75% submittal - townofhudson.org€¦ · dmh 7 206.00 (cbci 4) 205.27 to outfall inv. 201.0 to...

ASSAB

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IVER

MAIN ST.

MAN

NI N

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T.LINCOLNST.

CENTRAL ST.

WASHING

TON

ST.

COOLIDGE RD.

INTELCORPORATION

GATESPOND

FORT MEADOWRESERVOIR

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MIDDLESEX

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X

FED. AID PROJ. NO. SHEETNO.

TOTALSHEETS

HUDSONWASHINGTON STREET (ROUTE 85)

50

STATE

MA

PROJECT FILE NO.

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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

T.D

WG

21-A

pr-1

512

:14

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


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–

’ –

’ –

’ –

’

’

’

’

SURVEY CONTROL PLAN

3


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40

SCALE: 1" = 40'

0 100 200

4

TYPICAL SECTIONS


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5

CONSTRUCTION PLAN


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20

SCALE: 1" = 20'

0 50 100


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6

PROFILE

20

SCALE: 1" = 20' (HORZ.)

0 50 100

1" = 4' (VERT.)

7

CURB TIE & GRADING PLAN


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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


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8

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)



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'


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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


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62

TEMPORARY TRAFFIC CONTROL PLANGENERAL NOTES AND DETAILS

11


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TEMPORARY TRAFFIC CONTROL PLANNB & SB DETOUR PLAN

12


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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


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0 30 60

SCALE 1" = 30'

90 120


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0 30 60

SCALE 1" = 30'

90 120


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TEMPORARY TRAFFIC CONTROL PLAN

17

SIGN SUMMARY


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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


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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



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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



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01_T

ITLE

SHEE

T.D

WG

21-A

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




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










SampleNumber



Changes

03_B

OR

ING

LOG

S.D

WG

21-A

pr-2

015

10:4

4AM

Plo

tted

onFi

rstS

truct

ural

Subm

ittal

(S1)

DD

-Mon

th-Y

YYY

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





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










SampleNumber



Changes

Attempted 5' BoringsAll Refused at 2'6"

0





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


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:


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:


SampleNumber



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




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


Remarks: Final Location 7' West of Original Location - Due to Obstructions Arrow-Board: Protective Device - Stand: Box:




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"




SampleNumber



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:



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:



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


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


Refusal orRequired

Depth


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


Project File Num ber :



Signs: 2

P-3A 4'6" 9'

P-3B 5' 7'

P-3C 5'6" 5'

P-3D 13' 11'

Remarks:



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


Refusal orRequired

Depth


Cones: 6

Information Log

ProbeNumber Depth

DistanceFromFace

P-3

Total Hours Worked:Date & Time Completed

Helper: Timothy Carpenter

Probe Log


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


5'

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46

CROSS SECTIONSWASHINGTON STREET


TOTALSHEETS


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0 8 12 16

75% submittal - townofhudson.org€¦ · dmh 7 206.00 (cbci 4) 205.27 to outfall inv. 201.0 to...

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