PW-2523 Welles Turner Library Parking Lot Improvements-Set.pdf
PDF 4 MB Posted
- Attached to
- Welles Turner Memorial Library Site Improvements
- Solicitation number
- GL-2027-06
- Issued by
- Hartford County, Connecticut
About this file
This is a design and construction document prepared by the Town of Glastonbury, Connecticut Department of Physical Services Engineering Division for parking lot improvements at the Welles Turner Library located at 2407 Main Street in Glastonbury. The project involves comprehensive parking lot renovations including bituminous pavement patching, concrete sidewalk construction and replacement, granite and bituminous curbing installation, landscaping with new tree plantings, drainage improvements, utility relocations, and pedestrian accessibility upgrades. The design increases parking capacity from 65 existing spaces to 74 proposed spaces while maintaining required Americans with Disabilities Act (ADA) compliant spaces, increasing from 3 to 4 accessible parking spaces. The project includes two bid alternatives for island treatment: a base bid featuring colored stamped concrete and a bid alternate offering 4-inch granite pavers with flush granite stone curbing. Additional work includes installing one-way directional signage, tree removal and new plantings of pin oak and sweet gum varieties, landscape irrigation with future irrigation sleeves, sediment control systems, and drainage infrastructure modifications including catch basins, yard drains, and sanitary laterals. The design was issued for construction on July 15, 2026.
The project maintains a one-way access drive to the north of the library providing access to the book drop, which must remain open throughout construction. Vehicular access to the main rear parking lot will be closed to the public during construction with the contractor responsible for installing barriers and providing temporary signage directing public parking to St. Paul's. The contractor must maintain emergency egress lanes and protect library windows during sidewalk panel removal. Sidewalk specifications require 5-inch concrete with 8-inch processed stone base, dowel installation at expansion joints, and use of approved curing compounds. Concrete specifications conform to Connecticut Department of Transportation standards with 4400 PSI 28-day strength requirements. The project incorporates sediment control measures including silt sacks at catch basins and grading details to manage stormwater drainage throughout the site.
View the file
Other files
Show all 23
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ADDIE LANE
PRIVATE
M
AIN STREET
FI
LE
:H :\D
W G
\S tre et s\
M ai n St
\P W
-2
W
EL
LE
S
TU
R N
ER
L
IB
R
A R
Y
D R
IV
EW
A Y
D
ES
IG
N
\P W
-2
W el le s T ur ne r L ib ra ry P ar ki ng L ot Im pr ov em en ts .d w g
U
SE
R :St ev en
T ro y D A
TE
:8/
3/
SHEET NO.
OF 3 GLASTONBURY, CONNECTICUT
2407 MAIN STREET
LOCATED AT
PARKING LOT IMPROVEMENTS
PLAN DEPICTING
WELLES TURNER LIBRARY
AutoCAD SHX Text Concrete
AutoCAD SHX Text Pad
AutoCAD SHX Text Concrete
AutoCAD SHX Text Retaining Wall
AutoCAD SHX Text Slate
AutoCAD SHX Text Patio
AutoCAD SHX Text Bench
AutoCAD SHX Text Planter
AutoCAD SHX Text 3" Locus
AutoCAD SHX Text 6" Sycamore
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text
12" CHERRY
AutoCAD SHX Text 3" Linden
AutoCAD SHX Text 3" Locus
AutoCAD SHX Text Yard Drain
AutoCAD SHX Text Bike Racks
AutoCAD SHX Text 6' Vinyl Fence
AutoCAD SHX Text
CONCRETE DUMPSTER PAD
AutoCAD SHX Text One Way Sign
AutoCAD SHX Text 10" Beech
AutoCAD SHX Text 3" Locus
AutoCAD SHX Text 12" Cherry
AutoCAD SHX Text 3" Cherry
AutoCAD SHX Text
3" CHERRY (TYP.)
AutoCAD SHX Text 12" Magnolia
AutoCAD SHX Text 3" Cherry
AutoCAD SHX Text 3" Dogwood
AutoCAD SHX Text 3" Cherry (Typ.)
AutoCAD SHX Text 6' Vinyl Fence
AutoCAD SHX Text Air Cooled Water Chiller
AutoCAD SHX Text Exit Sign
AutoCAD SHX Text Stop Sign
AutoCAD SHX Text Fire Lane Sign
AutoCAD SHX Text Cable Guard Rail
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text 24" PVC Sanitary Main
AutoCAD SHX Text Handicap Sign
AutoCAD SHX Text Irrigation Head (Typ.)
AutoCAD SHX Text Electrical Post
AutoCAD SHX Text Power Panel
AutoCAD SHX Text Concrete Pad
AutoCAD SHX Text Book Drop
AutoCAD SHX Text Storm Manhole
AutoCAD SHX Text Sewer Manhole
AutoCAD SHX Text Bituminous Parking Lot
AutoCAD SHX Text Painted Line Stripping
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text Sanitary
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text Sanitary
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text 6"
AutoCAD SHX Text
PVC
AutoCAD SHX Text Bollards
AutoCAD SHX Text B.C.L.C.
AutoCAD SHX Text
SOLAR
AutoCAD SHX Text
SOLAR
AutoCAD SHX Text
SOLAR
AutoCAD SHX Text
SOLAR
AutoCAD SHX Text
SOLAR
AutoCAD SHX Text Approximate Solar Power Line Per Installer
AutoCAD SHX Text Snow Sensor
AutoCAD SHX Text Planter
AutoCAD SHX Text Sidewalk Ramp
AutoCAD SHX Text Bituminous
AutoCAD SHX Text Driveway
AutoCAD SHX Text Bituminous Curbing
AutoCAD SHX Text Stop Bar
AutoCAD SHX Text 6" PVC Sanitary Cover 7.5"
AutoCAD SHX Text Bench
AutoCAD SHX Text Clean-Out 3.6' Cover
AutoCAD SHX Text
WELLES TURNER LIBRARY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Sedimentation Chamber
AutoCAD SHX Text
CL&P #1679
AutoCAD SHX Text 7.6' Cover
AutoCAD SHX Text Sanitary Lateral
AutoCAD SHX Text Water Service
AutoCAD SHX Text Gas Service
AutoCAD SHX Text
APPROXIMATE
AutoCAD SHX Text
FIBER
AutoCAD SHX Text Approx. 5" Chilled Water Suppy
AutoCAD SHX Text Approximate Fire Dept. Inlet Piping
AutoCAD SHX Text 4" Fire Sprinkler Service
AutoCAD SHX Text Cable/T.V. Service
AutoCAD SHX Text Telephone Service
AutoCAD SHX Text Approximate Tele/Elec. Service
AutoCAD SHX Text Approximate Wiring Remains
AutoCAD SHX Text Pad Mount Transformer
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text Sanitary Lateral
AutoCAD SHX Text Bench
AutoCAD SHX Text Bilco Door
AutoCAD SHX Text Window Well
AutoCAD SHX Text Retaining Wall
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text Slate
AutoCAD SHX Text Patio
AutoCAD SHX Text Retaining Wall
AutoCAD SHX Text Retaining Wall
AutoCAD SHX Text Fire Dept. Shut-Off
AutoCAD SHX Text Approx. Roof Leader
AutoCAD SHX Text Approximate Fire Dept. Inlet Piping
AutoCAD SHX Text Concrete
AutoCAD SHX Text Patio
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Brick Pavers
AutoCAD SHX Text Brick Pavers
AutoCAD SHX Text
EX. MON.
AutoCAD SHX Text Ex. Mon.
AutoCAD SHX Text Ex. Mon.
AutoCAD SHX Text Property Line
AutoCAD SHX Text Property Line
AutoCAD SHX Text Property Line
AutoCAD SHX Text Property Line
AutoCAD SHX Text Property Line
AutoCAD SHX Text Approximate
AutoCAD SHX Text Street Line
AutoCAD SHX Text Irrigation Hand Hole
AutoCAD SHX Text 25' Sanitary Easement In Favor Of The Town Of Glastonbury
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Property Line
AutoCAD SHX Text Property Line
AutoCAD SHX Text (Unknown)
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text Drainage Outlet
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text Stop Sign
AutoCAD SHX Text Stop Bar
AutoCAD SHX Text Sidewalk Ramp
AutoCAD SHX Text Irrigation Hand Hole
AutoCAD SHX Text Bollard
AutoCAD SHX Text Yard Drain
AutoCAD SHX Text Approx. Roof Leader
AutoCAD SHX Text Slate
AutoCAD SHX Text Patio
AutoCAD SHX Text Yard Drain
AutoCAD SHX Text Yard Drain
AutoCAD SHX Text Yard Drain
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Catch Basin
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Light Pole (Typ.)
AutoCAD SHX Text Sewer Manhole
AutoCAD SHX Text 6" Sycamore
AutoCAD SHX Text B.C.L.C.
AutoCAD SHX Text B.C.L.C.
AutoCAD SHX Text Handicap Sign
AutoCAD SHX Text Handicap Sign
AutoCAD SHX Text Handicap Sign
AutoCAD SHX Text Irrigation Head (Typ.)
AutoCAD SHX Text Irrigation Hand Hole
AutoCAD SHX Text Irrigation Hand Hole
AutoCAD SHX Text Irrigation Head (Typ.)
AutoCAD SHX Text Bike Racks
AutoCAD SHX Text REMOVE BITUMINOUS CURBING, INSTALL 5"x18" GRANITE STONE CURBING
AutoCAD SHX Text
BID ALTERNATE END FLUSH GRANITE CURBING
AutoCAD SHX Text
INSTALL BARRIERS TO PREVENT VEHICULAR ACCESS: (NOTE 3)
AutoCAD SHX Text BASE BID: GRADE ISLAND TO DRAIN, INSTALL COLORED STAMPED CONCRETE BID ALTERNATE: GRADE ISLAND TO DRAIN, INSTALL 4" GRANITE PAVERS AND 5"x 12" GRANITE STONE CURBING STRAIGHT AND CURVED (FLUSH) SEE DETAIL
AutoCAD SHX Text
DOUBLE YELLOW PAVEMENT MARKINGS (BY TOWN)
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Sewer Manhole
AutoCAD SHX Text
STOP BAR (BY TOWN)
AutoCAD SHX Text H.H.
AutoCAD SHX Text
END BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAISE MANHOLE COVER TO MATCH NEW SOIL ELEVATION FIT IN FIELD
AutoCAD SHX Text
GRADE AREA TO DRAIN, INSTALL 4" TOPSOIL WITH TURF ESTABLISHMENT
AutoCAD SHX Text REMOVE EXISTING SIDEWALK PANELS AND REPLACE PER DETAIL (SEE "SPECIAL SIDEWALK PANEL" SHEET 3)
AutoCAD SHX Text
BEGIN BITUMINOUS LIP CURBING
AutoCAD SHX Text REMOVE EXISTING SIDEWALK PANELS AND REPLACE PER DETAIL (SEE "SPECIAL SIDEWALK PANEL" SHEET 3)
AutoCAD SHX Text
STOP SIGN (RESET) (BY TOWN)
AutoCAD SHX Text
REMOVE STOP BAR
AutoCAD SHX Text
MAIN ST
AutoCAD SHX Text 51-2646(R)
AutoCAD SHX Text 51-2645
AutoCAD SHX Text
WELLES ST
AutoCAD SHX Text
INSTALL SIGN (BY TOWN)
AutoCAD SHX Text CONCRETE SIDEWALK RAMP WITH 2'x4' DETECTABLE WARNING SURFACE (SEE GRADING DETAIL)
AutoCAD SHX Text
DOUBLE DASHED YELLOW PAVEMENT MARKINGS (BY TOWN)
AutoCAD SHX Text
EARTH EXCAVATION: REMOVE LANDSCAPED ISLAND AND ASSOCIATED CURBING
AutoCAD SHX Text
CLEARING AND GRUBBING: REMOVE BUSH
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
REMOVE STOP SIGN AND RESET (BY OTHERS)
AutoCAD SHX Text
INSTALL "ONE WAY" SIGN 31-1171 (BY TOWN)
AutoCAD SHX Text DISCONNECT IRRIGATION PRIOR TO SIDEWALK INSTALLATION COORDINATE WITH PARKS DEPARTMENT
AutoCAD SHX Text
INSTALL "ONE WAY" SIGN 31-1171
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text
ONE WAY
AutoCAD SHX Text
WHITE PAVEMENT MARKINGS (BY TOWN)
AutoCAD SHX Text
REMOVE EXISTING CONCRETE SIDEWALK AND GRANITE CURBING
AutoCAD SHX Text
REMOVE EXISTING BITUMINOUS CURBING
AutoCAD SHX Text
BEGIN BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
CLEARING AND GRUBBING: DISCONNECT IRRIGATION PRIOR TO ISLAND REMOVAL
AutoCAD SHX Text SAWCUT AND REMOVE BITUMINOUS PAVEMENT WITHIN LIMITS SHOWN. INSTALL FULL DEPTH BITUMINOUS CONCRETE PATCHING TO MATCH PROPOSED DRIVEWAY LAYOUT
AutoCAD SHX Text
CLEARING AND GRUBBING: ABANDON IRRIGATION HANDHOLE
AutoCAD SHX Text INSTALL 2" PVC SLEEVE IN TRENCH FOR FUTURE IRRIGATION (18" MIN. COVER) COORDINATE WITH PARKS DEPARTMENT
AutoCAD SHX Text
INSTALL TREE (SEE NOTE 1)
AutoCAD SHX Text
END B.C.L.C. BID ALTERNATE BEGIN FLUSH GRANITE CURBING
AutoCAD SHX Text PLANTING SCHEDULE KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS SHADE TREE(S) GTSB 1 GLEDITSIA TRIACANTHOS INERMIS 'SUNBURST' SUNBURST HONEY LOCUST 3-3 1/2" CAL. B+B --- ORNIMENTAL GRASS(ES) BGBA 20 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLUE GRAMA GRASS 2 GAL. CONTAINER SPACED @ 24" O.C.
AutoCAD SHX Text
INSTALL TREE (SEE NOTE 1)
AutoCAD SHX Text INSTALL 2" PVC SLEEVE IN TRENCH FOR FUTURE IRRIGATION (18" MIN. COVER) COORDINATE WITH PARKS DEPARTMENT
AutoCAD SHX Text INSTALL 2" PVC UNDER ROADWAY FOR FUTURE IRRIGATION (18" MIN. COVER) COORDINATE WITH PARKS DEPARTMENT
AutoCAD SHX Text SAWCUT AND REMOVE BITUMINOUS PAVEMENT WITHIN LIMITS SHOWN. INSTALL FULL DEPTH BITUMINOUS CONCRETE PATCHING TO MATCH PROPOSED DRIVEWAY LAYOUT
AutoCAD SHX Text
REPLACE CONCRETE SIDEWALK AND RAMP
AutoCAD SHX Text
SEDIMENT CONTROL SYSTEM AT CATCH BASIN SILT SACK
AutoCAD SHX Text
SEDIMENT CONTROL SYSTEM AT CATCH BASIN SILT SACK
AutoCAD SHX Text
PROTECT LIBRARY WINDOWS WHILE EXISTING SIDEWALK PANELS ARE BEING REMOVED
AutoCAD SHX Text
EXISTING GRANITE CURBING TO REMAIN
AutoCAD SHX Text
APPROXIMATE AREA OF HEATED SIDEWALK SYSTEM
AutoCAD SHX Text
REPLACE PAVEMENT MARKINGS (BY TOWN)
AutoCAD SHX Text INSTALL TOWN CMS SIGN "LIBRARY REAR ACCESS CLOSED FOR CONSTRUCTION USE PUBLIC PARKING AT ST. PAULS" (BY TOWN)
AutoCAD SHX Text
BITUMINOUS CONCRETE PATCHING FULL DEPTH
AutoCAD SHX Text
CLEARING AND GRUBBING: REMOVE TREE
AutoCAD SHX Text
DRIVEWAY TO REMAIN OPEN AT ALL TIMES (NOTE 2)
AutoCAD SHX Text
DRIVEWAY TO REMAIN OPEN AT ALL TIMES (NOTE 2)
AutoCAD SHX Text PARKING CRITERIA REQUIRED EXISTING PROPOSED REFERENCE STANDARD SPACE 9'x18' 9'x18' 9'x18' 9.1a. DIMENSIONS MIN.AISLE WIDTH 24' 24' 24' 9.1.b. MIN NUMBER OF STANDARD SPACES 65 SPACES 75 SPACES 74 SPACES 9.11.n. MIN. NUMBER OF ADA 3 SPACES 4 SPACES 4 SPACES TABLE 208.2, SPACES ADA GUIDELINES
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text P.W. 2523
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
DESIGNED BY NORM E. COATES
AutoCAD SHX Text
DRAWN BY C. F. STEINHILPER
AutoCAD SHX Text
DATE FEBRUARY 8 1988
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text
DATE:
AutoCAD SHX Text S.Troy
AutoCAD SHX Text P.R.B.
AutoCAD SHX Text S.M.B.
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
ST. FILE:
AutoCAD SHX Text MANUAL REVISIONS TO THIS DOCUMENT ARE PROHIBITED. ALL REVISIONS MUST BE PERFORMED ON CADD FILE SHOWN IN THE LEFT MARGIN. IF THERE ARE ANY DISCREPANCIES OR QUESTIONS, CONTACT THE TOWN OF GLASTONBURY, ENGINEERING OFFICE AT (860) 652-7735.
AutoCAD SHX Text
DRAWING ISSUE STATUS
AutoCAD SHX Text
1. LIBRARY USE: 1 PARKING SPACE PER 600 G.S.F. REQUIRED: 38,495 G.S.F. PROPOSED * 1 SPACE /600 LIBRARY USE: 1 PARKING SPACE PER 600 G.S.F. REQUIRED: 38,495 G.S.F. PROPOSED * 1 SPACE /600 G.S.F. = 65 SPACES REQUIRED 2. MINIMUM 3 ADA SPACES ARE REQUIRED IN A PARKING FACILITY WITH 51-75 TOTAL SPACES; MINIMUM 4 MINIMUM 3 ADA SPACES ARE REQUIRED IN A PARKING FACILITY WITH 51-75 TOTAL SPACES; MINIMUM 4 ADA SPACES ARE REQUIRED IN A PARKING FACILITY WITH 76-100 TOTAL SPACES
AutoCAD SHX Text (1)
AutoCAD SHX Text (2)
AutoCAD SHX Text NOTES: 1. NEW TREES TO BE PLANTED SHALL BE NEW TREES TO BE PLANTED SHALL BE - QUERCUS PALUSTRIS "GREEN PILLAR" - PIN OAK (x1) QUERCUS PALUSTRIS "GREEN PILLAR" - PIN OAK (x1) - LIQUIDAMBAR STYRACIFLUA "SLENDER SILHOUETTE" - SWEET GUM (x1) LIQUIDAMBAR STYRACIFLUA "SLENDER SILHOUETTE" - SWEET GUM (x1) 2. ONE WAY ACCESS DRIVE TO THE NORTH OF THE LIBRARY, WHICH PROVIDES ACCESS TO THE BOOK DROP, SHALL REMAIN OPEN AT ALL TIMES. CONNECTION BETWEEN ONE-WAY ACCESS DRIVE AND THE PRIVATE ROAD IDENTIFIED AS ADDIE LANE SHALL REMAIN UNIMPEDED AT ALL TIMES. 3. VEHICULAR ASSESS TO THE MAIN REAR PARKING LOT WILL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING BARRIERS (BARICADES, CONES, AND/OR FENCING) TO PREVENT TRAFFIC FROM ENTERING THE CONSTRUCTION AREA. COSTS ASSOCIATED WITH THE BARRIERS SHALL BE INCLUDED IN THE CLEARING AND GRUBBING (ITEM #020101A) BID ITEM. 4. PEDESTRIAN ACCESS TO THE LIBRARY BUILDING THROUGH THE MAIN REAR ENTRANCE WILL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EMERGENCY EGRESS LANE(S). SEE PROPERTY ACCESS SPECIFICATIONS ON PAGES GCS-1 AND GCS-2.
AutoCAD SHX Text NOTE: LOCATION OF FEATURES AND CONTOUR DATA DEPICTED HEREON WERE ACQUIRED BY FIELD SURVEY ON JUNE 2022. THERE IS NO BOUNDARY/DETERMINATION OPINION. HORIZONTAL CONTROL IS BASED ON THE CONNECTICUT GEODETIC SURVEY STATE PLANE COORDINATES, NORTH AMERICAN DATUM OF 1983 - (NAD83). ELEVATIONS AND VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 - (NAVD88). THE BOUNDARY LINES OF PROPERTIES ADJACENT TO THE SUBJECT PREMISES ARE DEPICTED HEREON FOR INFORMATIONAL PURPOSES ONLY AND HAVE NOT BEEN FIELD VERIFIED. THE LOCATION OF THE ABOVE-GROUND IMPROVEMENTS DEPICTED HEREON WERE FIELD VERIFIED BY THE TOWN OF GLASTONBURY TO THE EXTENT POSSIBLE, EXCEPT AS MAY BE NOTED ON THIS DRAWING. THERE MAY BE CERTAIN ADDITIONAL FEATURES WHICH EXIST ON THIS SITE AND THAT ARE NOT APPARENT AND/OR VISIBLE, INCLUDING CERTAIN UNDERGROUND STRUCTURES AND/OR OTHER SUBSURFACE FEATURES, AND WHICH ARE THEREFORE NOT SHOWN ON THIS DRAWING. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND APPURTENANCES DEPICTED HEREON HAVE BEEN COMPILED FROM PHYSICAL EVIDENCE OBTAINED IN THE FIELD: MAPPING BY OTHERS AS MAY BE PUBLICLY AVAILABLE FROM UTILITY COMPANIES, OTHER AGENCIES AND/OR INDIVIDUALS, AND/OR OTHER UNVERIFIED RECORDED SOURCES SUCH AS CONTRACTORS' AS-BUILTS. THE TOWN OF GLASTONBURY HAS NOT FIELD LOCATED THE UNDERGROUND UTILITIES EXCEPT TO THE EXTENT THAT THEY ARE VISIBLE AT THE EXISTING GROUND SURFACE. THE UNDERGROUND UTILITY INFORMATION DEPICTED ON THIS DRAWING MUST BE CONSIDERED APPROXIMATE IN NATURE, MAY BE INCOMPLETE, AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES IN THE AREA, EITHER CURRENTLY IN SERVICE OR ABANDONED.
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text 1.
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text INSTALL TOWN CMS SIGN AT INTERSECTION OF WELLES ST. AND ADDIE LANE "LIBRARY REAR ACCESS CLOSED FOR CONSTRUCTION USE PUBLIC PARKING AT ST. PAULS" (BY TOWN)
11-22-2022
CONCRETE SIDEWALKS
TOWN OF GLASTONBURY
DEPARTMENT OF PHYSICAL SERVICES
ENGINEERING DIVISION
12/8/2021
CONCRETE SIDEWALK RAMPS
TOWN OF GLASTONBURY
DEPARTMENT OF PHYSICAL SERVICES
ENGINEERING DIVISION
3/28/2017
TYPICAL CURBING DETAILS
TOWN OF GLASTONBURY
DEPARTMENT OF PHYSICAL SERVICES
ENGINEERING DIVISION N.T.S.
AT CATCH BASIN
SEDIMENT CONTROL SYSTEM
FI
LE
:H :\D
W G
\S tre et s\
M ai n St
\P W
-2
W
EL
LE
S
TU
R N
ER
L
IB
R
A R
Y
D R
IV
EW
A Y
D
ES
IG
N
\P W
-2
W el le s T ur ne r L ib ra ry P ar ki ng L ot Im pr ov em en ts .d w g
U
SE
R :St ev en
T ro y D A
TE
:7/
/2
SHEET NO.
OF 3 GLASTONBURY, CONNECTICUT
2407 MAIN STREET
LOCATED AT
PARKING LOT IMPROVEMENTS
DETAILS DEPICTING
WELLES TURNER LIBRARY
AutoCAD SHX Text
RAD.=2'
AutoCAD SHX Text
RAD.=20'
AutoCAD SHX Text 35.42'
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAD.=20'
AutoCAD SHX Text
RAD.=34'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text Existing Vinyl Fence
AutoCAD SHX Text B.C.L.C.
AutoCAD SHX Text Air Cooled Water Chiller
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text 11.2'
AutoCAD SHX Text
RAD.=2'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1.4'
AutoCAD SHX Text 3.7'
AutoCAD SHX Text 9'
AutoCAD SHX Text 5"x18" GRANITE STONE CURBING WITH 6" REVEAL
AutoCAD SHX Text 34.75'
AutoCAD SHX Text 34.82'
AutoCAD SHX Text 34.79'
AutoCAD SHX Text 34.59'
AutoCAD SHX Text 34.46'
AutoCAD SHX Text 34.51'
AutoCAD SHX Text 34.38'
AutoCAD SHX Text 35.25'
AutoCAD SHX Text 35.34'
AutoCAD SHX Text 35.00'
AutoCAD SHX Text 35.26'
AutoCAD SHX Text 35.04'
AutoCAD SHX Text 35.03'
AutoCAD SHX Text 35.05'
AutoCAD SHX Text 34.70'
AutoCAD SHX Text 35.15'
AutoCAD SHX Text 1%
AutoCAD SHX Text
COLORED STAMPED CONCRETE
AutoCAD SHX Text
RAD.=2'
AutoCAD SHX Text
RAD.=20'
AutoCAD SHX Text 35.42'
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAD.=20'
AutoCAD SHX Text
RAD.=34'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text Existing Vinyl Fence
AutoCAD SHX Text B.C.L.C.
AutoCAD SHX Text Air Cooled Water Chiller
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text 11.2'
AutoCAD SHX Text
RAD.=2'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1.4'
AutoCAD SHX Text 3.7'
AutoCAD SHX Text 9'
AutoCAD SHX Text 5"x12" GRANITE STONE CURBING STRAIGHT AND CURVED (FLUSH)
AutoCAD SHX Text 5"x18" GRANITE STONE CURBING WITH 6" REVEAL
AutoCAD SHX Text 4"x4"x4" GRANITE PAVERS SET IN " 12" MORTAR SAND SET ON CONCRETE BASE
AutoCAD SHX Text 34.75'
AutoCAD SHX Text 34.82'
AutoCAD SHX Text 34.79'
AutoCAD SHX Text 34.59'
AutoCAD SHX Text 34.46'
AutoCAD SHX Text 34.51'
AutoCAD SHX Text 34.38'
AutoCAD SHX Text 35.25'
AutoCAD SHX Text 35.34'
AutoCAD SHX Text 35.00'
AutoCAD SHX Text 35.26'
AutoCAD SHX Text 35.04'
AutoCAD SHX Text 35.03'
AutoCAD SHX Text 35.05'
AutoCAD SHX Text 34.70'
AutoCAD SHX Text 35.15'
AutoCAD SHX Text 1%
AutoCAD SHX Text 2%
AutoCAD SHX Text 2'x4' DETECTABLE WARNING STRIP
AutoCAD SHX Text 4'
AutoCAD SHX Text 35.42'
AutoCAD SHX Text 35.50'
AutoCAD SHX Text 35.60'
AutoCAD SHX Text 35.52'
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
RAD.=34'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=46'
AutoCAD SHX Text
RAD.=10'
AutoCAD SHX Text Bench
AutoCAD SHX Text Slate Patio
AutoCAD SHX Text Bench
AutoCAD SHX Text Planter
AutoCAD SHX Text Planter
AutoCAD SHX Text 3.7'
AutoCAD SHX Text 35.26'
AutoCAD SHX Text 35.04'
AutoCAD SHX Text 35.03'
AutoCAD SHX Text 35.05'
AutoCAD SHX Text 35.15'
AutoCAD SHX Text 1%
AutoCAD SHX Text
FULL DEPTH DRIVE/PARKING PAVEMENT DETAIL NOT TO SCALE
AutoCAD SHX Text NOTE: RECLAIMED MISC. AGGREGATE SHALL NOT BE USED. *OR AS REQUIRED TO MATCH EXISTING PAVEMENT THICKNESS
AutoCAD SHX Text
BITUMINOUS CONCRETE LIP CURB
AutoCAD SHX Text
4" TOPSOIL WITH TURF ESTABLISHMENT ALL DISTURBED AREAS PER SPECIFICATIONS
AutoCAD SHX Text
3" HMA S0.375" PLACED IN TWO LIFTS*
AutoCAD SHX Text
10" PROCESS STONE BASE*
AutoCAD SHX Text 3/8"/ft. Min.
AutoCAD SHX Text G
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text
CAD
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text W
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text
5" CONCRETE
AutoCAD SHX Text
8" PROCESSED STONE BASE
AutoCAD SHX Text
4' OR 5'
AutoCAD SHX Text
8" CONCRETE
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text
#1010 WIRE REINFORCED
AutoCAD SHX Text
TOOLED JOINT
AutoCAD SHX Text
TOOLED JOINT
AutoCAD SHX Text %%uSIDEWALK PLAN TYP.
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
SLOPE TO CURB
AutoCAD SHX Text
4' OR 5'
AutoCAD SHX Text 6"
AutoCAD SHX Text
%%USTANDARD SIDEWALK SECTION
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
12" TYP.
AutoCAD SHX Text
12" TYP.
AutoCAD SHX Text
%%UDOWEL DETAIL
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text H
AutoCAD SHX Text 1/2 H
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
TOOLED JOINT
AutoCAD SHX Text
(REPEAT JOINT PATTERN AT 15' INTERVALS)
AutoCAD SHX Text
MAXIMUM SLAB LENGTH =15'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
5'-0" OR 4'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
SEE NOTE 10
AutoCAD SHX Text
UNDERNEATH SIDEWALK
AutoCAD SHX Text
1/4" PER FOOT
AutoCAD SHX Text
SLOPE TO CURB
AutoCAD SHX Text
1/4" PER FOOT
AutoCAD SHX Text
8" PROCESSED STONE BASE
AutoCAD SHX Text
UNDERNEATH SIDEWALK
AutoCAD SHX Text 5/8" DIA. SMOOTH METAL DOWELS WITH "SPEED DOWEL" PLASTIC SLEEVE OR APPROVED EQUAL, SEE NOTE 9
AutoCAD SHX Text
FOR INDUSTRIAL & COMMERCIAL AREAS ONLY DRIVEWAY SECTION
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
1. PROCESSED STONE BASE SHALL BE PROCESSED STONE BASE SHALL BE CRUSHED TRAP ROCK CONFORMING TO CONFORMING TO ARTICLE M.05.01 OF THE FORM 818 AND TOWN SPECIFICATIONS. GRAVEL OR RECLAIMED MISCELLANEOUS AGGREGATE SHALL NOT BE USED. 2. CONCRETE SHALL BE CONNDOT PCC04462, CONCRETE SHALL BE CONNDOT PCC04462, (4400 PSI, 28 DAY STRENGTH). 3. FORMS ARE TO BE SET TRUE TO LINE FORMS ARE TO BE SET TRUE TO LINE AND GRADE ON WELL COMPACTED BASE. FORMS SHALL BE 5" STEEL OR 2"X6" LUMBER. 2"X4" LUMBER SHALL NOT BE 2"X4" LUMBER SHALL NOT BE USED AND SHALL BE CAUSE FOR IMMEDIATE REJECTION OF SIDEWALK. 4. CONCRETE SHALL BE STRUCK OFF CONCRETE SHALL BE STRUCK OFF (SCREEDED) PRIOR TO BULL FLOATING. PROPER FINISHING PROCEDURES WILL BE FOLLOWED INCLUDING JOINTING, EDGING, AND BROOMING. A FINE BRISTLE BROOM SHOULD BE USED. ALL EDGING TOOL IMPRINTS SHOULD BE STEEL TROWELED PRIOR TO BROOMING. 5. AN APPROVED CURING COMPOUND / AN APPROVED CURING COMPOUND / SEALER (CURESHIELD EX, SILENCURE SRT, REPEL100, OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE SIDEWALK PER TOWN SPECIFICATIONS. 6. CONTRACTOR SHALL TAKE ALL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT SURFACE FROM DAMAGE. 7. WALKS SHALL BE BACKFILLED AS SOON WALKS SHALL BE BACKFILLED AS SOON AS FORMS ARE REMOVED. 8. SIDEWALK SLABS SHOULD NOT EXCEED 5' SIDEWALK SLABS SHOULD NOT EXCEED 5' IN WIDTH. IF SIDEWALK SLABS GREATER THAN 5' IN WIDTH ARE TO BE CONSTRUCTED, A LONGITUDINAL EXPANSION JOINT SHALL BE CONSTRUCTED TO FORM ACCEPTABLE SLABS. 9. INSERT 18" LONG SMOOTH METAL DOWELS INSERT 18" LONG SMOOTH METAL DOWELS AT ALL EXPANSION JOINTS, AT SIDEWALK RAMPS, AND AT THE LAST SLAB POURED AT THE END OF THE WORKING DAY. DOWELS SHALL ALSO BE INSTALLED BETWEEN NEW AND EXISTING CONCRETE SLABS. 10. EXPANSION JOINT SHALL BE 1/2" EXPANSION JOINT SHALL BE 1/2" ASPHALT IMPREGNATED CELLULAR FIBER AND OF A DIMENSION EQUAL TO THE FULL SLAB DEPTH.
AutoCAD SHX Text
DRAWN BY: SR
AutoCAD SHX Text
SCALE : NONE
AutoCAD SHX Text
CHECKED BY: SMB
AutoCAD SHX Text
APPROVED BY: DAP
AutoCAD SHX Text
LAST REVISED:
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
DESIGNED BY NORM E. COATES
AutoCAD SHX Text
DRAWN BY C. F. STEINHILPER
AutoCAD SHX Text
DATE FEBRUARY 8 1988
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text
PLATE NO. 6
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text 5/8" DIA. SMOOTH METAL DOWELS WITH "SPEED DOWEL" PLASTIC SLEEVE OR APPROVED EQUAL, SEE NOTE 9
AutoCAD SHX Text 18"
AutoCAD SHX Text G
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text
CAD
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text W
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text
CONSTRUCTION JOINT (TYP.)
AutoCAD SHX Text
VARIES, SEE NOTE 1
AutoCAD SHX Text
DOWELS W/ PLASTIC SLEEVE
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text
FACE OF EXISTING CURB
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
%%UDIAGONAL RAMP
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
24" DETECTABLE WARNING STRIP FULL WIDTH OF RAMP, SET 2" BEHIND FACE OF CURB
AutoCAD SHX Text
8% MAX.
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
PLACE EXPANSION JOINT AT BACK OF RAMP LINE
AutoCAD SHX Text
%%UNOTES:%%U
AutoCAD SHX Text
1. WING SHALL HAVE A MAXIMUM SLOPE OF 2 INCHES PER FOOT WHERE GRASS STRIP WING SHALL HAVE A MAXIMUM SLOPE OF 2 INCHES PER FOOT WHERE GRASS STRIP SEPARATES SIDEWALK FROM CURB AND 1 INCH PER FOOT WHERE SIDEWALK DIRECTLY ABUTS CURB. SEE PROJECT SPECIFIC DETAILS FOR RAMP LAYOUT AND ELEVATIONS. 2. WHERE SIDEWALK RAMPS ABUT GRANITE CURB, CURB SHALL BE CONTINUOUS ACROSS WHERE SIDEWALK RAMPS ABUT GRANITE CURB, CURB SHALL BE CONTINUOUS ACROSS THE FRONT OF THE RAMP AND HAUNCH INSTALLED DIRECTLY BEHIND THE CURB. WING MAY BE OMITTED AT GRANITE CURB IF INDICATED ON PROJECT SPECIFIC DETAILS. 3. GRADE BREAKS AT ENDS OF 8% MAX SLOPE RAMP SHALL ALWAYS BE GRADE BREAKS AT ENDS OF 8% MAX SLOPE RAMP SHALL ALWAYS BE PERPENDICULAR TO SLOPE OF RAMP AND PARALLEL TO EACH OTHER. 4. DETECTABLE WARNING STRIP SHALL BE A REPLACEABLE TACTILE WARNING SURFACE DETECTABLE WARNING STRIP SHALL BE A REPLACEABLE TACTILE WARNING SURFACE TILE AS MANUFACTURED BY ADA SOLUTIONS INC. (ADATILE.COM) OR APPROVED EQUAL. TILE SHALL BE THE FULL WIDTH OF THE RAMP, BRICK RED IN COLOR AND ALL ATTACHMENT HARDWARE SHALL BE STAINLESS STEEL.
AutoCAD SHX Text TOOL FACE OF WING TO MATCH PROFILE OF BCLC. SLOPE CONCRETE WING TO MATCH TOP OF EXISTING CURB PER NOTE 1.
AutoCAD SHX Text
BCLC
AutoCAD SHX Text
BCLC
AutoCAD SHX Text
RAMP SLOPED AT 8% MAX.
AutoCAD SHX Text
CONCRETE WING SLOPED TO MATCH EXISTING CURB AS PER NOTE 1.
AutoCAD SHX Text
BCLC
AutoCAD SHX Text
BCLC
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text
PROCESSED STONE BASE PER CONCRETE SIDEWALK DETAIL
AutoCAD SHX Text
DRAWN BY: SR
AutoCAD SHX Text
SCALE : NONE
AutoCAD SHX Text
CHECKED BY: SMB
AutoCAD SHX Text
APPROVED BY: DAP
AutoCAD SHX Text
LAST REVISED:
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
DESIGNED BY NORM E. COATES
AutoCAD SHX Text
DRAWN BY C. F. STEINHILPER
AutoCAD SHX Text
DATE FEBRUARY 8 1988
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text
PLATE NO. 7
AutoCAD SHX Text
VARIES SEE NOTE 1
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
BCLC
AutoCAD SHX Text
BCLC
AutoCAD SHX Text 24" DETECTABLE WARNING STRIP FULL WIDTH OF RAMP, SET 2" BEHIND FACE OF CURB (TYP.)
AutoCAD SHX Text
PLACE EXPANSION JOINT AT BACK OF RAMP (RAMP PAY LIMIT)
AutoCAD SHX Text
RAMP SLOPED AT 8% MAX.
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
%%UPERPENDICULAR RAMP
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text TOOL FACE OF WING TO MATCH PROFILE OF BCLC. SLOPE CONCRETE WING TO MATCH TOP OF EXISTING CURB PER NOTE 1.
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
DOWELS WITH PLASTIC SLEEVE
AutoCAD SHX Text
DOWELS WITH PLASTIC SLEEVE
AutoCAD SHX Text
GRADE BREAK PERPENDICULAR TO SLOPE OF RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
8% MAX.
AutoCAD SHX Text
RAMP SHALL BE FLUSH
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text
PROCESSED STONE BASE PER CONCRETE SIDEWALK DETAIL
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text
DOWELS WITH PLASTIC SLEEVE
AutoCAD SHX Text
LEVEL LANDING
AutoCAD SHX Text
LEVEL LANDING 2% MAX.
AutoCAD SHX Text
4' X 4' LEVEL LANDING
AutoCAD SHX Text
RAMP SLOPED AT 8% MAX.
AutoCAD SHX Text
GRADE BREAK
AutoCAD SHX Text
BREAK
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
BREAK
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4'x4' CLEAR ZONE ENTIRELY WITHIN CROSSWALK LIMITS (TYP.)
AutoCAD SHX Text 4'x4' CLEAR ZONE ENTIRELY WITHIN CROSSWALK LIMITS (TYP.)
AutoCAD SHX Text
RAMP PAY LIMIT AT EXPANSION JOINT
AutoCAD SHX Text
RAMP SHALL BE FLUSH
AutoCAD SHX Text
RAMP WIDTH AS SHOWN ON PLAN
AutoCAD SHX Text G
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text
CAD
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text W
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text NOTES: 1. ALL BITUMINOUS CURBING IS TO BE ALL BITUMINOUS CURBING IS TO BE IS TO BE SET ON THE WEARING COURSE. 2. ROADWAY SHALL BE SWEPT CLEAN ROADWAY SHALL BE SWEPT CLEAN AND PROPERLY TACK COATED PRIOR TO BITUMINOUS CURB INSTALLATION. 3. CAPE COD CURB SHALL BE INSTALLED CAPE COD CURB SHALL BE INSTALLED THROUGHOUT ALL CUL-DE-SACS AND OTHER AREAS AS DIRECTED.
AutoCAD SHX Text
BASE
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text 21°
AutoCAD SHX Text 6"
AutoCAD SHX Text R=2"
AutoCAD SHX Text 48°
AutoCAD SHX Text 1"
AutoCAD SHX Text
EXTRUDED BITUMINOUS CONCRETE CURB
AutoCAD SHX Text
SUB-BASE
AutoCAD SHX Text
%%UBITUMINOUS CAPE COD CURBING
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
AutoCAD SHX Text
WEARING COURSE
AutoCAD SHX Text
EXTRUDED BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text MAXIMUM ALLOWABLE BREAK BACK IS 9" FOR CURB LENGTHS OF 6' OR MORE, 6" FOR CURB LENGTHS LESS THAN 6'
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
8"SMOOTH
AutoCAD SHX Text
QUARRY SPLIT
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
3000 PSI CONCRETE AT ALL JOINTS (± 1/4 C.Y.)
AutoCAD SHX Text
%%UVERTICAL GRANITE CURBING
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text
GUTTER LINE
AutoCAD SHX Text
6" PROCESSED STONE BASE
AutoCAD SHX Text
%%UBITUMINOUS CONCRETE LIP CURBING
AutoCAD SHX Text
DRAWN BY: SR
AutoCAD SHX Text
SCALE : NONE
AutoCAD SHX Text
CHECKED BY: SMB
AutoCAD SHX Text
APPROVED BY: DAP
AutoCAD SHX Text
LAST REVISED:
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
DESIGNED BY NORM E. COATES
AutoCAD SHX Text
DRAWN BY C. F. STEINHILPER
AutoCAD SHX Text
DATE FEBRUARY 8 1988
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text
PLATE NO. 5
AutoCAD SHX Text
BINDER COURSE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
WEARING COURSE
AutoCAD SHX Text
BINDER COURSE
AutoCAD SHX Text
6" OR MATCH EXISTING WIDTH
AutoCAD SHX Text
NEW SIDEWALK PANEL
AutoCAD SHX Text
EXISTING 3" HEATED SIDEWALK TOPPING SLAB FLOORING
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
EXISTING SIDEWALK PANEL
AutoCAD SHX Text
DOWEL
AutoCAD SHX Text
PROCESS STONE BASE
AutoCAD SHX Text
58" REBAR
AutoCAD SHX Text
SPECIAL SIDEWALK PANEL CONNECTION NOT TO SCALE
AutoCAD SHX Text
UNDER SLAB RIGID INSULATION
AutoCAD SHX Text
EXISTING 6" CONCRETE OVERPOUR
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
BITUMINOUS CONCRETE PATCH FULL DEPTH
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
BASE BID: STAMPED COLOR CONCRETE ISLAND
AutoCAD SHX Text
FLUSH
AutoCAD SHX Text 5"x18" GRANITE STONE CURBING WITH 6" REVEAL
AutoCAD SHX Text
NEW B.C.L.C. BEHIND GRANITE CURBING
AutoCAD SHX Text
SAWCUT LINE
AutoCAD SHX Text
EXISTING B.C.L.C.
AutoCAD SHX Text
8" PROCESSED STONE BASE
AutoCAD SHX Text 8" CONCRETE WITH 6"x6" #10#10 WWR (SEE SPECIAL PROVISIONS FOR CURING COMPOUND SEALER)
AutoCAD SHX Text STAMPED CONCRETE - 4"x4" GRANITE SETTS PATTERN
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text 5"x12" GRANITE STONE CURBING STRAIGHT AND CURVED (FLUSH)
AutoCAD SHX Text
CONTINUOUS CONCRETE FOOTING
AutoCAD SHX Text 4"x4"x4" GRANITE PAVERS SET IN 1/2" MORTAR BED
AutoCAD SHX Text
BITUMINOUS CONCRETE PATCH FULL DEPTH
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text EXPANSION JOINT WITH SEALANT AGAINST CURB (Typ.)
AutoCAD SHX Text
BID ALTERNATE: GRANITE PAVER ISLAND
AutoCAD SHX Text 1:1
AutoCAD SHX Text 1:1
AutoCAD SHX Text
FLUSH
AutoCAD SHX Text 8" CONCRETE BASE WITH 6"x6" #10 WWM ON 8" PROCESS STONE BASE
AutoCAD SHX Text 1:1
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 7"
AutoCAD SHX Text 2"
AutoCAD SHX Text
DETAIL N.T.S.
AutoCAD SHX Text 5"x18" GRANITE STONE CURBING WITH 6" REVEAL
AutoCAD SHX Text
NEW B.C.L.C. BEHIND GRANITE CURBING
AutoCAD SHX Text
SAWCUT LINE
AutoCAD SHX Text
EXISTING B.C.L.C.
AutoCAD SHX Text P.W. 2402
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
DESIGNED BY NORM E. COATES
AutoCAD SHX Text
DRAWN BY C. F. STEINHILPER
AutoCAD SHX Text
DATE FEBRUARY 8 1988
AutoCAD SHX Text Y
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text
DATE:
AutoCAD SHX Text S.Troy
AutoCAD SHX Text P.R.B.
AutoCAD SHX Text S.M.B.
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
ST. FILE:
AutoCAD SHX Text MANUAL REVISIONS TO THIS DOCUMENT ARE PROHIBITED. ALL REVISIONS MUST BE PERFORMED ON CADD FILE SHOWN IN THE LEFT MARGIN. IF THERE ARE ANY DISCREPANCIES OR QUESTIONS, CONTACT THE TOWN OF GLASTONBURY, ENGINEERING OFFICE AT (860) 652-7735.
AutoCAD SHX Text
DRAWING ISSUE STATUS
AutoCAD SHX Text
PEDESTRIAN RAMP
AutoCAD SHX Text
GRADING DETAIL
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
BID ALTERNATE: GRADING DETAIL FOR GRANITE PAVER ISLAND
AutoCAD SHX Text
GRADING DETAIL
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text 1.
AutoCAD SHX Text 7-15-2026
AutoCAD SHX Text
BASE BID:GRADING DETAIL FOR STAMPED CONCRETE ISLAND
AutoCAD SHX Text
GRADING DETAIL
AutoCAD SHX Text
SCALE: 1"=10'
| Sheets and Views |
| Cover |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 2.pdf |
| Sheets and Views |
| Plan Option 2 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Cover.pdf |
| Sheets and Views |
| Cover |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Cover.pdf |
| Sheets and Views |
| Cover |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Cover.pdf |
| Sheets and Views |
| Cover |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Cover.pdf |
| Sheets and Views |
| Cover |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Details.pdf |
| Sheets and Views |
| Details |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
| PW-2523 Welles Turner Library Parking Lot Improvements-Plan Option 1.pdf |
| Sheets and Views |
| Plan Option 1 |
File details come from the government source that posted it. Updated .