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 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 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.