Ts-1-1 Typical Sections
A B C D E F G H
1
SPLITTER ISLAND TYPICAL SECTION - APPROACH ROADWAYS FULL DEPTH RECONSTRUCTION DETAIL A
1
1
2
TYPICAL SECTION - APPROACH ROADWAYS WITH SPLITTER ISLAND VERTICAL GRANITE CURB MOUNTABLE GRANITE CURB DETAIL B DETAIL C
1
1
3
VERTICAL GRANITE CURB-TRUCK APPRON PARKING LOT DETAIL D DETAIL E
TYPICAL SECTION LEGEND: ROUNDABOUT A 3" CLASS 1 (TWO LIFTS) (BITUMINOUS CONCRETE) K SAWCUT EXISTING PAVEMENT TYPICAL HALF SECTION B 6" CLASS 4 (BITUMINOUS CONCRETE) L REMOVE EXISTING PAVEMENT (MILL)
1 C 8" PROCESSED STONE BASE* M FORMATION OF SUBGRADE
D BRICK PAVERS (SEE LANDSCAPE DETAILS) N LANDSCAPING
E MOUNTABLE GRANITE CURB O 4" LOAM AND TURF ESTABLISHMENT
F GRANITE CURBING P CONCRETE BASE 8"
G EXTRUDED BITUMINOUS CONCRETE CURBING Q GRANITE PAVERS 4
H 10" SUBBASE * (BASE) R 24" DEPTH STRUCTURAL SOIL (SEE LANDSCAPE DETAILS) I CONCRETE SIDEWALK S 1.5" CLASS 2 (SHIM COURSE) J CONCRETE FOOTING (FOR CURB) T 1.5" CLASS 1 (TOP COURSE) APPROACH ROADWAY - MILL AND OVERLAY U JOINT SEALANT
V 1/2" PRE-MOLDED EXPANSION JOINT MATERIAL
1 07/16 D.G. J.B. REVISED PER ADDENDUM #1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTS001.dwg DRAWN BY: INTERSECTION IMPROVEMENT SHEET CHK'D BY: J. BALSKUS SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: TYPICAL SECTIONS 111 Founders Plaza, Suite 1600 APPROVED BY: J. BALSKUS East Hartford, CT 06108 REV. TS-1-1 DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\gieldm\d0430483\TSTTS001.dwg Plotted On:Jul 27, 2016-5:19pm By: GIELDM 27, 2016-5:19pm Plotted On:Jul A B C D E F G H NEW LONDON
MATCH LINE STA. 604+15 THIS SHEETTURNPIKE (NORTH)
SAWCUT LIMIT
1
PROTECT EXISTING DOGWOOD TREE
1 REMOVE EXISTING END PM&O BEGIN FULL DEPTH TREES AND RECONSTRUCTION VEGETATION STA. 604+15 STA. 704+31
SPLITTER ISLAND WITH GRANITE PAVERS ON BRICK PAVERS CONCRETE BASE WITH STRUCTURAL SOIL SEE LANDSCAPE DETAILS RECESSED GRANITE CURB (TYP.) SEE AND UTILITY PLAN LANDSCAPE DETAILS STA. 603+17 TO STA. 604+00 STA. 703+34 TO STA. 704+16 SPLITTER ISLAND WITH GRANITE PAVERS ON 1 BEGIN BITUMINOUS STRUCTURAL SOIL SEE LANDSCAPE DETAILS AND UTILITY PLAN CONCRETE CURBING BEGIN 5' CONCRETE PROTECT EXISTING STA. 402+37 TO STA. 403+93 SIDEWALK LOCUST TREE STA. 502+31 TO STA. 503+87 REMOVE EXISTING TREES LIMIT OF DRIVEWAY AND VEGETATION BRICK PAVERS ON CONCRETE REPLACEMENT BASE TRUCK APRON 1 REMOVE AND REPLACE PARKING LOT PAVEMENT REMOVE PARKING PROPOSED PROPOSED MOUNTABLE REMOVE EXISTING TREES GRANITE CURBING BEGIN PROP LOT ISLAND CLOSE DRIVEWAY, GRANITE CURBING CENTER AND VEGETATION (TYP.) GRANITE CURB END BITUMINOUS REMOVE PAVEMENT ISLAND ONLY SEE DETAIL 1 END GRANITE CURB STA. 398+77 CONCRETE CURBING SHEETS CONCORD BEGIN 5' CONCRETE 1 STA:404+89 24.37' LT STREET CONCRETE SIDEWALK SIDEWALK PROPOSED VERTICAL GRANITE RECONSTRUCT PROJECT END (8" THICK) THROUGH CURBING CENTER ISLAND DRIVEWAY MOUNTABLE GRANITE PAVERS ON STA. 404+90 COMMERCIAL ONLY SEE TYP SECTIONS CONC BASE (TYP, SEE DETAILS) DRIVEWAY (TYP.) END 5' CONCRETE STA. 504+83 REMOVE EXIST SIDEWALK N:820585.3012 BEGIN 5' CONCRETE TRAFFIC SIGNAL HEBRON E:1039894.8004 SIDEWALK HANDHOLE (TYP) SAWCUT AND END FULL AVENUE (EAST) DEPTH RECONSTRUCTION HEBRON AVENUE (WEST)
2
CONCRETE SIDEWALK (8" THICK) THROUGH 1 COMMERCIAL DRIVEWAY (TYP.)
END PROPOSED PM&O SAWCUT AND BEGIN FULL DEPTH RECONSTRUCTION STA. 399+50 BRICK PAVERS ON CONCRETE BASE BEGIN PROP STA. 499+50 GRANITE WITH RECESSED GRANITE CURB (TYP.) SEE LANDSCAPE DETAILS CURB 1'-6" MIN. STA. 498+34 STA. 499+56 PROPOSED BICYCLE RAMP (TYP) 14.53'RT BEGIN 5' CONCRETE SIDEWALK REMOVE AND RESET REMOVE EXISTING TREE END PROPOSED GRANITE PROJECT END SPLITTER ISLAND WITH GRANITE PAVERS ON 5' EXISTING STONE WALL CURB STA. 504+02, 30.80' RT STA. 398+34 STRUCTURAL SOIL SEE LANDSCAPE DETAILS AND 1 LANDSCAPE CENTER ISLAND BRICK PAVERS CONCRETE STA. 498+34 UTILITY PLAN WALL SEE SHEET LP-1 BASE WITH RECESSED N:820475.3012 STA. 400+32 TO STA. 401+00 GRANITE CURB (TYP.) SEE E:1039275.8610 STA. 500+32 TO STA. 501+03 REMOVE EXISTING SPANPOLE, LANDSCAPE DETAILS RECONSTRUCT DRIVEWAY BEGIN MILLING AND OVERLAY REMOVE PED SIGNAL FOUNDATION AND EQUIPMENT PERPENDICULAR AND FOUNDATION 3 TURNPIKE (SOUTH) SIDEWALK RAMP WITH BEGIN PROPOSED GRANITE SPLITTER ISLAND WITH GRANITE PAVERS ON DETECTABLE WARNING CURB STA. 504+31, 30.80' RT
STRUCTURAL SOIL SEE LANDSCAPE DETAILS AND NEW LONDON SURFACE (TYP.) UTILITY PLAN END GRANITE CURB STA. 601+20 TO STA. 601+92 STA. 504+61, 24.97 RT STA. 701+20 TO STA. 702+98 REMOVE TRAFFIC SIGNAL PROPOSED CONTROLLER AND SAWCUT AND BEGIN FULL PROJECT END GRANITE FOUNDATION DEPTH RECONSTRUCTION, END 4' CONCRETE STA. 605+36 CURBING (TYP.) STA. 404+84 SIDEWALK STA. 705+53 STA. 504+79 N: 820800.4182 E: 1039542.1569 LIMITS OF BEGIN PROPOSED GRANITE BEGIN GRANITE CURB BEGIN PROPOSED GRANITE CURB PROPOSED PM&O CURB STA. 601+10, 21.62' LT STA. 504+73, 24.08 RT STA. 705+59, 25.00RT
END GRANITE CURB LIMITS OF TRAFFIC PATTERN XD STA. 504+78, 21.00 RT PROPOSED FDR PAVEMENT (TYP)
BRICK PAVERS ON CONCRETE BASE PROPOSED DRIVEWAY WITH RECESSED GRANITE CURB (TYP.) SEE LANDSCAPE DETAILS 1
CONCRETE SIDEWALK END 5' CONCRETE (8" THICK) THROUGH SIDEWALK COMMERCIAL END 5' CONCRETE END PROPOSED GRANITE CURB DRIVEWAY (TYP.) SIDEWALK STA. 600+84, 23.00' LT 4 RECONSTRUCT DRIVEWAY BEGIN PROPOSED GRANITE BEGIN PROPOSED GRANITE REMOVE EXISTING CURB STA. 600+69, 17.00' LT CURB STA. 700+69 19.19'RT 1 ISLAND
END 5' CONCRETE GENERAL NOTE: SIDEWALK REQUIRED TEMPORARY EASEMENTS NOT SHOWN. PROJECT END END FULL DEPTH RECONSTRUCTION STA. 600+43 CONSTRUCTION NOTE: STA. 700+43 EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH ORANGE CONSTRUCTION N: 820327.8700 FENCE AS DESCRIBED UNDER ITEM 0000151A CLEARING AND GRUBBING. ALL TREE E: 1039607.1263 SCALE IN FEET PROTECTION WORK IS INCLUDED IN THE LUMP SUM COST OF THIS ITEM. 0 20' 40'
MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 Z.HELLYAR PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTCP001.dwg DRAWN BY: INTERSECTION IMPROVEMENT SHEET CHK'D BY: J. BALSKUS SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: CONSTRUCTION PLAN J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 REV. PLN-1-1 DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\gieldm\d0430483\TSTCP001.dwg Plotted On:Jul 27, 2016-2:19pm By: GIELDM 27, 2016-2:19pm Plotted On:Jul A B C D E F G H
MATCH LINE STA. 604+40 THIS SHEET TURNPIKE (NORTH) 1 CONSTRUCTION NOTES:
A CATCH BASIN TOPS WITHIN THE CIRCULATORY ROADWAY SHALL BE SET TO BINDER GRADE NEW LONDON
DURING STAGE CONSTRUCTION TO ALLOW FOR PROPER STORM WATER RUNOFF DURING 55 54 THE CONSTRUCTION PERIOD. C
2-3" RIGID METAL CONDUIT (FUTURE USE, TYP) 1. CATCH BASIN TOPS SHALL BE RESET TO FINISHED GRADE PRIOR TO INSTALLATION OF THE 54 TOP COURSE OF PAVING. THIS WORK SHALL BE PAID FOR UNDER ITEM #0507771 - RESET CONCRETE HANDHOLE TYPE II (TYP) 54 1 CATCH BASIN, WHICH SHALL INCLUDE ALL EXCAVATION, BACKFILL, AND PAVEMENT REPAIR 1
ASSOCIATED WITH RESETTING THE CATCH BASIN TOP. 54 35' - 15" RCP F RELOCATED UTILITY RESET EXISTING VAULT MANHOLE POLES AND LIGHT FIXTURE (BY OTHERS) RELOCATED UTILITY POLE (IN PROGRESS, BY OTHERS) (BY OTHERS) 1 RELOCATE EXISTING LIGHT CONVERT CB TO MANHOLE 1 POLE (BY OTHERS) 53.66 REMOVE EXISTING RESET ELEC HANDHOLE T.F.=52.94 LIGHT FIXTURE AND INV.=50.30 (E) (EX. 15" RCP) 53.65 INSTALL NEW CB (TYPE C) A T.F.=52.95 INSTALL NEW LIGHT RELOCATED UTILITY INV.=47.60 (S) (EX. 15" RCP) STA.=703+32 FIXTURE POLES AND LIGHT FIXTURE INV.=48.00 (W) (15" RCP) (BY OTHERS) STA.=603+14 6' - 15" RCP INSTALL NEW CB (TYPE C) 8' - 15" RCP T.F.=53.17 CONVERT CB TO MANHOLE INSTALL NEW CB (TYPE C) 53.61 INV.=47.50 (S) A INSTALL NEW CB (TYPE C) T.F.=53.31 T.F.=52.81 53.62 53 STA. 402+72 INV.=47.2 (W) (EX. 12" RCP) T.F.=52.95 53 INV.=50.3 (W) (EX. 15" RCP) 1 1 STA.=400+50 INV.=48.50 (15" RCP) STA.=703+28 10' - 15" RCP STA.=603+11 RESET SANITARY MANHOLE 1" QUICK COUPLER VALVE TEST PIT (ELEC / TEL.) RELOCATE EXISTING LIGHT POLE REMOVE EXISTING CB, 1 (SEE DETAILS,TYP) STA.=603+13 AND FIXTURE (BY OTHERS) RELOCATED UTILITY POLE INSTALL NEW TYPE C CB (IN PROGRESS, BY OTHERS) CONVERT CB TO MANHOLE T.F.=53.26 T.F.=52.87 INV.=48.50 (SE) (EX. 15" RCP) REPLACE CB TOP (TYPE C-L) 1 STA.=403+21 INV.=46.1 (S) (EX. 15" RCP) T.F.=53.58 1 1" PVC SERVICE TO INV.=48.7 (N) (EX. 12" RCP) C RESET MANHOLE INV.=49.10 (EXISTING) RELOCATED INV.=46.9 (E) (12" RCP) COUPLERS (TYP) STA.=403+74 UTILITY POLES STA.=400+33 F (BY OTHERS) C 54 54 54 RESET SANITARY RESET MANHOLE HEBRON AVENUE (WEST) MANHOLE 2 C 55 53
1 54
53 54 17' - 15" RCP 54 54 54
RESET WATER 54 RESET WATER 53 55 VALVE 54 VALVE 1 6' - 15" RCP 54 54 C 54 C REMOVE UTILITY POLE (BY OTHERS). F 53 53 INSTALL UNDERGROUND ELEC CONDUITS. 53 HEBRON AVENUE (EAST) RESET DRAINAGE SL (TYP) 53 54 MANHOLE 52 RELOCATE EXIST 53.80 46' - 15" RCP T.F.=53.31 RESET DRAIN MANHOLE HYDRANT AND 53.70 RESET MANHOLE INSTALL NEW PROP DRAINAGE MANHOLE RESET ELECTRIC MANHOLE 1 5' - 12" DIP OVER EXISTING 15" RCP (BY OTHERS) 50 53 T.F.=52.87 (BY OTHERS) INSTALL NEW DRAINAGE MANHOLE SLOPE LIMITS 49 52 53 INV.=46.1 (E) (12" RCP) OVER EXISTING DRAINLINE (TYP) 1" WATTS SERIES BW BACKFLOW 51 INSTALL NEW LIGHT POLE INV.=48.0 (N) (EX. 12" RCP) T.F.=53.44 PREVENTOR (800M4QT) WITH 1" BLOW 52 AND FIXTURE (BY OTHERS) STA.=500+41 INV.=47.90 (E) (EX. 18" RCP) REMOVE EXISTING CB, OFF AND GATE VALVE FOR DRAIN INSTALL NEW CB (TYPE C) INV.=47.80 (W) (EX. 18" RCP) INSTALL NEW TYPE C CB C A INSTALL NEW CB (TYPE C) 1" TAP FOR NEW T.F.=53.22 STA.=502+70 T.F.=53.26 T.F.=52.80 WATER SERVICE INV.=49.20 (W) 15" RCP STA.=503+15 3 52 INV.=48.00 (NW) (EX. 15" RCP) F 52 STA.=702+29 TEST PIT (ELECTRIC) INV.=46.70 (S) (EX. 15" RCP) STA.500+46 CURB STOP FOR 1" STA.=502+71 INV.=46.60 (N) (EX. 15" RCP) SERVICE PER MDC 52 INV.=47.00 (W) (EX. 15" RCP) REMOVE EXISTING LIGHT REPLACE CB TOP (TYPE C) 1 STANDARDS 51 STANDARD FOUNDATION T.F.=53.27 REDIRECT WIRING TO INV.=47.50 (E) (15" RCP) A INSTALL NEW CB 51 NEW LOCATION (BY STA.=502+72 1 (TYPE C) T.F.=52.43 51.53 OTHERS) INV.=47.00 (E) STA.=602+17 51.43 51 METER BOX FOR 1" SERVICE PER MDC STANDARDS 1 11' - 15" RCP 51 C
PROP. DRAINAGE MANHOLE 51 56' - 15" RCP
TURNPIKE (NORTH) OVER EXISTING 15" RCP TEST PIT (WATER) INV.=46.12 (N) (EX. 18" RCP) 50 STA.=501+72 INV.=46.02 (S) (EX. 18" RCP) 55 NEW LONDON STA.=602+10 PROFILE AND GRADE NOTES 55 50 REPLACE CB TOP (TYPE C) REPLACE CB TOP (TYPE C) 50 T.F.=50.08 1. GRADE APPROACH BASELINE PROFILES TO MEET
T.F.=50.11 (SOUTH) TURNPIKE STA.=701+21 55 INV.=47.5(W) CIRCULATING ROADWAY PROFILE IN OVERLAPPING REGIONS.
INV.=48.82 (E) 55 LONDON NEW 1 1 STA.=601+22 1
49 55 49
4
SEDIMENTATION AND EROSION CONTROL NOTES: 1. INSTALL SEDIMENTATION AND EROSION CONTROL FENCE AT FILL SLOPE LIMITS. MATCH LINE STA. 604+40 THIS SHEET 2. INSTALL SEDIMENTATION CONTROL SACK AT EACH CATCH BASIN.
SCALE IN FEET 0 20' 40'
GRAPHIC SCALE 1 07/16 SPM JB ADDENDUM #1 REVISIONS TO GRADES, PIPES AND CATCH BASINS Z. HELLYAR PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTGP001.dwg DRAWN BY: INTERSECTION IMPROVEMENT SHEET CHK'D BY: J. BALSKUS GRADING & UTILITY PLAN SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 REV. UTI-1-1 DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\gieldm\d0430483\TSTGP001.dwg Plotted On:Jul 28, 2016-9:55am By: GIELDM 28, 2016-9:55am Plotted On:Jul A B C D E F G H
1
2
1
3
4
REFLECTORIZED FLEXIBLE DELINEATOR N.T.S.
1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTCD002.dwg DRAWN BY: INTERSECTION IMPROVEMENT SHEET CHK'D BY: J. BALSKUS CONSTRUCTION DETAILS II SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: 111 Founders Plaza, Suite 1600 APPROVED BY: J. BALSKUS East Hartford, CT 06108 REV. CD-2 DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\cabrerajg\d0430483\TSTCD002.dwg Plotted On:Jul 26, 2016-8:51am By: Cabrerajg A B C D E F G H
1. REMOVE ALL TRAFFIC SIGNAL EQUIPMENT.
2. INSTALL TEMPORARY MARKINGS AND SIGNS (TEMPORARY POSTS), REMOVE EXISTING MARKINGS. 3. INSTALL NEW TRAFFIC CONTROL AHEAD SIGNS ON ALL APPROACHES. 1 MATCH LINE STA. 604+15 THIS SHEET TURNPIKE (NORTH) 4. INSTALL TRAFFIC DRUMS WITH BARRICADE WARNING LIGHTS. BASELINE (TYP.) NEW LONDON NOTE: ALL SIGNS SHOWN ON THE STAGE CONSTRUCTION PLANS ARE INTENDED TO BE 1 CONSTRUCTION SIGNS AND WILL BE MEASURED AND PAID IN ACCORDANCE WITH ITEM #1220013A - CONSTRUCTION SIGNS - BRIGHT FLOURESCENT 31-1526 1 SHEETING.
41-4642 41-5568 41-4810 41-2607 #2- INSTALL TEMPORARY PAVEMENT AND MARKINGS FOR CROSSWALKS (TYP.)
31-0523 #4 - INSTALL TRAFFIC DRUMS WITH BARRICADE WARNING LIGHTS
4" YELLOW TEMPORARY MARKING (TYP.)
TRAFFIC FLOW MARKINGS (TYP.)
INSTALL WHITE TEMPORARY MARKINGS (TYP.) #1 - FUTURE SPLITTER ISLAND (TYP.)
31-1526 31-0523
2
HEBRON AVENUE (WEST)
41-4642 41-5568 LIMIT OF TEMPORARY WIDENING HEBRON AVENUE (EAST) 31-0523 #2 - INSTALL TEMPORARY CENTERLINE MARKINGS
3 31-1139 (R) 41-4810 31-1177 #1 - ROUNDABOUT FLOW 41-2607 BEGINS THIS STAGE REMOVE SIGNALIZATION 31-1526 AND INSTALL FLEXIBLE DELINEATORS FOR 31-0523 PROPOSED TRUCK APRON
#2 - INSTALL TEMPORARY ROUNDABOUT SIGNS (TYP.)
41-4642 41-5568 #3- INSTALL SIGN 500
FT. IN ADVANCE OF TURNPIKE (NORTH) 31-1526 PROPOSED TRAFFIC
ISLANDS ON ALL FOUR NEW LONDON APPROACHES
#2 - INSTALL (SOUTH) TURNPIKE TEMPORARY #2 - INSTALL TEMPORARY CENTERLINE 4
CENTERLINE MARKINGS LONDON NEW MARKINGS
41-4642 41-5568
SCALE IN FEET 0 20' 40' MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 D.G. J.B. REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTM01B.dwg DRAWN BY: INTERSECTION IMPROVEMENT TEMPORARY TRAFFIC CONTROL PLAN SHEET CHK'D BY: J. BALSKUS SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: BEGIN ROUNDABOUT FLOW J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 TC-1B-1 REV. STAGE 1B DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\gieldm\d0430483\TSTTM01B.dwg Plotted On:Jul 27, 2016-2:24pm By: GIELDM 27, 2016-2:24pm Plotted On:Jul A B C D E F G H
MATCH LINE STA. 604+15 THIS SHEET TURNPIKE (NORTH)
NEW LONDON 31-1526
1
41-4810 41-2607
41-4642 41-5568
31-0523
31-1139 (R) TEMPORARY SIDEWALKS (TYP.) 31-1177
31-0523
31-1526
2 SEE STAGE 1A
HEBRON AVENUE (WEST)
41-4642 31-0523 41-5568 HEBRON AVENUE (EAST)
#5 - PROVIDE TEMPORARY FLOW THROUGH ISLAND
FOR CONSTRUCTING CIRCLE PAVEMENT 3
TURNPIKE (SOUTH) TURNPIKE NEW LONDON NEW
#2 - CLOSE APPROACH 31-1526
5' TYPICAL TRANSITION
#3 - CONSTRUCT ISLANDS, CURBING, DRAINAGE (TYP.)
#4 - CONSTRUCT PAVEMENT EXCEPT FOR 1.5" SURFACE COURSE. INSTALL TEMPORARY PAVEMENT TRANSITIONS TO CROSSWALK. TURNPIKE (NORTH) #2 - TYPE III BARRIER NEW LONDON
4 41-4642 MAINTAIN DRIVE EXIT 41-5568
1
PROVIDE TEMPORARY PEDESTRIAN ACCESS
SCALE IN FEET 0 20' 40' MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTM02A.dwg DRAWN BY: INTERSECTION IMPROVEMENT TEMPORARY TRAFFIC CONTROL PLAN J. BALSKUS SHEET CHK'D BY: CONSTRUCT NLT SOUTH APPROACH SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 TC-2A REV. STAGE 2A DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\cabrerajg\d0430483\TSTTM02A.dwg Plotted On:Jul 27, 2016-10:48am By: Cabrerajg A B C D E F G H
MATCH LINE STA. 604+15 THIS SHEET TURNPIKE (NORTH)
#4 - CONSTRUCT PAVEMENT EXCEPT 1.5"
NEW LONDON 1 SURFACE COURSE. INSTALL TEMPORARY PAVEMENT TRANSITIONS TO CROSSWALK.
31-1526 #2 - CLOSE APPROACH
41-4642 41-5568 #3 - CONSTRUCT ISLAND, 41-4810 CURBING, DRAINAGE (TYP.) 41-2607
31-0523
5' TYPICAL TRANSITION
41-4810 41-2607
#5 - PROVIDE TEMPORARY FLOW THROUGH ISLAND 2 FOR CONSTRUCTING CIRCLE PAVEMENT. STAGE 1A
HEBRON AVENUE (WEST)
41-4642 41-5568 31-1526 31-0523 41-4810 31-0523 3 41-2607 HEBRON AVENUE (EAST)
TEMPORARY SIDEWALKS, (TYP.) TRAFFIC DRUMS 31-1139 WITH BARRICADE (R) WARNING LIGHTS 31-1177 41-4810 41-2607 31-1526
31-0523 TURNPIKE (NORTH) TURNPIKE (SOUTH) NEW LONDON NEW LONDON
31-1526
1
41-4642 PROVIDE TEMPORARY 41-5568 PEDESTRIAN ACCESS
4
41-4642 41-5568
SCALE IN FEET 0 20' 40' MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTM02B.dwg DRAWN BY: INTERSECTION IMPROVEMENT TEMPORARY TRAFFIC CONTROL PLAN J. BALSKUS SHEET CHK'D BY: CONSTRUCT NLT NORTH APPROACH SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 TC-2B REV. STAGE 2B DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\cabrerajg\d0430483\TSTTM02B.dwg Plotted On:Jul 27, 2016-10:46am By: Cabrerajg A B C D E F G H
MATCH LINE STA. 604+15 THIS SHEET
31-1526 41-4642 1
41-5568 TURNPIKE (NORTH) NEW LONDON
41-4642 41-5568 41-4810 41-2607
31-0523
TRAFFIC DRUMS #2 - CLOSE APPROACH WITH BARRICADE WARNING LIGHTS #3 - CONSTRUCT ISLANDS, CURBING DRAINAGE (TYP.)
2
31-1526
HEBRON AVENUE (WEST)
5' TYPICAL TRANSITION 41-4642 1 41-5568 PROVIDE TEMPORARY 41-4810 PEDESTRIAN ACCESS 41-2607 31-0523 HEBRON AVENUE (EAST)
3 #5 - PROVIDE TEMPORARY FLOW THROUGH #4 - CONSTRUCT PAVEMENT EXCEPT FOR ISLAND FOR CONSTRUCTING CIRCLE PAVEMENT. TEMPORARY SIDEWALKS (TYP.) 1.5" SURFACE COURSE. INSTALL 31-1139 TEMPORARY PAVEMENT TRANSITIONS TO (R) CROSSWALK. 31-1177
41-4810 41-2607
31-0523 TURNPIKE (SOUTH) TURNPIKE (NORTH) NEW LONDON NEW LONDON
41-4642 41-5568
31-1526
4
SCALE IN FEET 0 20' 40' MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTM02C.dwg DRAWN BY: INTERSECTION IMPROVEMENT TEMPORARY TRAFFIC CONTROL PLAN J. BALSKUS SHEET CHK'D BY: CONSTRUCT HEBRON AVENUE EAST APPROACH SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 TC-2C REV. STAGE 2C DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\cabrerajg\d0430483\TSTTM02C.dwg Plotted On:Jul 27, 2016-10:43am By: Cabrerajg A B C D E F G H
MATCH LINE STA. 604+15 THIS SHEET
1
TURNPIKE (NORTH) 31-1526 NEW LONDON
41-4642 41-5568 41-4810 41-2607
31-0523
TEMPORARY SIDEWALKS (TYP.)
2 #2 - CLOSE APPROACH
HEBRON AVENUE (WEST)
1
41-4642 PROVIDE TEMPORARY 41-5568 PEDESTRIAN ACCESS 5' TYPICAL TRANSITION 31-0523 3 TRAFFIC DRUMS HEBRON AVENUE (EAST) #3 - CONSTRUCT ISLANDS, WITH BARRICADE CURBING DRAINAGE (TYP.) WARNING LIGHTS
31-1139 (R) 31-1177
31-1526
31-0523 TURNPIKE (NORTH) TURNPIKE (SOUTH) NEW LONDON NEW LONDON
41-4642 41-5568
41-4810 41-2607 4
41-4642 41-5568
31-1526
SCALE IN FEET 0 20' 40' MATCH LINE STA. 604+15 THIS SHEET GRAPHIC SCALE 1 07/16 J.C D.G REVISED PER ADDENDUM NO. 1 J. BALSKUS PROJECT NO. C1108 DESIGNED BY: TOWN OF GLASTONBURY, CONNECTICUT J. CABRERA FILE NAME: TSTTM02D.dwg DRAWN BY: INTERSECTION IMPROVEMENT TEMPORARY TRAFFIC CONTROL PLAN SHEET CHK'D BY: J. BALSKUS SHEET NO. CROSS CHK'D BY: J. BALSKUS HEBRON AVENUE ROUNDABOUTS: CONSTRUCT HEBRON AVENUE WEST APPROACH J. BALSKUS 111 Founders Plaza, Suite 1600 APPROVED BY: East Hartford, CT 06108 TC-2D-1 REV. STAGE 2D DATE DRWN CHKD REMARKS JULY 2016 Tel: (860) 529-7615 NEW LONDON TURNPIKE NO. DATE: C:\pw_pl1\gieldm\d0430483\TSTTM02D.dwg Plotted On:Jul 27, 2016-2:28pm By: GIELDM 27, 2016-2:28pm Plotted On:Jul