75% SUBMITTAL - townofhudson.org€¦ · dmh 7 206.00 (cbci 4) 205.27 to outfall inv. 201.0 to...
Transcript of 75% SUBMITTAL - townofhudson.org€¦ · dmh 7 206.00 (cbci 4) 205.27 to outfall inv. 201.0 to...
ASSAB
ETR
IVER
MAIN ST.
MAN
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T.LINCOLNST.
CENTRAL ST.
WASHING
TON
ST.
COOLIDGE RD.
INTELCORPORATION
GATESPOND
FORT MEADOWRESERVOIR
WORCESTER
MIDDLESEX
WO
RC
ESTE
RM
IDD
LESE
X
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MA
PROJECT FILE NO.
-
604732
1
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS ANDBRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15, 2012,THE INTERIM SUPPLEMENTAL SPECIFICATIONS DATED OCTOBER 17, 2014, THE 2014 CONSTRUCTIONSTANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS, (AS RELATED TOTRAFFIC STANDARD DETAILS ONLY), THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS, DATED 2009, THE 1990STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFICSIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FORNURSERY STOCK, WILL GOVERN.
TITLE SHEET & INDEX
DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
HIGHWAY ADMINISTRATOR
01-T
ITLE
SHEE
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PMP
lotte
don
DESIGN DESIGNATION WASHINGTON STREET (ROUTE 85)DESIGN SPEED 30 MPH
ADT (2011) 20,370ADT (2031) 24,855
K 7.3%
D 52% SBT (PEAK HOUR) 4%
T (AVERAGE DAY) 3%
DHV 1,480
DDHV 770
75% SUBMITTALN
PREPARED BY:
LENGTH OF PROJECT:
WASHINGTON STREET(ROUTE 85): 460.00 FEET = 0.087 MILES
2000 0 2000
SCALE 1" =2000'
4000
SOUTH STREET: 100.00 FEET = 0.019 MILESTOTAL LENGTH OF PROJECT: 560.00 FEET 0.106 MILES=
INDEXSHEET NO. DESCRIPTION
1 TITLE SHEET & INDEX
2 GENERAL NOTES, LEGEND AND ABBREVIATIONS
3 SURVEY CONTROL PLAN4 TYPICAL SECTIONS5 CONSTRUCTION PLAN6 PROFILES7 CURB TIE & GRADING PLANS8 DRAINAGE & UTILITY PLAN9 TRAFFIC SIGN & PAVEMENT MARKINGS
10 TRAFFIC SIGN SUMMARY SHEET11-17 TEMPORARY TRAFFIC CONTROL PLANS18-20 CONSTRUCTION DETAILS21-45 BRIDGE PLANS H-25-003 (BDT)
46-50 CROSS SECTIONSFUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL
DATE DESCRIPTION REV #
2
GENERAL NOTES, LEGENDAND ABBREVIATIONS
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
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PROJECT FILE NO.
-
604732
–
’ –
’ –
’ –
’
’
’
’
SURVEY CONTROL PLAN
3
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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50
STATE
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PROJECT FILE NO.
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FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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40
SCALE: 1" = 40'
0 100 200
4
TYPICAL SECTIONS
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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STATE
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CONSTRUCTION PLAN
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
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PROJECT FILE NO.
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604732
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SCALE: 1" = 20'
0 50 100
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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STATE
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PROJECT FILE NO.
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604732
6
PROFILE
20
SCALE: 1" = 20' (HORZ.)
0 50 100
1" = 4' (VERT.)
7
CURB TIE & GRADING PLAN
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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STATE
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PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
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PROJECT FILE NO.
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604732
20
SCALE: 1" = 20'
0 50 100
D D D
D
D D D D D
D
DD
DD
D
D D D
S S S S S S S S S S S S S
S
GG
G
G G G G G G G G G G G G G G G
G
SS
S
WW
WW
WW
D
D
D
D
SS
S
SS
SS
S S S S S S S S S S S
S
WW
GG
GGGGGGGGGGGG
GG
G
G
W
W W W W W W W W W W W W W W W W W
S
D D D
D
D
D
D
D
D
D
D D D D D D D D D
D
D
D
DD
DD
G G
G
G
G
G
G
G
D
D
D
D
D
D
SS
SS
SS
WW
WW
WW
W
GG
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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50
STATE
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DRAINAGE AND UTILITY PLAN
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SANITARY SEWER STRUCTURE TABLE
REMARKS INV.ELEV. INRIM ELEV.STATIONSTRUCTURE INV.
ELEV. OUTREMODELEXISTING SMH211.42
11+56.885.20' RT.EX. SMH 1 208.20
WITH 4'-0"DEEP SUMP
211.29SMH 2 208.16
210.76SMH3 207.70
REMODELEXISTING SMH
211.38EX. SMH4 207.60
11+69.118.04' RT.
12+92.108.50' RT.
13+24.071.80' LT.
TO OUTFALLINV. 201.0
208.20
208.16
207.70
207.60
DRAINAGE STRUCTURE TABLE
REMARKS INV.ELEV. INRIM ELEV.STATIONSTRUCTURE INV.
ELEV. OUT
** NOTE: CONTRACTOR SHALL FIELD VERIFY EXISTING DRAIN LINE INVERTS
WITH 4'-0"DEEP SUMP-211.0311+67.92
22.0' LT.CBCI 1 204.40
WITH 4'-0"DEEP SUMP
211.07CBCI 2 203.15
211.60DMH 3 203.00203.10 (CBCI 1)203.10 (CBCI 2)
-
WITH 4'-0"DEEP SUMP
210.44CBCI 4 206.44-
GRATE INLET210.15GI 5 206.15-
211.04DMH 6 205.6 (HOLD206.3 (HOLD
210.3012+95.6026.50' RT.DMH 8 205.23206.00 (CBCI 5)
11+62.8221.00' RT.
11+65.8925.32' RT.
12+84.4122.42' LT.
12+92.0220.54' RT.
13+15.1412.04' RT.
210.2813+06.9415.45' RT.DMH 7 205.27206.00 (CBCI 4)
TO OUTFALLINV. 201.0
TO OUTFALLINV. 200.0
EX.INV.) EX. INV.)REMODELEXIST. DMH
205.37 ( DMH 6)
205.25 ( DMH 7)
SIGN AND PAVEMENTMARKING PLAN
9
AssabetRiver
P
62
62
NOLEFTTURN
20
SCALE: 1" = 20'
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
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PROJECT FILE NO.
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604732
0 40 60 80
1Mobil
Saves you gas& oil changes
HUDSONGAS
AUTO REPAIR & SERVICE
XXX-XXX-XXXX Full Service
HUDSON GASFULL SERVICE
REG.
PRE.
X.XXX.XX RIGHT LANE
MUSTTURN RIGHT
LOWGREAT NEW
GAS PRICESEVERYDAY
---------------------------------------------
10
TRAFFIC SIGN SUMMARY
FED. AID PROJ. NO. SHEETNO.
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62
TEMPORARY TRAFFIC CONTROL PLANGENERAL NOTES AND DETAILS
11
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
TEMPORARY TRAFFIC CONTROL PLANNB & SB DETOUR PLAN
12
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
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STATE
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PROJECT FILE NO.
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604732
TEMPORARY TRAFFIC CONTROL PLANBIKE AND PEDESTRIAN DETOUR PLAN
13
TEMPORARY TRAFFIC CONTROL PLANSSHEET 1 OF 3
14
0 30 60
SCALE 1" = 30'
90 120
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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PROJECT FILE NO.
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604732
TEMPORARY TRAFFIC CONTROL PLANSSHEET 2 OF 3
15
0 30 60
SCALE 1" = 30'
90 120
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
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STATE
MASS.
PROJECT FILE NO.
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604732
TEMPORARY TRAFFIC CONTROL PLANSSHEET 3 OF 3
16
0 30 60
SCALE 1" = 30'
90 120
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
TEMPORARY TRAFFIC CONTROL PLAN
17
SIGN SUMMARY
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
BASINCATCH
PLAN
COMPOST FILTERTUBES
COMPOST FILTER TUBE
COMPOST FILTER TUBEMINIMUM 12 INCHES IN DIAMETER WITH ANEFFECTIVE HEIGHT OF 9.5 INCHES
TUBES FOR COMPOST FILTERS SHALL BE JUTEMESH OR APPROVED BIODEGRADABLEMATERIAL. ADDITIONAL TUBES SHALL BE USEDAT THE DIRECTION OF THE ENGINEER.
UNDISTURBED SUBGRADE
TAMP TUBES IN PLACE TO ENSURE GOODCONTACT WITH SOIL SURFACE. IT IS NOTNECESSARY TO TRENCH TUBES INTO EXISTINGGRADE.
PROVIDE A 3 FOOT MINIMUM OVERLAP ATENDS OF TUBES TO JOIN IN A CONTINUOUSBARRIER AND MINIMIZE UNIMPEDED FLOW.STAKE JOINING TUBES SNUGLY AGAINSTEACH OTHER TO PREVENT UNFILTEREDFLOW BETWEEN THEM.
SECURE ENDS OF TUBES WITH STAKESSPACED 18 INCHES APART THROUGH TOPSOF TUBES.
DIRECTION OF FLOW
PROTECTEDAREA
LIMIT OF WORK
2 INCH X 2 INCH X 3 FEETUNTREATED HARDWOOD STAKES, UP TO 5 FEETAPART OR AS REQUIRED TO SECURE TUBES INPLACE.
WHEN STAKING IS NOT POSSIBLE, SUCH ASWHEN TUBES MUST BE PLACED ON PAVEMENT,HEAVY CONCRETE OR CINDER BLOCKS CAN BEUSED BEHIND TUBES UP TO 5 FEET APART ORAS REQUIRED TO SECURE TUBES IN PLACE.
3.0 FT. MIN.
AREA OFDISTURBANCE
GENERAL NOTES:
1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET INLENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAYREQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TOCREATE A FILTER BERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FORSITUATIONS WITH LONGER OR STEEPER SLOPES.
2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATEDFLOW.
3. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.
4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO MINIMIZE SITE DISTURBANCEAND MAXIMIZE CAPTURE AREA OF STORM WATER RUN-OFF.
INSTALLATION TO OCCUR AT OR WIITHIN LIMITOF WORK TO PREVENT IMPACTS TO RESOURCEAREAS.
NOT TO SCALE
18
CONSTRUCTION DETAILS
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
ZONE OF CONSTRUCTION IMPACT (CUT/FILL)
WOODEN OR METAL POSTS (TYPICAL)
(VA
RIE
S)LI
MIT
OF
DR
IPLI
NE
PLAN VIEW
EXISTING TREE (S)
PRUNE PER ISA STANDARDS.REMOVE DEAD & DAMAGED
BRANCHES. TIE BRANCHES UPTO AVOID DAMAGE FROM
CONSTRUCTION EQUIPMENT.
INSTALL FENCING AT EDGE OFDRIPLINE OR AS FAR FROM TRUNK ASPOSSIBLE. MIN. DISTANCE IS 6' FROM
TRUNK. MAY BE PLASTIC SNOW FENCEOR CHAIN LINK, MIN. 4' HIGH.
PRUNE DAMAGED OR EXPOSEDROOTS DAMAGED WITH A SHARP SAW.
NO STORAGE OF EQUIPMENT ORSTOCKPILING OF MATERIALS WITHINDRIPLINE
2"x4" DIM. LUMBER ATTACHEDW/METAL STRAPPING (OPT) AT 2LOCATIONS (MIN.). CLADDING SHALLBE 8' HIGH WITH 6" SPACING OFBOARDS. WRAP BARK W/BURLAPPRIOR TO ARMORING.
LIMIT OFCONSTRUCTION IMPACT
(REFER TO PLANS)
WOODEN OR METALPOSTS (MAX. 8' SPACING)
LIMIT OF FENCE(INDIVIDUAL TREE)
EXISTINGTREE
LIMIT OFCANOPY(VARIES)
AREA OF UNDISTURBEDROOT ZONE
LIMIT OF FENCING(INDIVIDUAL TREE)
LIMIT OF FENCING (MULTIPLETREES)
EXISTING GRADE
6' MIN.
EXISTINGTREE
LIMIT OF FENCING(MULTIPLE TREES)
19
CONSTRUCTION DETAILS
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
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PROJECT FILE NO.
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604732
BRIDGE END POST
PROP. BOX WIDENING(SEE PVM'T NOTES)
EXIST. ROADWAY
DEPTH PVM'T
SA
WC
UT
VARIES PROP. FULLEXISTINGPVM'T
SA
WC
UT
MEET
(10' MIN.)
OR CONCRETEFLAT STONE
OR CONCRETEFLAT STONE
MATERIALAGAINST UNDISTURBEDCONCRETE BACKING
ROTATE AS NECESSARYTO GRADE AS REQUIRED,HYDRANT TO BE ADJUSTED
FINISH GRADEAS REQUIRED
AS REQUIREDROTATE HYDRANT
VARIESWATER MAIN
LC
TEE CONNECTION
MATERIALAGAINST UNDISTURBED
CONCRETE BACKING
CO
VER
5'-0
"MIN
.
VALVE BOXADJUSTABLE
6" GATE VALVE
PROVIDE 4 CU. FT. OF CRUSHED STONE TO ATLEAST 6' ABOVE DRAIN HOLES
MECHANICAL JOINTS
8" DUCTILE IRON PIPE
NOTES:
1. MEGALUG REQUIRED AT ALL BENDSIN ADDITION TO THRUST BLOCKS.
2. CONCRETE SHALL BE 3000P.S.I., 1.5 in, 470 CEM. CONC. MAS.
MEGALUG
1/2O.D.
24"24
"
8" DUCTILE IRON PIPE
5'-6
"TY
PIC
AL
NOTES:- CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON UNDISTURBED EARTH.- USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE CONCRETE THRUST BLOCK IS UNACCEPTABLE.- SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR SPECIFIC CONDITIONS.
EXISTING WATER MAIN
SIDEWALK
CURB
MECHANICAL JOINTTAPPING GATE VALVE
MASONRY RING
ACCESS TUBE
STANDARDVALVE BOX AND COVER
TAPPING SLEEVE
FINISHEDSTREET GRADE
18"
4'-0" MIN. (TYP. DRAINAGE)
METALLIC DETECTABLE WARNING TAPE(FOR ALL NEW WATER & GAS UTILITIES)
TRENCHWIDTH
3 FT PLUSDIAMETER
GRAVEL BACKFILL WITH NOSTONES GREATER THAN 3
INCH IN DIAMETER OR
GRAVEL BORROWTYPE C
INSTALLED PIPE
CONTROL DENSITY FILL(EXCAVATABLE)(AS DIRECTED)
(TYP.)12" EXIST PVM'T
SAWCUT LINE
HMA DEPTH SHALL MATCHEXISTING PAVEMENT DEPTH
3"
PIPE DIA.
VARIES
5'-0" MIN. (TYP. WATER)
GRANITE CURB
8" REVEAL 6" REVEALTOP OF BRIDGESIDEWALK
EDGE OF PAVEMENT
20'± AT SOUTH SIDE(VARIES AT NORTH SIDE)
BRIDGE CURB
20
CONSTRUCTION DETAILS
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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PROJECT FILE NO.
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FED. AID PROJ. NO. SHEETNO.
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50
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PROJECT FILE NO.
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604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
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50
STATE
MASS.
PROJECT FILE NO.
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604732
01_T
ITLE
SHEE
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pr-2
015
10:4
4AM
Plo
tted
onFi
rstS
truct
ural
Subm
ittal
(S1)
DD
-Mon
th-Y
YYY
02_G
EN
ER
AL
NO
TES.
DW
G21
-Apr
-201
510
:55
AMP
lotte
don
Firs
tStru
ctur
alSu
bmitt
al(S
1)D
D-M
onth
-YYY
Y
S1
S2
S3
S4
S5
S6
C1
C2
1'-2'3"
3'-5'
5'-7'
7'-9'
9'-11'
15'-15'3"
17'-22'
22'-27'
5 8 100/3"
3 4 3 3
3 4 6 7
4 5 10 8
6 7 6 4
100/3"
6 8 11 16 15
11 12 16 15 15
8"
8"
6"
3"
7"
2"
44"
44"
3" Asphalt3" Gravel BaseMoist Very Dense Brown FINE-COARSE SAND, Some Fine-Coarse Gravel, Trace Inorganic SiltMoist Loose Brown FINE-COARSE SAND,Trace Fine Coarse Gravel, Trace Inorganic Silt
S4 Changes to Medium dense
Wet Very Dense Gray FINE-COARSE SAND,Some Fine- Coarse GravelTop of Bed Rock at 17'Run #1, Cored 17'-22', Recovery 44", 73%Fractured Gray GNEISS
Run #2, Cored 22'-27', Recovery 44", 73%Fractured Gray GNEISS
End of Boring at 27'
0.25
.53
15
17
27
NEW ENGLAND BORING CONTRACTORS OF CT., INC. BORING NO. BB-1129 KRIEGER LANE, GLASTONBURY, CT 06033 Sheet 1 of 1
Boring Log(860) 633-4649 -- (860) 657-8046 FAX Scale: 1"=8'
City/Town: HUDSON Bridge Number: H-25-003 Project File Number: 604732 Contract Number: 58899
Location: ROUTE 85 (Washington Street) OVER ASSABET RIVER Date & Time Started: 03/08/11 AT 1:00 P.M. Total Hours:
Groundwater Depth (Feet): 7' ON 03/08/11 AT 5:15 P.M. Date & Time Completed: 03/08/11 AT 5:15 P.M. 4.25Coordinates (Feet):N 2967281.1975 E 637150.4442 Driller's Name: MIKE ST.JOHN Helper's Name: ORRIN CONE
Ground Elevation (Feet): 211.4' Inspector's Name: TONY TELESCO Inspector's Company: JACOB'S ENGINEERING
Remarks: Arrow-Board: Protective Device - Stand: Box:
Signs: 2 Well Depth: Solid Pipe:Cones: 6 Stick Up Pipe: Screen Pipe:
Penetration Resistance (N) Guide Type of Drill Rig: Mobil B-53Cohesionless Soils (Sands, Gravels) Cohesive Soils (Silts, Clays) Casing Type: HW Size: 4"
Relative Density Penetration Resistance Consistency Penetration Resistance Hammer Weight: 300Very Loose 0 - 4 Very Soft 0 - 2 Fall: 24"
Loose 4 - 10 Soft 2 - 4 Depth: 17'Medium Dense 10 - 30 Medium Stiff 4 - 8 Sampler Type: S/S Size: 1 3/8"
Dense 30 - 50 Stiff 8 - 15 Automatic Hammer Weight:Very Dense Over 50 Very Stiff 15 - 30 Safety Hammer Weight: 140
Hard Over 30 Donut Hammer Weight:N = Sum of Second and Third 6" Blow Counts Fall: 30"
Terms Used for Second Entry of Descriptions: and = 40-50%, some = 10-40%, trace = 10% or less Core Barrel Type: NQ Size: 2"
SampleNumber
Depth Range(Feet) Coring Times Minutes Per Foot
Blow Counts Per 6 Inches Recovery(inches) Field Description Strata
Changes
S1
S2
S3
S4
S5
S6
C1
C2
1'-3'
3'-5'
5'-7'
7'-9'
9'-11'
15'-17'
19'-24'
24'-29'
6 7 4 3
5 7 7 8
6 9 7 4
7 6 6 6
6 7 8 8
7 8 12 32
6 8 8 10 11
10 13 13 16 20
12"
8"
10"
6"
12"
14"
60"
54"
3" Asphalt3" GravelMoist Medium Dense Brown FINE-COARSESAND, Some Fine-Coarse Gravel, TraceInorganic Silt
Wet Medium Dense Gray FINE SAND, SomeCoarse Sand, Some Inorganic SiltTop of Bedrock at 19'Run #1, Cored 19'-24', Recovery 60", 100%Fractured Gray GNEISS
Run #2, Cored 24'-29', Recovery 54", 90%Fractured Gray GNEISS
End of Boring at 29'
0.25.5
15
19
29
NEW ENGLAND BORING CONTRACTORS OF CT., INC. BORING NO. BB-2129 KRIEGER LANE, GLASTONBURY, CT 06033 Sheet 1 of 1
Boring Log(860) 633-4649 -- (860) 657-8046 FAX Scale: 1"=8'
City/Town: HUDSON Bridge Number: H-25-003 Project File Number: 604732 Contract Number: 58899
Location: ROUTE 85 (Washington Street) OVER ASSABET RIVER Date & Time Started: 03/0911 AT 8:00 A.M. Total Hours:
Groundwater Depth (Feet): 7'6" ON 03/09/11 AT 1:15 P.M. Date & Time Completed: 03/09/11 AT 12:30 4.50Coordinates (Feet):N 2967248.7380 E 637195.0915 Driller's Name: MIKE ST.JOHN Helper's Name: ORRIN CONE
Ground Elevation (Feet): 211.0' Inspector's Name: TONY TELESCO Inspector's Company: JACOB'S ENGINEERING
Remarks: Arrow-Board: Protective Device - Stand: Box:
Signs: 2 Well Depth: Solid Pipe:Cones: 4 Stick Up Pipe: Screen Pipe:
Penetration Resistance (N) Guide Type of Drill Rig: Mobil B-53Cohesionless Soils (Sands, Gravels) Cohesive Soils (Silts, Clays) Casing Type: HW Size: 4"
Relative Density Penetration Resistance Consistency Penetration Resistance Hammer Weight: 300Very Loose 0 - 4 Very Soft 0 - 2 Fall: 24"
Loose 4 - 10 Soft 2 - 4 Depth: 19'Medium Dense 10 - 30 Medium Stiff 4 - 8 Sampler Type: S/S Size: 1 3/8"
Dense 30 - 50 Stiff 8 - 15 Automatic Hammer Weight:Very Dense Over 50 Very Stiff 15 - 30 Safety Hammer Weight: 140
Hard Over 30 Donut Hammer Weight:N = Sum of Second and Third 6" Blow Counts Fall: 30"
Terms Used for Second Entry of Descriptions: and = 40-50%, some = 10-40%, trace = 10% or less Core Barrel Type: NQ Size: 2"
SampleNumber
Depth Range(Feet) Coring Times Minutes Per Foot
Blow Counts Per 6 Inches Recovery(inches) Field Description Strata
Changes
03_B
OR
ING
LOG
S.D
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S1
S2
S3
S4
S5
S6C1
C2
1'-3'
3'-5'
5'-7'
7'-9'
9'-11'
15'-16'16'-21'
21'-26'
7 9 8 10
5 7 8 7
5 5 6 5
3 4 6 6
3 5 7 9
25 100 6 8 10 10 11
9 9 10 10 13
12"
14"
8"
3"
12"
10"50"
60"
3" Asphalt3" GravelMoist Medium Dense Brown FINE-COARSESAND, Some Fine-Coarse Gravel, TraceInorganic Silt
Wet Medium Dense Brown INORGANIC SILT,Some Fine-Coarse Sand, Some Fine-CoarseGravel
Wet Very Dense Brown FINE-COARSE SANDand Fine Coarse Gravel, Some Inorganic SiltTop of Bedrock at 16'Run #1, Cored 16'-21', Recovery 50", 83%Fractured GRAY GNEISS
Run #2, Cored 21'-26', Recovery 60", 100%Fractured Gray GNEISSEnd of Boring at 26'
0.25
.5
9
1516
26
NEW ENGLAND BORING CONTRACTORS OF CT., INC. BORING NO. BB-3129 KRIEGER LANE, GLASTONBURY, CT 06033 Sheet 1 of 1
Boring Log(860) 633-4649 -- (860) 657-8046 FAX Scale: 1"=8'
City/Town: HUDSON Bridge Number: H-25-003 Project File Number: 604732 Contract Number: 58899
Location: ROUTE 85 (Washington Street) OVER ASSABET RIVER Date & Time Started: 03/09/11 AT 1:30 P.M. Total Hours:
Groundwater Depth (Feet): 8' ON 03/09/11 AT 2:00 P.M. Date & Time Completed: 03/10/11 AT 10:30 6.0Coordinates (Feet):N 2967359.6577 E 637195.1806 Driller's Name: MIKE ST.JOHN Helper's Name: ORRIN CONE
Ground Elevation (Feet): 211.0' Inspector's Name: TONY TELESCO Inspector's Company: JACOB'S ENGINEERING
Remarks: Arrow-Board: Protective Device - Stand: Box:
Signs: 2 Well Depth: Solid Pipe:Cones: 4 Stick Up Pipe: Screen Pipe:
Penetration Resistance (N) Guide Type of Drill Rig: Mobil B-53Cohesionless Soils (Sands, Gravels) Cohesive Soils (Silts, Clays) Casing Type: HW Size: 4"
Relative Density Penetration Resistance Consistency Penetration Resistance Hammer Weight: 300Very Loose 0 - 4 Very Soft 0 - 2 Fall: 24"
Loose 4 - 10 Soft 2 - 4 Depth: 16'Medium Dense 10 - 30 Medium Stiff 4 - 8 Sampler Type: S/S Size: 1 3/8"
Dense 30 - 50 Stiff 8 - 15 Automatic Hammer Weight:Very Dense Over 50 Very Stiff 15 - 30 Safety Hammer Weight: 140
Hard Over 30 Donut Hammer Weight:N = Sum of Second and Third 6" Blow Counts Fall: 30"
Terms Used for Second Entry of Descriptions: and = 40-50%, some = 10-40%, trace = 10% or less Core Barrel Type: NQ Size: 2"
SampleNumber
Depth Range(Feet) Coring Times Minutes Per Foot
Blow Counts Per 6 Inches Recovery(inches) Field Description Strata
Changes
Attempted 5' BoringsAll Refused at 2'6"
0
NEW ENGLAND BORING CONTRACTORS OF CT., INC. BORING NO. BB-4129 KRIEGER LANE, GLASTONBURY, CT 06033 Sheet 1 of 1
Boring Log(860) 633-4649 -- (860) 657-8046 FAX Scale: 1"=8'
City/Town: HUDSON Bridge Number: H-25-003 Project File Number: 604732 Contract Number: 58899
Location: ROUTE 85 (Washington Street) OVER ASSABET RIVER Date & Time Started: 03/14/11 AT 2:00 P.M. Total Hours:
Groundwater Depth (Feet): 8' ON 03/09/11 AT 2:00 P.M. Date & Time Completed: 03/14/11 AT 3:30 A.M. 1.5Coordinates (Feet):N 2967329.8594 E 637233.3421 Driller's Name: MIKE ST.JOHN Helper's Name: TIMOTHY
CARPENTER
Ground Elevation (Feet): 211.0' Inspector's Name: TONY TELESCO Inspector's Company: JACOB'S ENGINEERING
Remarks: Changed Location-moved boring from N2967329.8594,E637233.3421 to N2967335.9236, E637236.8152 because hitobstructions multiple times, moved and continued as BB-4A
Arrow-Board: Protective Device - Stand: Box:
Signs: 2 Well Depth: Solid Pipe:Cones: 6 Stick Up Pipe: Screen Pipe:
Penetration Resistance (N) Guide Type of Drill Rig: Mobil B-53Cohesionless Soils (Sands, Gravels) Cohesive Soils (Silts, Clays) Casing Type: Size:
Relative Density Penetration Resistance Consistency Penetration Resistance Hammer Weight:Very Loose 0 - 4 Very Soft 0 - 2 Fall:
Loose 4 - 10 Soft 2 - 4 Depth:Medium Dense 10 - 30 Medium Stiff 4 - 8 Sampler Type: Size:
Dense 30 - 50 Stiff 8 - 15 Automatic Hammer Weight:Very Dense Over 50 Very Stiff 15 - 30 Safety Hammer Weight:
Hard Over 30 Donut Hammer Weight:N = Sum of Second and Third 6" Blow Counts Fall:
Terms Used for Second Entry of Descriptions: and = 40-50%, some = 10-40%, trace = 10% or less Core Barrel Type: NQ Size: 2"
SampleNumber
Depth Range(Feet) Coring Times Minutes Per Foot
Blow Counts Per 6 Inches Recovery(inches) Field Description Strata
Changes
S1
S2
S3C1
C2
C3
1'-2'6"
3'-5'
10'-10'6"10'6"-15'6"
15'6"-20'6"
20'6"-25'6"
5 26 100
3 2 24 80
18 100/0"7 9 9 6 7
8 9 11 11 12
9 9 10 13 11
10"
12"
2"38"
40"
60"
5" ConcreteMoist Very Dense Gray FINE-COARSE SANDand Fine- Coarse Gravel, Trace Inorganic Silt,Some Boulders
S2 Changes to DenseS3 Changes to Very Dense
Run #1, Cored 10'5"-15'6", Recovery 38", 76%BOULDERSTop of Bedrock at 15'Run #2, Cored 15'6"-20'6", Recovery 40", 66%Fractured Gray GNEISS
Run #3, Cored 20'6"-25'6", Recovery 60" 100%Fractured Gray GNEISS
End of Boring at 25'6"
0.5
10.5
15
25.5
NEW ENGLAND BORING CONTRACTORS OF CT., INC. BORING NO. BB-4A129 KRIEGER LANE, GLASTONBURY, CT 06033 Sheet 1 of 1
Boring Log(860) 633-4649 -- (860) 657-8046 FAX Scale: 1"=8'
City/Town: HUDSON Bridge Number: H-25-003 Project File Number: 604732 Contract Number: 58899
Location: ROUTE 85 (Washington Street) OVER ASSABET RIVER Date & Time Started: 03/14/11 AT 3:30 P.M. Total Hours:
Groundwater Depth (Feet): 9' ON 03/15/11 AT 12:30 P.M. Date & Time Completed: 03/15/11 AT 1:00 P.M. 6.75Coordinates (Feet):N 2967335.9236 E 637236.8152 Driller's Name: MIKE ST.JOHN Helper's Name: TIMOTHY
CARPENTER
Ground Elevation (Feet): 211.0' Inspector's Name: TONY TELESCO Inspector's Company: JACOB'S ENGINEERING
Remarks: Final Location 7' West of Original Location - Due to Obstructions Arrow-Board: Protective Device - Stand: Box:
Signs: 2 Well Depth: Solid Pipe:Cones: 6 Stick Up Pipe: Screen Pipe:
Penetration Resistance (N) Guide Type of Drill Rig: Mobil B-53Cohesionless Soils (Sands, Gravels) Cohesive Soils (Silts, Clays) Casing Type: HW Size: 4"
Relative Density Penetration Resistance Consistency Penetration Resistance Hammer Weight: 300Very Loose 0 - 4 Very Soft 0 - 2 Fall: 24"
Loose 4 - 10 Soft 2 - 4 Depth: 10.5'Medium Dense 10 - 30 Medium Stiff 4 - 8 Sampler Type: S/S Size: 1 3/8"
Dense 30 - 50 Stiff 8 - 15 Automatic Hammer Weight:Very Dense Over 50 Very Stiff 15 - 30 Safety Hammer Weight: 140
Hard Over 30 Donut Hammer Weight:N = Sum of Second and Third 6" Blow Counts Fall: 30"
Terms Used for Second Entry of Descriptions: and = 40-50%, some = 10-40%, trace = 10% or less Core Barrel Type: NQ Size: 2"
SampleNumber
Depth Range(Feet) Coring Times Minutes Per Foot
Blow Counts Per 6 Inches Recovery(inches) Field Description Strata
Changes
04_B
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ING
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Pr oject File Num ber :
604732 Boring Contract Number: 58899
Inspector's Name (Print):
Signs: 2
P-1A 13' 15'
P-1B 1'6" 13'
P-1C 13' 11'
P-1D 17' 9'
P-1E 17'6" 7'
P-1F 3' 5'
P-1G 17'6" 3' Remarks: Total Feet Dril led: 82.5'
The following information shall be clearly and accurately noted on the sketch below: Sketch of abutment, wingwall, etc., probe numbers, probe
symbols, dimensions from known structures (face of abutments, bridge railing corner, curbing, etc., dimensions between probes, north arrow, etc.
3' M
8' 2 2 2 2 2 2 N
Remarks: M is the point of measurement for the ditance spacing between the probes
Probes measured from face of abutment, and spaced 2 feet apart and done off the roadway.
Refusal
Sketch (Plan View)
Refusal
Refusal
Northing
Refusal
Refusal
Refusal orRequired
Depth
ProbeNumber Depth
DistanceFromFace
Bridge Number: H-25-003 2.003/08/11 at 10:00 AM 03/08/11 at 12:00 PM
Helper: Orrin Cone
Complete the table(s) below with information from each line of probes:
Inspector's Company: Jacob's Engineering
Cones: 6
Route 85 (WashingtonStreet) over Assabet River Date & Time Started
Probe No(s).P-1
Total Hours Worked:
P1A P1B P1C P1D P1E P1F P1G
AS
SA
BE
TR
IVE
R
2' between probes
Center Line of Road
Date & Time Completed
Probe Log
Driller's Name (Print): Mike St.John
Tony Telesco Type of Drill Rig Used: Mobile B-53 Truck Mount
City/Town: Hudson
Location:
(WASHINGTON ST)RT 85
Refusal
Information Log
Easting
Refusal
NEW ENGLAND BORING CONTRACTORS129 Kreiger Lane, Glastonbury, CT 06033PH (860) 633-4649 / FAX (860) 657-8046
Pr oject File Num ber:
604732 Boring Contract Number: 58899
Inspector's Name (Print):
Signs: 2
P-2A 4' 15'
P-2B 4' 13'
P-2C 5'6" 11'
P-2D 6'6" 9'
P-2E 5'6" 7'
P-2F 8' 5'
P-2G 9' 2'
P-2H 6' 4'
P-2I 5'6" 6'
P-2J 5' 8' Remarks:
The following information shall be clearly and accurately noted on the sketch below: Sketch of abutment, wingwall, etc., probe numbers, probe
symbols, dimensions from known structures (face of abutments, bridge railing corner, curbing, etc., dimensions between probes, north arrow, etc.
11' tocurb
M
curb
Remarks: M is the point of measurement for the distance spacing between the probes
Refusal
Information Log
Date & Time Completed
Probe Log
Driller's Name (Print): Mike St.John
Tony Telesco Type of Drill Rig Used: Mobile B-53
City/Town: Hudson
Location:Route 85 (WashingtonStreet) over Assabet River Date & Time Started
Probe No(s).P-2
Total Hours Worked:
Easting
Helper: Timothy Carpenter
Complete the table(s) below with information from each line of probes:
Refusal orRequired
Depth
Inspector's Company: Jacob's Engineering
Cones: 6
Refusal
Bridge Number: H-25-003 4.003/14/11 at 10:00 AM 03/14/11 at 1:15 PM
ProbeNumber Depth
DistanceFromFace
Refusal
Northing
Refusal
Refusal
Refusal
Sketch (Plan View)
Refusal
Refusal
Refusal
Refusal
ROADWAY
AS
SA
BE
TR
IVE
R
catchbasins
P2A P2B P2C P2D P2E P2F P2G P2H P2I P2J
2' between probes
Probes measured off catch basin in both directions and spaced 2 feet apart. 5 feet from measured line between probes F and G
Center Line of Road
(WASHINGTON ST) RT 85
N
NEW ENGLAND BORING CONTRACTORS129 Kreiger Lane, Glastonbury, CT 06033PH (860) 633-4649 / FAX (860) 657-8046
Project File Num ber :
604732 Boring Contract Number: 58899
Inspector's Name (Print):
Signs: 2
P-3A 4'6" 9'
P-3B 5' 7'
P-3C 5'6" 5'
P-3D 13' 11'
Remarks:
The following information shall be clearly and accurately noted on the sketch below: Sketch of abutment, wingwall, etc., probe numbers, probe
symbols, dimensions from known structures (face of abutments, bridge railing corner, curbing, etc., dimensions between probes, north arrow, etc.
P3DN
5' from curb to probe line
11'
Center Line of Road
Remarks: M is the point of measurement for the distance spacing between the probes.
Note: 2 feet spacing between probes A, B, C. Probes measured off catch basin in both directions.
AS
SA
BE
TR
IVE
R
(Washington St) Rt 85
Refusal
Refusal
Refusal
Bridge Number: H-25-003 0.503/14/11 at 1:15 PM 03/14/11 at 2:00 PM
Complete the table(s) below with information from each line of probes:
Refusal orRequired
Depth
Inspector's Company: Jacob's Engineering
Cones: 6
Information Log
ProbeNumber Depth
DistanceFromFace
P-3
Total Hours Worked:Date & Time Completed
Helper: Timothy Carpenter
Probe Log
Driller's Name (Print): Mike St.John
Tony Telesco Type of Drill Rig Used: Mobile B-53
City/Town: Hudson
Location:Route 85 (WashingtonStreet) over Assabet River Date & Time Started
Probe No(s).
Refusal
P3A P3B P3C
Sketch (Plan View)
Catch Basins
M
NEW ENGLAND BORING CONTRACTORS129 Kreiger Lane, Glastonbury, CT 06033PH (860) 633-4649 / FAX (860) 657-8046
5'
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46
CROSS SECTIONSWASHINGTON STREET
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
4
SCALE: 1" = 4'
0 8 12 16
47
CROSS SECTIONSWASHINGTON STREET
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
4
SCALE: 1" = 4'
0 8 12 16
48
CROSS SECTIONSWASHINGTON STREET
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
4
SCALE: 1" = 4'
0 8 12 16
49
CROSS SECTIONSWASHINGTON STREET
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
4
SCALE: 1" = 4'
0 8 12 16
50
CROSS SECTIONSSOUTH STREET
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
FED. AID PROJ. NO. SHEETNO.
TOTALSHEETS
HUDSONWASHINGTON STREET (ROUTE 85)
50
STATE
MASS.
PROJECT FILE NO.
-
604732
4
SCALE: 1" = 4'
0 8 12 16