NOI Plan Set · 2018-03-07 · swl cw sl dylex dwlex dyl byl dwl syl traffic symbols existing proposed description controller phase actuated traffic signal head (size as noted) wire

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DRAWN BY:

CHECKED BY:PROJECT NO. 15078

DMF

DMF

EA

AS NOTED

DATE: 1/31/2018

PREPARED BY:

TOWN OF NORFOLKPREPARED FOR:

1 LIBERTY LANENORFOLK, MA 02056

PROJECT:

DATE OF

SHEET NO.

1 31

DRAWING TITLE:

DESIGN SUBMISSION:

Civil and Structural Engineers (978) 923-0400Westford, Massachusetts GreenIntl.com

GREEN INTERNATIONAL AFFILIATES, INC.

TITLE SHEET

NOTICE OF INTENT SUBMISSIONLENGTH OF PROJECT = 953.16 FEET = 0.18 MILES

LOCATION PLAN

SCALE IN FEET

200 0 200 400

INDEXSHEET NO. DESCRIPTION

1 TITLE SHEET

2 LEGEND AND ABBREVIATIONS

3 GENERAL NOTES

4 TYPICAL SECTIONS

5 - 7 CONSTRUCTION PLANS

8 - 10 PROFILES

11 - 13 DRAINAGE AND UTILITY PLANS

14 - 16 CONSTRUCTION DETAILS

17 - 31 BRIDGE PLANS

THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS ANDBRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015,THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTUREAND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAILDRAWINGS, THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ANDHIGHWAYS WITH MASSACHUSETTS AMENDMENTS, THE 1990 STANDARD DRAWINGS FOR SIGNSAND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING,AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, WILL GOVERN.PROJECT END

STA. 14+28.16N 2860652.4338E 696837.6388

PROJECT BEGINSTA. 4+75.00N: 2860208.4644E: 696009.8813

LAWRENCE STREETIMPROVEMENTS PROJECT

N

LAWRENCE STREET

CRANBERRYMEADOW ROAD

HAMPTON ROAD

PARK STR

EET

BUSH POND

BOARD OF SELECTMENSCOTT BUGBEE, CHAIRMANJIM LEHAN, VICE CHAIRMAN

JEFF PALUMBO, CLERK

TOWN ADMINISTRATORJACK HATHAWAY

DEPARTMENT OF PUBLIC WORKSROBERT J. McGHEE, DIRECTOR

GENERAL SYMBOLSEXISTING PROPOSED DESCRIPTION

JERSEY BARRIER ON BRIDGE OR JERSEY BARRIERCATCH BASINCATCH BASIN CURB INLETFLAG POLEGAS PUMPMAIL BOXPOST SQUAREPOST CIRCULARWELLELECTRIC HANDHOLEFENCE GATE POSTGAS GATEBORING HOLEMONITORING WELLTEST PITHYDRANTLIGHT POLECOUNTY BOUNDGPS POINTCABLE MANHOLEDRAINAGE MANHOLEELECTRIC MANHOLEGAS MANHOLEMISC MANHOLESEWER MANHOLETELEPHONE MANHOLEWATER MANHOLEMASSACHUSETTS HIGHWAY BOUNDMONUMENTSTONE BOUNDTOWN OR CITY BOUNDTRAVERSE OR TRIANGULATION STATIONTROLLEY POLE OR GUY POLETRANSMISSION POLEUTILITY POLE W/ FIREBOXUTILITY POLE WITH DOUBLE LIGHTUTILITY POLE W / 1 LIGHTUTILITY POLEBUSHTREESTUMPSWAMP / MARSHWATER GATEPARKING METERSIGN AND POSTSIGN AND POST (2 POSTS)OVERHEAD CABLE/WIRECURBINGCONTOURSUNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)BALANCE STONE WALLGUARD RAIL - STEEL POSTSGUARD RAIL - WOOD POSTSCHAIN LINK OR METAL FENCEWOOD FENCEHAY BALES/SILT FENCETREE LINE OR LIMIT OF CLEARING AND GRUBBINGSAWCUT LINETOP OR BOTTOM OF SLOPELIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAYBANK OF RIVER OR STREAMBORDER OF WETLAND100 FT WETLAND BUFFER200 FT RIVERFRONT BUFFERSTATE HIGHWAY LAYOUTTOWN OR CITY LAYOUTCOUNTY LAYOUTRAILROAD SIDELINETOWN OR CITY BOUNDARY LINEPROPERTY LINE OR APPROXIMATE PROPERTY LINEEASEMENTCOMPOST FILTER TUBE

ABBREVIATIONS

GENERALAADT ANNUAL AVERAGE DAILY TRAFFICABAN ABANDONADJ ADJUSTAPPROX. APPROXIMATEA.C. ASPHALT CONCRETEACCM PIPE ASPHALT COATED CORRUGATED METAL PIPEBIT. BITUMINOUSBC BOTTOM OF CURBBD. BOUNDBL BASELINEBLDG BUILDINGBM BENCHMARKBO BY OTHERSBOS BOTTOM OF SLOPEBR. BRIDGECB CATCH BASINCBCI CATCH BASIN WITH CURB INLETCC CEMENT CONCRETECCM CEMENT CONCRETE MASONRYCEM CEMENTCI CURB INLETCIP CAST IRON PIPECLF CHAIN LINK FENCECL CENTERLINECMP CORRUGATED METAL PIPECSP CORRUGATED STEEL PIPECO. COUNTYCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCR GR CROWN GRADEDHV DESIGN HOURLY VOLUMEDI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDW STEADY DON'T WALK - PORTLAND ORANGEDWY DRIVEWAYELEV (or EL.) ELEVATIONEMB EMBANKMENTEOP EDGE OF PAVEMENTEXIST (or EX) EXISTINGEXC EXCAVATIONF&C FRAME AND COVERF&G FRAME AND GRATEFDN. FOUNDATIONFLDSTN FIELDSTONEGAR GARAGEGD GROUNDGG GAS GATEGI GUTTER INLETGIP GALVANIZED IRON PIPEGRAN GRANITEGRAV GRAVELGRD GUARDHDW HEADWALLHMA HOT MIX ASPHALTHOR HORIZONTALHYD HYDRANTINV INVERTJCT JUNCTIONL LENGTH OF CURVELB LEACH BASINLP LIGHT POLELT LEFTMAX MAXIMUMMB MAILBOXMH MANHOLEMHB MASSACHUSETTS HIGHWAY BOUNDMIN MINIMUMNIC NOT IN CONTRACTNO. NUMBERPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREP.G.L. PROFILE GRADE LINEPI POINT OF INTERSECTIONPOC POINT ON CURVEPOT POINT ON TANGENTPRC POINT OF REVERSE CURVATUREPROJ PROJECTPROP PROPOSEDPSB PLANTABLE SOIL BORROWPT POINT OF TANGENCYPVC POINT OF VERTICAL CURVATURE

ABBREVIATIONS (cont.)GENERAL

PVI POINT OF VERTICALINTERSECTION

PVT POINT OF VERTICAL TANGENCYPVMT PAVEMENTPWW PAVED WATER WAYR RADIUS OF CURVATURER&D REMOVE AND DISPOSERCP REINFORCED CONCRETE PIPERD ROADRDWY ROADWAYREM REMOVERET RETAINRET WALL RETAINING WALLROW RIGHT OF WAYRR RAILROADR&R REMOVE AND RESETR&S REMOVE AND STACKRT RIGHTSB STONE BOUNDSGC SLOPED GRANITE CURBSHLD SHOULDERSMH SEWER MANHOLEST STREETSTA STATIONSSD STOPPING SIGHT DISTANCESHLO STATE HIGHWAY LAYOUT LINESW SIDEWALK

T TANGENT DISTANCE OFCURVE/TRUCK %

TAN TANGENTTEMP TEMPORARYTC TOP OF CURBTOS TOP OF SLOPETYP TYPICALUP UTILITY POLEVAR VARIESVERT VERTICALVC VERTICAL CURVEWCR WHEEL CHAIR RAMPWG WATER GATEWIP WROUGHT IRON PIPEWM WATER METER/WATER MAINX-SECT CROSS SECTION

TRAFFIC SIGNALCAB. CABINET

CCVE CLOSED CIRCUIT VIDEOEQUIPMENT

DW STEADY DON'T WALKFDW FLASHING DON'T WALKFR FLASHING CIRCULAR REDFRL FLASHING RED LEFT ARROWFRR FLASHING RED RIGHT ARROWFY FLASHING CIRCULAR AMBERFYL FLASHING AMBER LEFT ARROWFYR FLASHING AMBER RIGHT ARROWG STEADY CIRCULAR GREENGL STEADY GREEN LEFT ARROWGR STEADY GREEN RIGHT ARROW

GSL STEADY GREEN SLASH LEFTARROW

GSR STEADY GREEN SLASH RIGHTARROW

GV STEADY GREEN VERTICALARROW

OL OVERLAPPED PEDESTRIANPTZ PAN, TILE, ZOOMR STEADY CIRCULAR REDRL STEADY RED LEFT ARROWRR STEADY RED RIGHT ARROWTR SIG TRAFFIC SIGNALTSC TRAFFIC SIGNAL CONDUITW STEADY WALKY STEADY CIRCULAR AMBERYL STEADY AMBER LEFT ARROW

JBCB

FPGPMB

WELLEHH

GGBHL #MW #TP #

MHB

TPL or GUY

UFBUPDLULTUPL

WGPM

PAVEMENT MARKINGS SYMBOLS

EXISTING PROPOSED DESCRIPTION

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE

CROSSWALK

SOLID WHITE LINE

SOLID YELLOW LINE

BROKEN WHITE LINE

BROKEN YELLOW LINE

DOTTED WHITE LINE

DOTTED YELLOW LINE

DOTTED WHITE LINE EXTENSION

DOTTED YELLOW LINE EXTENSION

DOUBLE WHITE LINE

DOUBLE YELLOW LINEDBYL

DBWL

BWL

SWL

CW

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

TRAFFIC SYMBOLS

EXISTING PROPOSED DESCRIPTION

CONTROLLER PHASE ACTUATED

TRAFFIC SIGNAL HEAD (SIZE AS NOTED)

WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)

VIDEO DETECTION CAMERA

MICROWAVE DETECTORPEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW ASSHOWN) AND SADDLEEMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT

VEHICULAR SIGNAL HEAD

VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED

FLASHING BEACONPEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)

RAILROAD SIGNALSIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)

MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)

HIGH MAST POLE OR TOWER

MAST ARM WITH LUMINAIRE

OPTICAL PRE-EMPTION DETECTORCONTROL CABINET, GROUND MOUNTED

CONTROL CABINET, POLE MOUNTED

FLASHING BEACON CONTROL AND METER PEDESTAL

LOAD CENTER ASSEMBLYPULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

20'

20'

1

M

*

RRSG

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DESIGN SUBMISSION:



LEGEND AND ABBREVIATIONS

NOTICE OF INTENT SUBMISSION


1. THE WORK UNDER THIS PROJECT INCLUDES BUT IS NOT LIMITED TO PAVEMENT RESURFACING, FULL DEPTH ROADWAY RECONSTRUCTION, SIDEWALK CONSTRUCTION, INSTALLATION OF DRAINAGESTRUCTURES AND PIPES, PLACEMENT OF PAVEMENT MARKINGS, GUARDRAIL, PROTECTION OF EXISTING UTILITIES TO REMAIN, GRADING, INSTALLATION OF TRAFFIC SIGNS, AND TRAFFICMAINTENANCE DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONFLICTS BETWEEN THE EXISTING UTILITIES AND PROPOSED WORK. THE ENGINEER RESERVES THE RIGHT TO MODIFY THE DESIGN TOREALIGN PIPING AND STRUCTURE LOCATIONS AND INVERTS TO SUIT ACTUAL FIELD CONDITIONS ENCOUNTERED AT NO ADDITIONAL COST TO THE TOWN.

3. ALL EXISTING STREET NAME, REGULATORY, GUIDE, AND WARNING SIGNS, INCLUDING POSTS, WITHIN THE LIMITS OF WORK ARE TO BE RETAINED UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL RETAIN AND PROTECT ALL CURBS, FENCES, WALLS, TREES, SHRUBS, POSTS, LANDSCAPE FEATURES, AND OTHER MISCELLANEOUS ITEMS WITHIN ABUTTING PROPERTIESUNLESS OTHERWISE NOTED. WHEN RETAINING THOSE ITEMS IS NOT PRACTICAL IN THE OPINION OF THE ENGINEER, THE CONTRACTOR SHALL REMOVE, STOCKPILE, PROTECT AND RESET THEITEMS. THE CONTRACTOR SHALL REPLACE ITEMS DAMAGED DURING REMOVAL, STOCKPILING, OR RESETTING DUE TO NEGLIGENCE, CARELESSNESS, OR MISHANDLING WITH EQUIVALENT NEW ITEMSAT NO COST TO THE TOWN. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING TREES NOT CALLED OUT IN THE PLANS TO BE REMOVED. THE COSTS FOR PROTECTION SHALL BEINCIDENTAL TO THE CONTRACT.

5. CONTRACTOR SHALL NOT PARK OR STORE CONSTRUCTION EQUIPMENT, MATERIALS OR VEHICLES UNDER THE DRIPLINE OF ANY TREE.

6. THE CONTRACTOR SHALL PROVIDE ALL SAFETY CONTROL (SIGNS, REFLECTORIZED DRUMS, ETC) FOR CONSTRUCTION OPERATIONS IN ACCORDANCE WITH THE TRAFFIC MANAGEMENT PLANSINCLUDED HEREIN AND THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PROVIDING SAFETY CONTROLS SHALL BE INCLUDED IN THE COST OF ITEM 851.2, TRAFFIC CONTROLS FORCONSTRUCTION. PAYMENT FOR ADJUSTING, REPOSITIONING AND REMOVING SAFETY CONTROLS SHALL BE INCLUDED IN ITEM 851.2.

7. ALL LANDSCAPED AREAS BETWEEN THE PROPOSED EDGE OF PAVEMENT AND SLOPE LIMITS, INCLUDING BUT NOT LIMITED TO LAWNS, BARK MULCH, PLANTING BEDS, ETC., SHALL BE REPLACED INKIND.

8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO THE START OF WORK.

9. MAILBOXES SHALL BE SET IN ACCORDANCE WITH MASSDOT STANDARD DETAIL E 504.1.0., PARALLEL TO CURB WITH LETTER SLOT FACING TRAFFIC.

10. ALL GRATES, FRAMES AND COVERS OF STRUCTURES TO BE REMOVED OR ABANDONED SHALL BE DELIVERED BY THE CONTRACTOR TO THE TOWN OF NATICK AND STACKED AT A LOCATIONDESIGNATED BY THE TOWN.

11. ALL UTILITIES AND THEIR APPURTENANCES SHALL BE RETAINED AND PROTECTED UNLESS OTHERWISE NOTED.

12. THE TOWN SHALL REMOVE TREES WITHIN THE PROJECT LIMITS AS INDICATED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL THEN REMOVE THE TREE STUMPS THAT REMAIN.

13. THE CONTRACTOR SHALL CLEAR BRUSH AND TREES THROUGH THE LIMITS SHOWN ON THESE PLANS, AS NEEDED AND WHEN APPROVED BY THE ENGINEER TO FACILITATE THE CONSTRUCTION OFTHE PROJECT OR AS OTHERWISE DIRECTED BY THE ENGINEER. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE WORK UNDER THIS CONTRACT AND SHALL NOT BE PAIDSEPARATELY.

1. THE EXISTING CONDITIONS SHOWN ON THIS BASE MAP ARE THE RESULT OF AN ON THE GROUND INSTRUMENT SURVEY PROVIDED BY UNITED CONSULTANTS.

2. THIS DRAWING WAS PREPARED SOLELY FOR AND IS INTENDED FOR THE WORK ASSOCIATED WITH THIS PROJECT. THE USE OR REUSE OF THESE DRAWINGS FOR OTHER PURPOSES OR BY PARTIESNOT DIRECTLY CONTRACTED TO THIS PROJECT IS PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION FROM THE TOWN OF NORFOLK.

3. HORIZONTAL DATUM IN MASSACHUSETTS STATE PLANE (2001) U.S. SURVEY FEET. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. EXISTING DRAINAGE AND EXISTING WATER LINES ARE BASED ON WATER MAIN IMPROVEMENTS AND APPURTENANT WORK PLAN TOWN OF NORFOLK, MA DATED 3/2008.

1. THE CONTRACTOR IS HEREBY MADE AWARE THAT EXISTING UTILITIES, INCLUDING BUT NOT LIMITED TO EXISTING WATER AND DRAIN PIPES; DRAINAGE AND SEWER STRUCTURES; GAS LINES,COMMUNICATION LINES AND UTILITY POLES, MAY NEED TO BE PROTECTED AND/OR SHORED UP DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS UNDER THIS PROJECT. THE COSTOF THE WORK REQUIRED FOR THE PROTECTION, MAINTENANCE AND SUPPORT OF THESE OR OTHER EXISTING ABOVE GROUND OR UNDERGROUND UTILITIES IN THE VICINITY OF THE PROPOSEDWORK SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK UNDER THIS CONTRACT.

2. THIS PLAN WAS PREPARED IN CONFORMANCE WITH AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CI/ASCE 38-02 "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA", QL"C". REFER TO UTILITY QUALITY LEVEL INFORMATION INDEX. ACCURACY OF UTILITY LOCATIONS IS NOT GUARANTEED.

3. BELOW GROUND STRUCTURES, UNLESS DIMENSIONED, ARE SYMBOLIC ONLY.

4. PRIOR TO THE START OF ANY WORK ON THE SITE, THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF ALL UTILITIES, SHOWN OR NOT SHOWN ON THIS PLAN. CONTACT DIG-SAFE AT1-888-344-7233 (1-888-DIG-SAFE) AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. NORFOLK DEPARTMENT OF PUBLIC WORKS ALSO NEEDS TO BE CONTACTED AT 508-528-4990.

GENERAL NOTES

PLAN NOTES

UTILITY NOTES CONTINUED

UTILITY QUALITY LEVEL INFORMATION INDEX (SEE ASCE/CI 38-02):

UTILITY QUALITY LEVEL A:PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLYEXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISEHORIZONTAL AND VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY ISTYPICALLY SET TO 15-MM VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY AS DEFINED OR EXPECTEDBY THE PROJECT OWNER. INFORMATION IS ONLY VALID WITHIN THE VISIBLE LIMITS OF THE TEST HOLE.

UTILITY QUALITY LEVEL B:INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THEEXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLEBY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCESDEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS.

UTILITY QUALITY LEVEL C:INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONALJUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION.

UTILITY QUALITY LEVEL D:INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.

1. ALL REINFORCED CONCRETE (RCP) PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.

2. ALL DUCTILE IRON PIPE (DIP) SHALL BE THICKNESS CLASS 52 OR GREATER.

3. TEST PITS ARE SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL, AT A MINIMUM, PERFORM TEST PITS AT THE DESIGNATEDLOCATIONS TO VERIFY EXISTING UTILITIES. ADDITIONAL TEST PITS SHALL ONLY BE PERFORMED WHEN APPROVED BY THEENGINEER.

4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONFLICTS BETWEEN THE EXISTING UTILITIES AND THE PROPOSEDWORK. AT LEAST 48-HOURS NOTICE MUST BE PROVIDED. THE ENGINEER RESERVES THE RIGHT TO MODIFY THE DESIGN TOREALIGN THE PIPE AND STRUCTURE LOCATIONS AND INVERTS TO SUIT ACTUAL FIELD CONDITIONS ENCOUNTERED.

5. ALL OFFSETS TO THE CATCH BASINS ARE TO THE CENTER BACK OF THE GRATE. THE LOCATION AND ORIENTATION OF THE BELOWGRADE STRUCTURE SHALL BE FIELD COORDINATED BY THE CONTRACTOR TO AVOID CONFLICTS WITH EXISTING UTILITIES.

6. ALL EXISTING AND PROPOSED CATCH BASINS SHALL HAVE INLET PROTECTION DURING ALL CONSTRUCTION ACTIVITIES.

7. ALL EXISTING DRAIN PIPES UNDER THE PROPOSED ROAD OR SIDEWALK SHALL BE RETAINED UNLESS OTHERWISE NOTED. IF THEEXISTING PIPE IS TO BE REMOVED OR ABANDONED AND IT EXTENDS OUTSIDE THE PROPOSED ROADWAY OR SIDEWALK LIMIT ITSHALL BE CUT AND CAPPED AT THE RESPECTIVE LIMIT AT NO ADDITIONAL COST. REMOVAL AND DISPOSAL OF THESE PIPES ISINCIDENTAL TO THE DRAINAGE ITEMS.

UTILITY NOTES

DRAINAGE NOTES

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GENERAL NOTES



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TYPICAL SECTIONS



BEGIN FULL DEPTHPAVEMENT RECONSTRUCTIONSTATION: 5+00.00

PROJECT BEGINMILL AND OVERLAYSTATION: 4+75.00N: 2860208.4644E: 696009.8813

N

23

45

6

7

PC +93.15

PT +54.20

PROP. MILL AND OVERLAY

PROP. SLOPE LIMIT

PROP. FULL DEPTHPAVEMENT RECLAIMATION

PROP. HMA WALK

(REM.)

(RET.)

R&D EXIST. GUARDRAIL

(RET.)

6.00

'

8.00

'

PROP. LOAM &SEED (TYP.)

PROP. LOAM & SEED

N 37° 27' 05" E 493.15'

L=161.05' R=410.00'

=22° 30' 20"

(RET.)

PROP. COMPOST FILTER TUBE

PROP. HMAWATERWAY

PROP. HMA BERM,TYPE A-MODIFIED

(RET.)

(RET.)

(RET.)(R&R-B.O.)

R&D EXIST. PAVEMENT

(R&D)

CO

NTI

NU

ED

ON

SH

EE

T N

O. 6

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CONSTRUCTION PLANS 1



20

SCALE: 1" = 20'

0 50 100

PROPOSED GUARDRAIL NOTES

STA. 5+35 LT (TRAILING ANCHORAGE)STA. 5+44 TO 6+50 LT (GUARDRAIL, TL-2 (SINGLE FACED))STA. 5+35 TO 5+72 RT (GUARDRAIL TANGENT END TREATMENT, TL-2)STA. 5+72 TO 10+66 RT (GUARDRAIL, TL-2 (SINGLE FACED))

N

7 8 9 10 11

12

PC +18.59PT +54.20

PT +84.46

PROP. SLOPE LIMIT

PROP. MODIFIED ROCK FILL

(RET.)

PROP. 6' WALKWAY(SEE SIDEWALK PLAN SHEET 34)

PROP. BRIDGE (N-13-008 (BU5))

(R&D)

(RET.)

(R&R-B.O.)PROP. GUY

(REM.)

(R&R-B.O.)

(R&R-B.O.)

(R&R-B.O.)

8.00

' 8.00

'

(REM.)(REM.)

(RET.)

L=161.05' R=410.00'=22° 30' 20" N 59° 57' 25" E 464.39' L=65.87' R=335.00'

=11° 15' 56"

(R&R-B.O.)

(RET.)(RET.)(RET.)

PROP. COMPOST FILTER TUBE

PROP. HMA BERM,

TYPE A-MODIFIED




PROP. FLOATING SILT FENCE


(REM.)(REM.)

CO

NTI

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ON

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20

SCALE: 1" = 20'

0 50 100


STA. 5+50 TO 10+66 RT (GUARDRAIL, TL-2 (SINGLE FACED))STA. 10+66 TO 11+00 RT (TRANSITION TO BRIDGE RAIL)STA. 11+16 TO 11+49 RT (TRANSITION TO BRIDGE RAIL)STA. 11+49 TO 12+38 RT (GUARDRAIL, TL-2 (SINGLE FACED))STA. 12+38 RT (TRAILING ANCHORAGE)

PROJECT ENDSTATION: 14+28.16N: 2860652.4338E: 696837.6388END FULL DEPTH PAVEMENTRECONSTRUCTION

N

11

12

1314

PC +18.59

PC +69.70PT +84.46

PT +96.5314+40.18

(RET.)

PROP. HMA BERM, TYPE A-MODIFIED

PROP. HMA WALK

(REM.)

(RET.)

R&R. SLOPEDGRAN. EDGING

PROP. HMA BERM,TYPE A-MODIFIED

(R&R-B.O.)PROP. GUY

(R&D)

(R&R-B.O.)PROP. BRIDGE

(R&D)

8.00

'

5.00

'

PROP. LOAM & SEED (TYP.)

PROP. LOAM & SEED(TYP.)

(REM.)(REM.)

(REM.)(REM.)

(REM.)

L=65.87' R=335.00'=11° 15' 56" N 71° 13' 21" E 85.24'L=126.83' R=820.00'

=8° 51' 44"

N 80° 05' 05" E 43.65'

(RET.)

(R&R-B.O.)

(RET.)

(RET.)

PROP. 4' GRASS STRIP

5.00

'

8.00'(RET.)

(REM.)

(RET.)

(RET.)

PROP. COMPOSTFILTER TUBE

(R&R-B.O.)

(RET.)


R&D EXIST.GUARDRAIL PROP. SAWCUT AND

MATCH EXISTING

202

203

204

C +

46.3

2

PT +

81.1

8

STA. 14+40.18 LAWRENCE STREET B =STA. 202+47.55 PARK STREET B

LL

PROP. SAWCUT

(R&D)(RET.)


(RET.)


PROP. FLOATINGSILT FENCE

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0 50 100


STA. 5+50 TO 10+66 RT (GUARDRAIL, TL-2 (SINGLE FACED))STA. 10+66 TO 11+00 RT (TRANSITION TO BRIDGE RAIL)STA. 11+16 TO 11+49 RT (TRANSITION TO BRIDGE RAIL)STA. 11+49 TO 12+38 RT (GUARDRAIL, TL-2 (SINGLE FACED))STA. 12+38 RT (TRAILING ANCHORAGE)

NAVD 88BASE ELEV170.00

180

190

200

210

220

170

180

190

200

210

220

GR

AD

E B

RE

AK

STA

= 4

+75.

00

ELE

V =

183

.12

LOW POINT ELEV = 177.44LOW POINT STA = 6+65.16

PVI STA = 5+85.16PVI ELEV = 177.89

A.D. = 4.20%K = 38.12160' VC

PV

C: 5

+05.

16E

LEV

: 181

.69

PV

T: 6

+65.

16E

LEV

: 177

.44

218.6' HSD

-4.75%

3+00 4+00

181.

93

5+00

179.

82

178.

36

6+00

177.

56

3+00 4+00 5+00 6+00

BEGIN PROJECTSTA. 4+75.00

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ON

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O. 9

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CONSTRUCTION PROFILES 1



0

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VER. SCALE IN FEET

20 40

4 4 8

0

0

20


170

180

190

200

210

160

170

180

190

200

210

-0.55%1.50%


PVI STA = 5+85.16PVI ELEV = 177.89

A.D. = 4.20%K = 38.12160' VC

PV

T: 6

+65.

16E

LEV

: 177

.44

218.6' HSD


PVI STA = 11+35.00PVI ELEV = 179.98

A.D. = 5.85%K = 41.88245' VC

PV

C: 1

0+12

.50

ELE

V: 1

78.1

4 221.7' HSD


PVI STA = 8+85.00PVI ELEV = 176.23

A.D. = 2.05%K = 75.49155' VC

PV

C: 8

+07.

50E

LEV

: 176

.66

PV

T: 9

+62.

50E

LEV

: 177

.39

1167.1' HSD

177.

56

177.

25

7+00

176.

97

176.

708+00

176.

54

176.

71

9+00

177.

21

177.

95

10+00

178.

87

7+00 8+00 9+00 10+00

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0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


170

180

190

200

210

160

170

180

190

200

210

3.45%

7.35%

GR

AD

E B

RE

AK

STA

= 1

4+28

.00

ELE

V =

198

.28

HIGH POINT ELEV = 197.65HIGH POINT STA = 14+10

PVI STA = 13+45.00PVI ELEV = 195.41

A.D. = -3.90%K = 33.33130' VC

PV

C: 1

2+80

ELE

V: 1

90.6

3 PV

T: 1

4+10

ELE

V: 1

97.6

5341.7' SSD


PVI STA = 11+35.00PVI ELEV = 179.98

A.D. = 5.85%K = 41.88245' VC

PV

C: 1

0+12

.50

ELE

V: 1

78.1

4

PV

T: 1

2+57

.50

ELE

V: 1

88.9

8

221.7' HSD

178.

87

180.

37

11+00

182.

46

185.

15

12+00

188.

44

192.

04

13+00

195.

04

197.

29

14+0011+00 12+00 13+00 14+00

EXISTINGBRIDGE

END PROJECTSTA. 14+28.00

PARKSTREET

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0

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HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

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0

20

BEGIN FULL DEPTHPAVEMENT RECONSTRUCTIONSTATION: 5+00.00

PROJECT BEGINMILL AND OVERLAYSTATION: 4+75.00N: 2860208.4644E: 696009.8813

WG

N

23

45

6

7

PC +93.15

PT +54.20(R&D)

PROP. FLARED ENDSECTION WITH STONEFOR PIPE ENDSINV.=175.27'

PROP. HMAWATERWAY

R&R GUY (B.O.)

R&R UTILITYPOLE (B.O.)

PROP. MECHANICALLYRESTRAINED CAP (B.O.)

PROP. 12" GATEVALVE & BOX (B.O.)

PROP. 12" DICL PIPE(B.O.)

PROP. 1/64 BEND (B.O.)


PROP. 1/64 BEND(B.O.)

DRAINAGE STRUCTURE TABLE

NAME/TYPE

PROP. DI 3

PROP. DMH 1-1

PROP. DMH 2-1

PROP. WQS DMH 1-2

PROP. WQS DMH 2-2

STATION

10+58.86

5+47.58

11+56.75

5+53.14

11+63.44

OFFSET

10.8 L

15.1 L

19.6 L

7.5 L

13.7 L

RIM ELEV.

178.89

179.79

182.44

179.56

183.00

INCOMING PIPES

I=175.78' PROP. BYPASS DMH 1-3I=175.62' PROP. WQS DMH 1-2


I=175.77' PROP. BYPASS DMH 1-3


OUTGOING PIPES

I=175.52'

I=177.04'

I=175.67' PROP. DMH 1-1

I=177.19' PROP. DMH 2-1


NAME/TYPE

PROP. BYPASS DMH 1-3


PROP. CB 1-1

PROP. CB 1-2

PROP. CB 2-1

PROP. CB 2-2

PROP. DI 1

PROP. DI 2

STATION

5+42.68

11+57.33

5+36.58

5+36.79

11+37.41

11+37.51

7+99.34

8+47.90

OFFSET

3.8 L

7.6 L

10.9 L

11.0 R

10.9 L

11.0 R

10.9 L

10.9 L

RIM ELEV.

180.02

182.68

180.21

180.10

181.66

181.68

176.48

176.32

INCOMING PIPES

I=175.91' PROP. CB 1-1I=175.91' PROP. CB 1-2

I=177.43' PROP. CB 2-1I=177.43' PROP. CB 2-2

OUTGOING PIPES

I=175.88' PROP. DMH 1-1I=175.81' PROP. WQS DMH 1-2






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DRAINAGE AND UTILITY PLANS 1



20

SCALE: 1" = 20'

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N

7 8 9 10 11

12

PC +18.59PT +54.20

PT +84.46

MA

WAY


(REM. GUY POLE - B.O.)

R&R UTILITY POLE,PROP. GUY POLE (B.O.)


PROP. FLARED END SECTIONWITH STONE FOR PIPE ENDS

INV.=176.81'



PROP. 12" DICL PIPE (B.O.)


PROP. 1/8 BEND (B.O.) (TYP.)

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SCALE: 1" = 20'

0 50 100

PROJECT ENDSTATION: 14+28.16N: 2860652.4338E: 696837.6388END FULL DEPTH PAVEMENTRECONSTRUCTION

N

11

12

1314

PC +18.59

PC +69.70

PT +84.46PT +96.53

14+40.18

202

203

204

PC

+46

.32

PT +

81.1

8

PROP. FLARED END SECTIONWITH STONE FOR PIPE ENDS

INV. =176.81'

REM. GUY POLE(B.O.)




PROP. 12" DICL PIPE (B.O.)

PROP. 12" MECHANICALLYRESTRAINED TRANSITIONINSULATED COUPLING (B.O.)




NAME/TYPE



PROP. CB 1-1

PROP. CB 1-2

PROP. CB 2-1

PROP. CB 2-2

PROP. DI 1

PROP. DI 2

STATION

5+42.68

11+57.33

5+36.58

5+36.79

11+37.41

11+37.51

7+99.34

8+47.90

OFFSET

3.8 L

7.6 L

10.9 L

11.0 R

10.9 L

11.0 R

10.9 L

10.9 L

RIM ELEV.

180.02

182.68

180.21

180.10

181.66

181.68

176.48

176.32

INCOMING PIPES

I=175.91' PROP. CB 1-1I=175.91' PROP. CB 1-2

I=177.43' PROP. CB 2-1I=177.43' PROP. CB 2-2

OUTGOING PIPES








NAME/TYPE

PROP. DI 3

PROP. DMH 1-1

PROP. DMH 2-1

PROP. WQS DMH 1-2

PROP. WQS DMH 2-2

STATION

10+58.86

5+47.58

11+56.75

5+53.14

11+63.44

OFFSET

10.8 L

15.1 L

19.6 L

7.5 L

13.7 L

RIM ELEV.

178.89

179.79

182.44

179.56

183.00

INCOMING PIPES





OUTGOING PIPES

I=175.52'

I=177.04'

I=175.67' PROP. DMH 1-1

I=177.19' PROP. DMH 2-1

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CONSTRUCTION DETAILS 1



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INDEX, KEY PLAN, AND LOCUS MAP



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BRIDGE GENERAL NOTES



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BORING LOGS



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GENERAL PLAN AND ELEVATION



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DEMOLITION PLAN AND SECTION



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ABUTMENT DETERIORATION MAPPING



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CONCRETE REPAIR DETAILS



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ABUTMENT PLAN AND ELEVATION



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SUBSTRUCTURE DETAILS



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Documents

NOI Plan Set · 2018-03-07 · swl cw sl dylex dwlex dyl byl dwl syl traffic symbols existing proposed description controller phase actuated traffic signal head (size as noted) wire