

SUBSETS 3 & 4 SUBSETS 3 & 4

PIO/MAN

FLOORBEAMS DESIGN FLOOD RECURRENCE

EASTBOUND BRIDGE AND APPROACHES", DATED 10/28/1971.

INTERSTATE ROUTE 95 EASTBOUND IN THE TOWNS OF NEW LONDON AND GROTON - DRAWINGS FOR PROJECT 94-107 "RECONSTRUCTION OF GOLDSTAR MEMORIAL BRIDGE ON SUPERSTRUCTURE FRAMING PLANS DEVELOPED IN ACCORDANCE WITH THE DESIGN

3.

THREE SPAN CONTINUOUS TRUSS SEGMENT.

PROJECT IS LIMITED TO THE (4) TWO SPAN CONTINUOUS TRUSS SEGMENTS AND (1) SEGMENTS, AND (1) THREE-SPAN CONTINUOUS TRUSS SEGMENT ARE EXISTING. THIS

GIRDER SEGMENTS, (5) SIMPLE SPAN GIRDER SEGMENTS, (4) TWO-SPAN CONTINUOUS TRUSS IS CONSIDERED A SEGMENT OF THE BRIDGE. A TOTAL OF (9) TWO-SPAN CONTINUOUS

SUPERSTRUCTURE SEGMENTS: EACH CONTINUOUS SPAN OR SIMPLE SPAN SUPERSTRUCTURE 2.

PROJECT IS LIMITED TO THE 11 SPANS OF FRACTURE CRITICAL TRUSS MEMBERS.

TWO THROUGH GIRDERS IN GFS SPANS, AND TWO DECK TRUSSES IN TFS SPANS. THIS INCLUDES SIMPLE SPAN AND CONTINUOUS SPAN SUPERSTRUCTURES. EACH SPAN INCLUDES AND (11) SPANS OF FRACTURE CRITICAL TRUSS MEMBERS AND FLOORBEAMS. THE BRIDGE THE BRIDGE CONSISTS OF (23) SPANS OF FRACTURE CRITICAL GIRDERS AND FLOORBEAMS 1.

STRUCTURAL STEEL NOTES:

B. CHAMBERLIN

WITH THE RESPECTIVE UTILITY COMPANY.

THE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO UTILITY PROTECTION POWERLINES AT FAIRVIEW AVENUE OWNED BY EVERSOURCE.

3.

TRANSPORTATION.

COMMUNICATION AND CONTROL SYSTEM CABLES OWNED BY THE CT DEPARTMENT OF 2.

POWER FOR ROADWAY LIGHTING AND NAVIGATION LIGHTS. 1.

SHALL BE PROTECTED DURING CONSTRUCTION:

UTILITIES: THE FOLLOWING UTILITIES ARE LOCATED WITHIN THE PROJECT LIMITS AND THE FIELD MEASUREMENTS SHALL ALSO BE SUBMITTED FOR REFERENCE BY THE REVIEWER. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE SUBMITTED FOR REVIEW, FOR THEIR ACCURACY.

FABRICATION AND FIT OF THE FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER DESIGN AND SHOP DRAWINGS AND ARE NOT GUARANTEED.

PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

DIMENSIONS: WHEN DECIMAL DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL AMS-STD-595A COLOR NO. 35526, (LIGHT BLUE).

THE COLOR OF THE TOPCOAT MATERIAL ON THE STRUCTURAL STEEL SHALL CONFORM TO "APPROACH TRUSS PAINTING LIMIT DETAIL".

PAINTING OF BEAM ENDS (SITE NO. 2)". FOR ADDITIONAL PAINTING NOTES, SEE DRAWING PAINTING OF STRUCTURE (SITE NO. 1)" AND "LOCALIZED PAINT REMOVAL AND FIELD

REQUIREMENTS OF THE SPECIAL PROVISIONS, "ABRASIVE BLAST CLEANING AND FIELD PAINT: PAINTING OF THE EXISTING STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS.

STRUCTURAL STEEL: SEE STRUCTURAL STEEL NOTES FOR DESIGNATIONS AND FUTURE PAVING ALLOWANCE: NONE

LIVE LOAD: AASHTO HL-93 OPERATING REQUIREMENTS.

STRUCTURAL STEEL: SEE STRUCTURAL STEEL NOTES FOR DESIGNATIONS AND MATERIAL STRENGTHS:

DESIGN MANUAL (2003), INCLUDING REVISIONS UP TO 12/2019.

2017, AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, EIGHTH EDITION, SUPPLEMENTAL SPCIFICATION DATED JULY, 2020 AND SPECIAL PROVISIONS.

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 818 (2020),

A563, GRADE DH3 AND WASHERS SHALL CONFORM TO F436 TYPE 3.

CONFORMING TO ASTM F3125, GR. A325, TYPE 1, NUTS SHALL CONFORM TO ASTM ALL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH-STRENGTH BOLTS

7.

FRACTURE CRITICAL ENDORSEMENT (IBR, F).

CERTIFICATION PROGRAM CATEGORY BRIDGE FABRICATOR INTERMEDIATE WITH THE STRUCTURAL STEEL FABRICATOR SHALL BE CERTIFIED UNDER THE AISC 6.

ALL STRUCTURAL ELEMENTS UNTIL THE TOTAL STRUCTURE IS IN BEING.

THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTIONS TO ENSURE STABILITY OF 5.

PASS OR LAYER, AS DETERMINED BY THE ENGINEER.

EACH PASS OR LAYER INSPECTED AND ACCEPTED BEFORE PROCEEDING TO THE NEXT MULTIPLE PASS WELDS, INSPECTED BY THE MAGNETIC PARTICLE METHOD SHALL HAVE 4.

WELDED FIELD SPLICES WILL NOT BE ALLOWED.

INCLUDING THE COST OF DESIGN SHALL BE AT NO EXTRA EXPENSE TO THE STATE. BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE COST OF THESE SPLICES SUBMISSION OF SHOP DRAWINGS. IF ALLOWED, THESE SPLICES SHALL BE DESIGNED ALLOWED EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER PRIOR TO THE BOLTED FIELD SPLICES, OTHER THAN THOSE INDICATED ON THE PLANS, WILL NOT BE 3.

NOTED ON THE PLANS.

ANSI/AASHTO/AWS D1.5 - (2015) - BRIDGE WELDING CODE, UNLESS OTHERWISE WELDING DETAILS, PROCEDURES, AND TESTING METHODS SHALL CONFORM TO THE 2.

UNLESS OTHERWISE NOTED FOR FRACTURE CRITICAL MEMBERS.

STRUCTURAL STEEL (LOW ALLOY) SHALL CONFORM TO AASHTO M270 GRADE 50F2, 1.

STRUCTURE SITE NUMBERS:

SITE NO. 2 - SPAN NOS. 22-32: STRINGERS 2.

SITE NO. 1 - SPAN NOS. 22-32: TRUSS MEMBERS & GUSSET PLATES 1.

(4)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

SCALE AS NOTED 2/17/2021 BLOCK: SIGNATURE/ ...\SB_MSH_0094_0256_(04)_S-303.dgn Plotted Date: CONNECTICUT D E P A R T M E N T O F TRANSP OR T A T I O N - -- -- - -- - - -- - -- - -- - - -

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

LEGEND:

A

BRIDGE STRENGTHENING AND

REHABILITATION INDEX SHEET

E F

BEARING TYPE:

- EXPANSION - FIXED

S-303

I-95 NB OVER THAMES RIVER, RAILROADS,

NOTES:

- STRENGTHEN EXISTING TRUSS AND STRINGERS

21 22 23 24 25 26 27 28 29 30 31 32 E E F E E F E E F F E E F E E F E E BEARING TYPE SPAN NOS. EXISTING PIER NOS.

22 23 24 25 26 27 28 29 30 31 32 AVENUE FAIRVIEW DATUM LINE EL. 0.00' EL. 2.1 C.J.L. EL. 0.34 M.H.W. 27

ELEVATION VIEWS

SCALE: 1" = 80'

SPANS 27 - 32

SPANS 22 - 27

BEARING TYPE SPAN NOS. EXISTING PIER NOS. DATUM LINE

EL. 0.00'

A A

SITE NO. 1 (TRUSS MEMBERS, GUSSET PLATES & THEIR CONNECTIONS), SITE NO. 2 (STRINGERS)

REFER TO THIS SUBSET FOR SITE NO. 2 RELATED WORK. 2.

REFER TO SUBSET 4 FOR SITE NO. 1 RELATED WORK. 1.

LIGHT STANDARD (TYP.)

POWERLINES

PIO/MAN

STRENGTHEN EXISTING TRUSSES AND SELECT STRINGERS STRENGTHEN EXISTING SELECT STRINGERS

STRENGTHEN EXISTING SELECT STRINGERS STRENGTHEN EXISTING TRUSSES AND SELECT STRINGERS

WORCESTER R.R. CO. PROVIDENCE & CENTRAL R.R. NEW ENGLAND

B. CHAMBERLIN

EL. -2.36 M.L.W. PLAN (TYP.)

FOR LIMITS, SEE GENERAL

(5)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

SEQUENCE OF CONSTRUCTION

S-304

I-95 NB OVER THAMES RIVER, RAILROADS,

LIMITATIONS ON CONTRACTOR OPERATIONS:

PIO/MAN

RAILROAD LIMITATIONS:

LIMITATIONS AND

WORK PLAN & CONSTRUCTION SEQUENCE NOTES:

CONSTRUCTION SEQUENCE FOR SPANS 22-23, 24-25, 29-30, & 31-32

CONSTRUCTION SEQUENCE FOR SPANS 22-23, 24-25, 29-30, & 31-32 (CONT.)

STRENGTHEN DIAGONAL MEMBERS L0U1 & L20U19 ON THE NORTH TRUSS. 21.

STRENGTHEN GUSSET PLATES AT NODES L20 & L0 ON THE NORTH TRUSS. 20.

STRENGTHEN VERTICAL MEMBERS U0L0 AND U20L20 ON THE NORTH TRUSS. 19.

STRENGTHEN GUSSET PLATES AT NODES U1 & U19 ON THE NORTH TRUSS. 18.

STRENGTHEN DIAGONALS L18U17 AND U3L2 ON THE NORTH TRUSS. 17.

STRENGTHEN GUSSET PLATES AT NODES U3 & U17 ON THE NORTH TRUSS. 13.

STRENGTHEN GUSSET PLATES AT NODE U15 & U5 ON THE NORTH TRUSS. 9.

STRENGTHEN DIAGONALS U7L8 AND U13L12 ON THE NORTH TRUSS. 7.

STRENGTHEN GUSSET PLATES AT NODES U7 AND U13 ON THE NORTH TRUSS. 6.

TO NODE U11.

STRENGTHEN GUSSET PLATES AT NODES L8 AND L12 ON THE NORTH TRUSS. FOLLOW STEPS SIMILAR 5.

PLATES INTO THE GUSSET BY FIELD DRILLING HOLES AND INSTALLING NEW HS BOLTS.

STRENGTHEN VERTICAL MEMBERS U8L8 AND U12L12 ON THE NORTH TRUSS. SECURE STRENGTHENING 4.

PLATES BY FIELD DRILLING HOLES AND INSTALLING HIGH STRENGTH BOLTS.

BATTEN PLATES ON THE DIAGONALS WITH PROPOSED STRENGTHENING PLATES. SECURE STRENGTHENING STRENGTHEN DIAGONAL MEMBERS U9L10 AND U11L10 ON THE NORTH TRUSS. REPLACE EXISTING

3.

AND INSTALLING BOLTS. REFER TO DWG. "APPROACH TRUSS GUSSET PLATE L10 (1/5)".

U10L10 ON THE NORTH TRUSS AND CONNECT THEM TO THE EXISTING CHANNELS BY FIELD DRILLING WHILE WORKING ON GUSSET PLATE AT NODE L10 INSTALL VERTICAL PLATES ON VERTICAL MEMBER 2.

STRENGTHEN GUSSET PLATES AT NODE L10 ON THE NORTH TRUSS. 1.

PHASE C (NORTH TRUSS)

STRENGTHEN GUSSET PLATES AT NODES L6 AND L14 ON THE NORTH TRUSS. 2.

STRENGTHEN GUSSET PLATES AT NODES U9 AND U11 ON THE NORTH TRUSS. 1.

PHASE B (NORTH TRUSS)

STRENGTHEN GUSSET PLATES AT NODES L6 AND L14 ON THE SOUTH TRUSS. 2.

STRENGTHEN GUSSET PLATES AT NODES U9 AND U11 ON THE SOUTH TRUSS. 1.

PHASE A (SOUTH TRUSS)

STRENGTHEN DIAGONAL MEMBERS L0U1 & L20U19 ON THE SOUTH TRUSS. 21.

STRENGTHEN GUSSET PLATES AT NODES L20 & L0 ON THE SOUTH TRUSS. 20.

STRENGTHEN VERTICAL MEMBERS U0L0 AND U20L20 ON THE SOUTH TRUSS. 19.

STRENGTHEN GUSSET PLATES AT NODES U1 & U19 ON THE SOUTH TRUSS. 18.

STRENGTHEN DIAGONALS L18U17 AND U3L2 ON THE SOUTH TRUSS. 17.

STRENGTHEN GUSSET PLATES AT NODES U3 & U17 ON THE SOUTH TRUSS. 13.

STRENGTHEN GUSSET PLATES AT NODE U15 & U5 ON THE SOUTH TRUSS. 9.

STRENGTHEN DIAGONALS U7L8 AND U13L12 ON THE SOUTH TRUSS. 7.

STRENGTHEN GUSSET PLATES AT NODES U7 AND U13 ON THE SOUTH TRUSS. 6.

U11.

STRENGTHEN GUSSET PLATES AT NODES L8 AND L12 ON THE SOUTH TRUSS. FOLLOW STEPS SIMILAR TO NODE 5.

THE GUSSET BY FIELD DRILLING HOLES AND INSTALLING NEW HS BOLTS.

STRENGTHEN VERTICAL MEMBERS U8L8 AND U12L12 ON THE SOUTH TRUSS. SECURE STRENGTHENING PLATES INTO 4.

HOLES AND INSTALLING HIGH STRENGTH BOLTS.

ON THE DIAGONALS WITH PROPOSED STRENGTHENING PLATES. SECURE STRENGTHENING PLATES BY FIELD DRILLING STRENGTHEN DIAGONAL MEMBERS U9L10 AND U11L10 ON THE SOUTH TRUSS. REPLACE EXISTING BATTEN PLATES 3.

REFER TO DWG. "APPROACH TRUSS GUSSET PLATE L10 (1/5)".

SOUTH TRUSS AND CONNECT THEM TO THE EXISTING CHANNELS BY FIELD DRILLING AND INSTALLING BOLTS. WHILE WORKING ON GUSSET PLATE AT NODE L10 INSTALL VERTICAL PLATES ON VERTICAL MEMBER U10L10 ON THE 2.

STRENGTHEN GUSSET PLATES AT NODE L10 ON THE SOUTH TRUSS. 1.

PHASE D (SOUTH TRUSS)

B. CHAMBERLIN

PHASE D.

STRINGER REPAIRS MAY BE COMPLETED AT ANY TIME DURING PHASE C AND 4.

TRUSSES.

COMPLETE, THE PLATFORMS MAY BE INSTALLED AT OTHER LOCATIONS ON THE REPAIRS INCLUDED IN PHASE A AND PHASE B ONLY. ONCE THESE PHASES ARE WORK PLATFORMS AND DEBRIS SHIELDS SHALL BE INSTALLED FOR THE ISOLATED 3.

REPAIR/STRENGTHENING DRAWINGS FOR EACH GUSSET NODE OR TRUSS CHORD. DESCRIPTION OF WORK FOR EACH SEGMENT, REFER TO THE

GLOBAL DESCRIPTION OF THE REQUIRED WORK. FOR A MORE DETAILED THE CONSTRUCTION SEQUENCE DESCRIBED ON THIS DRAWING PROVIDES A 2.

PHASING MAY NOT BE CHANGED WITHOUT PRIOR APPROVAL OF THE ENGINEER. LOADINGS ON THE BRIDGE FOR SUBSEQUENT PHASES OF THE WORK. THE

UPON STRUCTURE STRENGTHENING REQUIREMENTS TO SUPPORT CONSTRUCTION THE SEQUENCE OF CONSTRUCTION DESCRIBED ON THIS DRAWING IS BASED 1.

BY G&W.

BE OUTSIDE THE CLEARANCE ENVELOPE OF THE TRACKS EXCEPT AS PERMITTED TEMPORARY WORK PLATFORMS, SHIELDING, AND ALL OTHER EQUIPMENT SHALL E.

SHALL BE IN ACCORDANCE WITH NECR/PWRZ PUBLIC PROJECT MANUAL. ALL WORK PERFORMED ON, ABOVE OR ADJACENT TO RAILROAD PROPERTY D.

OR OTHERWISE IMPACTED DUE TO THE WORK BEING PERFORMED.

TRAFFIC THROUGHOUT THE WORK PERIOD AND RAIL TRAFFIC IS NOT DELAYED AT THE PROJECT LOCATION REMAIN FULLY CAPABLE OF OPERATING RAIL

AND PERFORM THE WORK IN A MANNER SUCH THAT THE RAILROAD TRACKS OF WAY SHALL REMAIN CLEAR AT ALL TIMES. THE CONTRACTOR SHALL PLAN OF MATERIALS OR EQUIPMENT DURING CONSTRUCTION. THE RAILROAD RIGHT THE CONTRACTOR SHALL NOT USE THE RAILROAD RIGHT OF WAY FOR STORAGE C.

RIGHT-OF-WAY OR ANY WORK THAT HAS A "POTENTIAL TO FOUL".

G&W FLAGGING SERVICES WILL BE REQUIRED FOR ALL WORK WITHIN G&W B.

DEPARTMENT 30 DAYS PRIOR TO STARTING CONSTRUCTION.

CONTRACTOR TO NOTIFY G&W (GENESEE & WYOMING) PUBLIC PROJECTS A.

REHABILITATION OF THE BRIDGE.

ACCESS FOR THE PURPOSES OF INSPECTION, MAINTENANCE, AND

MANAGEMENT & RECYCLING FACILITY, WHICH IS LOCATED UNDER SPAN 22, TO CONTRACTOR TO COORDINATE WITH THE OWNER OF SOLID WASTE

13.

SHALL BE MAINTAINED AT ALL TIMES.

VERTICAL CLEARANCE OF 80 FEET ABOVE THE MEAN HIGH WATER ELEVATION SPECIFIED IN THE CONTRACT SPECIAL PROVISIONS. THE EXISTING MINIMUM "GENERAL CONSTRUCTION REQUIREMENTS" OF THE U.S. COAST GUARD AS PIER NOS. 26 AND 27 SHALL BE PERFORMED IN ACCORDANCE WITH THE

NAVIGATION CHANNEL: ALL WORK ABOVE THE NAVIGATION CHANNEL BETWEEN 12.

AND PROGRESS".

PROVISIONS, "MAINTENANCE AND PROTECTION OF TRAFFIC" & "PROSECUTION TRAFFIC: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL 11.

REPLACED IN KIND AT NO ADDITIONAL COST TO THE STATE.

CONTRACTOR'S OPTION THESE DRAINAGE SYSTEM COMPONENTS MAY BE

LOCATION AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. AT THE SYSTEM CONFLICTING WITH CONSTRUCTION OPERATIONS TO THEIR ORIGINAL CONTRACTOR TO STORE AND RESET COMPONENTS OF THE EXISTING DRAINAGE 10.

PROVISIONS "TEMPORARY DRAINAGE (SITE NO. 1)".

THIS WORK TO BE COMPLETED IN ACCORDANCE WITH THE SPECIAL

ACCORDANCE WITH THE AASHTO SPECIFICATIONS FOR TEMPORARY WORKS. DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CT; IN DURING CONSTRUCTION OPERATIONS. TEMPORARY DRAINAGE SYSTEM TO BE AROUND THE GUSSET PLATES AND TRUSS MEMBERS TO BE RETROFITTED CONTRACTOR TO TEMPORARILY RELOCATE THE EXISTING DRAINAGE SYSTEM 9.

AGENCIES, INCLUDING OSHA.

REQUIREMENTS TO SATISFY THE ELECTRIC UTILITY AND ALL REGULATORY PLAN HIS WORK AND USE OF EQUIPMENT TO COMPLY WITH ALL CLEARANCE FAIRVIEW AVENUE. CONTRACTOR SHALL VERIFY LOCATION IN THE FIELD AND APPROXIMATE LOCATION OF ELECTRIC TRANSMISSION WIRES SHOWN ON 8.

AS SHOWN ON THE PLANS.

INTERFERE WITH ROADWAYS, RAIL SERVICE, AND EXISTING UTILITIES, EXCEPT ALL RETROFIT WORK SHALL BE CARRIED OUT IN A MANNER SO AS NOT TO 7.

SYSTEMS AS REQUIRED FOR THE WORK INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL DESIGN AND USE TEMPORARY SUPPORT AND BRACING 6.

SEASONAL EVENTS. SEE SPECIAL PROVISIONS.

CERTAIN PERIODS OF TIME DUE TO ENVIRONMENTAL CONSTRAINTS AND CONTRACTOR OPERATIONS WILL BE IMPACTED AND RESTRICTED DURING 5.

CONTRACT IS COMPLETED IN THE ALLOWED TIME.

WORK ON MULTIPLE SUPERSTRUCTURE SEGMENTS SIMULTANEOUSLY TO ENSURE CONTRACTOR SHALL PROVIDE SUFFICIENT WORK CREWS AND MANPOWER TO 4.

TRAFFIC ACCORDING TO THE LIMITATION OF OPERATIONS.

TRUSS MEMBER TO BE STRENGTHENED SHALL BE CLOSED TO LIVE LOAD SHOULDER CLOSURES: THE SHOULDER AND ADJACENT LANE NEAREST THE 3.

SYSTEMS SHALL BE INCLUDED IN THE ITEM "CONSTRUCTION ACCESS (LS)". DESIGNING, FURNISHING, INSTALLING, AND REMOVING ACCESS AND PROTECTIVE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE COST OF

GUIDE SPECIFICATIONS FOR BRIDGE TEMPORARY WORKS TO SUIT THE CONTRACTOR. THE DESIGN SHALL BE IN ACCORDANCE WITH THE AASHTO LICENSED IN THE STATE OF CONNECTICUT AND EMPLOYED BY THE

REQUIRED. THIS WORK SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ACCESS, AND SHALL PROTECT THE WORK AREAS BENEATH THE BRIDGE AS ACCESS: THE CONTRACTOR SHALL PROVIDE WORK PLATFORMS FOR TEMPORARY 2.

LOADS.

PLANNED AND STAGED IN A MANNER THAT WILL NOT EXCEED THE ALLOWABLE ACCESS SYSTEMS WITHIN EACH SUPERSTRUCTURE SEGMENT WILL NEED TO BE NOTED ON THE PLANS. CONCURRENT WORK AND USE OF CONSTRUCTION

FOOT AND ATTACHMENT POINT LOADS DO NOT EXCEED THE ALLOWABLE LOADS BEING INSTALLED SHALL BE RESTRICTED TO ENSURE TOTAL LOAD PER LINEAR OF WORKERS, EQUIPMENT AND FABRICATED MATERIAL SUPPORTED PRIOR TO SYSTEMS SUPPORTED BY THE EXISTING SUPERSTRUCTURE, INCLUDING WEIGHT IS HEREBY NOTIFIED THAT USE OF TEMPORARY CONSTRUCTION ACCESS

RESTRICTION ON USE OF CONSTRUCTION ACCESS SYSTEMS: THE CONTRACTOR 1.

(6)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

DATUM LINE 7 9 10 11 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6S 6N 8S 8N 12S 12N 14N 14S

S-305

SCALE: 1" = 200' 33B 34B 35B DATUM LINE CENTRAL R.R. 500' R TO FALCON NEST 500' R TO FALCON NEST

T1

T2

T4

T5

T3

PIER RD. STATE STREET COLE STREET LEWIS AVENUE

CRYSTAL FAIRVIEW AVE.

I-95 NB OVER THAMES RIVER, RAILROADS,

500' R TO FALCON NEST 500' R TO FALCON NEST

SPAN 16/17 SPAN 18/19 SPAN 20/21 SPAN 22/23 SPAN 24/25 SPAN 26 SPAN 27 SPAN 28 SPAN 29/30 SPAN 31/32

SPAN 14/15 SPA_{N 8} /9 SPA N 6/7 SPAN _10/ 11 SPAN_12/₁₃

SPAN 29/30 SPAN 31/32 SPAN 33 SPAN 34 SPAN 35/36

SPAN 27 SPAN 28

SPAN36B

SPAN35B

SPAN34B

SPAN 24/25 SPAN 26

SPAN 16/17 SPAN 18/19 SPAN 20/21 SPAN 22/23

SPA_{N 12/} 13 SPA_N 8_/₉ SP_AN 6_/ 7 SPAN 14/15 SPAN 10/1₁ EL. 0.00' EL. 0.00' EL. -1.7 M.L.W. EL. 1.2 H.T.L. EL. 2.1 C.J.L. EL. 0.9 M.H.W.

T5

T4

T3

T2

T1

PHASE A - STRENGTHEN SELECT GUSSET PLATES (SOUTH SIDE)

PHASE B - STRENGTHEN SELECT GUSSET PLATES (NORTH SIDE)

PIO/MAN

7 9 10 11 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6S 6N 8S 8N 12S 12N 14N 14S CENTRAL R.R. 500' R TO FALCON NEST 500' R TO FALCON NEST

T1

T2

T4

T5

T3

EL. 1.2 H.T.L. EL. 2.1 C.J.L. EL. 0.34 M.H.W. EL. 0.00' DATUM LINE (SEE NOTE 1)

RIGHT SHOULDER/LANE CLOSED AS NEEDED

(SEE NOTE 1)

LEFT SHOULDER/LANE CLOSED AS NEEDED

33B 34B 35B DATUM LINE EL. 0.00' WORCESTER R.R. CO. WORCESTER R.R. CO. U9 U11 L14 L6 L6 L14 U11 U9 L6 L14 U11 U9 L14 U11 U9 L6 32 33 34 35

T5

U11 U9 30 31 FAIRVIEW AVE. DATUM LINE EL. 0.00' WORCESTER R.R. CO. L14 27 28 29 500' R TO FALCON NEST

T4

T3

EL. 2.1 C.J.L. EL. 0.34 M.H.W. L6 U11 U9 22 23 24 25 CENTRAL R.R.

T1

T2

EL. 1.2 H.T.L. U9 U11 L14 L6 L6 L14 U11 U9 26 500' R TO FALCON NEST 7 9 10 11 13 15 16 17 18 19 20 21 6S 8S 12S 14N PIER RD. STATE STREET COLE STREET LEWIS AVENUE CRYSTAL 6N 8N 12N 14S EL. 0.00' DATUM LINE

TX

TRUSS SUPERSTRUCTURE SEGMENT

LEGEND: PHASE B NOTES:

PHASE A NOTES:

ELEVATION - SUPERSTRUCTURE SEGMENTS

PHASING - SHEET 1

PROVIDENCE & PROVIDENCE & PROVIDENCE & NEW ENGLAND NEW ENGLAND NEW ENGLAND PLAN ELEVATION ELEVATION PLAN SEQUENCE OF CONSTRUCTION".

NOTES ON DRAWING "LIMITATIONS AND REFER TO SEQUENCE OF CONSTRUCTION 2.

TRUSS SEGMENT T1, T2, T4, AND T5. THE SOUTH TRUSS OF EACH APPROACH STRENGTHEN GUSSETS U9, U11, L6, L14 ON 1.

SEQUENCE OF CONSTRUCTION".

TRUSS SEGMENT T1, T2, T4, AND T5. THE NORTH TRUSS OF EACH APPROACH STRENGTHEN GUSSETS U9, U11, L6, L14 ON 1. L14 L6

T5

T4

T3

T2

T1

B. CHAMBERLIN

EL. -2.36 M.L.W. EL. -2.36 M.L.W. C O N N E C T IC U T C O O R D IN A T E G R ID C O N N E C T IC U T C O O R D IN A T E G R ID

CONSTRUCTION

03.06

(7)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

S-306

I-95 NB OVER THAMES RIVER, RAILROADS,

500' R TO FALCON NEST 500' R TO FALCON NEST

SPAN 16/17 SPAN 18/19 SPAN 20/21 SPAN 22/23 SPAN 24/25 SPAN 26 SPAN 27 SPAN 28 SPAN 29/30 SPAN 31/32

SPAN 14/15 SPA_{N 8} /9 SPA N 6/7 SPAN _10/ 11 SPAN_12/₁₃

SPAN 29/30 SPAN 31/32 SPAN 33 SPAN 34 SPAN 35/36

SPAN 27 SPAN 28

SPAN36B

SPAN35B

SPAN34B

SPAN 24/25 SPAN 26

SPAN 16/17 SPAN 18/19 SPAN 20/21 SPAN 22/23

SPA_{N 12/} 13 SPA_N 8_/₉ SP_AN 6_/ 7 SPAN 14/15 SPAN 10/1₁

T5

T4

T3

T2

T1

PIO/MAN

7 9 10 11 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6S 6N 8S 8N 12S 12N 14N 14S CENTRAL R.R. 500' R TO FALCON NEST 500' R TO FALCON NEST

T1

T2

T4

T5

T3

EL. 1.2 H.T.L. EL. 2.1 C.J.L. EL. 0.34 M.H.W. EL. 0.00' DATUM LINE (SEE NOTE 1)

RIGHT SHOULDER/LANE CLOSED AS NEEDED (SEE NOTE 1)

LEFT SHOULDER/LANE CLOSED AS NEEDED

33B 34B 35B DATUM LINE EL. 0.00' WORCESTER R.R. CO. 32 33 34 35

T5

30 31 FAIRVIEW AVE. DATUM LINE EL. 0.00' WORCESTER R.R. CO. 27 28 29 500' R TO FALCON NEST

T4

T3

EL. 2.1 C.J.L. EL. 0.34 M.H.W. 22 23 24 25 CENTRAL R.R.

T1

T2

EL. 1.2 H.T.L. 26 500' R TO FALCON NEST 7 9 10 11 13 15 16 17 18 19 20 21 6S 8S 12S 14N PIER RD. STATE STREET COLE STREET LEWIS AVENUE CRYSTAL 6N 8N 12N 14S EL. 0.00' DATUM LINE

TX

TRUSS SUPERSTRUCTURE SEGMENT

LEGEND:

PHASE C - STRENGTHEN TRUSS CHORDS & REMAINING GUSSETS (NORTH SIDE)

PHASE D - STRENGTHEN TRUSS CHORDS AND REMAINING GUSSETS (SOUTH SIDE)

PHASING - SHEET 2

PROVIDENCE & PROVIDENCE & NEW ENGLAND NEW ENGLAND PLAN ELEVATION ELEVATION PLAN PHASE C NOTES: PHASE D NOTES: SEQUENCE OF CONSTRUCTION".

EACH APPROACH TRUSS SEGMENT

AND GUSSET ON THE SOUTH TRUSS OF STRENGTHEN REMAINING CHORD SEGMENTS 1.

EACH APPROACH TRUSS SEGMENT

AND GUSSET ON THE NORTH TRUSS OF STRENGTHEN REMAINING CHORD SEGMENTS 1.

T5

T4

T3

T2

T1

B. CHAMBERLIN

EL. -2.36 M.L.W. EL. -2.36 M.L.W. C O N N E C T IC U T C O O R D IN A T E G R ID C O N N E C T IC U T C O O R D IN A T E G R ID

CONSTRUCTION

03.07

(8)

C O N T A IN E R M E T A L (_DETACHED) SCUPPER (SCUPPER_DETACHED) " C " C B G A T E P O S T P O S T G A T E P O S T G A T E P O S T S G A T E P O S T S G A T E G R A V E L G R A V E L W O O D S / B R U S H P A V E M E N T B IT U M IN O U S B IT F E N C E P IP E BRUSH B IT G R A V E L R R T R A C K S G R A V E L S IL T E D G R A V E L G R A V E L 4 3 2 2 2 2 6 7 8 8 7 8 1 1 1 2 1 3 1 4 1 6 1 7 1 8 1 9 9 9 9 8 8 6 W O O D P O S T B C L C # 3 0 " C -L " C B F E N C E 8 ' _C H L N K FENCE 8'CH LNK S A N . M H H . H . 1 0 1₀ 1 5 2 0 116+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 N 86°21' 53.77" E DESIGNER/DRAFTER: CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

SCALE: 1" = 50'

PRECONSTRUCTION SITE

PREPARATION PLAN - 1

STA 101+80 TO 116+65

S-307

I-95 NB OVER THAMES RIVER, RAILROADS,

S E E D R A W I N G N O . S -S P 2 M A T C H L I N E B -B

APPROXIMATE LEASE LINE NEW LONDON PWD FACILITY

FALCON NEST PEREGRINE 500' RADIUS TO

PARKING LOT

CTDEEP BOAT LAUNCH REMOVAL FOR ACCESS PURPOSES

APPROX. AREA OF BRUSH/ TREE

DEFINED EASEMENT LINE NON-ACCESS HIGHWAY LINE

PIO/MAN

AND RECYCLING FACILITY SOLID WASTE MANAGEMENT

SUBSET "ENVIRONMENTAL" BOAT LAUNCH PROPERTY, SEE FOR WORK WITHIN THE CTDEEP CENTRAL RAILROAD NEW ENGLAND CENTRAL RAILROAD NEW ENGLAND 102.3 58' T2 T1

EXISTING ACCESS GATE

SITE PLAN

EXISTING ACCESS GATES

APPROXIMATE. LIMITS OF OVERHEAD STRUCTURE

B. CHAMBERLIN

C O N N E C T IC U T C O O R D IN A T E G R ID (TYP.)

UNDER CLEARING AND GRUBING FOR ACCESS PURPOSES PAID FOR APPROX. AREA OF BRUSH REMOVAL

133.7'+/ -153. 2'+/ -75.6'+/

-03.08

(9)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

PRECONSTRUCTION SITE

PREPARATION PLAN - 2

SCALE: 1" = 50' M A T C H L I N E C -C M A T C H L I N E C -C

STA 116+65 TO 131+50

STA 131+50 TO ABUTMENT NO. 5

S-308

I-95 NB OVER THAMES RIVER, RAILROADS,

FA IR VI EW AV E. M A T C H L I N E B -B S E E D R A W I N G . N O . S -S P 1

RIGHT OF WAY LEGEND

APPROX. LIMITS OF OVERHEAD STRUCTURE

APPROX. LIMITS OF OVERHEAD STRUCTURE PEREGRINE FALCON NEST

500' RADIUS TO

PIO/MAN

DEFINED EASEMENT LINE BRIDGE NUMBER 03819)

AND REHABILITATION OF

OF INSPECTION, MAINTENANCE, (FOR THE PURPOSES

DEFINED EASEMENT R

R

R WITHIN RAILROAD PROPERTY

ADDITIONAL EASEMENT AREA OBTAINED

DEFINED EASEMENT LINE

FOR ACCESS PURPOSES

APPROX. AREA OF BRUSH REMOVAL RAILROAD PROPERTY

EXISTING POWERLINES PARKING LOT

CTDEEP BOAT LAUNCH

SEE SUBSET "ENVIRONMENTAL" CTDEEP BOAT LAUNCH PROPERTY, FOR STAGING AREAS WITHIN THE

FLOATING BARGE OR OWNER APPROVED MEANS, SEE SUBSET "ENVIRONMENTAL" PIERS IN THIS AREA ARE LOCATED IN THE THAMES RIVER, ACCESS FROM

T4 T3 T2

SITE PLAN

SCALE: 1" = 50' T5 T4

(LIMITED ACCESS, SEE SUBSET "ENVIRONMENTAL" & SPECIAL PROVISIONS) APPROX. NAVIGATION CHANNEL LIMITS IN THIS AREA

B. CHAMBERLIN

C O N N E C T IC U T C O O R D IN A T E G R ID BASELINE BASELINE

(2 LOW CLEARANCE RR BRIDGES HERE)

C O N N E C T IC U T C O O R D IN A T E G R ID N 86°21' 53.77" E 137+00 136+00 138+00 139+00 133+00 132+00 134+00 135+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 344₊₀₀ 343+00 346₊₀₀ 345₊₀₀ 340+82 340+82 342+00 341+00 121+00 120+00 122+00 123+00 117+00 118+00 119+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 N 86°21' 53.77" E

NORTH BOUND

HUT QUONSETT METAL

NORTH BOUND

3.5' x 5. 5'RC P STONE CRUSHED L K O F F B IT BI_{T WALK} CONCRETEBARRIER BC LC 1_2' '_RCP 24' 'RCP BC LC BCLC BC LC GRAVELPARKING BCLC BCLC BCLC CO NC . W AL K D R IV E G R A V E L BC LC GRAVELPARKING DRIVE GRAV EL B C L C BCLC GRAVEL B CL C B C LC G R AV E L D R IV E B_C L_C B C L C BU_I LD_I NG BRI_CK B.M. E_{ND ANCHOR} SCUPPER SCUPPER STONE CRUSHED STONE CRUSHED PAD CONCRETE BOAT LAUNCH DO_CK CO_NC RE_TE DOCK CONCRETE POSTS WOODROW OF BIT LKOFF NUMBER NO NUMBER NO NUMBER NO NUMBER NO SCUPPER SCUPPER POST WOOD POST WOOD CURBING TIMBER GATE CB "C-L" CB "C" CB "C" CB "C" CB "C-L" #3587 AT&T _FEN CE CH LN_K #3588S AT&T 54''CMP 12 '' C MP 42'' x 42" BOX 42'' x 42" BOX 8'' P VC P V C 8 '' W IR E R O PE SAND BIT DR PARKING BIT #358 SNET ENDWALL CONCRETE BIT LKOFF T100 FLAG T103 FLAG T104 FLAG WF#300 WF#304 WF#308 WF#312 WF#314 WF#321 WF#340 WF#326 WF#327 WF#328 WF#343 WF#338 WF#330 WF#336 WF#333 WF#345 WF#347 WF#348 WF#351 WF#353 WF#357 T150 FLAG T153 FLAG T156 FLAG T160 FLAG T163 FLAG T165 FLAG T169 FLAG 251_/529 VOL/PAGE CONNECTICUT STATE OF CONNECTICUT STATE OF N/F ((58)94-95-24)

I_{N FAVOR OF STATE OF CONNECTI}

CUT

INSPECTION,MAI_{NTENANCE AND RECONSTRUCTI}

ON

EA_{SEMENT FOR CONSTRUCTI}

ON,OPERATION,

SUBJE

CT TO A FULL AND PERPETUAL

EA SE ME NT LIN E AP PR OX IMA TE DEPARTMENT OF UTILITIES CI_{TY OF GROTON,} I_{N FAVOR OF} A CCESS EASEMENT SUBJE_{CT TO AN} 1092/137 VOL/PAGE NORTHEAST,INC MOHAWK N/F APPROX OUTSIDEFACEOFPARAPET PILES WOOD GRA N P_AD GR_AN P_AD WOODS/BRUSH GRASS STOCK PILE MATERIAL STOCK PILE MATERIAL STOCK PILE MATERIAL W/UG #₅₆₃₆ SNET RET WALL WOOD W/UG NO# POLE NO# POLE NO# POLE NO# POLE 8 " C . I. W A T E R NAIL(FND) NAIL(FND) NAIL(FND) CONC STEPS SNET #5623 NAILS (FND) CP-#26 CP-#27 12 '' R C P B C LC W AL L RE T N 694000 N 694000 E 1 18 28 00 E 11 8 32 0 0 E 11 8 3 60 0 0 N 694000 0.9 0. 9 5 5 CONCRETE BARRIER GRAVEL SPIKE (FND) 1₀ 10 WIREROPE 1₅ 15 12 '' R C P 24' 'RCP B.M. EN DW AL L C O NC 2 0 2 0 25 25 SCUPPER RET WAL L SCUPPER FOOTING CONC FE NCE CH_L NK SCUPPER WALL RET BOXES ELEC. C O N C W A L K BRUSH G R A V E L H.H. 2 5 5 0 5 5 5 5 6 0 6 0 6 5 6 5 6 5 STR.MH 7 0 70 7 0 75 7 5 8 0 8 0 8 5 8 5

03.09

(10)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

2/16/2021 BLOCK: SIGNATURE/ ...\SB_MSH_0094_0256_(08A)_S-309.dgn Plotted Date: CONNECTICUT D E P A R T M E N T O F TRANSP OR T A T I O N - -- -- - -- - - -- - -- - -- - - -

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

C O N N EC T IC U T C O O R D IN A T E G R ID

S-309

I-95 NB OVER THAMES RIVER, RAILROADS,

WORK PLATFORM

PIO/MAN

6'-8" 6'-8" 13'-4"

DETAILS - 1

SCALE 1"=10' 10 20 0 SCALE IN FEET

U0

U1

U2

U9

U10

U11

U18

U19

U20

W O R K P L A T F O R M 1 0 '-0 " W O R K P L A T F O R M 1 0 '-0 " DECKING STRINGERS (TYP.) 10' LIFELINE POST 8' 2'-10Š" SUPPORT BEAM ROOF JOISTS

VERTICAL TRUSS MEMBER CHANNELS ATTACHED TO 10' (TYP.) (TYP.) OR EQUAL ROOF JOISTS (TYP.) TRUSS MEMBER TO VERTICAL ATTACHED CHANNELS (TYP.) SUPPORT BEAM FB0 FB1 FB2 FB9 FB10 FB9 FB2 FB1 FB0 CONCRETE DECK DIAPHRAGM (TYP.) FB0 FB1 FB2 WORK PLATFORM DECKING RAILING (TYP.)

WIRE ROPE SAFETY _(TYP.)

SUPPORT BEAMS SPAN 22 ONLY

SHOWN FOR CLARITY PORTAL BRACING NOT

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 A -1 -

1 -TOP CHORD PLATFORM CONCEPT

3 S-310

NOTES:

SEE NOTE 4 SCUPPER (TYP.) SCALE: 1" = 5' W O R K P L A T F O R M 1 0 '-0 " W O R K P L A T F O R M 1 0 '-0 " 2 -(TYP.) LATERAL BRACING TOP CHORD

2 -TOP CHORD PLATFORM CONCEPT

SCALE: 1" = 5'

VERTICAL TRUSS MEMBER CHANNELS ATTACHED TO WORK PLATFORM

TOP CHORD PLAN VIEW - SPANS 22-25 & 29-31 (32 SIMILAR)

A

-LONGITUDINAL SECTION - SPANS 22-25 & 29-32

TYPICAL SECTION - WORK PLATFORM CONCEPT

B. CHAMBERLIN

TO COMPLETE THE WORK.

SHALL PLACE THE PLATFORMS AS NEEDED FOR ILLUSTRATION ONLY. THE CONTRACTOR BOTTOM CHORDS ARE SHOWN CONTINUOUS ACCESS PLATFORMS ALONG TOP AND

2.

"WORK PLATFORM DETAILS-2".

FOR WORK PLATFORM NOTES SEE DRAWING 1.

(11)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

2/16/2021 BLOCK: SIGNATURE/ ...\SB_MSH_0094_0256_(08B)_S-310.dgn Plotted Date: CONNECTICUT D E P A R T M E N T O F TRANSP OR T A T I O N - -- -- - -- - - -- - -- - -- - - -

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

C O N N EC T IC U T C O O R D IN A T E G R ID

S-310

I-95 NB OVER THAMES RIVER, RAILROADS,

WORK PLATFORM

PIO/MAN

DETAILS - 2

SCALE 1"=10' 10 20 0 SCALE IN FEET C O N N EC T IC U T C O O R D IN A T E G R ID

L0

L1

L2

L9

L10

L11

L18

L19

L20

W O R K P L A T F O R M 1 4 '-0 " W O R K P L A T F O R M 1 4 '-0 " SPAN (FT) LENGTH 32 31 30 29 28 27 26 25 24 23 22 311 311 311 311 -311 311 311 311 120 120 120 120 -120 120 120 120 500 500 500 500 -500 500 500 500 DEAD LOAD LIVE LOAD (PLF) BOTTOM CHORD

ALLOWABLE LOAD

DEAD LOAD LIVE LOAD

3 3 3 3 -3 3 3 3 16 16 16 16 -16 16 16 16 (TYP.) LATERAL BRACING BOTTOM CHORD THE CONCRETE PIER

BRACKET ANCHORED INTO

(TYP.) DRAINAGE 14' 18' SCALE: 1" = 5' (TYP.) SUPPORT BEAMS 4' SAFETY RAILING WIRE ROPE LIFT LUG BOLTED TO BOTTOM CHORD

CHOKE BOTTOM CHORD WITH WIRE ROPE

LIFT LUG AND SHACKLE TBD

W O R K P L A T F O R M 1 4 '-0 " W O R K P L A T F O R M 1 4 '-0 "

THE CONCRETE PIER

BRACKET ANCHORED INTO

WORK PLATFORM NOTES:

BOTTOM CHORD PLAN VIEW - SPANS 22-25 & 29-32

3 S-309

BOTTOM CHORD PLATFORM CONCEPT

SUPPORT BEAMS

DECKING SPANNING BETWEEN

TOP CHORD POINT LOADS (K)

WORK PLATFORM LOAD NOTES

ALLOWABLE WORK PLATFORM LOADS

WORK PLATFORMS BETWEEN SHIFTS.

CONTRACTOR WILL NOT BE ALLOWED TO STOCKPILE MATERIAL ON THE 11.

LOCATION CURRENTLY UNDER CONSTRUCTION.

A SINGLE CRANE WILL BE PERMITTED TO SET UP AT THE GUSSET PLATE 10.

IN THE CONTRACT DOCUMENTS.

VERIFYING THE PROPOSED LOADS DO NOT EXCEED LIMITS DESCRIBED CONTRACTOR TO SUBMIT CALCULATIONS AND WORKING DRAWINGS DECK (LESS THAN 50 TONS) CAN BE USED FOR LOWERING MATERIAL. AT THE CONTRACTOR'S OPTION, A SMALL CRANE ON THE EXISTING 9.

PLATFORM IS IN USE.

STRENGTHENED SHALL BE CLOSED TO LIVE LOAD TRAFFIC WHILE WORK SHOULDER AND ADJACENT LANE NEAREST THE TRUSS MEMBER TO BE 8.

EXCEEDED.

ALLOWABLE PLATFORM AND ATTACHMENT POINT LOADS SHALL NOT BE 7.

22 & 23" THROUGH "FRAMING PLAN SPANS 31 & 32".

FOR DRAINAGE DETAILS REFER TO DRAWINGS "FRAMING PLAN SPANS 6.

FOR CONSTRUCTION SEQUENCE REFER TO DRAWING "LIMITATIONS AND 5.

"LIMITATIONS AND SEQUENCE OF CONSTRUCTION".

FOR LIMITATIONS ON CONTRACTOR OPERATIONS REFER TO DRAWING 4.

ON DRAWING "LIMITATIONS AND SEQUENCE OF CONSTRUCTION".

TIME ON EACH SPAN WHILE FOLLOWING THE CONSTRUCTION SEQUENCE LOAD MAY BE APPLIED ACROSS A MAXIMUM OF FOUR (4) PANELS AT A DURING PHASE C AND PHASE D, TEMPORARY WORK PLATFORM LIVE 3.

PLATFORMS TO TAKE PLACE DURING PHASE C AND PHASE D.

DURING PHASE A AND PHASE B. ERECTION OF ALL REMAINING WORK WORK PLATFORMS SHALL BE ERECTED AT GUSSET REPAIR NODES ONLY 2.

FOR ALL GENERAL NOTES REFER TO DRAWING "GENERAL NOTES". 1.

B. CHAMBERLIN

6' MAX

FOR "CONSTRUCTION ACCESS."

ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIAL PROVISION CELLS PLACED ON SUPPORT CHAINS, CABLES OR OTHER MEMBERS IN PLATFROM LOADS TO BE MONITORED BY FORCE GAUGES OR LOAD 3.

PANEL POINT, AS ILLUSTRATED IN DETAIL 2 ON DWG. NO. S-309. WORK PLATFORM SUPPORTED BY THE TRUSS VERTICALS AT EACH POINT LOADS FOR THE TOP CHORD REPRESENT THE REACTIONS OF 2.

50 PSF (MAX) UNIFORM LIVE LOAD =

10 PSF (MAX) UNIFORM DEAD LOAD =

GENERAL ASSUMPTIONS:

PLATFORM LOADS DEVELOPED ARE BASED UPON THE FOLOWING 1.

(12)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

1 . 9 1 7 ' ( T Y P . ) } I-95 1.5' C O N N EC T IC U T C O O R DIN A TE G R ID

NOTES:

1.5' BEARINGS (TYP.) TRUSS (TYP.) BEARINGS (TYP.) 21.917' 40' 21.917' 106+00 107+00 108+00 109+00 14' 110+00 111+00 26' SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER

S-311

I-95 NB OVER THAMES RIVER, RAILROADS,

10 SPACES@ 31.10'=311' 10 SPACES @ 31.1'=311'

SPAN 22 SPAN 23

{ PIER 21 { PIER 22 _{PIER 23 {}

FB #1 FB #2 FB #3 FB #4 FB #5 FB #6 FB #7 FB #8 FB #9 FB #10 FB #9 FB #8 FB #7 FB #6 FB #5 FB #4 FB #3 FB #2 FB #1 FB #0 FB #0

LEGEND:

S1

FRAMING PLAN

SPANS 22 & 23

SCUPPER 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' LIGHT STANDARD (TYP.)

(TYP.) STRINGERS (24WFx61) 7.25' ENCLOSURE ASSEMBLY 7.25' ENCLOSURE ASSEMBLY (TYP.) DIAPHRAGM (12C20.7)

PIO/MAN

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 FACE OF PARAPET FACE OF PARAPET FCM FCM

FOR DECK DRAINAGE

FIBERGLASS OPEN TROUGH

DECK DRAINAGE OPEN TROUGH FOR FIBERGLASS

FOR DECK DRAINAGE

12 SPACES @ 6.667' =80'

- FRACTURE CRITICAL MEMBER - STRINGER REPAIR TYPE 2 - STRINGER REPAIR TYPE 1

S2

S1 S1

B. CHAMBERLIN

"TEMPORARY DRAINAGE (SITE 1)".

MEMBER AT THE PIER. THIS WORK TO BE PAID FOR UNDER INCLUDES THE DOWNSPOUT ATTACHED TO THE VERTICAL TRUSS LIMITS OF TEMPORARY REMOVAL OF DECK DRAINAGE ALSO

3.

FOR STRINGER REPAIR DETAILS, SEE DRAWING NO. S-318. 2.

FOR ALL GENERAL NOTES, SEE DRAWING NO. S-302. 1.

(SEE NOTE 3)

LIMITS OF TEMPORARY DRAINAGE STA 105+08.58

PIER 21

PIER 23 STA 111+33.58

PIER 22 STA 108+21.08 (SEE NOTE 3)

LIMITS OF TEMPORARY DRAINAGE

(SEE NOTE 3)

LIMITS OF TEMPORARY DRAINAGE (SEE NOTE 3)

(TYP.)

FLOOR BEAMS

(13)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

1 . 9 1 7 ' ( T Y P . ) } I-95 1.5' C O N N EC T IC U T C O O R DIN A TE G R ID 1.5'

BEARINGS (TYP.) TRUSS (TYP.)

BEARINGS (TYP.) 21.917' 40' 21.917' 112+00 113+00 114+00 115+00 14' 116+00 117+00 26'

S-312

I-95 NB OVER THAMES RIVER, RAILROADS,

10 SPACES@ 31.10'=311' 10 SPACES @ 31.1'=311' SPAN 24 SPAN 25 { PIER 24 { PIER 23 _{PIER 25 {} FB #1 FB #2 FB #3 FB #4 FB #5 FB #6 FB #7 FB #8 FB #9 FB #10 FB #9 FB #8 FB #7 FB #6 FB #5 FB #4 FB #3 FB #2 FB #1 FB #0 FB #0

PIO/MAN

FRAMING PLAN

SPANS 24 & 25

FALCON NEST (SPAN 24) 500' RADIUS TO PEREGRINE SCUPPER 6.5' SCUPPER 6.5' SCUPPER 6.5' (TYP.) STRINGERS (24WFx61) SCUPPER 6.5' SCUPPER 6.5' 7.25' ENCLOSURE ASSEMBLY SCUPPER 6.5' (TYP.) DIAPHRAGM (12C20.7) SCUPPER 6.5' 7.25' ENCLOSURE ASSEMBLY SCUPPER 6.5' S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 FCM FACE OF PARAPET FACE OF PARAPET 12 SPACES @ 6.667' =80'

NOTES:

LEGEND:

S1

FCM - FRACTURE CRITICAL MEMBER - STRINGER REPAIR TYPE 2 - STRINGER REPAIR TYPE 1

S2 S1 S1 S1 S1 S2

B. CHAMBERLIN

"TEMPORARY DRAINAGE (SITE 1)".

MEMBER AT THE PIER. THIS WORK TO BE PAID FOR UNDER INCLUDES THE DOWNSPOUT ATTACHED TO THE VERTICAL TRUSS LIMITS OF TEMPORARY REMOVAL OF DECK DRAINAGE ALSO

3.

(TYP.)

FLOOR BEAMS

(SEE NOTE 3)

LIMITS OF TEMPORARY DRAINAGE (SEE NOTE 3)

DRAINAGE (SEE NOTE 3) LIMITS OF TEMPORARY

(SEE NOTE 3)

(TYP.) LIGHT STANDARD STA 111+33.58 PIER 23 PIER 24 STA 114+46.08 PIER 25 STA 117+58.58

03.13

(14)

DESIGNER/DRAFTER:

CHECKED BY:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

_{NEW LONDON}

_094-256

GROTON

GOLD STAR MEMORIAL BRIDGE

& LOCAL ROADS - BRIDGE #03819

SPAN 26

1.5' 1 . 9 1 7 ' ( T Y P . ) } I-95 C O N N EC T IC U T C O O R DIN A TE G R ID 352.5' { TO { OF PIERS 13 SPACES @ 27.00'=351' TRUSS (TYP.) EXPANSION JOINT =80' @ 6.667' 12 SPACES BEARINGS (TYP.) 2 0 ' 4 0 ' 2 0 ' 121+00 120+00 119+00 118+00 117+58.58 121+11.08

S-313

I-95 NB OVER THAMES RIVER, RAILROADS,

SPAN IS WITHIN 500' RADIUS OF PEREGRINE FALCON NEST

FB #0 FB #1 { PIER 25 { PIER 26 FB #2 FB #3 FB #4 FB #5 FB #6 FB #7 FB #8 FB #9 FB #10 FB #11 FB #12 FB #13

PIO/MAN

FRAMING PLAN

SCUPPER 6.5' SCUPPER 6.5' (24WF76) FASCIA STRINGERS (24WF84) INTERIOR STRINGERS SCUPPER 7.75' 7.75' SCUPPER 14' 26' LIGHT STANDARD FLOOR BEAM (TYP.)

2 1 . 9 1 7 ' 2 1 . 9 1 7 ' S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 (TYP.) DIAPHRAGM (WT12x50) FACE OF PARAPET FACE OF PARAPET FCM

SIGN SUPPORT FRAMING (TYP.)

NOTES:

LEGEND:

S1

FCM

- FRACTURE CRITICAL MEMBER - STRINGER REPAIR TYPE 2 - STRINGER REPAIR TYPE 1

S2