001_606555_Highway DrawingsEXISTINGPROPOSEDABBREVIATIONS185CONTOURSCURBINGDIRECT BURIAL CABLEOVERHEAD CABLESYLSWLSLBROKEN YELLOW CENTER LINE (10' LINE, 30' SPACE TYP.) - 6"SOLID YELLOW LINE BROKEN WHITE LINE (10' LINE, 30' SPACE TYP.) SOLID WHITE LINE CROSSWALKSTOP LINE - 12"EXISTINGPROPOSEDLEGENDLEGEND "ONLY" - WHITEPAVEMENT ARROW - WHITEONLYAADTABANADJAPPROXACACCM PIPEBITBCBDBLBLDGBMBOBOSBRCBCBCICCCCMCEMCICIPCLFCLCMPCSPCOCONCCONTCONSTCR GRDHVDIDIADIPDWDWYELEV (OR EL)EMBEOPEXIST (OR EX)EXCF&CF&GFDNFLDSTNGARGDGGGIGIPGRANGRAVGRDHDWHMAHORHYDINVJCTLLPLTMAXMBMHMHBMPHNICNOPCPCCPGLPIPOCPOTPRCPROJPROPPSBPTPVCPVIPVTPVMTPWWANNUAL AVERAGE DAILY TRAFFICABANDONADJUSTAPPROXIMATEASPHALT CONCRETEASPHALT COATED CORRUGATED METAL PIPEBITUMINOUSBOTTOM OF CURBBOUNDBASELINEBUILDINGBENCH MARKBY OTHERSBOTTOM OF SLOPEBRIDGECATCH BASINCATCH BASIN WITH CURB INLETCONCRETE CURBCEMENT CONCRETE MASONRYCEMENTCURB INLETCAST IRON PIPECHAIN LINK FENCECENTERLINECORRUGATED METAL PIPECORRUGATED STEEL PIPECOUNTYCONCRETECONTINUOUSCONSTRUCTIONCROWN GRADEDESIGN HOURLY VOLUMEDROP INLETDIAMETERDUCTILE IRON PIPESTEADY DON'T WALK - PORTLAND ORANGEDRIVEWAYELEVATIONEMBANKMENTEDGE OF PAVEMENTEXISTINGEXCAVATIONFRAME AND COVERFRAME AND GRATEFOUNDATIONFIELDSTONEGARAGEGROUNDGAS GATEGUTTER INLETGALVANIZED IRON PIPEGRANITEGRAVELGUARDHEADWALLHOT MIX ASPHALTHORIZONTALHYDRANTINVERTJUNCTIONLENGTH OF CURVELIGHT POLELEFTMAXIMUMMAIL BOXMANHOLEMASSACHUSETTS HIGHWAY BOUNDMILES PER HOURNOT IN CONTRACTNUMBERPOINT OF CURVATUREPOINT OF COMPOUND CURVATUREPROFILE GRADE LINEPOINT OF INTERSECTIONPOINT ON CURVEPOINT ON TANGENTPOINT OF REVERSE CURVATUREPROJECTPROPOSEDPLANTABLE SOIL BORROWPOINT OF TANGENCYPOINT OF VERTICAL CURVATUREPOINT OF VERTICAL INTERSECTIONPOINT OF VERTICAL TANGENCYPAVEMENTPAVED WATER WAYRR&DRCPRDRDWYREMRETRET WALLROWRRR&RR&SRTSBSHLDSMHSTSTASSDSHLOSWTTANTEMPTCTOSTYPUPVARVERTVCWCRWGWIPWMX-SECTRADIUS OF CURVATUREREMOVE AND DISPOSEREINFORCED CONCRETE PIPEROADROADWAYREMOVERETAINRETAINING WALLRIGHT-OF-WAYRAILROADREMOVE AND RESETREMOVE AND STACKRIGHTSTONE BOUNDSHOULDERSEWER MANHOLESTREETSTATIONSTOPPING SIGHT DISTANCESTATE HIGHWAY LAYOUT LINESIDEWALKTANGENT DISTANCE OF CURVE/TRUCK PERCENTAGETANGENTTEMPORARYTOP OF CURBTOP OF SLOPETYPICALUTILITY POLEVARIESVERTICALVERTICAL CURVEWHEELCHAIR RAMPWATER GATEWROUGHT IRON PIPEWATER METER/WATER MAINCROSS SECTIONJERSEY BARRIERJBCBCATCH BASINCICURB INLETFLAG POLEDIDROP INLETMAIL BOXGRANITE POSTPLANTERPOSTVAULTVALVEWELLELECTRIC MANHOLE (HANDHOLE)GATE POSTFLOW LINEGAS GATEBORING HOLEMONITORING WELLTEST PITHEADWALLHANDHOLESTONE HEADWALLHYDRANTPOLE WITH DOUBLE LIGHTLIGHT POLECOUNTY BOUNDGPS POINTCABLE MANHOLEELECTRIC MANHOLEGAS MANHOLESTONE BOUNDTRAVERSE MISC MANHOLEOTHER MANHOLESEWER MANHOLETELEPHONE MANHOLEWATER MANHOLEMHD BOUNDMONUMENTTOWN OR CITY BOUNDWATER GATEGUY POLEPMELECTRICAL GROUNDPARKING METERUP W ITH 1 LIGHTUP WITH FIREBOXUTILITY POLE GATE VALVEBUSHTREESWAMP / MARSHFIRE ALARM BOXFARIP RAPGUARD RAILCULVERTRETAINING WALLTREE LINE OR LIMIT OF CLEARING AND GRUBBINGCHECK DAMDRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)SEWER MAIN " "ELECTRIC DUCT " "GAS MAIN " "WATER MAIN " "TELEPHONE DUCT " "EXISTINGPROPOSEDPROPERTY LINE OR APPROXIMATE PROPERTY LINETOWN OR CITY LAYOUTCOUNTY LAYOUTSTATE HIGHWAY LAYOUT EASEMENTTOWN OR CITY BOUNDARY LINEFLDRAINAGE MANHOLEDSTONE HDWPLANTERHDWSTUMPBUSHTREEHYDLPDLLPSVLV UPLUPUPFBVLT GUYWELL BHCO BDMBFPLMHBMONPOSTGRAN POSTSBTSNTEPTOWN OR CITY BD.DIRECTION OF TRAFFIC FLOWEHHCHAIN LINK FENCE XXXXBANK OF RIVER OR STREAMBORDER OF WETLANDTOP OR BOTTOM OF SLOPESAWCUT LINEWOOD GUIDERAIL100 FT WETLAND OR 200 FT RIVERFRONT BUFFERUTILITY SYMBOLS (CONT.)HAY BALES/SILT FENCEGUTTER LINE AT DRIVEWAYSGENERAL (CONT.)PAVEMENT MARKINGS AND SIGNING SYMBOLSGENERALGENERAL SYMBOLS606555[75%]HD (LEGEND).DWG 21-Nov-2019606555[75%]HD (LEGEND).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.GENERAL NOTES1.BASE MAPPING PROVIDED BY SHERMAN AND FRYDRYK, 3 CONVERSE STREET, SUITE 203, PALMER, MA 01069.2.THE LOCATION OF THE EXISTING UTILITIES ARE SHOWN APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONOF ALL EXISTING UTILITIES AND SUBSURFACE STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR MAKINGFIELD INVESTIGATIONS TO IDENTIFY THE LOCATION AND ELEVATION OF ALL SUBSURFACE UTILITIES ANDSTRUCTURES.DIG-SAFE: TELEPHONE 1-888-344-72333.ALL SANITARY STRUCTURES, WATER GATES, AND CURB STOPS ARE TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.4.ALL GAS GATES, TELEPHONE MANHOLES, ELECTRIC MANHOLES AND ELECTRIC HANDHOLES ARE TO BEADJUSTED TO GRADE BY OTHERS.5.MINIMUM CLEAR PATH ON THE SIDEWALKS SHALL BE 3'-0" EXCLUDING THE SURFACE OF THE CURB.6.WHEELCHAIR RAMPS AND DRIVEWAYS SHALL CONFORM TO THE REQUIREMENTS OF THE LASTEST ADA AND MAAAB REGULATIONS.7.TRANSITION GRANITE CURB AT PROJECT LIMITS TO MATCH EXISTING ELEVATIONS (PAVEMENT OR EXISTINGCURB).8.CONTRACTOR SHALL RETAIN ALL CURBS, FENCES, WALLS, TREES, SHRUBS, POSTS, LANDSCAPE FEATURES, ANDOTHER MISCELLANEOUS ITEMS WITHIN ABUTTING PROPERTIES. WHEN RETAINING THOSE ITEMS IS NOTPRACTICAL IN THE OPINION OF THE ENGINEER, CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET THEITEMS. IF THE ITEMS ARE DAMAGED DURING REMOVAL, STOCKPILING, OR RESETTING DUE TO NEGLIGENCE,CARELESSNESS, OR MISHANDLING BY THE CONTRACTOR, CONTRACTOR SHALL REPLACE ITEMS WITHEQUIVALENT NEW ITEMS AT NO COST TO THE OWNER.9.TREES WILL BE RETAINED AND PROTECTED AS INDICATED ON THE PLANS UNLESS OTHERWISE NOTED.10.CONTRACTOR SHALL PROTECT ALL PROPERTY MARKERS OF ABUTTERS.11.EXISTING GRANITE CURB IS TO BE RESET. CURB MAY BE REMOVED FROM ONE LOCATION, STORED ANDTRANSPORTED TO A DIFFERENT AREA OF THE PROJECT FOR RE-USE. EXCESS EXISTING GRANITE CURB SHALLBE USED IN LIEU OF NEW GRANITE CURB WHENEVER POSSIBLE.12.TREATMENT OF SLOPE AREAS SHALL BE REPLACEMENT IN KIND.13.HORIZONTAL DATUM IS NAD83; VERTICAL DATUM IS NAVD88.GTBGAS TEST BOXBCBBITUMINOUS CONCRETE BERMLBLEACHING BASINU/GUNDERGROUNDELECELECTRICCCWCEMENT CONCRETE WALKGCGRANITE CURBBCWBITUMINOUS CONCRETE WALKCITCHANGE IN TYPEMINMINIMUMEXISTINGPROPOSEDUTILITY SYMBOLSWATER MAIN REDUCERWATER MAIN CAPWATER MAIN COUPLINGRRFBRECTANGULAR RAPID FLASHING BEACONDOTTED WHITE EDGE LINE - 6" (3' LINE, 9' GAP)DWLHESHIGH EARLY STRENGTHREBREBUILDLEGEND, ABBREVIATIONS & GENERAL NOTES2HIGHWAY LIGHTING LOAD CENTERSIGNDETECTABLE WARNING PANELYIELDLEGEND "YIELD" - WHITEYIELD LINE - WHITEWIDE DOTED EDGE LINE EXTENSION - WHITEREMODREMODELCWBWLBYLDOTTED YELLOW EDGE LINE - 6" (3' LINE, 9' SPACE)DYLDOTTED WHITE LINE EXTENSION (2' LINE, 9' GAP)DWLExDOTTED YELLOW LINE EXTENSIONDYLExDBWLDOUBLE WHITE LINEDOUBLE YELLOW LINEDBYLSIGN (DOUBLE POST)DOTTED WHITE ENTRY LINE - 12" (2' LINE, 2' GAP)DWEL
NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERL5C5L6C6L7C7L8STARTINGSTATION100+00.00100+38.46100+75.66102+51.19103+68.91107+78.91108+19.83NORTHING2952957.8372952995.5062953032.2782953206.9882953323.5922953727.3262953767.717EASTING347110.171347117.920347123.468347140.394347156.330347227.739347234.316CURVE DATAR=350.00' Δ6°05'26"L=37.21' T=18.62'R=1500.00' Δ4°29'47"L=117.72' T=58.89'R=1500.00' Δ1°33'48"L=40.92' T=20.46'LINE DATAN11°37'28"E38.46'N5°32'02"E175.53'N10°01'49"E410.00'N8°28'01"E530.16'ENDINGSTATION100+38.46100+75.66102+51.19103+68.91107+78.91108+19.83113+50.00NORTHING2952995.5062953032.2782953206.9882953323.5922953727.3262953767.7172954292.102DRIVEWAY CONSTRUCTION BASELINE DATANUMBERL15C13L16C14L17STARTINGSTATION0+00.000+43.561+15.263+76.634+32.24NORTHING2953215.6992953222.3072953187.1432952936.6232952890.321EASTING347141.264347098.204347042.696346968.167346938.670CURVE DATAR=50.00' L=71.69' T=43.58'R=100.00L=55.61' T=28.55'HATFIELD STREET CONSTRUCTION BASELINE DATANUMBERL9C8L10C9L11C10L12C11L13C12L14STARTINGSTATION800+00.00800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82NORTHING2951279.3672951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.822EASTING346601.723346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648CURVE DATAR=450.00' Δ32°20'07"L=253.96' T=130.46'R=1675.00' Δ8°39'52"L=253.30' T=126.89'R=3500.00' Δ4°31'12"L=276.11' T=138.13'R=250.00' Δ21°59'17"L=95.94' T=48.57'R=130.00' Δ56°05'22"L=127.26' T=69.25'LINE DATAN38°11'47"E87.52'N5°51'40"E166.62'N14°31'32"E180.51'N19°02'44"E54.67'N2°56'33"W136.93'N53°08'48"E38.86'ENDINGSTATION800+87.52803+41.48805+08.10807+61.39809+41.90ROUNDABOUT CONSTRUCTION BASELINE DATANUMBERC4STARTINGSTATION700+00.00NORTHING2952892.211EASTING1234567891011700800802804806808810812814816899 900 902
9
0
4
9
0
6
9
0
8
9109
1
2
1001021041061081101120 246
700701 702703
7041000100200SCALE IN FEETNCONSTRUCTION PLANCONSTRUCTION PROFILESIGN & PAVEMENT MARKINGS###PROJECT ENDSTA 800 + 71.43N:2951335.5054E:346645.8935606555[75%]HD (KEY PLAN).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.NORTH KING ST
-
R
T
E
5
/
1
0
NORTH KING ST - RTE 5/10HATFIELD STREET#UTILITIES6PROJECT BEGINSTA 899+73.00N: 2951700.9870E: 347671.6277PROJECT ENDSTA 110+50.00N:2953995.3739E:347268.2059DESIGN SPEED40 MPH30 MPH30 MPH20 MPH20 MPH30 MPH30 MPH40 MPH40 MPH45 MPHDESIGN SPEED20 MPH25 MPH25 MPH35 MPHROUNDABOUTDRIVEWAYDRAINAGE & ELECTRICALGASKEY PLAN3CURB TIE & ALIGNMENT#1791325371810141626313819111427392012152840PBH-1PBH-2PBH-3PBH-4PBH-5WATER30LIGHTING32WATER2922242123#GRADING PLANDESIGN SPEED
5'11'VARIES 11'606555[75%]HD (TYPICAL SECTIONS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
PROPOSED FULL DEPTH RECONSTRUCTION:
PAVEMENT NOTES
SURFACE:
4.5" SUPERPAVE BASE COURSE 37.5" (SBC-37.5)BASE:
4" DENSE GRADED CRUSHED STONE
8" GRAVEL BORROW (TYPE B)
SUBBASE:
PROPOSED CEMENT CONCRETE WALK:
4" CEMENT CONCRETESURFACE:
8" GRAVEL BORROW, TYPE B OVER
SUITABLE EXCAVATED MATERIAL OR ORDINARY BORROW AS REQUIRED
SUBBASE:
STA 910+34 TO STA 912+30
NORTH KING STREET (SOUTH OF ROUNDABOUT)
TYPICAL SECTION PROP FULL DEPTH
RECONSTRUCTION
2%2%
NORTH KING ST
CONSTRUCTION
BL
5' SHOULDER5' SHOULDER 2' SHOULDER2' SHOULDER
TRAVEL LANECCW (5.5'-22')
SPLITTER
ISLAND
TRAVEL LANE
1.5%**
CEMENT CONCRETE
ISLAND
PROP GRAN CURB
TYPE VB 6" REVEAL
(TYP)
STA 905+05 TO STA 905+50
NORTH KING STREET (SOUTH OF ROUNDABOUT)
TYPICAL SECTION
STA 909+00 TO STA 910+34
NORTH KING STREET (SOUTH OF ROUNDABOUT)
TYPICAL SECTION
2%2%
TRAVEL LANE
11'
TRAVEL LANE
11'4.5'±
GRASS
5'
PROP FULL DEPTH
RECONSTRUCTION
4.5'±
GRASS
5'
NORTH KING ST
CONSTRUCTION
BL
NORTH KING ST
CONSTRUCTION
BL
1.5%**
1.5%**
PROP GRAN CURB
TYPE VB 6" REVEAL
TRAVEL LANE TRAVEL LANE
11'
PROP 2" MICROMILL AND 2" OVERLAY
MATCH EXISTING
PGL &
CROWN LINE
VARIES
(4'-9')
GORE
AREA
MEET EXISTING LEVEL
3'
MEET EXISTING
LEVEL
3'
LEVEL
3'
SUITABLE EXCAVATED
MATERIAL OR ORDINARY
BORROW (TYP)
3'
LEVEL
4:1 (TYP)
2:1 (MAX)
3'±
LEVEL
MEET EXISTING
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PROP GRAN CURB
TYPE VB 6" REVEAL
MATCH
EXISTING
PGL &
CROWN LINE
ROUND (TYP)
4:1 (TYP)
2:1 (MAX)
4:1 (TYP)
2:1 (MAX)
4:1 (TYP)
2:1 (MAX)
ROUND (TYP)
SUITABLE EXCAVATED
MATERIAL OR ORDINARY
BORROW (TYP)
ROUND (TYP)
MEET EXISTING
EXISTING
GROUND
(TYP)
EXISTING
GROUND
CCW
CCW
EXISTING LAYOUT (50')
5.5'±
GRASS
EXISTING LAYOUT (VARIES 50-54')
EXISTING LAYOUT (VARIES 55'-69')
SHOULDER VARIES (5'-6')SHOULDER VARIES (5'-6')
5'
PROPOSED LAYOUT (VARIES 50-58')FULL DEPTH PAVEMENT WIDENING < 4':
1.75" SUPERPAVE SURFACE COURSE 12.5 POLYMER (SSC-12.5-P)
2.25" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
SURFACE:
6" HES CEMENT CONCRETEBASE:
8" GRAVEL BORROW (TYPE B)FOUNDATION:
PROPOSED LAYOUT (VARIES 61'-263')
PROPOSED ROUNDABOUT TRUCK APRON:
SEE ROUNDABOUT TRUCK APRON DETAIL ON SHEET 43SURFACE:
SEE ROUNDABOUT TRUCK APRON DETAIL ON SHEET 43BASE:
8" GRAVEL BORROW, TYPE B OVER
SUITABLE EXCAVATED MATERIAL OR ORDINARY BORROW AS REQUIRED
SUBBASE:
PROPOSED GRAVEL DRIVEWAY:
4" GRAVEL FOR SURFACINGSURFACE:
8" GRAVEL BORROW, TYPE BSUBBASE:
PROPOSED HMA DRIVEWAY:
1.5" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5)
2" SUPER INTERMIDIATE COURSE 12.5 (SIC-12.5)
SURFACE:
8" GRAVEL BORROW, TYPE BSUBBASE:
1.75" SUPERPAVE SURFACE COURSE 12.5 POLYMER (SSC-12.5-P)
2.25" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
4:1 (TYP)
2:1 (MAX)
MEET EXISTING
SAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
STA 905+50 TO STA 909+00
NORTH KING STREET (SOUTH OF ROUNDABOUT)
TYPICAL SECTION
4.5'±
GRASS
5'
NORTH KING ST
CONSTRUCTION
BL
1.5%**
TRAVEL LANE TRAVEL LANE
11'
PROP 2" MICROMILL
AND 2" OVERLAY
MATCH EXISTING
MATCH
EXISTING
MEET EXISTING
4:1 (TYP)
2:1 (MAX)
LEVEL
3'
ROUND (TYP)
11'
CCW
EXISTING LAYOUT (50')
7' SHOULDER7' SHOULDER
3'
LEVEL
SHOULDER
5'
SHOULDER 11'
TURN LANE/
VARIES (4'-10')
GORE AREA
MEET EXISTING
4:1 (TYP)
2:1 (MAX)
ROUND (TYP)
4:1 (TYP)
2:1 (MAX)
MEET EXISTING
PROP GRAN CURB
TYPE VB 6" REVEAL
4" LOAM AND SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
PROPOSED LAYOUT (VARIES 50-60')
TYPICAL SECTIONS
4
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
SAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
PROP GRAN CURB
TYPE VB 6" REVEAL
4" LOAM AND SEED (TYP)
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
PROP GRAN CURB
TYPE VB 6" REVEAL
EXISTING
GROUND
(TYP)
EXISTING
GROUND
(TYP)
PROPOSED CEMENT CONCRETE ISLAND:
4" CEMENT CONCRETE AIR ENTRAINED 4,000 PSI, 3 4", 610SURFACE:
8" GRAVEL BORROW, TYPE BSUBBASE:
NOT TO SCALE
** TOLERANCE FOR CONSTRUCTION ± 0.5%
** TOLERANCE FOR CONSTRUCTION ± 0.5%
** TOLERANCE FOR CONSTRUCTION ± 0.5%
** TOLERANCE FOR CONSTRUCTION ± 0.5%
PERMANENT TRENCH REPAIR:
2" SUPERPAVE SURFACE COURSE 12.5 POLYMER (SSC-12.5-P)
3" SUPERPAVE INTERMIDIATE COURSE 19.0 (SIC-19.0)
SURFACE:
12" GRAVEL BORROW, TYPE BSUBBASE:
STA 899+73 TO STA 905+05
NORTH KING STREET (SOUTH OF ROUNDABOUT)
TYPICAL SECTION
4.5'±
GRASS
5'
NORTH KING ST
CONSTRUCTION
BL
1.5%**
TRAVEL LANE TRAVEL LANE
11'
PROP 2" MICROMILL AND 2" OVERLAY
MATCH EXISTINGMATCH EXISTING
MATCH
EXISTING
LEVEL
3'
NOT TO SCALE
PROP GRAN CURB
TYPE VB 6" REVEAL
MATCH
EXISTING
CCW
EXISTING LAYOUT (50')
5'
SAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
MEET EXISTING
4:1 (TYP)
2:1 (MAX)
ROUND (TYP)
SHOULDER
5'
SHOULDER 11'
TURN LANE/
VARIES (4'-10')
GORE AREA
4:1 (TYP)
2:1 (MAX)
MEET EXISTING
PROP GRAN CURB
TYPE VB 6" REVEAL
4" LOAM AND SEED (TYP)
4" LOAM AND
SEED (TYP)
PROPOSED LAYOUT (VARIES 50-60')
HES CEMENT CONCRETESAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
GRAVEL BORROW TYPE B
EXISTING
GROUND
(TYP)
** TOLERANCE FOR CONSTRUCTION ± 0.5%
2%
2%
PROP FULL DEPTH
RECONSTRUCTION
PROP FULL DEPTH
RECONSTRUCTION
TEMPORARY TRENCH REPAIR:
2" HOT MIX ASPHALTSURFACE:
18" GRAVEL BORROW, TYPE BSUBBASE:
PROPOSED 2" MICROMILL AND 2" OVERLAY:
2" SUPERPAVE SURFACE COURSE 12.5 POLYMER (SSC-12.5-P)SURFACE:
PAVEMENT NOTES
ASPHALT EMULSION COAT APPLIED AT 0.07 GAL/SY OVER SMOOTH
SURFACES AND 0.08 GAL/SY MILLED SURFACES
606555[75%]HD (TYPICAL SECTIONS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
STA 701+50 TO STA 702+10
ROUNDABOUT
TYPICAL SECTION
NOT TO SCALE
STA 702+10 TO STA 704+21
ROUNDABOUT
TYPICAL SECTION
STA 700+00 TO STA 701+50
2%
2%
5'±
GRASS
STRIP
5'
CCW
3'
PROP GRAN CURB
TYPE VB 6" REVEAL
(TYP)
18' TRUCK APRON
TRAVEL LANE
20'
PROP FULL DEPTH
RECONSTRUCTION
ROUNDABOUT
CONSTRUCTION
BL
PROP GRAN CURB
WITH BEVELED EDGE
FOR TRUCK APRON
PGL
1.5%**
1'
LEVEL
ROUNDABOUT
CENTER POINT
28'
NOT TO SCALE
MEET EXISTING
1:1 IN R
O
CK
2:1 IN EA
RT
H
VA
R
I
E
S
2:1
(
M
A
X
)
4'VARIES'
2%
2%
PROP GRAN CURB
TYPE VB 6" REVEAL
(TYP)
18' TRUCK APRON 20'
PROP FULL DEPTH
RECONSTRUCTION
ROUNDABOUT
CONSTRUCTION
BL
PROP GRAN CURB
WITH BEVELED EDGE
FOR TRUCK APRON
PGL
1'
ROUNDABOUT
CENTER POINT
28'
4:1 (TYP)
2:1 (MAX)
3'±
LEVEL
4" LOAM AND
SEED (TYP)
6" LOAM AND
SEED (TYP)
MEET EXISTING
EXISTING
GROUND
EXISTING
GROUND
RAISED ROUNDABOUT CIRCLE
RAISED ROUNDABOUT CIRCLE
GRASS AREA LOAM AND
SEED
GRASS AREA
LOAM AND SEED
TRAVEL LANE
PROP FULL DEPTH
TRUCK APRON
CONSTRUCTION
PROP FULL DEPTH
TRUCK APRON
CONSTRUCTION
PROPOSED LAYOUT (VARIES 158'-191')
EXISTING LAYOUT (VARIES 93'-117')
PROPOSED LAYOUT (VARIES 141'-232')
EXISTING LAYOUT (VARIES 80'-147')
TYPICAL SECTIONS
5
** TOLERANCE FOR CONSTRUCTION ± 0.5%
6:1 (
M
A
X
)
4" LOAM AND
SEED
6:
1
(
M
A
X
)
4" LOAM AND
SEED
APPROX LOCATION
OF PROP SUBDRAIN
1.5' MIN
APPROX LOCATION
OF PROP SUBDRAIN
1.5' MIN
STONE CHECK DAMS AT
100' INTERVALS (TYP)
SEE SHEET 44 FOR DETAIL
606555[75%]HD (TYPICAL SECTIONS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
STA 104+27 TO STA 106+84
NORTH KING STREET (NORTH OF ROUNDABOUT)
TYPICAL SECTION
NORTH KING ST
CONSTRUCTION
BL
5'
TRAVEL LANE
PROP FULL DEPTH
RECONSTRUCTION
11'
1.5%**
CCW
2%
TRAVEL LANE
11'
2%
GRASS AREA
6" LOAM AND SEED
NORTH KING ST
CONSTRUCTION
BL
PROP GRAN CURB
TYPE VB 6" REVEAL
(TYP)
5' SHOULDER5' SHOULDER
STA 100+00 TO STA 102+80
NORTH KING STREET (NORTH OF ROUNDABOUT)
TYPICAL SECTION
5'±
GRASS
5'
CCW
1.5%**
PROP 2" MICROMILL
AND 2" OVERLAY
TRAVEL LANE
11'
6' SHOULDER
LT LANE OR
11'VARIES (5'-10')
GORE AREA
TRAVEL LANE
EXISTING
VARIES
2' SHOULDER2' SHOULDER
(6.5'-42')
SPLITTER
ISLAND
VARIES'4'
LEVEL
3'
MEET EXISTING
1
:
1
I
N
RO
C
K
2
:
1
I
N
E
A
R
T
H
6" LOAM AND
SEED (TYP)
VARI
E
S
2:1 (M
A
X)
VARIES'4'
LEVEL
3'
3'±
LEVEL
NOT TO SCALE
NOT TO SCALE
MATCH
3'±
LEVEL
PGL &
CROWN LINE
MATCH EXISTING
4:1 (
T
Y
P
)
2:1 (
M
A
X
)
MEET EXISTING
ROUND (TYP)
MEET EXISTING
1
:
1
I
N
RO
C
K
2
:
1
I
N
E
A
R
T
H
6" LOAM AND
SEED (TYP)
VARI
E
S
2:1 (
M
A
X)
EXISTING
GROUND
EXISTING GROUND
(TYP)
MEET EXISTING
5.5'11'11'
STA 106+84 TO STA 108+20
NORTH KING STREET (NORTH OF ROUNDABOUT)
TYPICAL SECTION
2%2%
NORTH KING ST
CONSTRUCTION
BL
2' SHOULDER2' SHOULDER
TRAVEL LANEEXIST HMA
WALK
SPLITTER ISLAND
VARIES (4'-8')
TRAVEL LANE
CEMENT CONCRETE
ISLAND
LEVEL
3'3'
LEVEL
NOT TO SCALE
PGL &
CROWN LINE
EXISTING
GROUND
MEET EXISTING
PROP HMA CURB-TYPE 2
PROP 2" MICROMILL
AND 2" OVERLAY
EXIST HMA WALK
(RET)
EXISTING
GROUND
PROP GRAN CURB
TYPE VB 6" REVEAL
PROP HMA CURB-TYPE 2
EXISTING GUARDRAIL
(R&R)EXISTING GUARDRAIL
(RET)
5'±
GRASS
5' SHOULDER
EXISTING LAYOUT (VARIES 63'-80')
PROPOSED LAYOUT (VARIES 63'-141')
EXISTING LAYOUT (VARIES 51'-54')
EXISTING LAYOUT 56'
11'VARIES (0-8')11'
STA 108+20 TO STA 110+50
NORTH KING STREET (NORTH OF ROUNDABOUT)
TYPICAL SECTION
2%2%
NORTH KING ST
CONSTRUCTION
BL
5' SHOULDER
TRAVEL LANE GORE AREA TRAVEL LANELEVEL
3'3'
LEVEL
NOT TO SCALE
PGL & CROWN LINE EXISTING
GROUND
MEET EXISTINGPROP 2" MICROMILL AND 2" OVERLAY
EXISTING
GROUND
EXISTING
GUARDRAIL
(RET)EXISTING GUARDRAIL
(RET)
EXISTING LAYOUT (VARIES 51'-54')
5'
5'5'
SHOULDER
SAWCUT EXIST
PAVEMENT
SAWCUT EXIST
PAVEMENTMEET EXISTING
PROP HMA CURB-TYPE 2
MEET EXISTING
PROP HMA CURB-TYPE 2
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
4" LOAM AND
SEED (TYP)
VARIES (0'-14')
GRASS
5'
CCW
1.5%**
TYPICAL SECTIONS
6
SAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
PROP GRAN CURB
TYPE VB 6" REVEAL
4" LOAM AND SEED (TYP)
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
PROP GRAN CURB
TYPE VB 6" REVEAL
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
2%
** TOLERANCE FOR CONSTRUCTION ± 0.5%
** TOLERANCE FOR CONSTRUCTION ± 0.5%
5'
TRAVEL LANE
11'
1.5%**
CCW
2%
TRAVEL LANE
11'
2%
GRASS AREA
6" LOAM AND SEED
NORTH KING ST
CONSTRUCTION
BL
PROP GRAN CURB
TYPE VB 6" REVEAL
(TYP)
5' SHOULDER5' SHOULDER
STA 102+80 TO STA 104+27
NORTH KING STREET (NORTH OF ROUNDABOUT)
TYPICAL SECTION
VARIES
2' SHOULDER2' SHOULDER
(2'-6.5')
SPLITTER
ISLANDMEET EXISTING
1
:
1
I
N
RO
C
K
2
:
1
I
N
E
A
R
T
H
6" LOAM AND
SEED (TYP)
VARI
E
S
2:1 (
M
A
X)
VARIES'4'
LEVEL
3'
NOT TO SCALE
PGL &
CROWN LINE
5'±
GRASS
EXISTING LAYOUT (56')
PROPOSED LAYOUT (65')
** TOLERANCE FOR CONSTRUCTION ± 0.5%
5'
CCW
EXISTING
GROUND
4:1 (TYP)
2:1 (MAX)
MEET EXISTING
4" LOAM AND
SEED (TYP)
1.5%**
LEVEL
3'
EXISTING GROUND
(TYP)
PROP GRAN CURB
TYPE VB 6" REVEAL
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
PROP 2" MICROMILL
AND 2" OVERLAY
SAWCUT EXIST PAVEMENT 6"
FROM PROP CURB LINE
PROPOSED LAYOUT 66'
PROP FULL DEPTH
RECONSTRUCTION
PROP FULL DEPTH
RECONSTRUCTION
HES CEMENT CONCRETE
GRAVEL BORROW TYPE B
APPROX LOCATION
OF PROP SUBDRAIN
1.5' MIN
APPROX LOCATION
OF PROP SUBDRAIN
1.5' MIN
APPROX LOCATION
OF PROP SUBDRAIN
1.5' MIN
STONE CHECK DAMS AT 100'
INTERVALS (TYP)
SEE SHEET 44 FOR DETAIL
606555[75%]HD (TYPICAL SECTIONS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.TRAVEL LANE2' SHLDSUITABLE EXCAVATED MATERIAL ORORDINARY BORROW (TYP)PROP FULL DEPTHCONSTRUCTIONVARIES (19'-23')1.5%**CCW2%CEMENT CONCRETEISLANDVARIES(6'-18')SPLITTERISLANDTRAVEL LANE2' SHLDVARIES (18'-21')2%PROP GRAN CURBTYPE VB 6" REVEAL(TYP)LSTA 816+43 TO STA 816+72HATFIELD STREET (WEST OF ROUNDABOUT)TYPICAL SECTIONHATFIELD STCONSTRUCTIONB2' SHLD2' SHLD5'MEET EXISTING1:1 IN ROCK2:1 IN EARTH6" LOAM ANDSEED (TYP)VARIES2:1 (MAX)4'5'CCWSTA 800+71 TO STA 812+43 HATFIELD STREET (WEST OF ROUNDABOUT)TYPICAL SECTIONSTA 812+43 TO STA 816+22 HATFIELD STREET (WEST OF ROUNDABOUT)TYPICAL SECTION2%2%5'±GRASS5'CCW1.5%**1.5%**LHATFIELD STCONSTRUCTIONBEXISTING GROUNDMATCH EXISTINGMATCH EXISTINGPGL &CROWN LINEMATCHEXISTING5'±GRASS5'±GRASS4:1 (TYP)2:1 (MAX)3'LEVELLEVEL3'PROP GRAN CURBTYPE VB 6" REVEAL4:1 (TYP)2:1 (MAX)3'LEVELNOT TO SCALENOT TO SCALENOT TO SCALEMEET EXISTING1:1 IN ROCK2:1 IN EARTH6" LOAM ANDSEED (TYP)VARIES2:1 (MAX)4'LEVEL3'±PGL &CROWN LINEVARIES'PROP FULL DEPTHRECONSTRUCTION1.5' MINVARIES'APPROX LOCATIONOF PROP SUBDRAINEXISTING GROUNDEXISTING GROUNDSUITABLE EXCAVATEDMATERIAL OR ORDINARYBORROW (TYP)ROUND (TYP)ROUND (TYP)MEET EXISTINGMEET EXISTING5'±GRASS5'CCW1.5%**4:1 (TYP)2:1 (MAX)4:1 (TYP)2:1 (MAX)3'LEVELROUND (TYP)MEET EXISTINGTRAVEL LANE2' SHLDSUITABLE EXCAVATEDMATERIAL OR ORDINARYBORROW (TYP)PROP FULL DEPTHCONSTRUCTIONVARIES (19'-23')1.5%**CCW2%CEMENT CONCRETEISLANDVARIES(4'-5')SPLITTERISLANDTRAVEL LANE2' SHLDVARIES (18'-21')2%PROP GRAN CURBTYPE VB 6" REVEAL(TYP)LSTA 816+22 TO STA 816+43HATFIELD STREET (WEST OF ROUNDABOUT)TYPICAL SECTIONHATFIELD STCONSTRUCTIONB2' SHLD2' SHLD5'MEET EXISTING1:1 IN ROCK2:1 IN EARTH6" LOAM ANDSEED (TYP)VARIES2:1 (MAX)4'5'±GRASS4:1 (TYP)2:1 (MAX)3'LEVELLEVEL3'±NOT TO SCALEPGL &CROWN LINEAPPROX LOCATIONOF PROP SUBDRAINVARIES'MEET EXISTINGEXISTINGGROUNDEXISTING LAYOUT (VARIES 58'-74')PROPOSED LAYOUT (VARIES 66'-123')PROPOSED LAYOUT (VARIES 123'-135')PROPOSED LAYOUT (VARIES 135'-174')EXISTING LAYOUT (66')EXISTING LAYOUT (66')EXISTING LAYOUT (66')LHATFIELD STCONSTRUCTIONB10'-18'10-16'2'-7' SHOULDERTRAVEL LANETRAVEL LANE2'-5'SHOULDER4" LOAM ANDSEED (TYP)4" LOAM ANDSEED (TYP)4" LOAM ANDSEED (TYP)4" LOAM ANDSEED (TYP)TYPICAL SECTIONS71.5' MIN1.5' MINAPPROX LOCATIONOF PROP SUBDRAINSAWCUT EXIST PAVEMENT 6"FROM PROP CURB LINEPROP GRAN CURBTYPE VB 6" REVEALHES CEMENT CONCRETEGRAVEL BORROW TYPE B** TOLERANCE FOR CONSTRUCTION ± 0.5%** TOLERANCE FOR CONSTRUCTION ± 0.5%** TOLERANCE FOR CONSTRUCTION ± 0.5%** TOLERANCE FOR CONSTRUCTION ± 0.5%PROP 2" MICROMILL AND 2" OVERLAYTRAVEL LANETRAVEL LANE(VARIES 10'-12')(VARIES 10'-12')STONE CHECK DAMS AT 100'INTERVALS (TYP)SEE SHEET 44 FOR DETAIL
606555[75%]HD (TYPICAL SECTIONS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.NOT TO SCALESTA 2+50 TO STA 4+75DRIVEWAYTYPICAL SECTIONDRIVEWAYCONSTRUCTIONBL2%TRAVEL WAY(12')PROP GRAVELDRIVEWAYPGL2%3'LEVEL3'LEVEL3'4:1 (TYP)2:1 (MAX)3:11
:
1
I
N
RO
C
K
2
:
1
I
N
E
A
R
T
HLEVEL 3'MEET EXISTINGMEET EXISTING6" LOAM ANDSEED (TYP)4" LOAM ANDSEED (TYP)NOT TO SCALESTA 0+22 TO STA 2+50DRIVEWAYTYPICAL SECTIONDRIVEWAYCONSTRUCTIONBL2%TRAVEL WAY(12')PROP HMADRIVEWAYPGL2%3'LEVEL3'LEVEL3'3:11
:
1
I
N
RO
C
K
2
:
1
I
N
E
A
R
T
HLEVEL 3'MEET EXISTINGMEET EXISTING6" LOAM ANDSEED (TYP)4" LOAM ANDSEED (TYP)1:1 IN ROCK2:1 IN EARTH2:1LEVEL0.5'TYPICAL SECTIONS8STONE CHECK DAMS AT 100'INTERVALS (TYP)SEE SHEET 44 FOR DETAIL
900901902903904905906907908909910DDD4004080SCALE IN FEETHIGHWAY GUARD DETAILSNONEFOR PROFILE: SEE SHEET NO. 13SEDIMENTATION CONTROL BARRIER909+00 RT TO 910+80 RT911+18 RT TO 912+30 RT909+50 LT TO 910+13 LT910+50 LT TO 912+30 LTWATER SUPPLY ALTERATIONSDRAINAGE DETAILSCONTINUED ON
SHEET NO. 10 NPROP GRANCURB TYPE VB (TYP)NORTH KING ST - RTE 5/10MATCH LIN
E
MATCH LIN
E PROP LIMIT OFGRADING (TYP)606555[75%]HD (CONSTRUCTION).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.PROP GRAN CURB TYPE VBSTA 900 + 50BEGIN PROP GRAN CURB TYPE VBPROP 5'GRASS STRIPLOAM & SEEDSEE UTILITY PLANSSEE UTILITY PLANSPROP GRANCURB TYPE VBAT BACK OF CCWPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYPROP HMA DWY APRONSAWCUT AND MATCHEXIST DWYPROP HMA DWY APRONSAWCUT AND MATCHEXIST DWYRETRETPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYADJLIMIT OF WORKMATCH EXIST PVMTBEGIN 2" MICROMILLAND 2" OVERLAYSTA 899+73.00N: 2951700.9870E: 347671.6277END 2" MICROMILLAND 2" OVERLAYBEGIN FULL DEPTHRECONSTRUCTIONSTA 909 + 00 RTSAWCUT AND MATCHEXIST DWYPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYRETBOSBOS42'PROP 5' CCW (TYP)STA 899+73PROP 5' CCW MATCH EXIST SWLIMIT OF TEMPORARYCONSTRUCTION EASEMENT (TYP)PROP 5' GRASS STRIPLOAM & SEEDPROP GRANCURB TYPE VB (TYP)CONSTRUCTION PLAN9#WHEELCHAIR RAMPLEGEND12SEDIMENTATION CONTROLBARRIER (TYP)DRIVEWAY TRANSITION RAMP#12345 PROP SHLO. PROP SHLO.END 2" MICROMILLAND 2" OVERLAYBEGIN 2" MICROMILLAND 2" OVERLAY STA905+ 05.00,RTBEGIN FULL DEPTHRECONSTRUCTIONSTA 905+ 05.00 LT
701 702703
704812813814815816908 909 9109119
1
2
9
1
2
+
3
0
1011021031041051234700DDD DDDDDDMATCH LINE
MATCH LINE
606555[75%]HD (CONSTRUCTION).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.4004080SCALE IN FEETHIGHWAY GUARD DETAILSNONECONTINUED ONSHEET NO. 12
FOR ROUNDABOUT PROFILE: SEE SHEET NO. 14FOR DRIVEWAY PROFILE: SEE SHEET NO. 16SEDIMENTATION CONTROL BARRIERSTA 100+00 RT TO STA 102+50 RTSTA 102+75 RT TO STA 103+00 RTSTA 811+32 RT TO STA 816+72 RTSTA 911+18 RT TO STA 912+30 RTSTA 0+70 LT TO STA 4+58 LTSTA 910+50 LT TO STA 912+30 LTWATER SUPPLY ALTERATIONSSEE UTILITY PLANSDRAINAGE DETAILSCONTINUED ONSHEET NO. 9NPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYPROP TRUCK APRONPROP 56' DIA GRASS ISLANDLOAM & SEEDPROP GRAN CURB WITHBEVELED EDGER&D EXIST PVMTAND BERMLOAM & SEEDSTA 812 + 43LIMIT OF PROP GRANCURB TYPE VBPROP 5' CCWSTA 4 + 58LIMIT OF NEW DWYCONSTRUCTIONMATCH EXIST DWYHATFIELD STREETNORTH KING ST- RTE 5/10NORTH KING ST- RTE 5/10MATCH LINEMATCH LINE
MATCH LINEMATCH LINER&D EXIST PVMTAND BERMLOAM & SEEDPROP LIMIT OFGRADING (TYP) LIMIT OF CLEARING &GRUBBING / GRADING (TYP)18'56'PROP 5' GRASS STRIPLOAM & SEEDPROP 5' GRASS STRIPLOAM & SEEDPROP GRAN CURBTYPE VB (TYP)REMR&D EXIST PVMTR&D STONE WALLR&D EXISTBERM (TYP)R&D WOODRAIL FENCE18'SEE UTILITY PLANSPROP LIMIT OFGRADING (TYP)R&SRETRETADJPROP HMA DWY APRONSAWCUT AND MATCHEXIST DWYEXIST TREE LINE (TYP)24'18'18'20
'
2
4
'
12'END 2" MICROMILL AND2" OVERLAY BEGIN FULL DEPTHRECONSTRUCTIONSTA 812 + 43.00END FULL DEPTHRECONSTRUCTIONBEGIN 2" MICROMILLAND 2" OVERLAYSTA 102 + 95.00, LTPROP BOTTOM OFDRAINAGE SWALERETRETRETR
E
T
R
E
T
R
E
T
RE
T
RETRETRETPROP 5' CCWPROP 5' CCWBOSTOSBOSTOSBOSPROP GRASSAREA LOAM &SEEDCEMENTCONCRETESPLITTERISLANDPROP CEMENT CONCRETESPLITTER ISLAND18'18'PROP SHLOLIMIT OF TEMPORARYCONSTRUCTION EASEMENT(TYP)TOSPROP 5' CCW PROP 5' CCWPROP 5' CCWPROP SHLOCONTINUED ON
SHEET NO. 11R&D EXIST PVMTAND BERMLOAM & SEEDR&D EXIST BERMTOSSTA:703+44.08 PR ROUNDABOUT OUTER EDGE B =STA: 912+30.27 PR KING SOUTH BSTA: 700+91.64 PR ROUNDABOUT OUTER EDGE B =STA: 100+00.00 PR KING NORTH BSTA: 0+00.00PR DRIVEWAY B =STA: 700+04.66 ROUNDABOUT OUTER EDGE BSTA: 702+54.71 PR ROUNDABOUT OUTER EDGE B =STA: 816+71.68 PR HATFIELD BLLLLLLLLBEGINDRAINAGESWALESTA 2+50 LTGAS SUPPLY ALTERATIONSSEE UTILITY PLANSR&RRET44' PROP CITY L.O.LIMIT OF PERMANENTUTILITY EASEMENT (TYP)CONSTRUCTION PLAN1034879689710#WHEELCHAIR RAMPLEGENDDRIVEWAY TRANSITION RAMP#56TREE PROTECTIVEFENCETREE PROTECTIVE FENCETREE PROTECTION FENCESTA 3+62 LT TO STA 0+51 LTSTA 102+48 LT TO STA 3+62 LTSTA 100+23 RT TO STA 101+39 RTSTA 912+30 RT TO STA 910+86 RTN: 2952454.0019E: 346956.5628PROP TREE TRIMMING (TYP)BEGIN DRAINAGE SWALESTA 4+58 RTCHECK DAM (TYP)
103104105106107108109110111112113113+50NUMBERL5C5L6C6L7C7L8STARTINGSTATION100+00.00100+38.46100+75.6691011DMATCH LINEMATCH LINE
4004080SCALE IN FEETHIGHWAY GUARD DETAILSR&S STA 104+571 RT TO STA 110+50 RTPROP TANGENT END TREATMENTSTA 104+82 RTPROP NEW TL-2 GAURDRAILSTA 104+82 RT TO STA 110+16 RTPROP TRANSITION TO EXISTINGSTA 110+16 RT TO STA 110+50 RTFOR PROFILE: SEE SHEET NO. 14SEDIMENTATION CONTROL BARRIERNONEWATER SUPPLY ALTERATIONSSEE UTILITY PLANSDRAINAGE DETAILSNNORTH KING ST- RTE 5/10STA 105+97LIMIT OF PROP GRANCURB TYPE VBPROP LIMIT OFGRADING (TYP)606555[75%]HD (CONSTRUCTION).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.R&D EXIST BERM (TYP)SEE UTILITY PLANSRET PROP 5'GRASS STRIPLOAM & SEED46'N: 2953995.3739E: 347268.2059LIMIT OF WORKMATCH EXIST PVMTEND 2" MICROMILL AND2" OVERLAYSTA 110 + 50.00RETRETRETLIMIT OFTEMPORARYCONSTRUCTIONEASEMENT (TYP)CONTINUED ONSHEET NO. 10PROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYPROP 5' CCW18'18'18'18'STA 105+97LIMIT OF PROP GRANCURB TYPE VBBEGIN PROP HMACURB-TYPE 2PROP GRAN CURBTYPE VB 6" REVEALPROP CEM CONC PAVEMENTSPLITTER ISLAND8'5'BOSPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYR&S GUARD RAILTOSSTA 106+37BEGIN PROP HMACURB-TYPE 2RET GUARD RAILCONSTRUCTION PLAN111112#WHEELCHAIR RAMPLEGENDDRIVEWAY TRANSITION RAMP#END FULL DEPTHRECONSTRUCTIONBEGIN 2" MICROMILLAND 2" OVERLAYSTA 106+ 84.00PROP HIGHWAY GUARDRAIL
801802803804805806807808809810811812DDD4004080SCALE IN FEETHIGHWAY GUARD DETAILSNONEFOR PROFILE: SEE SHEET NO. 15SEDIMENTATION CONTROL BARRIER800+72 RT TO 807+22 RT807+56 RT TO 809+54 RT809+73 RT TO 811+14 RT811+32 RT TO 816+32 RTWATER SUPPLY ALTERATIONSDRAINAGE DETAILSCONTINUED ON
SHEET NO. 10 NPROP HMA DWY APRONSAWCUT AND MATCHEXIST DWYMATCH EXISTGRAN CURBPROP GRAN CURBTYPE VB (TYP)HATFIELD STREETCOOKE AVENUE
MATCH LINE
MATCH LINE LIMIT OF GRADING(TYP)606555[75%]HD (CONSTRUCTION).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.REMSEE UTILITY PLANSSEE UTILITY PLANSRETRETRETRETRETREMPROP HMA DWY APRONSAWCUT AND MATCH EXIST DWYPROP HMA DWY APRONSAWCUT AND MATCHEXIST DWY24'24'LIMIT OF WORKBEGIN 2" MICROMILLAND 2" OVERLAYSTA 800 + 71.00N:2951335.5054E:346645.8935RETRETRETRETSTA 800+65LIMIT OF PROP 5' CCWMATCH EXIST SWREMRETRETRETBOSBOSLIMIT OF TEMPORARYCONSTRUCTION EASEMENT(TYP)HATFIELD AVENUEPROP 5' CCWR&RREM EXISTING WCRPROP WCR AT STA 800+99R&R CLFSTA 808+00 TOSTA 810+25R&R GBCONSTRUCTION PLAN12131416#WHEELCHAIR RAMPLEGENDDRIVEWAY TRANSITION RAMP#10111215FULL DEPTHRECONSTRUCTIONAT RAISEDCROSSWALKFULL DEPTHRECONSTRUCTIONAT RAISEDCROSSWALKPROP 5' GRASSSTRIP LOAM & SEEDSAWCUT ANDREMOVE HMA BERMAT SIDEWALK RAMPSAWCUT ANDREMOVE HMA BERMAT SIDEWALK RAMP
140
150
160
170
1.28%
3.75%
2.00%
PVI STA = 910+50
PVI ELEV = 154.25
A.D. = 2.47%
K = 67.93
168' VC
PVC: 909+66ELEV: 153.18PVT: 911+34ELEV: 157.40PVI STA = 912+00
PVI ELEV = 159.87
A.D. = -1.75%
K = 28.57
50' VC
SSD = 404.8'PVC: 911+75ELEV: 158.94PVT: 912+25ELEV: 160.37908+00 152.33909+00 152.97153.69910+00 154.77156.21911+00 158.00159.76912+00 913+00 914+00
NAVD 88
BASE ELEV
140.00
150
160
170
898+00 899+00 900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+00
140
150
160
170
140
150
160
170
40 0 40
VERTICAL
80 CONTINUEDBELOWCONTINUEDABOVEHORIZONTAL
SCALE IN FEET
8 0 8 16
40 0 40
VERTICAL
80
HORIZONTAL
SCALE IN FEET
8 0 8 16
FOR CONSTRUCTION PLANS:
SEE SHEET NOS. 9 & 10
STA 912+30.27 PR KING SOUTH B = STA
703+44.08 ROUNDABOUT OUTER EDGE B
Temp. Benchmark C-2
Mag. Nail In
U.P. #74 / 96
Elevation = 155.50'
Sta. 910+45.50, 29.66' LT
L
L 606555[75%]HD (PROFILES).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
NORTH KING STREET (SOUTH OF ROUNDABOUT)
NORTH KING STREET (SOUTH OF ROUNDABOUT)
PROP 2" MILL AND 2" OVERLAY
MATCH EXISTING GRADE
EXISTING GRADE
PROP GRADE
CONSTRUCTION PROFILES
13
NAVD 88
BASE ELEV
150.00
160
170
180
150
160
170
180
0.00%
3.00%-3.00%
PVI STA = 700+50
PVI ELEV = 159.59
A.D. = 3.00%
K = 33.33
100' VC
PVC: 700+00ELEV: 159.59PVT: 701+00ELEV: 161.09PVI STA = 703+71
PVI ELEV = 159.59
A.D. = 3.00%
K = 33.33
100' VC
PVC: 703+21ELEV: 161.09PVT: 704+21ELEV: 159.59HIGH POINT ELEV = 163.66
HIGH POINT STA = 702+10.49
PVI STA = 702+10
PVI ELEV = 164.41
A.D. = -6.00%
K = 16.67
100' VC
PVC: 701+60ELEV: 162.91PVT: 702+60ELEV: 162.91699+00 159.59700+00 159.97161.09701+00 162.59163.62702+00 163.19161.72703+00 160.35159.66704+00 705+00 706+00
NAVD 88
BASE ELEV
155.00
NORTH KING STREET (NORTH)
160
170
180
-2.00%
1.79%
PVI STA = 100+62
PVI ELEV = 161.70
A.D. = 2.89%
K = 41.48
120' VC
PVC: 100+02ELEV: 160.81PVI STA = 102+02
PVI ELEV = 167.82
A.D. = -2.58%
K = 61.90
160' VC
SSD = 337.1'PVRC: 101+22ELEV: 164.32PVT: 102+82ELEV: 169.2599+00 160.85100+00 161.79163.41101+00 165.47167.23102+00 168.59169.57103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00
155
160
170
180
40 0 40
VERTICAL
80
HORIZONTAL
SCALE IN FEET
8 0 8 16
40 0 40
VERTICAL
80
HORIZONTAL
SCALE IN FEET
8 0 8 16
FOR CONSTRUCTION PLAN:
SEE SHEET NO. 10
Temp. Benchmark C-1
Mag. Nail In
U.P. #101 / 79
Elevation = 169.72'
Sta. 102+98.95, 26.40' RT
STA 100+00 PR KING NORTH B = STA
700+91.64 ROUNDABOUT OUTER EDGE B
L
L
STA 700+00.00 BEGIN ROUNDABOUT OUTER EDGE B =
STA 704+20.97 END ROUNDABOUT OUTER EDGE B
L
L 606555[75%]HD (PROFILES).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
NORTH KING STREET (NORTH OF ROUNDABOUT)
NORTH KING STREET ROUNDABOUT
PROP GRADE
EXISTING GRADE
PROP GRADE
L
LLL
L L
STA 700+91.64 ROUNDABOUT OUTER
EDGE B = STA 100+00.00 PR KING NORTH B STA 702+54.71 ROUNDABOUT OUTER EDGE B
= STA 816+71.68 PR HATFIELD B
STA 703+44.08 ROUNDABOUT OUTER
EDGE B = STA 912+30.27 PR KING SOUTH B
FOR CONSTRUCTION PLAN:
SEE SHEET NO. 11
CONSTRUCTION PROFILES
14
PROP 2" MILL AND 2" OVERLAY
MATCH EXISTING GRADE
155
160
170
180
155
160
170
180
NAVD 88
BASE ELEV
155.00
160
170
180
800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00
155
160
170
180
-0.50%2.00%-2.00%
LOW POINT ELEV = 163.18
LOW POINT STA = 813+17.90
PVI STA = 813+50
PVI ELEV = 162.98
A.D. = 2.79%
K = 35.79
100' VC
PVC: 813+00ELEV: 163.23810+00 811+00 163.73812+00 163.48163.23813+00 163.33164.13814+00 165.00165.35815+00 165.15164.42816+00 163.42817+00
HIGH POINT ELEV = 165.35
HIGH POINT STA = 815+06.81
PVI STA = 815+00
PVI ELEV = 166.42
A.D. = -4.30%
K = 46.56
200' VC
SSD = 254.7'PVRC: 814+00ELEV: 164.13PVT: 816+00ELEV: 164.4240 0 40
VERTICAL
80 CONTINUEDBELOWCONTINUEDABOVEHORIZONTAL
SCALE IN FEET
8 0 8 16
40 0 40
VERTICAL
80
HORIZONTAL
SCALE IN FEET
8 0 8 16
FOR CONSTRUCTION PLANS:
SEE SHEET NOS. 10 & 12
Temp. Benchmark C-3
Top Spindle of
Hydrant
Elevation = 176.37'
Sta. 800+75.59, 26.60' RT
STA 816+71.68 PR HATFIELD B =
STA 702+54.71 ROUNDABOUT OUTER EDGE B
L
L 606555[75%]HD (PROFILES).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
Temp. Benchmark C-4
Mag. Nail In
U.P. #37
Elevation = 166.22'
Sta. 807+56.57, 24.50' RT
Temp. Benchmark C-5
Mag. Nail In
U.P. #41
Elevation = 163.84'
Sta. 814+16.06, 53.38' RT
HATFIELD STREET
HATFIELD STREET
EXISTING GRADE
EXISTING GRADE
PROP GRADE
CONSTRUCTION PROFILES
15
NAVD 88
BASE ELEV
155.00
160
170
180
190
200
210
155
160
170
180
190
200
210
2.00%
8.00%
0.40%
PVI STA = 0+85
PVI ELEV = 170.12
A.D. = 6.00%
K = 12.50
75' VC
PVC: 0+48ELEV: 169.37PVT: 1+22ELEV: 173.12PVI STA = 4+00
PVI ELEV = 182.02
A.D. = 5.90%
K = 25.42
150' VC
PVC: 3+25ELEV: 181.72PVT: 4+75ELEV: 186.75PVI STA = 2+25
PVI ELEV = 181.32
A.D. = -7.60%
K = 13.16
100' VC
SSD = 137.4'PVC: 1+75ELEV: 177.32PVT: 2+75ELEV: 181.52-1+00 0+00 169.42171.521+00 175.32179.082+00 181.18181.623+00 181.94183.134+00 185.295+00 6+00
40 0 40
VERTICAL
80
HORIZONTAL
SCALE IN FEET
8 0 8 16
FOR CONSTRUCTION PLAN:
SEE SHEET NO. 10
STA 00+00 PR DRIVEWAY B =
STA 102+59.95 PR KING NORTH ST B
L
L 606555[75%]HD (PROFILES).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
DRIVEWAY
EXISTING GRADE
PROP GRADE
CONSTRUCTION PROFILES
16
900901902903904905906907908909910L1C1PC +86.42+50.00OFFSET: 24.81+98.03OFFSET: 24.72+45.21OFFSET: 18.00+85.98OFFSET: 18.02+41.51OFFSET: 18.00+16.71OFFSET: 18.00+65.76OFFSET: 18.00+11.61OFFSET: 18.00+69.61OFFSET: 18.01+97.89OFFSET: 18.00+70.21OFFSET: 20.32+02.76OFFSET: 21.93OFFSET: 23.98+23.06OFFSET: 23.86+77.87OFFSET: 18.50+45.12OFFSET: 18.50+96.61OFFSET: 17.7819.13'+81.00OFFSET: 18.10OFFSET: 17.66+45.45OFFSET: 18.30CC1
CC2CC3CC4C
C
5
CC6CC7
CC8CC1
0
CC11CC1
2
CC13CC14CC15C
C
1
6
CC17CC1
8 CC9+46.40OFFSET: 0.30NORTH KING STREET (SOUTH) CONSTRUCTION BASELINE DATANUMBERL1C1L2C2L3C3L4STARTINGSTATION899+00.00907+86.42911+07.07911+18.90911+57.38911+80.70911+97.67NORTHING2951635.9332952423.8592952719.4092952730.6492952765.8662952786.2332952801.393EASTING347705.157347299.054347175.581347171.911347156.529347145.190347137.573CURVE DATAR=2000.00' Δ9°11'09"L=320.65' T=160.67'R=200.00' Δ11°01'34"L=38.49' T=19.30'R=200.00' Δ4°51'43"L=16.97' T=8.49'LINE DATAN27°16'01"W886.42'N18°04'52"W11.82'N29°06'26"W23.31'N24°14'44"W32.60'ENDINGSTATION907+86.42911+07.07911+18.90911+57.38911+80.70911+97.67912+30.27NORTHING2952423.8592952719.4092952730.6492952765.8662952786.2332952801.3932952831.121EASTING347299.054347175.581347171.911347156.529347145.190347137.573347124.184CURVE TABLECURVE #CC1CC2CC3CC4CC5CC6CC7CC8CC9CC10DELTA87° 10' 54"32° 21' 52"87° 56' 26"86° 16' 44"90° 02' 08"86° 12' 06"66° 47' 15"68° 11' 02"3° 11' 35"81° 59' 32"RADIUS30.0050.7625.0011.4414.6115.3314.3614.342018.0016.60LENGTH45.6528.6738.3717.2222.9623.0616.7417.06112.4623.75CURVE TABLECURVE #CC11CC12CC13CC14CC15CC16CC17CC18DELTA67° 22' 21"60° 31' 51"95° 22' 47"180° 00' 02"92° 48' 20"177° 00' 17"177° 54' 49"74° 12' 56"RADIUS25.8312.9810.002.757.793.783.735.00LENGTH30.3713.7116.658.6412.6211.6811.586.484004080SCALE IN FEETCONTINUED ON
SHEET NO. 18 NNORTH KING ST - RTE 5/10MATCH LIN
E
MATCH LIN
E
606555[75%]HD (CURB TIES).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIMIT OF TEMPORARYCONSTRUCTION EASEMENT (TYP)2'CURB TIE & ALIGNMENT PLAN1789'89'LIMIT OF WORKSTA 899+73.00N: 2951700.9870E: 347671.6277
701 702703
704812813814815816816+72909 9109119
1
2
9
1
2
+
3
0
10110210310410512345+00L12L13L14C11C12L5L6C5C6L
4L3L2C1C3C2
L15 L16L17C14C13C4PC +38.46PC +51.19PT +75.66PT +68.91PC +72.68PC +05.56PT +18.02PT +68.62PT +32.82PC +80.70PC +18
.90PT +07
.07PT
+
9
7
.
6
7PT +57.38PC +76.63PC +43.56 PT +32.24PT +15.26L7700MATCH LINE
MATCH LINE+69.61OFFSET: 18.01+97.89OFFSET: 18.00+70.21OFFSET: 20.32+02.76OFFSET: 21.93+50.78OFFSET: 23.19+39.13OFFSET: 23.98+86.98OFFSET: 4.36+96.67OFFSET: 5.68+97.55OFFSET: 3.21+87.32OFFSET: 2.54+23.06OFFSET: 23.86+77.87OFFSET: 18.50OFFSET: 12.00+38.04OFFSET: 2.61+44.05OFFSET: 3.11+37.94OFFSET: 2.40+43.92OFFSET: 3.16+26.65OFFSET: 10.97+26.65OFFSET: 15.73+36.65OFFSET: 13.26+36.65OFFSET: 9.34+45.43OFFSET: 21.35+40.25OFFSET: 23.48+84.91OFFSET: 23.93+90.93OFFSET: 23.95+77.44OFFSET: 20.80+29.49OFFSET: 23.82+33.69OFFSET: 21.86OFFSET: 25.01R47.00'20.00'+90.41OFFSET: 12.66+64.58OFFSET: 17.90+81.00OFFSET: 18.10+89.65OFFSET: 18.27+28.11OFFSET: 19.92+00.19OFFSET: 21.91+43.99OFFSET: 23.32+60.31OFFSET: 28.38+39.46OFFSET: 17.66+80.06OFFSET: 20.37+23.45OFFSET: 31.24+47.12OFFSET: 23.47+56.24OFFSET: 28.10+63.71OFFSET: 25.56+05.91OFFSET: 20.63+71.05OFFSET: 21.61+20.19OFFSET: 23.83+45.45OFFSET: 18.30CC10 CC11CC12 CC13CC14CC16 CC17CC18
CC19CC
2
0CC21C
C
2
2
CC23CC24CC25CC26CC27CC2
8
CC2
9
CC30CC31CC33CC34
CC35CC36CC3
7
CC38CC39CC40CC41CC42CC43CC44CC45CC46CC47CC48CC49CC50
CC51
CC52CC53CC54CC55CC56CC57CC58CC59CC60CC61CC62CC63CC64CC65CC66CC67CC68CC69CC70C
C
7
1
CC72CC75CC7
6CC77CC97CC9+46.41OFFSET: 5.20+46.40OFFSET: 0.30+18.24OFFSET: 29.59+26.30OFFSET: 2.57+92.23OFFSET: 4.27+83.29OFFSET: 5.87+83.34OFFSET: 0.63+77.00OFFSET: 4.86+86.97OFFSET: 4.61+86.85OFFSET: 1.88+76.86OFFSET: 1.64+36.57OFFSET: 2.00+36.44OFFSET: 5.10+00.95OFFSET: 24.07+09.84OFFSET: 3.11+69.58OFFSET: 10.24+65.34OFFSET: 7.22+23.29OFFSET: 1.09+23.39OFFSET: 0.90+24.37OFFSET: 12.65+27.93OFFSET: 10.75+85.00OFFSET: 4.51+46.33OFFSET: 5.48+54.50OFFSET: 10.19+66.88OFFSET: 7.58+35.23OFFSET: 6.03+52.71OFFSET: 5.60+09.07OFFSET: 3.43NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERL5C5L6C6STARTINGSTATION100+00.00100+38.46100+75.66102+51.19NORTHING2952957.8372952995.5062953032.2782953206.988EASTING347110.171347117.920347123.468347140.394CURVE DATAR=350.00' Δ6°05'26"L=37.21' T=18.62'R=1500.00' Δ4°29'47"L=117.72' T=58.89'LINE DATAN11°37'28"E38.46'N5°32'02"E175.53'ENDINGSTATION100+38.46100+75.66102+51.19103+68.91NORTHING2952995.5062953032.2782953206.9882953323.592EASTING347117.920347123.468347140.394347156.330ROUNDABOUT CONSTRUCTION BASELINE DATANUMBERC4STARTINGSTATION700+00.00NORTHING2952892.211EASTING347163.671CURVE DATAR=67.00' Δ360°00'00"L=420.97' T=0.00'LINE DATAENDINGSTATION704+20.97NORTHING2952892.211EASTING347163.671CURVE TABLECURVE #CC13CC14CC19CC20CC21CC22CC23CC24CC25CC26CC27CC28CC29CC30CC31CC33CC34CC35CC36CC37DELTA95° 22' 47"180° 00' 02"22° 05' 51"73° 13' 59"12° 26' 45"7° 06' 02"112° 23' 25"15° 46' 04"123° 43' 25"17° 39' 07"3° 58' 28"9° 03' 16"9° 03' 16"56° 05' 35"141° 04' 55"9° 55' 47"165° 08' 31"14° 20' 09"85° 30' 08"180° 59' 10"RADIUS10.002.75207.0040.00225.00225.003.0070.001.00102.00102.00250.00268.0084.0010.00100.0010.80241.008.004.82LENGTH16.658.6479.8351.1348.8827.885.8819.262.1631.427.0839.5142.3582.2424.6217.3331.1360.3011.9415.22CURVE TABLECURVE #CC38CC39CC40CC41CC42CC43CC44CC45CC46CC47CC48CC49CC50CC51CC52CC53CC54CC55CC56CC57DELTA0° 37' 26"127° 03' 29"5° 58' 45"4° 07' 25"1° 50' 08"0° 44' 42"178° 24' 00"0° 16' 02"1° 37' 34"11° 52' 42"10° 56' 22"127° 05' 08"30° 59' 08"180° 00' 01"1° 20' 58"1° 21' 00"42° 51' 02"92° 51' 58"93° 15' 30"21° 53' 54"RADIUS9514.971.00259.00259.001018.003955.813.552013.001987.00143.00143.001.0070.003.253965.423970.84125.0010.009.95250.00LENGTH103.602.2227.0318.6432.6151.4411.069.3956.4029.6527.302.2237.8510.2193.3993.5793.4916.2116.2095.55CURVE TABLECURVE #CC58CC59CC60CC61CC62CC63CC64CC65CC66CC67CC68DELTA67° 47' 48"168° 18' 35"14° 57' 57"120° 58' 26"8° 25' 42"106° 29' 42"10° 57' 37"22° 15' 09"48° 48' 23"39° 56' 18"43° 45' 41"RADIUS125.001.0072.001.0070.003.0074.00297.86100.0075.0067.00LENGTH147.912.9418.812.1110.305.5814.16115.6885.1852.2851.17DRIVEWAY CONSTRUCTION BASELINE DATANUMBERL15C13L16C14L17STARTINGSTATION0+00.000+43.561+15.263+76.634+32.24NORTHING2953215.6992953222.3072953187.1432952936.6232952890.321EASTING347141.264347098.204347042.696346968.167346938.670CURVE DATAR=50.00' Δ82°09'23"L=71.69' T=43.58'R=100.00' Δ31°51'50"L=55.61' T=28.55'LINE DATAN81°16'34"W43.56'S16°34'03"W261.37'S48°25'53"W67.76'ENDINGSTATION0+43.561+15.263+76.634+32.245+00.00NORTHING2953222.3072953187.1432952936.6232952890.3212952845.363EASTING347098.204347042.696346968.167346938.670346887.977606555[75%]HD (CURB TIES).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.4004080SCALE IN FEETCONTINUED ONSHEET NO. 20CONTINUED ONSHEET NO. 17NPROP GRAN CURB WITHBEVELED EDGESTA 812 + 43OFFSET: 11.84LIMIT OF PROP GRANCURB TYPE VBHATFIELD STREETNORTH KING ST- RTE 5/10NORTH KING ST- RTE 5/10MATCH LINEMATCH LINE
MATCH LINEMATCH LINECONTINUED ON
SHEET NO. 19STA:703+44.08 PR ROUNDABOUT OUTER EDGE B =STA: 912+30.27 PR KING SOUTH BSTA: 700+91.64 PR ROUNDABOUT OUTER EDGE B =STA: 100+00.00 PR KING NORTH BSTA: 0+00.00PR DRIVEWAY B =STA: 102+59.95PR KING NORTH BSTA: 702+54.71 PR ROUNDABOUT OUTER EDGE B =STA: 816+71.68 PR HATFIELD BLLLLLLLLLIMIT OF PERMANENTUTILITY EASEMENT (TYP)CURB TIE & ALIGNMENT PLAN180'70'67.76'00.00STA: 0+00.00PR DRIVEWAY B =STA: 700+04.66 ROUNDABOUT OUTER EDGE BLL
104105106107108109110111112113113+50PC +78.91PT +68.91PT +19.83C7NUMBERL5C5L6C6L7C7L8STARTINGSTATION100+00.00100+38.46100+75.66L7L8MATCH LINEMATCH LINEOFFSET: 23.93OFFSET: 23.95+29.49OFFSET: 23.82+33.69OFFSET: 21.86+76.48OFFSET: 25.01+41.54OFFSET: 18.5720.69'OFFSET: 20.63+71.05OFFSET: 21.61+20.19OFFSET: 23.83+57.38OFFSET: 23.36+69.30OFFSET: 23.09CC38CC52CC53CC69CC70CC71CC72
CC73CC74CC75CC76CC77
CC78CC79C
C
8
0CC81CC82CC83+26.30OFFSET: 2.57+92.23OFFSET: 4.27OFFSET: 0.63+77.00OFFSET: 4.86+86.97OFFSET: 4.61+86.85OFFSET: 1.88L7C7L8103+68.91107+78.91108+19.832953323.5922953727.3262953767.717347156.330347227.739347234.316R=1500.00' Δ1°33'48"L=40.92' T=20.46'N10°01'49"E410.00'N8°28'01"E530.16'107+78.91108+19.83113+50.002953727.3262953767.7172954292.102347227.739347234.316347312.378NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERSTARTINGSTATIONNORTHINGEASTINGCURVE DATALINE DATAENDINGSTATIONNORTHINGEASTINGCURVE TABLECURVE #CC69CC70CC71CC72CC73CC74CC75CC76CC77CC78DELTA166° 27' 49"92° 09' 05"88° 19' 28"1° 22' 00"0° 34' 27"0° 59' 59"6° 07' 12"172° 25' 41"0° 34' 15"180° 00' 00"RADIUS7.312.008.005033.481000.0016607.9598.001.003961.333.82LENGTH21.243.2212.33120.0510.02289.7610.473.0139.4612.02CURVE TABLECURVE #CC79CC80CC81CC82CC83DELTA0° 26' 48"178° 33' 49"1° 54' 01"63° 15' 16"81° 04' 06"RADIUS16617.711.942018.4220.0020.00LENGTH129.546.0366.9422.0828.304004080SCALE IN FEETNNORTH KING ST- RTE 5/10STA 105+97LIMIT OF PROP GRANCURB TYPE VB606555[75%]HD (CURB TIES).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIMIT OFTEMPORARYCONSTRUCTIONEASEMENT (TYP)CONTINUED ONSHEET NO. 18
STA 105+97LIMIT OF PROP GRANCURB TYPE VBBEGIN PROP HMACURB-TYPE 27'CURB TIE & ALIGNMENT PLAN19N: 2953995.3739E: 347268.2059LIMIT OF WORKSTA 110 + 50.00
801802803804805806807808809810811812L9L10L11L12C8C9C10PC +87.52PC +08.10PC +41.90PT +41.48PT +61.39PT +18.02+87.94OFFSET: 12.00+16.90OFFSET: 12.00+59.70OFFSET: 12.00+04.00OFFSET: 12.85+14.91OFFSET: 13.27+08.51OFFSET: 12.17+47.27OFFSET: 12.00+75.43OFFSET: 12.00+05.41OFFSET: 12.00+42.11OFFSET: 12.00CC84CC85CC86CC87CC88
CC89CC90CC91C
C
9
2
CC93CC94CC95CC96
CC97CC98+95.03OFFSET: 18.85HATFIELD STREET CONSTRUCTION BASELINE DATANUMBERL9C8L10C9L11C10L12C11L13C12L14STARTINGSTATION800+00.00800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82NORTHING2951279.3672951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.822EASTING346601.723346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648CURVE DATAR=450.00' Δ32°20'07"L=253.96' T=130.46'R=1675.00' Δ8°39'52"L=253.30' T=126.89'R=3500.00' Δ4°31'12"L=276.11' T=138.13'R=250.00' Δ21°59'17"L=95.94' T=48.57'R=130.00' Δ56°05'22"L=127.26' T=69.25'LINE DATAN38°11'47"E87.52'N5°51'40"E166.62'N14°31'32"E180.51'N19°02'44"E54.67'N2°56'33"W136.93'N53°08'48"E38.86'ENDINGSTATION800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82816+71.68NORTHING2951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.8222952851.130EASTING346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648347043.743CURVE TABLECURVE #CC84CC85CC86CC87CC88CC89CC90CC91CC92CC93CC94CC95CC96CC97CC98DELTA67° 30' 11"32° 16' 53"7° 08' 33"83° 19' 30"90° 27' 03"0° 03' 29"0° 05' 16"79° 15' 12"96° 48' 51"2° 07' 40"64° 29' 09"32° 29' 32"68° 40' 32"1° 14' 34"28° 36' 35"RADIUS30.09462.001663.005.005.001663.003488.005.005.003488.005.005.005.003488.0029.61LENGTH35.45260.30207.317.277.891.685.356.928.45129.535.632.845.9975.6514.784004080SCALE IN FEETCONTINUED ON
SHEET NO. 18 NMATCH EXISTGRAN CURBHATFIELD STREETCOOKE AVENUE
MATCH LINE
MATCH LINE
606555[75%]HD (CURB TIES).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.STA 800+65LIMIT OF PROP 5' CCWMATCH EXIST SWLIMIT OF TEMPORARYCONSTRUCTION EASEMENT(TYP)HATFIELD AVENUE29'12'6'4'REM EXISTING WCRPROP WCR AT STA 800+99CURB TIE & ALIGNMENT PLAN20LIMIT OF WORKSTA 800 + 71.00N:2951335.5054E:346645.8935
900901902903904905906907908909910L1C1PC +86.4219.13'151.97152.60154.43151.97152.58153.26154.34155.76154.69154.78156.22156.12151.80151.38150.95150.61150.27149.82149.44149.26153.48NORTH KING STREET (SOUTH) CONSTRUCTION BASELINE DATANUMBERL1C1L2C2L3C3L4STARTINGSTATION899+00.00907+86.42911+07.07911+18.90911+57.38911+80.70911+97.67NORTHING2951635.9332952423.8592952719.4092952730.6492952765.8662952786.2332952801.393EASTING347705.157347299.054347175.581347171.911347156.529347145.190347137.573CURVE DATAR=2000.00' Δ9°11'09"L=320.65' T=160.67'R=200.00' Δ11°01'34"L=38.49' T=19.30'R=200.00' Δ4°51'43"L=16.97' T=8.49'LINE DATAN27°16'01"W886.42'N18°04'52"W11.82'N29°06'26"W23.31'N24°14'44"W32.60'ENDINGSTATION907+86.42911+07.07911+18.90911+57.38911+80.70911+97.67912+30.27NORTHING2952423.8592952719.4092952730.6492952765.8662952786.2332952801.3932952831.121EASTING347299.054347175.581347171.911347156.529347145.190347137.573347124.1844004080SCALE IN FEETCONTINUED ON
SHEET NO. 18 NNORTH KING ST - RTE 5/10MATCH LIN
E
MATCH LIN
E
606555[75%]HD (GRADING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIMIT OF TEMPORARYCONSTRUCTION EASEMENT (TYP)2'GRADING PLAN2189'89'LIMIT OF WORKSTA 899+73.00N: 2951700.9870E: 347671.6277
701 702703
704812813814815816816+72909 9109119
1
2
9
1
2
+
3
0
10110210310410512345+00L12L13L14C11C12L5L6C5C6L
4L3L2C1C3C2
L15 L16L17C14C13C4PC +38.46PC +51.19PT +75.66PT +68.91PC +72.68PC +05.56PT +18.02PT +68.62PT +32.82PC +80.70PC +18
.90PT +07
.07PT
+
9
7
.
6
7PT +57.38PC +76.63PC +43.56 PT +32.24PT +15.26L7700MATCH LINE
MATCH LINE R47.00'20.00'151.97152.60154.43155.89157.66159.37151.97152.58153.26154.34155.76157.57159.21163.24163.24162.92162.98163.77163.77164.65164.65164.99164.97164.69165.18163.98164.41162.95163.39162.96163.00160.12161.28162.92165.01166.80168.67169.16170.05170.86171.64172.48173.33159.99162.85165.02166.80165.74154.69154.78156.22156.12158.00157.92159.58159.66151.80159.65159.95160.80161.04162.58163.63163.01161.66160.41153.48166.31165.96156.37156.78161.24162.04 NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERL5C5L6C6STARTINGSTATION100+00.00100+38.46100+75.66102+51.19NORTHING2952957.8372952995.5062953032.2782953206.988EASTING347110.171347117.920347123.468347140.394CURVE DATAR=350.00' Δ6°05'26"L=37.21' T=18.62'R=1500.00' Δ4°29'47"L=117.72' T=58.89'LINE DATAN11°37'28"E38.46'N5°32'02"E175.53'ENDINGSTATION100+38.46100+75.66102+51.19103+68.91NORTHING2952995.5062953032.2782953206.9882953323.592EASTING347117.920347123.468347140.394347156.330ROUNDABOUT CONSTRUCTION BASELINE DATANUMBERC4STARTINGSTATION700+00.00NORTHING2952892.211EASTING347163.671CURVE DATAR=67.00' Δ360°00'00"L=420.97' T=0.00'LINE DATAENDINGSTATION704+20.97NORTHING2952892.211EASTING347163.671DRIVEWAY CONSTRUCTION BASELINE DATANUMBERL15C13L16C14L17STARTINGSTATION0+00.000+43.561+15.263+76.634+32.24NORTHING2953215.6992953222.3072953187.1432952936.6232952890.321EASTING347141.264347098.204347042.696346968.167346938.670CURVE DATAR=50.00' Δ82°09'23"L=71.69' T=43.58'R=100.00' Δ31°51'50"L=55.61' T=28.55'LINE DATAN81°16'34"W43.56'S16°34'03"W261.37'S48°25'53"W67.76'ENDINGSTATION0+43.561+15.263+76.634+32.245+00.00NORTHING2953222.3072953187.1432952936.6232952890.3212952845.363EASTING347098.204347042.696346968.167346938.670346887.977606555[75%]HD (GRADING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.4004080SCALE IN FEETCONTINUED ONSHEET NO. 20CONTINUED ONSHEET NO. 17NPROP GRAN CURB WITHBEVELED EDGESTA 812 + 43OFFSET: 11.84LIMIT OF PROP GRANCURB TYPE VBHATFIELD STREETNORTH KING ST- RTE 5/10NORTH KING ST- RTE 5/10MATCH LINEMATCH LINE
MATCH LINEMATCH LINECONTINUED ON
SHEET NO. 19STA:703+44.08 PR ROUNDABOUT OUTER EDGE B =STA: 912+30.27 PR KING SOUTH BSTA: 700+91.64 PR ROUNDABOUT OUTER EDGE B =STA: 100+00.00 PR KING NORTH BSTA: 0+00.00PR DRIVEWAY B =STA: 102+59.95PR KING NORTH BSTA: 702+54.71 PR ROUNDABOUT OUTER EDGE B =STA: 816+71.68 PR HATFIELD BLLLLLLLLLIMIT OF PERMANENTUTILITY EASEMENT (TYP)GRADING PLAN220'70'67.76'00.00STA: 0+00.00PR DRIVEWAY B =STA: 700+04.66 ROUNDABOUT OUTER EDGE BLL
104105106107108109110111112113113+50PC +78.91PT +68.91PT +19.83C7NUMBERL5C5L6C6L7C7L8STARTINGSTATION100+00.00100+38.46100+75.66L7L81011MATCH LINEMATCH LINE
20.69'170.05170.86171.64172.48173.33175.58174.15L7C7L8103+68.91107+78.91108+19.832953323.5922953727.3262953767.717347156.330347227.739347234.316R=1500.00' Δ1°33'48"L=40.92' T=20.46'N10°01'49"E410.00'N8°28'01"E530.16'107+78.91108+19.83113+50.002953727.3262953767.7172954292.102347227.739347234.316347312.378NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERSTARTINGSTATIONNORTHINGEASTINGCURVE DATALINE DATAENDINGSTATIONNORTHINGEASTING4004080SCALE IN FEETNNORTH KING ST- RTE 5/10STA 105+97LIMIT OF PROP GRANCURB TYPE VB606555[75%]HD (GRADING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIMIT OFTEMPORARYCONSTRUCTIONEASEMENT (TYP)CONTINUED ONSHEET NO. 18
STA 105+97LIMIT OF PROP GRANCURB TYPE VBBEGIN PROP HMACURB-TYPE 27'GRADING PLAN23N: 2953995.3739E: 347268.2059LIMIT OF WORKSTA 110 + 50.00
801802803804805806807808809810811812L9L10L11L12C8C9C10PC +87.52PC +08.10PC +41.90PT +41.48PT +61.39PT +18.02174.56167.22173.88173.23174.16174.22174.39174.24173.71174.08174.11174.22174.08173.74166.86167.20167.33167.17167.42167.51164.44167.09166.56167.87166.95166.79173.84174.15173.73172.95172.36173.90167.26167.56167.56167.15HATFIELD STREET CONSTRUCTION BASELINE DATANUMBERL9C8L10C9L11C10L12C11L13C12L14STARTINGSTATION800+00.00800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82NORTHING2951279.3672951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.822EASTING346601.723346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648CURVE DATAR=450.00' Δ32°20'07"L=253.96' T=130.46'R=1675.00' Δ8°39'52"L=253.30' T=126.89'R=3500.00' Δ4°31'12"L=276.11' T=138.13'R=250.00' Δ21°59'17"L=95.94' T=48.57'R=130.00' Δ56°05'22"L=127.26' T=69.25'LINE DATAN38°11'47"E87.52'N5°51'40"E166.62'N14°31'32"E180.51'N19°02'44"E54.67'N2°56'33"W136.93'N53°08'48"E38.86'ENDINGSTATION800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82816+71.68NORTHING2951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.8222952851.130EASTING346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648347043.7434004080SCALE IN FEETCONTINUED ON
SHEET NO. 18 NMATCH EXISTGRAN CURBHATFIELD STREETCOOKE AVENUE
MATCH LINE
MATCH LINE
606555[75%]HD (GRADING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.STA 800+65LIMIT OF PROP 5' CCWMATCH EXIST SWLIMIT OF TEMPORARYCONSTRUCTION EASEMENT(TYP)HATFIELD AVENUE29'12'6'4'GRADING PLAN24LIMIT OF WORKSTA 800 + 71.43N:2951335.5054E:346645.8935
900
901 902
903 904 905 906 907 908
909 910
7 CB
6 CBCI
8 CB
D5 CIT 16' - 12" RCP
19' - 12" RCP
DD1 CIT
3 CIT
11' - 12" RCP
4 CB
D9A DMH
19' - 12" RCP
132' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
1 CIT
3 CIT
4 CB
5 CIT
6 CBCI
7 CB
8 CB
EX DMH-19
EX DMH-25
STATION &
OFFSET
901+56.4 30 LT
901+61.8 33 LT
901+76.6 33 LT
904+54.5 25 LT
904+75.1 15 LT
907+23.7 19 LT
909+08.4 16 LT
907+30.4 3 RT
909+03.6 3 RT
RIM
ELEV.
144.42'
144.09'
144.69'
149.54'
149.12'
151.25'
152.12'
151.01'
152.16'
INV. ELEV. IN
I=139.03' ()
I=140.36' (4 CB)
I=145.12' (EX DI-14)
I=144.00' (6 CBCI)
I=144.07' (EX DMH-9)
I=142.77' ()
I=144.15' (EX DMH-25)
I=145.50' ()
I=146.00' (7 CB)
I=145.46' (EX DMH-32)
I=147.16' ()
I=147.50' (8 CB)
INV. ELEV. OUT
I=137.93' ()
I=140.26' ()
I=141.09' (3 CIT)
I=143.97' (EX DMH-12)
I=144.23' (5 CIT)
I=146.43' (EX DMH-19)
I=147.86' (EX DMH-25)
I=144.05' (EX DMH-12)
I=145.36' (EX DMH-19)
40 0 40 80
SCALE IN FEET CONTINUED ONSHEET NO. 26NNORTH KING ST - RTE 5/10 MATCH LINEMATCH LINE606555[75%]HD (UTILITIES PLANS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
LIMIT OF WORK
STA 899 + 73.00
N: 2951700.9870
E: 347671.6277
RETRET
ADJ
ADJ
WATER SUPPLY ALTERATIONS GAS SUPPLY ALTERATIONS
SEE BELOW NONE
UTILITY PLAN
25
RET
RETADJ
ADJ
ADJ
ADJ
ADJ
SANITARY SEWER DETAILS
SEE BELOW
DRAINAGE DETAILS
SEE BELOW
ADJ
NOTE:
UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLE
SURFACE (I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TO
CONFORM WITH THE LINE AND GRADE OF SAID SURFACE. NO
EXCEPTION TO ADA OR MA AAB REQUIREMENTS WILL BE
GRANTED FOR THESE SURFACES
R&R UP (BO)
R&R UP (BO)
RET REM
ADJ
ADJ
ADJ (2)
RET
RET
ADJ
ABAN
RET
PROP 12"CORE INTO DMH
ADJ
ADJ
R&R UP (BO)
PROP SHLO (TYP)
LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)
RET
REM REM
ADJ
ADJ
ADJ
RET
ADJ
ADJ
PROP 12" CORE
INTO DMH
RET
RET
RET
RET
RET RET
RET REMOD
PROP 12" CORE
INTO DMH
PROP 12" CORE
INTO DMH
PROP GUY (BO)
RET
PROP PAVED
WATER WAY
701702
703704
812
813
814
815
816
908909910
911 912912+30
101
102
103
104
1
234
700DDDDD D31 CBCI
30 DI
29 DMH
32 DMH
33 GI 27 DMH
28 CBCI
18 CBCI
13 DMH
20 DI
10 CIT
11 CBCI
12 CBCI
15 CBCI
16 CBCI
19 DMH
21 CBCI
9 CB
8 CB
23 CBCI
D51' - 12" RCP
5' - 12" RCP
6' - 12" RCP
13' - 12" RCP
35' - 12" RCP
53' - 12" RCP
107' - 12" RCP
16' - 12" RCP
35' - 12" RCP
25' - 12" RCP
1' - 15" RCP
16' - 12" RCP
7' - 12" RCP
5' - 12" RCP
58' - 12" RCP
40' - 12" RCP
26' - 12" RCP D24 DMH17 DMH
22 CBCI
25 CB
26 DI
34 DMH
D9A DMH
24' - 15" RCP
268' - 12" RCP
24' - 12" RCP
28' - 12" RCP
28' - 12" RCP
30' - 12" RCP
44' - 12" RCP
6' - 12" RCP
31' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
9 CB
9A DMH
10 CIT
11 CBCI
12 CBCI
13 DMH
15 CBCI
16 CBCI
17 DMH
18 CBCI
19 DMH
20 DI
21 CBCI
22 CBCI
23 CBCI
24 DMH
25 CB
26 DI
27 DMH
28 CBCI
STATION &
OFFSET
910+75.4 32 LT
910+74.5 27 LT
912+08.7 11 LT
912+09.2 22 LT
912+04.5 17 RT
703+33.3 5 LT
704+02.2 4 LT
700+31.1 1 LT
702+65.9 12 LT
816+63.4 23 LT
701+24.8 5 RT
100+07.1 51 LT
100+34.5 25 LT
100+35.4 29 RT
102+45.7 19 LT
102+88.7 18 LT
102+97.2 27 RT
103+17.3 36 LT
702+79.5 40 RT
816+33.5 25 RT
RIM
ELEV.
155.64'
155.54'
159.81'
159.60'
159.57'
160.85'
159.73'
160.43'
162.98'
162.69'
161.73'
160.88'
160.93'
160.85'
168.11'
165.53'
168.93'
167.00'
157.55'
163.25'
INV. ELEV. IN
I=149.55' (9 CB)
I=153.59' (10 CIT)
I=155.00' (11 CBCI)
I=155.00' (12 CBCI)
I=154.38' (13 DMH)
I=154.52' (15 CBCI)
I=154.62' (17 DMH)
I=155.00' (27 DMH)
I=157.00' (18 CBCI)
I=155.00' (19 DMH)
I=156.21' (21 CBCI)
I=156.21' (20 DI)
I=163.53' (23 CBCI)
I=161.80' (26 DI)
I=155.64' (29 DMH)
I=159.50' (28 CBCI)
INV. ELEV. OUT
I=149.76' (9A DMH)
I=149.55' (EX DMH-32)
I=154.28' (9A DMH)
I=155.22' (10 CIT)
I=155.57' (10 CIT)
I=154.52' (10 CIT)
I=155.72' (13 DMH)
I=158.43' (EX DMH-38)
I=154.90' (13 DMH)
I=157.39' (17 DMH)
I=156.11' (17 DMH)
I=156.44' (19 DMH)
I=156.60' (19 DMH)
I=158.76' (EX DMH-38)
I=164.03' (24 DMH)
I=161.80' (EX DMH-47)
I=164.21' (EX DMH-47)
I=162.00' (24 DMH)
I=155.55' (17 DMH)
I=159.65' (27 DMH)
DRAINAGE STRUCTURE TABLE
NAME
29 DMH
30 DI
31 CBCI
32 DMH
33 GI
EX DMH-38
STATION &
OFFSET
813+30.3 13 LT
813+24.6 21 LT
813+21.2 14 LT
813+07 6 RT
813+15.2 12 RT
100+08.5 46 RT
RIM
ELEV.
162.94'
163.03'
162.90'
163.07'
162.95'
161.04'
INV. ELEV. IN
I=158.46' (32 DMH)
I=158.46' (30 DI)
I=158.46' (31 CBCI)
I=158.86' (33 GI)
I=158.86' (34 DMH)
I=155.83' (EX DMH-40)
I=158.13' (22 CBCI)
I=158.13' (16 CBCI)
INV. ELEV. OUT
I=158.36' (27 DMH)
I=158.59' (29 DMH)
I=158.55' (29 DMH)
I=158.76' (29 DMH)
I=158.99' (32 DMH)
I=155.63' (EX DMH-32)606555[75%]HD (UTILITIES PLANS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
40 0 40 80
SCALE IN FEETCONTINUED ONSHEET NO. 28CONTINUED
ONSHEET NO
.
25NHATFI
E
L
D
S
T
R
E
E
T
NOR
T
H
KI
N
G
S
T
RTE -
5/
1
0
NORTH KING
S
T
-
R
T
E
5
/
1
0
MATCH LINEMATCH LINEMATCH L
INEMATCH L
INE
RET
RET
RET
RET
RET
CONTINUED ONSHEET NO. 27RET
REMO
D
REMO
D
REM
O
D
ADJ
WATER SUPPLY ALTERATIONS GAS SUPPLY ALTERATIONS
SEE SHEET 30 SEE SHEET 31
DRAINAGE & POWER
MATCH LINEMATCH LINEUTILITY PLAN
26
REM
O
D
SANITARY SEWER DETAILS
SEE BELOW
DRAINAGE DETAILS
SEE BELOW
NOTE:
1. UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLE SURFACE
(I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TO CONFORM WITH THE
LINE AND GRADE OF SAID SURFACE. NO EXCEPTION TO ADA OR MA
AAB REQUIREMENTS WILL BE GRANTED FOR THESE SURFACES
2. SUBDRAIN-TO-STRUCTURE CONNECTIONS TO BE MADE IN THE FIELD
BY CORING A HOLE IN THE PRECAST DRAIN STRUCTURE. ALL
STANDARD STRUCTURE CONNECTION FITTINGS SHALL BE USED.
REM
CIT CB DMH
REM UP (BO)
REM UP (BO)
REMOD
REM
REMPROP DRAINAGE SWALE CL
REM
REMOD
REMOD
REM
REM
PROP LIGHT POLE
(TYP)
PROP ELEC CONDUIT (TYP)
PROP DWY CULVERT WITH
FLARED END SECTION (2)
INV (NORTH) = 163.25'
INV (SOUTH) = 163.00'
R&R UP (BO)
W/ RISER
REMREM
R&R UP (BO)
PROP GUY (BO)
REM UP (BO)
PROP UP W/GUY
(BO)REM UP
(BO)
PROP UP POLE
(BO)
RET UP
PROP GUY (BO)
R&R UP (BO)
PROP UP W/ GUY
(BO)
REM UP (BO)
PROP UP (BO)
LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)
LIMIT OF PERMANENT
UTILITY EASEMENT
PROP CITY L.O. (TYP)PROP SHLO (TYP)
R&R UP (BO)
LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)
REMOD
REM
PROP 15" CORE
INTO DMH
PROP UP
W/ GUY (2) (BO)
PROP UP (BO)
PROP SERVICE
CONNECTION
LIGHTING DETAILS
SEE SHEET 32
45' - 6" SLOTTED PERFORATED
CPP (SUBDRAIN)
262' - 6"
SLOTTED-PERFORATED
CPP (SUBDRAIN)
32' - 6" SLOT-PERFORATED
CPP (SUBDRAIN)
140' - 6" SLOT-PERFORATED
CPP (SUBDRAIN)
44' - 6" SLOT-PERFORATED CPP (SUBDRAIN)
51' - 6" SLOT-PERFORATED CPP (SUBDRAIN)
67' - 6" SLOT-PERFORATED CPP (SUBDRAIN)
24' - 6" SLOT-PERFORATED CPP (SUBDRAIN)
36' - 6" SLOT-PERFORATED CPP (SUBRAIN)
79' - 6" SLOT-PERFORATED CPP (SUBRAIN)
191' - 6" SLOTTED
PERFORATED CPP
(SUBDRAIN)
21' - 6" SLOT-PERFORATED
CPP (SUBDRAIN)
HIGH POINT IN 6" SLOT PERFORATED CPP (SUBRAIN)
HIGH POINT IN 6" SLOT-PERFORATED
CPP (SUBDRAIN)
104
105
106
107
108
109
110
111
112
113 113+50
NUMBERL5C5L640 0 40 80
SCALE IN FEETCONTINUED ONSHEET NO. 26NNORTH KING ST
-
R
T
E
5
/
1
0 606555[75%]HD (UTILITIES PLANS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
LIMIT OF WORK
STA 110+50.00
N:2953995.3739
E:347268.2059
RET
ADJ
ADJ (BO)
WATER SUPPLY ALTERATIONS GAS SUPPLY ALTERATIONS
SEE BELOW NONE
LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)MATCH LINEMATCH LINEUTILITY PLAN
27
RET RET
ADJ
ADJ
ADJ
ADJ
RET (2)
RET
ADJ
ADJ ADJ (2)
ADJ (3)
RET
RET
RET (2)
RET
RET
RET
SANITARY SEWER DETAILS
SEE BELOW
DRAINAGE DETAILS
SEE BELOW
RET
RET
NOTE:
UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLE
SURFACE (I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TO
CONFORM WITH THE LINE AND GRADE OF SAID SURFACE. NO
EXCEPTION TO ADA OR MA AAB REQUIREMENTS WILL BE
GRANTED FOR THESE SURFACES
319 - 6" SLOT-PERFORATED
CPP (SUBDRAIN)
801
802 803
804
805
806
807 808 809 810 811 812
39 CB
38 CB D
37 DMH
D
35 DMH
36 GI
81' - 12" RCP
9' - 12" RCP
308' - 12" RCP
118' - 12" RCP
D34 DMH
4' - 12" RCP
DRAINAGE STRUCTURE TABLE
NAME
34 DMH
35 DMH
36 GI
37 DMH
38 CB
39 CB
EX DMH-62
STATION &
OFFSET
811+39.1 1 RT
810+17.1 2 RT
810+11 7 RT
807+04.7 3 RT
806+93.4 7 RT
803+98.2 10 RT
803+16.2 26 RT
RIM
ELEV.
164.04'
164.62'
164.50'
167.21'
167.11'
170.25'
171.31'
INV. ELEV. IN
I=159.80' (35 DMH)
I=160.52' (37 DMH)
I=160.62' (36 GI)
I=162.18' (38 CB)
I=163.00' (39 CB)
I=162.33' (EX DMH-64)
INV. ELEV. OUT
I=159.71' (32 DMH)
I=160.41' (34 DMH)
I=160.71' (35 DMH)
I=162.08' (35 DMH)
I=162.27' (37 DMH)
I=164.70' (EX DMH-62)
I=162.43' (EX DMH-65)40 0 40 80
SCALE IN FEET CONTINUED ONSHEET NO. 26NL
IM
I
T
O
F
W
O
R
K
S
T
A
8
0
0
+
7
1
.
4
3
N
:
2
9
5
1
3
3
5
.
5
0
5
4
E
:
3
4
6
6
4
5
.
8
9
3
5
HATFIELD STREET
COOKE AVENUEMATCH LINEMATCH LINE606555[75%]HD (UTILITIES PLANS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
RET RET
RET
RET
ADJ
WATER SUPPLY ALTERATIONS GAS SUPPLY ALTERATIONS
SEE SHEET 29 SEE BELOW
RET
RET
UTILITY PLAN
28
SANITARY SEWER DETAILS
SEE BELOW
DRAINAGE DETAILS
SEE BELOW
RETRET (2)
RET
RET (2)
RET
ADJ
RET
RET
NOTE:
UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLE
SURFACE (I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TO
CONFORM WITH THE LINE AND GRADE OF SAID SURFACE. NO
EXCEPTION TO ADA OR MA AAB REQUIREMENTS WILL BE
GRANTED FOR THESE SURFACES
R&R UP (BO)
PROP GUY (BO)
PROP GUY (BO)
RET
PROP GUY (BO)
PROP 12" CORE INTO DMH LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)
PROP GUY (BO)
RET
801
802 803
804
805
806
807 808 809 810 811 812
D
D
D40 0 40 80
SCALE IN FEET CONTINUED ONSHEET NO. 30NL
IM
I
T
O
F
W
O
R
K
S
T
A
8
0
0
+
7
1
.
4
3
N
:
2
9
5
1
3
3
5
.
5
0
5
4
E
:
3
4
6
6
4
5
.
8
9
3
5
HATFIELD STREET
COOKE AVENUEMATCH LINEMATCH LINE606555[75%]HD (UTILITIES PLANS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
WATER SUPPLY ALTERATIONS GAS SUPPLY ALTERATIONS
SEE SHEET 28
LIMIT OF TEMPORARY CONSTRUCTION
EASEMENT (TYP)
UTILITY PLAN
29
SANITARY SEWER DETAILS
SEE SHEET 28
DRAINAGE DETAILS
SEE SHEET 28
PROP 12" CL 52 DI PIPE
STA 806+96 22' LT
HYDRANT ASSEMBLY
(1) 12"x12"x6" ANCHOR TEE
(1) 6" GATE VALVE & BOX
(1) 6" NIPPLE, LENGTH AS REQUIRED
R&S HYD
STA 800+74, 9' LT
(1) 8"x8" TEE
(1) 8" NIPPLE
(1) 8"x12" REDUCER
(1) 12" NIPPLE
(1) 12" GATE VALVE & BOX
WATER
CLOSE 10" GATE VALVE
AND PLUG & CAP 10" PIPE
STA 800+86, 5' LT
22.5° 12" BEND RESTRAINED
STA 802+14, 3' RT
22.5° 12" BEND RESTRAINED
ABAN EXIST 10"
WATER PIPE
WATER MAIN UNDER
STORM DRAIN
SEE BELOW
WORK FROM STA 800+74 TO STA 814+50
IS NON-PARTICIPATING AND IS FUNDED
BY THE CITY OF NORTHAMPTON
1.5" COPPER SERVICE
1.5" COPPER SERVICE
1.5" COPPER SERVICE 1.5" COPPER SERVICE
3/4" COPPER SERVICE
1" COPPER SERVICE
8" DI SERVICE
701 702703
704812813814815816908 909
9109119
1
2
9
1
2
+
3
0
1011021031041234700DDD DDDDDD4004080SCALE IN FEETNHATFIELD STREETNORTH KING
ST
-
RTE
5
/10NORTH KING ST - RTE 5/10606555[75%]HD (UTILITIES PLANS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.SEE BELOWWORK FROM STA 800+74 TO STA 814+50IS NON-PARTICIPATING AND IS FUNDEDBY THE CITY OF NORTHAMPTONSEE SHEET 31WATERLIMIT OF PERMANENT UTILITY EASEMENTPROP CITY L.O. (TYP)PROP SHLO (TYP)UTILITY PLAN30SEE SHEET 26SEE SHEET 26LIMIT OF TEMPORARY CONSTRUCTIONEASEMENT (TYP)PROP 12" CL 52 DI PIPESTA 814+87, 21' RTHYDRANT ASSEMBLY(1) 12"x12"x6" ANCHOR TEE(1) 6" GATE VALVE & BOX(1) 6" NIPPLE, LENGTH AS REQUIRED1" COPPER SERVICESTA 816+39, 52' RT45° 12" BEND RESTRAINEDSTA 912+10, 30' LT(1) 12"x12" TEE(2) 12" NIPPLE(1) 12" GATE VALVE & BOX(1) 8"x12" REDUCER COUPLINGR&D 10" GATE VALVEABANDON 10"WATER PIPESTA 102+19, 13' RT(1) 12"x10" REDUCER COUPLINGWATER MAINUNDER STORMDRAINWATER MAIN UNDERSTORM DRAINWATER MAIN UNDERSANITARY SEWERR&S HYDHYDRANT BRANCHUNDER STORM DRAINMATCH LINEMATCH LINE CONTINUED ONSHEET NO. 29
WATER SUPPLY ALTERATIONSGAS SUPPLY ALTERATIONSSANITARY SEWER DETAILSDRAINAGE DETAILSLIGHTING DETAILSSEE SHEET 32STA 814+85, 57 RT(1) 12" GATE VALVESTA 100+47, 15 RT(1) 12" GATE VALVESTA 100+46, 36' RTHYDRANT ASSEMBLY(1) 12"x12"x6" ANCHOR TEE(1) 6" GATE VALVE & BOX(1) 6" NIPPLE, LENGTH AS REQUIREDSTA 102+25, 13 RT(1) 10" INSERT VALVESTA 814+50LIMIT OF NON-PARTICIPATINGWATER SUPPLY ALTERATIONS3/4 COPPER SERCIVE1.5" COPPER SERVICE
701 702703
704812813814815816908 909
9109119
1
2
9
1
2
+
3
0
1011021031041234700DDD DDDDDD4004080SCALE IN FEETNHATFIELD STREETNORTH KING
ST
-
RTE
5
/10NORTH KING ST - RTE 5/10606555[75%]HD (UTILITIES PLANS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.ADJ (BO)PROP GAS LINERELOCATION BO (TYP)SEE SHEET 30SEE BELOWGASBEGIN PROP GASRELOCATION (BO)STA 816+15 55' RTBEGIN PROP GASRELOCATION (BO)STA 703+02 5' LTBEGIN PROP GASRELOCATION (BO)STA 703+25 32' LTEND PROP GAS RELOCATION BOSTA 101+40 18' RTEND PROP GASRELOCATION BOSTA 101+76 23' LTEND PROP GASRELOCATION (BO)STA 101+63 19' LTLIMIT OF TEMPORARY CONSTRUCTIONEASEMENT (TYP)LIMIT OF PERMANENT UTILITY EASEMENTPROP SHLO (TYP)UTILITY PLAN31SEE SHEET 26SEE SHEET 26NOTE:UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLESURFACE (I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TOCONFORM WITH THE LINE AND GRADE OF SAID SURFACE. NOEXCEPTION TO ADA OR MA AAB REQUIREMENTS WILL BEGRANTED FOR THESE SURFACESWATER SUPPLY ALTERATIONSGAS SUPPLY ALTERATIONSSANITARY SEWER DETAILSDRAINAGE DETAILSLIGHTING DETAILSSEE SHEET 32
701 702703
704812813814815816908 909
9109119
1
2
9
1
2
+
3
0
10110210310412347004004080SCALE IN FEETNHATFIELD STREETNORTH KING
ST
-
RTE
5
/10NORTH KING ST - RTE 5/10606555[75%]HD (UTILITIES PLANS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIGHTINGUTILITY PLAN32NOTE:UTILITY STRUCTURES COVERS WITHIN AN ACCESSIBLESURFACE (I.E. CURB CUT RAMPS), SHALL BE ADJUSTED TOCONFORM WITH THE LINE AND GRADE OF SAID SURFACE. NOEXCEPTION TO ADA OR MA AAB REQUIREMENTS WILL BEGRANTED FOR THESE SURFACESCKT B2#10,#10G, 112" PVC CONDUIT (CKT B)UTILITY POLE(PROVIDE 3" RIGID STEELCONDUIT SWEEP AND RISERUP POLE PER UTILITYREQUIREMENTS;COORDINATE WITH UTILITY)3" PVC CONDUIT WITH PULL CORD.(PROVIDE IN ACCORDANCE WITHUTILITY REQUIREMENTS).2#10,#10G, 112" PVC CONDUIT (CKT A)PROPOSED LIGHTINGLOAD CENTERPOLE MOUNTED LIGHT FIXTURE.SEE DETAILS (TYP OF 14)SEE SHEET 30SEE SHEET 31SEE SHEET 26SEE SHEET 26WATER SUPPLY ALTERATIONSGAS SUPPLY ALTERATIONSSANITARY SEWER DETAILSDRAINAGE DETAILSLIGHTING DETAILSSEE BELOWPROP HANDHOLE (SD2.022)
606555[75%]HD (UTILITY DETAILS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
UTILITY DETAILS
33
LOCKABLE
HANDLE
SCREENED LOUVERS
EXTERIOR
ELEVATION
12"24"12"8"12"GRAVELSUB-BASEPANEL LP-1
3.00'4.00'1.25'1.83'
TO LIGHT POLES (CKT B)METER100A NEMA 3R FUSED
DISCONNECT SWITCH
NOT TO SCALE
LIGHITNG LOAD CENTER (LLC)
NOTES - LIGHTING LOAD CENTER:
1. ENCLOSURE SHALL BE NEMA 3R ALUMINUM CONSTRUCTION. FINISH SHALL BE UNPAINTED ALUMINUM. SUBMIT
ENCLOSURE EQUIPMENT (PANEL, METER, ETC LAYOUT FOR APPROVAL BY ENGINEER PRIOR TO INSTALLATION).
LIGHTING CONTACTOR
& CONTROL RELAYMETER
TO UTILITY POLE
(COORDINATE REQUIREMENTS WITH UTILITY)
TO LIGHT POLES (CKT A)
TIME CLOCK
(SEE WIRING DIAGRAM)
LOAD CENTER ENCLOSURE
RECEPTACLES
2#12,#12G,3 4"C
2LIGHTING CIRCUIT A 120
3 4
5 6
7 8
120/240, 1 PHASE, 3 WIRE
100 AMP BUS
22,000 AIC
20 LIGHTING CIRCUIT B
9 10
11 12
100A
20 20
20 15
SPARESPARE
SPARE
NOT TO SCALE
ELECTRICAL PANEL LP-1 LAYOUT
20 20
LIGHTING CONTACTOR & CONTROL RELAY
SPARELOAD CENTER ENCLOSURE RECEPTACLES
PHOTOCELL
(SEE WIRING DIAGRAM)
NOT TO SCALE
WIRE DIAGRAM FOR LIGHITNG CONTROLS
NOTE:
1. ALL CONTROL WIRING SHALL BE #12 AND SHALL BE INSTALLED IN CONDUIT (3 4"C).
2. FOR ELECTRICAL COMPONENT SPACING REQUIREMENTS ON THE CONTROL PANEL,
PLEASE REFERENCE NEC ARTICLE 409.
NORMALL OPEN, CLSOED, DURING DARKNESS,
TWIST-LOCK PHOTO ELECTRIC SWITCH (CELL)
INSTALLED ON TOP OF LIGHTING LOAD CENTER.
COORDINATE THE LOCATION ON CABINET TO BE IN THE
TOP LEFT OR TOP RIGHT CORNER WITH THE
PHOTOCELL EYE AIMED IN THE SOUTHWEST DIRECTION.
PC
T1 T1
TIME CLOCK WITH
ASTRONOMICAL FUNCTION
HANDAUTOOFFCR
C
C
LIGHTING CONTACTOR
(4-POLE, 20A, 240V MIN.)
CONTROL RELAY
SWITCH MOUNTED ON COVER
OF CONTACTOR ENCLOSURE
TO CKT B
TO CKT A
FROM LP-1,
CKT 2/4
FROM LP-1,
CKT 1/3
FROM LP-1,
CKT 15
NEW LIGHTING
LOAD CENTER
CONDUITS TO
LIGHT POLES
24" MIN.GROUND
INCOMING FEEDER
WIRES TO THE LLC
PIPE MOUNTING
CLAMP
INCOMING FEEDER
FROM UTILITY
TRANSFORMER
NOT TO SCALE
INCOMING SERVICE - UTILITY POLE TO LIGHTING LOAD CENTER DETAIL
NOTE:
1. COORDINATE ALL REQUIREMENTS WITH UTILITY.
FINISHED GRADE
ELEVATIONSECTION
ANCHOR BOLTS
SCHEDULE 40
PVC CONDUIT
SCHEDULE 40
PVC COUPLING
BOLT PROJECTION
TO MATCH ORNAMENTAL
POLE PATTERN
3 4" PVC GROUND
ROD SLEEVE
5 8" x 12' GROUND ROD
(COPPER CLAD STEEL)
NOTE:
1. CONTRACTOR TO PROVIDE PROFESSIONAL ENGINEER STAMPED
FOUNDATION DESIGN.
NOT TO SCALE
LIGHT STANDARD FOUNDATION48" MIN.18" MIN.
GRADE
1 1 36" MIN. COVERABOVE CONDUITCONTINUOUS MARKER TAPE
OVER EDGES OF DUCTBANK
CONDUIT
6" SAND
COVER AND
6" BASE 1'- 6"
NOT TO SCALE
CONDUIT TRENCH 14'FIXTURE AND POLE INSTALLATION
NO SCALE
ORNAMENTAL LIGHT POLE (BLACK)
DARK SKY COMPLIANT DECORATIVE HOUSING
ACCESS DOORPOLE BASE, SEE
LIGHT STANDARD
LIGHT FOUNDATION
DETAIL FINISH GRADE
CR2"CLASS "D"
CONCRETE
15'10" TO PHOTOMETRIC CENTERSIDEWALK ROADWAY /
DRIVEWAY
12"TYPE # 4 GRAVEL
LAWNS-COMPACT
IN 12" LAYERS.
ROADWAY-COMPACT
IN 6" LAYERS
6" X 24" CONDUIT
OPENING
#3@ 18" O.C.
BOTH WAYS-TOP
#5@ 12 O.C.
BOTH WAYS-BOTTOM
NOT TO SCALE
VERTICAL ILLUMINANCE DETAIL (AVERAGE FC AT CROSSWALKS)
NOTE:
1. DESIGN AND INSTALLATION BASED FROM HORIZONTAL AND
VERTICAL GUIDELINES AS EXPRESSED IN EIS DG-19-08.
GROUND ROD
#2 COPPER GROUNDING ELECTRODE
CONDUCTOR IN 3 4" CONDUIT
ENCLOSURE LIGHT
TOGGLE SWITCH
606555[75%]HD (UTILITY DETAILS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
UTILITY DETAILS
34
NUT WITH 1/4" PLATE WASHER
2"x4" WITH HOLE FOR ROD
THREADED RODS FROM
COLLAR TO VALVE
6'-WIDE 2,500# CONCRETE, CONCRETE ANCHORS TO
HAVE BEARING ON UNDISTURBED SOIL.
(SEE THREADED ROD TABLE)
6" VALVE MJxMJ
VALVE BOX
6" VALVE MJxMJ
MJ
1 CU. YD. WASHED 3/4"
STONE OR 1i" TRAP ROCK
POCKET AROUND DRAIN.
COVER STONE WITH
POLYETHELYENE
HYDRANT, SEE NOTE 5
CONCRETE THRUST
BLOCK TO SOLID EARTH,
SEE NOTE 3
PRECAST CONCRETE PAD6" D.I. NIPPLE, PExPE
LENGTH AS REQUIRED, PIPE
TO BE LAID FLAT OR LESS
THAN 0.50% PITCH
NOTES
1.ALL CONCRETE THRUST BLOCKS TO BE CAST-IN-PLACE (3000 PSI).
2.ALL MJ JOINTS SHALL HAVE RETAINER GLANDS
3.CARE SHALL BE TAKEN TO SHIELD HYDRANT BASE DRAIN HOLES DURING PLACEMENT OF THE CONCRETE THRUST
BLOCK. DRAIN HOLES SHALL BE VERIFIED AS OPEN AND FREE OF OBSTRUCTIONS PRIOR TO BACKFILLING.
4.CARE SHALL BE TAKEN TO SHIELD ALL MECHANICAL JOINT GLANDS AND BOLTS DURING PLACEMENT OF
CONCRETE THRUST BLOCK. ALL BOLTS AND GLANDS SHALL BE FREE AND UNOBSTRUCTED BEFORE BACKFILLING.
5.HYDRANT SHALL BE SET PLUMB. VERTICAL HYDRANT EXTENSIONS SHALL BE USED AS NECESSARY TO PROPERLY
LOCATE THE BREAKAWAY FLANGE PER MANUFACTURERS RECOMMENDATIONS. HYDRANT LOCATION TO BE
COORDINATED WITH CITY OF NORTHAMPTON WATER DEPARTMENT AND FIRE DEPARTMENT.
6.POLYETHYLENE SHEETING SHALL BE PLACED OVER THE FITTING AND/OR HYDRANT BASE TO PREVENT DIRECT
CONTACT OF CONCRETE WITH THE FITTING.
STREET
CURB
SIDEWALK
VARIES
BREAKAWAY FLANGE TO
BE SET ABOVE FINISHED
GRADE PER
MANUFACTURERS'
RECOMMENDATIONS
CONCRETE THRUST BLOCK TO
SOLID EARTH, SEE NOTE 4
CONCRETE THRUST
BLOCK TO
SOLID EARTH, SEE NOTE 4
MJ HYDRANT TEE
(ANCHOR TEE)
HYDRANT TEE
MJxMJxMJ
(ANCHOR TEE)
CONCRETE THRUST BLOCK TO
SOLID EARTH
SEE NOTE 3
HYDRANT, SEE NOTE 5
FINISHED GRADE
COUPLER AS REQUIRED
FOR PIPE SIZE AND TYPE
ADJUSTABLE VALVE BOX
STATIONARY ROD NOT
REQUIRED
COPPER SERVICE LINE
CURB STOPPROVIDE 2 CU. FT. OF
M1.03.0 TYPE c
COPPER
SERVICE LINE
EXISTING SERVICE LINEPROPERTYLINECORPORATION STOP
PROPOSED WATER MAINDEPTH AS REQUIRED,NOT LESS THAN 5'-0"UNLESS OTHERWISEAPPROVEDIF THE EXISTING SERVICE TO BE CONNECTED TO IS NOT COPPER, PROVIDE
APPROPRIATE COUPLING/ADAPTER AS REQUIRED.
COPPER SERVICE LINE SHALL BE CONTINUOUS FROM THE CORPORATION TO
THE CURB STOP.
WHERE WATER SERVICES CROSS SANITARY SEWERS, PROVIDE 6 INCHES OF
VERTICAL CLEARANCE AND MINIMUM 5' COVER GOING OVER SEWER OR
18-INCH VERTICAL CLEARANCE WHEN GOING UNDER SEWER.
ALL COPPER SERVICE PIPE TO BE ENCASED IN 12-INCHES OF SAND BORROW
AROUND THE PIPE.
1.
NOTES:
WATER MAIN
MJ ENDS WITH RETAINER GLANDS
WATER MAIN
COVER
EXTENSION STEM AND
EXTRA LONG GATE BOX
BOTTOM SECTIONS WHEN
TOP OF OPERATING NUT
ON VALVE IS 4i' OR MORE
BELOW GRADE
APPROVED GATE BOX
BOTTOM SECTION
APPROVED GATE BOX TOP
SECTION
GATE VALVE DIRECTION
TO OPEN RIGHT
REQUIRED 2-NOTCH
OPENINGSCONCRETE COLLAR-PLACE
AROUND VALVE BOX
PRIOR TO FINISH PAVING.
WATER MAIN
SEE NOTE 1
STANDARD GRAVEL
BORROW COMPACTED AS
SPECIFIED
UTILITY
IDENTIFICATION
TAPE
(NON DETECTABLE)
M1.03.0 TYPE c
COMPACTED AS
SPECIFIED FOR WATER
MAIN TRENCH IN ROCK
NEW WATER MAIN
3.
2.
1.
CONCRETE THRUST
BLOCK TO SOLID EARTH
SUPPORT THE UTILITY PIPE WHILE
INSTALLING WATER MAIN.
INSTALL WATER MAIN 18" VERTICALLY
FROM ANY UTILITY.
THE WATER MAIN SHALL HAVE A
MINIMUM OF 5' OF COVER, UNLESS
OTHERWISE NOTED.
45° BEND, MJ, BLOCKED
(TYP)
CONTROLLED DENSITY
FILL-EXCAVABLE
FLOWABLE FILL M4.08.0
(FROM PIPE INVERT TO
CENTERLINE OF EXISTING
UTILITY)5'-0" MINGRAVEL BORROW (TYP)
U-SHAPED RESTRAINING
BAR (TYP)
PROVIDE 4" HOOK
(TYP)
POLYETHYLENE
ENCASED
WATER MAIN
NOTES:
IN ROCKIN GRAVELSAWCUT ROADWAY IN AREAS
TO BE MILLED AND OVERLAID
FOR PERMANENT PATCH IN ROADWAY AREAS THAT ARE MILL AND
OVERLAY USE FULL DEPTH PAVEMENT MATERIALS SHOWN ON THE
TYPICAL SECTIONS (PAID UNDER ITEM 451). FOR TEMPORARY
PATCH IN ROADWAY AREAS THAT ARE FULL DEPTH PAVEMENT USE
2 INCHES SUPERPAVE MIX AND 18" OF GRAVEL BORROW (PAID FOR
UNDER ITEM 472).
1.
NOTES:606555[75%]HD (UTILITY DETAILS).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
UTILITY DETAILS
35
A
SECTION A-A FLOW8" SLOTTED
CPP SUBDRAIN
26" TOP FLANGE DUCTILE
IRON VALVE BOX TOP AND
COVER OVER 4"
CLEANOUT RISER
W/CLEANOUT ADAPTER &
PLUG OVER 4" BEND
SLOPE AS SHOWN ON
PLAN
8"x4" WYE
CONNECT TO EXISTING
SUBDRAIN
IF CONNECTING INTO AN
EXISTING SYSTEM
4" CLEANOUT ADAPTER
& PLUG
26" HIGH TOP FLANGE
DUCTILE IRON VALVE BOX
TOP AND COVER
4" BEND (2)
4" PVC CLEANOUT
CONNECT TO EXISTING
SUBDRAIN IF TYING
INTO AN EXISTING
SYSTEM
NOTES:
1. CLEANOUTS SHALL BE INSTALLED AT 500'
INTERVALS ALONG CONTINUOUS SUBDRAIN
SECTIONS.
2. CLEANOUT STRUCTURES SHALL BE LOCATED
OUTSIDE LIMITS OF THE GRASS LINED SWALE.
8" SLOTTED
CPP SUBDRAIN
A
PLAN
8"x4" WYE 4" BEND
PVC TO SLOTTED
CPP ADAPTER 5'-0" MIN. COVERUNLESS OTHERWISE SPECIFIED2.
3.
4.
701702
703704
807 808 809 810 811 812 813
814
815
816
900901902903904905906907908909910
911 912912+30
101
102
103
104 105 106 107 108
1234
30 0 30 60
SCALE IN FEETNHATFIELD STREET 606555[75%]HD (TEMP WATER).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
TEMPORARY WATER BYPASS
36
HMA SURFACE
SAND
6" BYPASS WATER MAIN
DETAIL A
-NO SCALE
6" BYPASS DRIVEWAY CROSSING
NOTES:
1.PIPING TO BE PLASTIC OR STEEL WITH A MINIMUM WORKING PRESSURE OF 200 PSI HAVING
PREVIOUSLY BEEN USED ONLY FOR LIKE WORK.
2.ALL PIPING OR HOSES CROSSING SIDEWALKS SHALL HAVE HMA PATCH RAMPS.
3.CONTRACTOR SHALL PROVIDE FULL-TIME ON-CALL BYPASS WATCH.
4.BYPASS WATER MAIN PIPE JOINTS SHALL BE SANDBAGGED AS DIRECTED BY THE ENGINEER.
SEQUENCE OF CONSTRUCTION
THE FOLLOWING SEQUENCE WAS USED AS A BASIS OF DESIGN FOR THE PROPOSED WATER MAIN.
1.INSTALL WATER MAIN IN HATFIELD STREET ADJACENT TO EXISTING WATER MAIN. BEGIN AT THE
INTERSECTION WITH COOKE AVENUE AND PROCEED NORTHERLY APPROXIMATELY 1,410 FT TO STATION
814+85
2.PRESSURE TEST AND DISINFECT HATFIELD ST MAIN
3.TRANSFER SERVICES FROM OLD MAIN TO NEW MAIN
4.CONTINUE NEW WATER MAIN CONSTRUCTION FROM HATFIELD ST STATION 814+85 TO NORTH KING ST
ROUNDABOUT TEE CONNECTION AT 912+20 AND HYDRANT BRANCH STATION 100+46 RT WITH VALVE
INSTALLED NORTH OF HYDRANT BRANCH.
5.INSTALL INSERT VALVE STATION 102+25.
6.ACTIVATE HATFIELD ST WATER MAIN UP TO NEW VALVE CLUSTER/FIRE HYDRANT AT ROUNDABOUT
7.INSTALL TEMP WATER MAIN FROM NEW HYDRANT STATION 100+46 RT TO EXISTING HYDRANT 105+50
8.NORTH KING ST CLOSE 8” GATE VALVE AT STATION 900+50
9.NORTH KING CLOSE 10” GATE VALVE STATION 700+60 (5 ' RT)
10.DE-ACTIVATE 10" HATFIELD MAIN AND ABANDON
11.CONNECT NEW KING ST WATER MAIN SOUTH
12.CONNECT NEW KING ST WATER MAIN NORTH
13.TRANSFER SERVICES
14.ABANDON KING ST WATER (STA 912+10 TO 102+19)
15.REMOVE TEMP WATER MAIN
COORDINATE WITH WATER DEPARTMENT FOR SHUT DOWNS OF ALL EXISTING WATER MAIN OR SERVICES
RUN BYPASS WATER MAIN BEHIND
THE GUARDRAIL
WATER MAIN BYPASS
LEGEND
CONNECT 6" BYPASS TO NEW FIRE
HYDRANT
6" BYPASS WATER MAIN
A
-
BYPASS WATER MAIN DRIVEWAY
CROSSING
CONNECT 6" BYPASS TO EXISTING
FIRE HYDRANT
10" INSERT VALVE
NORTH KING STREET
12" GATE VALVE
900901902903904905906907908909910911NONLYONLYPT +68.62PC +86.42PT +07.074004080SCALE IN FEETCONTINUED ON
SHEET NO. 38 NLIMIT OF WORKSTA 899 + 73.00NORTH KING ST - RTE 5/10MATCH LI
N
E
MATCH LI
N
E R&SRETRET606555[75%]HD (PAVEMENT MARKING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.12" SOLID YELLOW TRAVERSEDMARKINGS LINE - 1:1 @ 10' OCSWLSWLDBYL5'11'10'11'5'11'11'7'7'SWL200' SWLDBYLSWLSWLDBYLSWLDBYLR4-712" SOLID YELLOW TRAVERSEDMARKINGS LINE - 1:1 @ 10' OCR&RN: 2951700.9870E: 347671.6277MATCH EXISTINGPVMT MARKINGS ATLIMIT OF WORKM3-1M1-4 (5)M1-5 (10)M6-310' CWDBYLDBYLR2-1 (40)W11-1MA-W16-9P5'11'4'11'5'SYLSYL12" SOLID YELLOW TRAVERSEDMARKINGS LINE - 12:7 @ 10' OCDWLRETSIGN & PAVEMENT MARKING PLAN37DWLExDYLExW2-6W13-1(20)NOTE:FINAL LOCATION OF SPEED LIMIT SIGNS, R2-1(X-X), SHALL BE DETEMINED BY ASPEED STUDY TO BE COMPLETED BY MASSDOT.DBYLDBYLSTA 902+25STA 903+16STA 903+25STA 902+10STA 904+90STA 908+77STA 904+96DWLEx900+57'899+93'904+52'STA 904+39STA 904+97STA 904+39STA 904+97900+53'
701 702703
704812813814815816908 909 9109119
1
2
9
1
2
+
3
0
1011021031041234YIELDYI
E
L
D
YIELD YIELDPC +38.46PC +51.19PT +75.66PT +68.91PC +72.68PC +05.56PT +18.02PT +68.62PT +32.82PC +86.42
PC +80.70PC +18
.90PT +07
.07PT
+
9
7
.
6
7PT +57.38PC +76.63PC +43.56 PT +32.24PT +15.26700MATCH LINE
MATCH LINE4004080SCALE IN FEETCONTINUED ONSHEET NO. 40CONTINUED ONSHEET NO. 37NLIMIT OF FULL DEPTHRECONSTRUCTIONSTA 812 + 43.17HATFIELD STREETNORTH KING ST - RTE
5
/10NORTH KING ST - RTE 5/10MATCH LINE MATCH LINEMATCH LINEMATCH LINER&SR&SR&SR&R (BO)R&SRETR&SR&S606555[75%]HD (PAVEMENT MARKING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.PROP STAMPED CONCTRUCK APRON (SEE DETAIL)12" SOLID YELLOW TRAVERSEDMARKINGS LINE - 1:1 @ 10' OCSYLSYLSYLSWLSWL SW
LSYLSYL SYLSYLSWLSWLSWLDWLSWL
SWL SWLSWLDBYLSWLSWLSWLSYL2'10'5'10'2'13'2'2'15'7'2'11'5'2'11'5'5'11'2'2'11'5'7'11'11'7'SYLSYLRETW11-2W16-7PW11-2W16-7PW11-2W16-7PR4-7R4-7W11-2W16-7PR6-4ACONTINUED ON
SHEET NO. 39W11-1MA-W16-9PM3-1, M1-4 (5)MA-M1-5 (10), M5-1LM3-3, M1-4 (5)MA-M1-5 (10), M5-1R8'DBYLDBYLM3-3M1-4 (5)MA-M1-5 (10)M5-2LW2-6W13-1 (20)MA-D3-1A"N KING ST"MA-D3-1B"HATFIELD ST"MA-D3-1A"N KING ST"DBYLDBYLW2-6W13-1 (20)R1-2R1-2R1-2R1-2SWLDWLW11-2RRFBW16-7pW11-2RRFBW16-7pW11-2W16-7PW11-2W16-7PSIGN & PAVEMENT MARKING PLAN3810' CW10' CW10' CW10' CWDWLM3-1M1-4 (5)MA-M1-5 (10)M6-3NOTE:FINAL LOCATION OF SPEED LIMIT SIGNS, R2-1(X-X), SHALL BE DETEMINED BY ASPEED STUDY TO BE COMPLETED BY MASSDOT.10' CWDWELxDWE
L
x
DWELxSTA 700+64STA 700+31STA 701+14STA 701+41STA 702+42702+42STA 702+68STA 703+27STA703+59STA 703+85STA 100+89STA 101+99STA 101+16STA 101+62R4-7R4-7
104105106107108109110111112113113+50ONLYPC +78.91PT +68.91PT +19.83MATCH LINEMATCH LINE
4004080SCALE IN FEETCONTINUED ONSHEET NO. 38 NNORTH KING ST - RTE 5/10RETR&SR&SR&R TO STA 110+50606555[75%]HD (PAVEMENT MARKING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.LIMIT OF WORKSTA 110+50SWL125' SWLDBYLSWL7'11'10'11'7'SYLSYLMATCH EXISTPVMT MARKINGSAT LIMIT OF WORKN: 2953995.3739E: 347268.205911'5'2'2'11'5'R4-7R4-7SYLSYLSWLSWL10' CW12" SOLID YELLOW TRAVERSEDMARKINGS LINE - 1:1 @ 10' OCR&SRETR&SDBYLDBYL12" SOLID YELLOW TRAVERSEDMARKINGS LINE - 1:1 @ 10' OCR3-710'CWSIGN & PAVEMENT MARKING PLAN39NOTE:FINAL LOCATION OF SPEED LIMIT SIGNS, R2-1(X-X), SHALL BE DETEMINED BY ASPEED STUDY TO BE COMPLETED BY MASSDOT.R&R FROM STA 104+90R2-1(45)W11-2W16-9PSTA 103+92STA104+68STA 105+97106+62STA 110+50STA 105+90DBYLDBYLSTA104+26STA 106+41STA 108+19R4-7DWLExR&R TO STA 110+50R&R FROM STA 104+90R2-1(40)
801802803804805806807808809810811812L9L10L11L12C8C9C10PC +87.52PC +08.10PC +41.90PT +41.48PT +61.39PT +18.024004080SCALE IN FEETCONTINUED ON
SHEET NO. 38 NLIMIT OF WORKMATCH EXISTINGSTA 800 + 71.43HATFIELD STREETCOOKE AVENUEMATCH LINE
MATCH LINE RET606555[75%]HD (PAVEMENT MARKING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.N: 2951335.5054E: 346645.8935DBYLRETRETRETRETR&RMATCH EXISTPVMT MARKINGSAT LIMIT OF WORKSL10' CW
10' CWW11-2RRFBW16-7PW11-2RRFBW16-7PW11-2RRFBW16-7PW11-2RRFBW16-7PSIGN & PAVEMENT MARKING PLAN40STA 801+04VARIES(10' MINIMUM)VARIES(10' MINIMUM)W17-1W13-1 (20)STA 799+88, 14' RTW17-1W13-1 (20)W17-1W13-1 (20)W17-1W13-1 (20)R&S
606555[75%]HD (SIGN SUMMARY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
FEET
SQUARE
AREA IN
REQ'D.
AND NO.
SIZE
POST
BORDERLEGENDGROUND
BACK-
COLOR
REQ'D
SIGNS
OF
NUMBER
RTE MKR
ARROW
SPACING
VERTICAL
HEIGHT
LETTER
TRAFFIC SIGN SUMMARY
TEXT
(IN)
HEIGHT
(IN)
WIDTH
SIZE OF SIGN
NUMBER
I.D.
W16-7P
30 30 2 12.5
TEXT DIMENSIONS (IN)
SEE MUTCD STANDARDS
FOR LOCATION OF SIGNS SEE SIGN & PAVEMENT MARKING PLAN SHEET NOs 37-40
R4-7 24 30 8 40
8
P5
R6-4A 48 24 4 32
4
P5
R2-1 24 30 1 10
1
P5
R1-2 30 30 6 37.5
6
P5
W13-1 18 18 7 15.75
W/W2-6
MOUNT
W2-6 30 30 3 18.75
3
P5
R3-7 30 30 6.25
1
P5
1
W11-2 30 30 81.25
9
P5
13
--EACH-6RRFB
FEET
SQUARE
AREA IN
REQ'D.
AND NO.
SIZE
POST
BORDERLEGENDGROUND
BACK-
COLOR
REQ'D
SIGNS
OF
NUMBER
RTE MKR
ARROW
SPACING
VERTICAL
HEIGHT
LETTERTEXT
(IN)
HEIGHT
(IN)
WIDTH
SIZE OF SIGN
NUMBER
I.D.
TEXT DIMENSIONS (IN)
SEE MUTCD STANDARDS
M6-3 21 15 2 4.4
M5-1R 21 15 1 2.19
M3-3 24 12 2 4
M3-1 24 12 3 6-
-
-
-
367.5P5
44
TOTAL ON
THIS SHEETTHE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)" WILL GOVERN (LATEST EDITION).
NOTE :ALL SIGNS, WARNING, REGULATORY, AND ROUTE MARKERS SHALL BE FABRICATED WITH
HIGH INTENSITY REFLECTIVE SHEETING, SECTION M 9.30.0 AND TYPE III (ENCAPSULATED
LENS) OR TYPE IV (NON-METALIZED PRISMATIC LENS) SECTION M 9.30.0.
M5-1L 21 15 1 2.19-
MA-D3-1
MA-D3-2
24
24
12
12
N King St
Hatfield St
2
1
EACH
MOUNT 1
P5
EACH
1
P5
1
W/ R1-2
W16-19P
W11-1
24 18 2 6MOUNT
W/W11-1
24 12 12 24MOUNT
W/W11-2
2
P5
SIGN SUMMARY
41
ON
ROADWAY M5-2L 21 15
FYG BLACK BLACK
WHITE RED RED
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
WHITE BLACK BLACK
YELLOW BLACK BLACK
GREEN WHITE WHITE
GREEN WHITE WHITE
YELLOW BLACK BLACK
FYG BLACK BLACK
YELLOW BLACK BLACK
YELLOW BLACK BLACK
YELLOW BLACK BLACK
2.19-1
W16-9P 24 12 1 FYG BLACK BLACK 2-
UPPER
NA
NA
CASE
6D
LOWER
CASE
4D
UPPER
CASE
6D
LOWER
CASE
4D
ABOVE
TEXT
2.75"
BELOW
TEXT
3.25"
ABOVE
TEXT
3"
BELOW
TEXT
3"
M1-4 24 24 5 204
P5
WHITE BLACK BLACK
MA-M1-5 24 24 5 20
OTHER
MOUNT
WHITE BLACK BLACK
W17-1 30 30 4 YELLOW BLACK BLACK 25
4
P5
W/W17-1 WITHSEE MASSDOT STANDARD
606555[75%]HD (TYPICAL DETAILS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.NOTES:* TOLERANCE FOR CONSTRUCTION ±0.5%7.5%*1.5%*
1.5%*GRANITE CURBEDGE OF ROADNOTES:* TOLERANCE FOR CONSTRUCTION ±0.5%**WHEELCHAIR RAMP 1 IS DIRECTLY ADJACENT TO THE GRANITECURB AND DOES NOT HAVE A LANDSCAPED AREA BUFFER.6" REVEAL0" REVEALNOT TO SCALEWHEELCHAIR RAMP - TYPE 1DETECTABLE WARNING PANELCEM CONCSIDEWALK1.5%*LEVEL
5' MINLEVEL ENTRANCETRANSITION RAMP LENGTH6" REVEAL3" REVEAL0" REVEALTYPICAL WHEELCHAIR RAMP - TYPE 2WCR #STREETRAMP REFERENCEPOINTWIDTH OFSIDEWALK(W)PERPENDICULARRAMP LENGTH(W1)PATH OFTRAVELMIN. 3' (WT)PERPENDICULARRAMP SLOPE(S1)ROADWAYGUTTERSLOPETRANSITION RAMP LENGTHSTATIONOFFSETLEFT SIDERIGHT SIDE3KINGSTREET911+9123' LT5'-0"5'-0"5'-0"7.50%2.60%1'-6"6'-0"4911+9421' RT5'-0"6'-6"5'-0"7.50%1.90%0'-0"0'-0"5100+3333' RT5'-0"8'-6"5'-0"7.50%2.50%2'-6"0'-0"6100+3128' LT5'-0"5'-0"5'-0"7.50%2.50%1'-6"6'-0"7HATFIELDSTREET816+4023' LT5'-0"5'-0"5'-0"7.50%2.30%1'-6"8816+4226' RT5'-0"5'-0"5'-0"7.50%2.20%1'-6"6'-0"9KINGSTREET103+8323' RT5'-0"0'-0"5'-0"7.50%2.00%6'-6"10103+8221' LT5'-0"5'-0"5'-0"7.50%1.60%1'6"4'-0"13HATFIELDSTREET800+9912' RT5'-0"5'-0"5'-0"7.50%2.00%0'0"0'0"14801+0015 LT5'-0"3'-3"5'-0"7.50%2.20%0'0"0'0"15807+0712 RT5'-0"5'-0"5'-0"7.50%1.50%0'0"0'0"16807+0613 LT5'-0"4'-6"5'-0"7.50%1.50%0'0"0'0"W
5'-0" MIN.WT"LEVEL LANDING"1.5%* SLOPE FOR DRAINAGENON-WALKING LANDSCAPED AREAGRADED TO MEET ADJOINING CURBAND SIDEWALK SURFACESNON-WALKING LANDSCAPED AREAGRADED TO MEET ADJOINING CURBAND SIDEWALK SURFACES1.
5
%
*SIDEWALK6"1.
5
%
*RIGHT SIDETRANSITIONLEFT SIDETRANSITION1.
5
%
*LEVEL7.5%* MAX7.5%* MAX7.5
%DETECTABLE WARNING PANEL(SEE E 107.6.5)PLAIN CEMENT CONCRETEFLUSH SURFACEGRANITE CURBGRANITE CURBNOT TO SCALEWHEELCHAIR RAMP - TYPE 2CONSTRUCTION DETAILS42NON-WALKING LANDSCAPED AREAGRADED TO MEET ADJOINING CURBAND SIDEWALK SURFACESSIDEWALK AND WHEELCHAIR RAMP NOTES:1.WALKWAY CROSS SLOPES, FOR BRICK, CEMENT CONCRETE AND BITUMINOUS CONCRETE, AS INDICATED INTHE STANDARD SPECIFICATIONS, SHALL BE 1.5%. A CONSTRUCTION TOLERANCE OF 0.5% IS ACCEPTABLEON WALKWAYS. (REFER TO STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, SECTION 700.) INACCORDANCE WITH 521 CMR THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD(AAB), THE WALKWAY CROSS SLOPE CANNOT EXCEED 2.0%.2.LOW SIDE TRANSITION LENGTH SHALL BE A MINIMUM OF 6'-6".3.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" (EXCLUSIVE OF CURB WIDTH) SHALLBE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, SIGNS, SIGNAL FOUNDATIONS AND MASTS,MAILBOXES, ALONG DRIVE OPENINGS, ETC.).4.THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5% WITH A CONSTRUCTIONTOLERANCE OF 0.5%±. HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDINGCONDITIONS.5.IN NO CASE WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACHSIDE OF THAT STOP LINE.6.FIXED OBJECTS (I.E. UTILITY POLES, HYDRANTS, SIGN, SIGNAL FOUNDATIONS, ETC.) MUST NOT ENCROACHON ANY PART OF THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES.7.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS, TO BE LOCATEDOUTSIDE THE CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALKWHENEVER POSSIBLE.8.CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE LOCATEDUPGRADE OF THE RAMP ENTRANCE.THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THEROADWAY.9.TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE, PLACED PARALLEL TO THE LINE OF SLOPE,THERE SHALL BE NO DEVIATION FROM A TRUE SURFACE IN EXCESS OF 1/4".10.DETECTABLE WARNING PANELS ARE REQUIRED ON ALL OF THE PROPOSED WHEELCHAIR RAMPS AND ARETO BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION STANDARD E 107.6.5 (OCTOBER 2017).11.BLENDED DRIVEWAY TRANSITION RAMPS SHALL NOT EXCEED 5% IN THE DIRECTION OF PEDESTRIANTRAVEL.TYPICAL WHEELCHAIR RAMP - TYPE 1WCR #STREETRAMP REFERENCEPOINTMASSDOTIDENTIFIERWIDTH OFSIDEWALK(W)PATH OFTRAVELMIN. 3'ROADWAYGUTTERSLOPETRANSITIONRAMP LENGTHSTATIONOFFSET1**KINGSTREET902+2032' LT5'-0"3'-0"-2.20%6'-6"2903+1925' LT5'-0"5'-0"1.40%9'-0"11105+9233' LT13,401.005'-0"3'-0"-1.50%6'-6"12**106+4925' LT13,402.005'-0"3'-0"1.85%9'-0"ROADWAY PROFILEGRADE, %TRANSITIONLENGTH** BASED ON A DESIGN SLOPE OF7.5% AND CURB A REVEAL OF 6".0>0-1>1-2>2-3>3-4>4NOTE:6'-6"7'-8"9'-0"11'-0"14'-0"15'-0" MAXHIGH SIDE TRANSITION FOR GRANITECURB LENGTH**HSL = HIGH SIDE TRANSITION LENGTHLSL = LOW SIDE TRANSITION LENGTHW = SIDEWALK WIDTHW = PERPENDICULAR RAMP LENGTH* = TOLERANCE FOR CONSTRUCTION ±.5%USABLE SIDEWALK WIDTH PER AAB = W-WRAMP LENGTH, W =W - 4'-0"WCR = WHEELCHAIR RAMP1C1LEGENDDRIVEWAY TRANSITION RAMPDWY #STREETRAMP REFERENCEPOINTWIDTH OFSIDEWALK(W)PATH OFTRAVELMIN. 3' (WT)ROADWAYGUTTERSLOPETRANSITION RAMP LENGTHSTATIONOFFSETLEFT SIDERIGHT SIDE1KING STREET905+2118' LT5'-0"5'-0"0.75%6'-6"7'-8"2906+4118' LT5'-0"5'-0"0.90%6'-6"7'-8"3907+4018' LT5'-0"5'-0"0.90%6'-6"7'-8"4909+3019' LT5'-0"5'-0"1.20%6'-6"9'-0"5910+2823' LT5'-0"5'-0"2.40%6'-6"11'-0"6ROUNDABOUT700+043' RT5'-0"5'-0"0.25%9'-0"6'-6"7KING STREET102+6224' LT5'-0"5'-0"2.12%6'-6"11'-0"9**103+1026' RT5'-0"3'-0"1.60%9'-0"6'-6"10HATFIELDSTREET807+3912' RT5'-0"3'-0"1.50%6'-6"9'-0"11809+6312' RT5'-0"3'-0"0.66%6'-6"7'-8"12811+2712' RT5'-0"3'-0"0.59%6'-6"7'-8"7.5%*1.5%*GRANITE CURBEDGE OF ROADNOTES:INSTALL A 3' MIN WIDE WALKWAY THROUGH DRIVEWAYS. CROSSSLOPE SHALL NOT EXCEED 1.5%* SLOPE.* TOLERANCE FOR CONSTRUCTION ±0.5%**NO LANDSCAPE AREA AT DRIVEWAY. SIDEWALK AT BACK OF CURB.6" REVEAL0" REVEALNOT TO SCALEDRIVEWAY TRANSITION RAMPCEM CONCSIDEWALKDRIVEWAY RAMP1.5%*LEVEL
5' MINLANDSCAPEDAREA DRIVEWAY
7.5%*1.5%*GRANITE CURBEDGE OF ROAD6" REVEAL0" REVEALCEM CONCSIDEWALKDRIVEWAY RAMP1.5%*LEVEL
5' MIN
RIGHT SIDETRANSITION RAMPLANDSCAPEDAREADRIVEWAYLEVEL LANDINGLEFT SIDETRANSITION RAMP6"REVEALWHEELCHAIRRAMP6"6"NOTES:3" REVEAL FOR WCR 13,14,15, AND 161.5%*GRANITE CURBHATFIELD STREETNOTES:1. CROSSWALK ON HATFIELD STREET IS A RAISED CROSSWALK2. ALL REVEALS BASED ON NORMAL ROAD SURFACE PRIOR TO3" RAISED CROSSWALK CONSTRUCTION.* TOLERANCE FOR CONSTRUCTION ±0.5%NOT TO SCALEWHEELCHAIR RAMP 15CEM CONCSIDEWALK1.5%*2'-8"0" REVEAL7.5%*1.5%*0" REVEAL3" REVEAL(SEE NOTE 2)3" REVEAL7.5%*6" REVEAL(SEE NOTE 2)3' MIN11'6"4'6"5'166.93'167.00'166.95'166.89'166.82'166.88'WALMART BACKDRIVEWAY
W
1 3" REVEAL(SEE NOTE 2)
606555[75%]HD (TYPICAL DETAILS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.NOT TO SCALESTAMPED CONCRETE TRUCK APRONRAISED ROUNDABOUT CIRCLE6" REVEALGRAN CURB (TYP)1" PREMOLDED EXPANSIONJOINT WITH CAULKINGSTAMPED AND COLORED (QUARRYRED) CEM CONC6"GRANITE CURB WITH BEVELEDEDGE FOR TRUCK APRON20' TRAVEL LANE3'6"TRUCK APRON2.0%12"4"16"
10"SEE TYPICAL SECTIONSFOR PAVEMENT DETAILS8" GRAVEL BORROWM1.03.0 TYPE b4000 PSI, 3/4 IN., 610CEM CONC18'CONSTRUCTION DETAILS432" SUPERPAVE18" GRAVEL BORROWSELECT NATIVEBACKFILL12" GRAVEL BORROW FROMTEMPORARY TRENCH PATCH5" SUPERPAVESAWCUTPROP INTERMEDIATE COURSE*PROP SURFACE COURSE*1.75"SAWCUT12"PROP BASE COURSE*PROP SUBBASE*MILL EXIST PAVEMENT 1 FOOTBACK FROM SAWCUT*USE PROPOSED FULL DEPTH RECONSTRUCTION PAVEMENT SECTIONSSEE SHEET 4 FOR PAVEMENT NOTESNOT TO SCALETYPICAL BUTT JOINT TO EXISTING PAVEMENTNOT TO SCALEPERMANENT TRENCH REPAIRNOT TO SCALETEMPORARY TRENCH REPAIR8"36" MIN.COVERABOVECONDUIT WARNING TAPE BURIED HERE."ELECTRICAL WIRES BURIED BELOW"CONTINUOUS OVER ALL CONDUITSEX1'MIN.OTHER UTILITY CONDUITSURFACE AND BASETREATMENT VARIESNOT TO SCALECONDUIT TRENCHNOT TO SCALECROSSWALK DETAILTRAFFICFLOW10'TRAVEL
LANE
(TYP)
TRAVEL
LANE
(TYP)TRAFFICFLOW2' TYP2' TYPPEDESTRIAN SIGN (W11-2) &DOWNWARD POINTING ARROWSIGN (W16-7p) (TYP EACH SIDE)5' MAX (TYP)NOTES:1.ALL CROSSWALKS SHALL HAVE 2' WIDE THERMOPLASTIC STRIPES AT 4' ON CENTER COVERINGTHE ENTIRE WIDTH OF THE STREET, EXCLUDING MANHOLES AND CATCH BASINS.2.PROVIDE PEDESTRIAN SIGN (W11-2) WITH DOWNWARD ARROW (W16-7p) WITHIN 5' PRIOR TOCROSSWALK ON EACH SIDE OF ROAD. PROVIDE SIGNS ON BOTH SIDES OR EACH POST FORSTREETS WITH A MINIMUM SPEED OF 30 MPH OR WITH VOLUMES GREATER THAN 400 VEHICLESPER DAY. SIGNS SHALL HAVE A FLUORESCENT YELLOW-GREEN BACKGROUND.3.ALL SIGNAGE TO BE IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD AND CITY OFNORTHAMPTON STANDARDS.4.PLACEMENT OF SIGNS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER.TRAFFIC
FLOW
TRAFFIC
FLOW
6'12" WHITE MARKINGTYP12"TOP OF RAMP/CROSSWALK LINEBOTTOM OF RAMPNOT TO SCALERAISED CROSSWALK PAVEMENT MARKINGSNOTE:1.SEE FIGURE 38-29 IN THE MUTCD FOR MOREDETAIL.SIDEWALKSIDEWALKPLANSECTION A-AAA5'SAWCUT ANDMATCH (TYP)SUPERPAVE0.4% MIN CROSS SLOPE(FOR DRAINAGE)PROP FULLDEPTH PAVEMENT3"5'6'6'2" MILL & OVERLAY(TYP)NOT TO SCALERAISED CROSSWALKNOTES:1.RAISED CROSSWALKS ARE LOCATED AT 801+00 AND 807+06 ONHATFIELD STREET.WWF 4X4-W1.4XW1.43" (TYP)10"MOUNTABLE GRANITESTONE CURB6" GRANITE CURB VBTRUCK APRON CONCRETE PAVEMENT JOINT LAYOUTGRASSED CENTER ISLANDCONTRACTIONJOINT(TYP.)EXPANSION JOINT(TYP.)NOTE:1.CONTRACTOR TO INSTALL RADIAL EXPANSIONJOINTS WHERE NECESSARY FOR CONSTRUCTION PURPOSES.2.2 LAYERS OF W.W.F (TYP.)12°27'20"2 LAYERS OF W.W.F (TYP.)PLAN VIEW9'9'WELDED WIRE FABRIC PLACEMENT SECTION VIEW2' TYP2' TYP
606555[75%]HD (TYPICAL DETAILS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.CONSTRUCTION DETAILS441" REBAR FOR BAGREMOVAL FROM INLETDUMP STRAP(TYP OF 2)1" REBAR FOR BAGREMOVAL FROM INLETTREE PROTECTION - EXISTING TREENO SCALE12 (MAX)VARIES4'-0"VARIESTIE INTO EXISTING GRADING6" LOAM AND SEEDLAWN MIX (TYP)UNDISTURBEDSUBGRADEGRASS LINED SWALENO SCALEEROSION CONTROL NOTES:1.ALL EROSION CONTROL MEASURES SHOWN, SPECIFIED AND REQUIRED BY THE ENGINEER SHALL BE INSTALLEDPRIOR TO ANY CONSTRUCTION OR IMMEDIATELY UPON REQUEST. MAINTAIN ALL SUCH CONTROL MEASURESUNTIL FINAL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS ESTABLISHED.2.PRIOR TO STARTING WORK, CLEARLY STAKE WORK LIMIT LINE(S). DO NOT DISTURB VEGETATION AND TOPSOILBEYOND THE PROPOSED LIMIT LINE(S). COORDINATE WITH THE ENGINEER THE LOCATIONS FOR THETEMPORARY STOCKPILING OF TOPSOIL DURING CONSTRUCTION.3.SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS, TO BE A MAXIMUM GRADE OF 2:1,COMPACTED, STABILIZED, LOAMED AND SEEDED AS SHOWN ON PLANS. ALL SIDE SLOPES SHALL BEIMMEDIATELY FINE GRADED AND SEEDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.4.SILT TRAPPED AT BARRIERS SHALL BE REMOVED AND DISPOSED OF IN UPLAND AREAS OUTSIDE BUFFER ZONES.MATERIALS DEPOSITED IN ANY TEMPORARY SETTLING BASIN SHALL BE REMOVED AT THE COMPLETION OFPROJECT. ALL DISTURBED AREAS TO BE RESTORED.5.ALL SILT-LADEN WATER MUST BE SETTLED OR FILTERED TO REMOVE SEDIMENTS PRIOR TO RELEASE TO THEWATERWAY IN A SEDIMENTATION OR FILTER BAG LOCATED DOWNSTREAM OF THE DEWATERED AREA.6.DEWATER AS NECESSARY TO KEEP CONSTRUCTION AREAS FREE OF WATER. DISCHARGE WATER FROMDEWATERING TO APPROPRIATE LOCATION WITHOUT SEDIMENTATION.7.ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS SHALL BE SWEPT AWAY AT THE END OF EACH DAY.INLET SEDIMENTATION CONTROL DEVICENO SCALE12 (MAX)NOTE: FOR LONGITUDINAL SLOPES GREATER THAN5% ADD GEOTEXTILE FOR PERMANENT EROSIONCONTROL FROM TOP OF FORESLOPE TO TOP OFBACKSLOPE3'-6"
7'-0" MIN
ABOVE SIDWALK SOLAR PANEL ASSEMBLYWITH ROUND POST MOUNTORIENTATION FACING SOUTHSIGN W11-2RECTANGULARRAPID-FLASHINGBEACONSIGN W16-7PPEDESTRIAN PUSHBUTTON AND SIGNASSEMBLY3" MAX
3" MAXCONTROLCABINETENCLOSURE WINDBEAM (TYP)SIGN W11-2SIGN W11-2SOLAR PANEL ASSEMBLYWITH ROUND POSTMOUNT ORIENTATIONFACING SOUTHRECTANGULARRAPID-FLASHINGBEACONRECTANGULARRAPID-FLASHINGBEACONSIGN W16-7PSIGN W16-7PPEDESTRIAN PUSHBUTTON AND SIGNASSEMBLYMATCHLINEMATCHLINE4" TUBULARROUND STEELFRONT ELEVATION VIEWSIDE ELEVATION VIEWNOTES:1.CONTROL CABINET ENCLOSURE SHALL BE SIZED PER THE RRFB MANUFACTURER.NOT TO SCALERECTANGULAR RAPID FLASHING BEACONNOTES:1.STONE CHECK DAMS TO BE SPACED AT 100 FT INTERVALS ALONG GRASS LINED DRAINAGE SWALE, UNLESS OTHERWISESHOWN ON THE DRAWING.2.LOCATE CHECK DAM ACROSS SWALE NO FARTHER THAN 20 FT AND NO CLOSER THAN 6 FT UPSTREAM OF CULVERT.3.APPLY COMPOST MATERIAL OVER AND WITHIN THE MODIFIED ROCKFILL. MATERIAL SHOULD BE PLACED SO THAT SETTLEDMATERIAL IS AT OR SLIGHTLY BELOW SURFACE PLANE OF STONE AND SHALL BE WORKED INTO THE VOIDS OF THE MODIFIEDROCK FILL. COMPOST SHALL BE PNEUMATICALLY APPLIED.4.SEED OVER COMPOST SHALL BE ITEM 765. SEEDING.6113' MINFLOWVARIESVARIES (DEPTH VARIES)DRAINAGESWALEDRAINAGESWALE12" PLACED MODIFIEDROCKFILL. COMPOSTOVER AND WITHIN VOIDS,WILDFLOWER MIX OVERMEET EXIST GRADEMEET EXIST GRADEFLOWCHECK DAM HEIGHT(SEE PLAN)12"1:1 SLOPE12"6ORDINARY BORROW2'12"12"EXISTING GROUND3%MEET EXIST GRADESEE NOTE 3MEET EXIST GRADE3%PROP BOTTOM OF SWALE9"DENSE GRADED CRUSHEDSTONE (DEPTH VARIES)MIN DEPTH = 12 INCHES12"6:1SLOPE
VARIES
FLOW3' MINFLOWAASEE NOTE 33%3%PROP BOTTOMOF SWALELIMIT OF STONELC6:1STONE CHECK DAMNOT TO SCALEBBSECTION B-BSECTION A-APLAN VIEWCONSTRUCTION ZONEFENCE AND POSTMATERIAL PERSPECIFICATIONS.PLACE FENCE AS SHOWNON PLANS AND AS CLOSETO CONSTRUCTION LIMITS(AS FAR FROM TRUNK) ASPOSSIBLENO TRESPASSING, STORAGE OFEQUIPMENT, OR STOCKPILING OFMATERIALSPLACE FENCE AS SHOWN ONPLANS AND AS CLOSE TOCONSTRUCTION LIMITS (AS FARFROM TRUNK) AS POSSIBLEEXISTINGTREESLIMITCANOPY/ROOTZONETREE ROOT ZONE/PLANT PROTECTION ZONECANOPY DRIP LINEPLAN VIEW - FENCE PROTECTION OF ROOT ZONESECTION - FENCE PROTECTION OF ROOT ZONECONSTRUCTION ZONE
TREE ROOT ZONE/PLANT PROTECTION ZONENO TRESPASSING,STORAGE OF EQUIPMENT, ORSTOCKPILING OF MATERIALSIN ROOT ZONEENSURE FIRM CONTACT WITHGROUND TO PREVENT FLOWUNDERNEATH TUBESFOR SLOPES 3:1 OR ASNECESSARY, STAKE OROTHERWISE SUPPORT TUBES(I.E., TREES, CINDER BLOCKS)AREA OF SOILDISTURBANCEBIODEGRADABLEFABRICPROTECTED ZONESECTIONFLOW12" dia.*installedCAPTURE SEDIMENT ANDPREVENT FLOW OFF SITE*9 INCH MAY BE USED FOR FLATTER SURFACESWITH APPROVAL FROM ENGINEERREDUCE HIGH WATERFLOW ONTO WORK ZONEPLACE TUBE AS CLOSE TO LIMIT OF SOIL DISTURBANCEAS POSSIBLE, ALONG CONTOURS, AND PERPENDICULARTO FLOW.ADJUST LOCATION AS REQUIRED FOR OPTIMUMEFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.CURVE ENDSUPHILLEXISTINGTREEMIN. 3 FT OVERLAPFOR CONTINUOUSBARRIER.HARDWOOD STAKES PLACEDOUTSIDE OF TUBES OR PERMANUFACTURERS' INSTRUCTIONPROTECTED ZONEPLAN VIEW FLOWSEDIMENT BARRIER - COMPOST FILTER TUBENO SCALE
NORTH KING STREET (NORTH) CONSTRUCTION BASELINE DATANUMBERL5C5L6C6L7C7L8STARTINGSTATION100+00.00100+38.46100+75.66102+51.19103+68.91107+78.91108+19.83NORTHING2952957.8372952995.5062953032.2782953206.9882953323.5922953727.3262953767.717EASTING347110.171347117.920347123.468347140.394347156.330347227.739347234.316CURVE DATAR=350.00' Δ6°05'26"L=37.21' T=18.62'R=1500.00' Δ4°29'47"L=117.72' T=58.89'R=1500.00' Δ1°33'48"L=40.92' T=20.46'LINE DATAN11°37'28"E38.46'N5°32'02"E175.53'N10°01'49"E410.00'N8°28'01"E530.16'ENDINGSTATION100+38.46100+75.66102+51.19103+68.91107+78.91108+19.83113+50.00NORTHING2952995.506DRIVEWAY CONSTRUCTION BASELINE DATANUMBERL15C13L16C14L17STARTINGSTATION0+00.000+43.561+15.263+76.634+32.24NORTHING2953215.6992953222.3072953187.1432952936.6232952890.321EASTING347141.264347098.204347042.696346968.167346938.670CURVE DATAR=RHATFIELD STREET CONSTRUCTION BASELINE DATANUMBERL9C8L10C9L11C10L12C11L13C12L14STARTINGSTATION800+00.00800+87.52803+41.48805+08.10807+61.39809+41.90812+18.02812+72.68813+68.62815+05.56816+32.82NORTHING2951279.3672951348.1462951580.4552951746.2032951995.2662952170.0052952434.2842952485.9592952580.3722952717.1262952827.822EASTING346601.723346655.840346749.834346766.849346811.632346856.906346936.624346954.463346967.818346960.789347012.648CURVE DATAR=450.00' Δ32°20'07"L=253.96' T=130.46'R=1675.00' Δ8°39'52"L=253.30' T=126.89'R=3500.00' Δ4°31'12"L=276.11' T=138.13'R=250.00' Δ21°59'17"L=95.94' T=48.57'R=130.00' Δ56°05'22"L=127.26' T=69.25'LINE DATAN38°11'47"E87.52'N5°51'40"E166.62'N14°31'32"E180.51'N19°02'44"EROUNDABOUT CONSTRUCTION BASELINE DATANUMBERC4STARTINGSTATION700+00.00NORTHING2952892.211800802804806808810812814816899 900 902
9
0
4
9
0
6
9
0
8
9109
1
2
1001021041061081101120 246
700701 702703
704LIMIT OF WORKSTA 800 + 71.43N:2951335.5054E:346645.8935606555[75%]TR (ADVND WARNING).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.NORTH KING
S
T
-
R
T
E
5
/
1
0
NORTH KING ST - RTE 5/10HATFIELD STREETLIMIT OF WORKSTA 899+73.00N: 2951700.9870E: 347671.6277LIMIT OF WORKSTA 110+50.00N:2953995.3739E:347268.2059NSYMBOLCODEDESCRIPTIONSIZEAREANO.TOTAL AREAEND ROAD WORKW20-1-aMA-R2-10eROAD WORK AHEAD45 SF59 SF36"x36"60 SF512 SF36"x48"TOTAL =485.19 SFSIGNAGE LEGEND - TEMPORARY TRAFFIC CONTROL AND CONSTRUCTION STAGING PLANSABEDW20-1-cROAD WORK AHEAD-1000 FEET18 SF29 SF36"x36"WORK ZONEMA-R2-10a60 SF512 SF48"x36"SIGNLEGENDWORK AREA24" (MIN)WORKTRAVELED WAYREFLECTORIZEDPLASTIC DRUMWITH LIGHTIF "D" IS GREATER THAN 4" THE CONTRACTOR SHALL PLACE FILL MATERIALAT A 4:1 SLOPE AT THE EDGE OF THE EXCAVATED AREA. SUPPLYING,PLACING AND REMOVING THIS FILL MATERIAL SHALL BE INCIDENTAL TOTHE PROJECT AND NOT SEPARATELY MEASURED OR PAID FOR.SLOPE=4:1DEPTH ≥ 4"ABAEEESLOPE=12:1*DIRECTION OF TRAFFICEXISTPAVEMENTLATERAL DROP-OFF DETAILLONGITUDINAL DROP-OFF DETAILTEMPORARY BITCONC PAVEMENTGRAVEL BORROW/SUBBASE500'TYP.AREABABW20-1-dROADWORK AHEAD-500 FEET18 SF29 SF36"x36"CLIMIT OF WORK100'350'W20-1-aROADAHEADWORK36"36"EB48"36"MA-R2-10eW20-1-cROAD1000 FTWORK36"36"DMA-R2-10aA36"48"END ROADWORKDOUBLEFINES ENDWORK ZONESSPEEDINGFINESDOUBLEDW20-1-dROAD500 FTWORK36"36"CGENERAL NOTES350'100'100'350'CDEAB500'500'500'CDEAB500'500'500'1.ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.2.ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.3.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THESTART OF ANY WORK.4.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROLDEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OFTRAFFIC.5.SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASHATTENUATORS MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THESAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY HARDWARE"(MASH).6.NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THETEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARYDRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS.7.THE FIRST TEN PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH TYPE A LIGHTS.8.THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER.9.DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.10.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH.11.MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASUREDFROM THE EDGE OF DRUMS OR MEDIAN BARRIER.12.ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.13.ACCOMMODATE ALL LOCAL TRUCKS (DELIVERIES) TO PROPERTIES WITHIN THE WORKZONE FOR THE DURATION OFCONSTRUCTION.14.ALL CONSTRUCTION WARNING SIGNS SHALL HAVE FLUORESCENT ORANGE COLOR BACKGROUND.DIRECTION OF TRAFFICPOLICE OFFICER AHEADW21-5aMA-W20-7bRIGHT SHOULDER CLOSED9 SF19 SF36"x36"36 SF49 SF36"x36"W20-4ONE LANE ROAD AHEAD36 SF49 SF36"x36"ROAD NARROWSW5-136 SF49 SF36"x36"R4-7KEEP RIGHT24 SF212 SF36"x48"SQUEEZE RIGHTMA-W30-8R18 SF29 SF36"x36"W1-4LKEEP LEFT18 SF29 SF36"x36"W1-4RKEEP RIGHT18 SF29 SF36"x36"W13-1pADVISORY SPEED8 SF24 SF24"x24"ADVANCED WARNING SIGN PLANNO SCALEFORMULAS FOR DETERMINING TAPER LENGTHSTYPE OF TAPERTAPER LENGTH (L)*TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONESSPEED LIMIT (S)TAPER LENGTH (L)FEETCHANGEABLE MESSAGE SIGNARROW BOARDW8-1BUMP27 SF39 SF36"x36"TEMPORARY TRAFFIC CONTROL PLAN45END DETOURM4-8a3 SF13 SF24"x18"M4-9RDETOUR RIGHT20 SF45 SF30"x24"M4-9sDETOUR STRAIGHT 10 SF25 SF30"x24"M6-4RIGHT/LEFT DIRECTION ARROW2.19 SF12.19 SF21"x15"D3-2"HATFIELD ST"15 SF53 SF24"x18"R3-2NO LEFT TURN4 SF14 SF24"x24"W8-3ORW8-24ORW8-15LIMIT OF EXCAVATIONW8-1LIMIT OF EXCAVATION* INCREASED SLOPE RATIO FOR HIGHER SPEEDS
606555[75%]TR (TTCP DETAILS).DWG 21-Nov-2019127STATEMAPROJECT FILE NO.CMQ-003S(317)X606555NORTHAMPTONN. KING ST. (RTE 5/10) / HATFIELD ST.TOTALSHEETSSHEETNO.FED. AID PROJ. NO.TEMPORARY TRAFFIC CONTROL PLAN46AL/2AAAPMA-W20-7bBBBBPOLICEOFFICERAHEADMA-W20-7bPOLICEOFFICERAHEADL/2MA-W20-7bPOLICEOFFICERAHEADMA-W20-7bPOLICEOFFICERAHEADW5-1PL/2ROADNARROWSW5-1ROADNARROWSW5-1ROADNARROWSW5-1ROADNARROWSL/2R4-7R4-7SINGLE LANE APPROACHCENTER CLOSURESINGLE LANE APPROACHONE QUADRANT CLOSUREAAAAPMA-W20-7bONE LANE ALTERNATINGTRAFFICBBW20-4BB100 FT MAX.POLICEOFFICERAHEADONE LANEROADXXXW20-4ONE LANEROADXXXMA-W20-7bPOLICEOFFICERAHEADMA-W20-7bPOLICEOFFICERAHEADW20-4ONE LANEROADXXXPMA-W20-7bPOLICEOFFICERAHEADW20-4ONE LANEROADXXXP* THIS DELINEATION CAN BE REMOVEDTO INCREASE CAPACITY OF THEINTERSECTION. POLICE OFFICER CANBE REMOVED AS WELLP*100 FT MAX.100 FT MAX.BAWORKZONEBUFFERABL/2DOWNSTREAMTAPER100 FT MAXW5-1ROADNARROWSW1-4RW5-1ROADNARROWSW1-4RW1-4LL/2W1-4LBUFFERL/3TWO LANE ROAD SHOULDERAND TRAVEL LANE CLOSEDBRIGHTSHOULDERCLOSEDROADNARROWSAWORK ZONE100 FTBUFFERL/3100 FTW5-1ROADNARROWSMA-W30-8RSQUEEZERIGHTBA4S(0.8S)BUFFERWORK ZONEBUFFERL/2BA4S(0.8S)R4-7R4-750 FTL/2MA-W30-8RSQUEEZERIGHTW5-1ROADNARROWSTWO LANE ROAD CENTER OF ROADCLOSUREWORKZONE100FTMAX.100FTMAX.BUFFER100-150FTMA-W20-7bPOLICEOFFICERAHEADW20-4W13-1pONE LANEROADXXXXXM.P.H.W20-4W13-1pONE LANEROADXXXXXMA-W20-7bPOLICEOFFICERAHEADP/FW20-7ORP/FABABM.P.H.TWO LANE ROAD ONE LANEALTERNATING TRAFFICW5-1W21-5aTWO LANE ROADSHOULDER CLOSED48" MIN.60"RAMP·When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, temporaryfacilities shall be provided and they shall be detectable and include accessibility featuresconsistent with the features present in the existing pedestrian facility.·A pedestrian channelizing device that is detectable by a person with a visual disability travelingwith the aid of a long cane shall be placed across the full width of the closed sidewalk.·When used, temporary ramps shall comply with Americans with Disabilities Act (see FiguresPed-1 & Ped-2).·The alternate pathway should have a smooth continuous hard surface for the entire length of thetemporary pedestrian facility.·The protective requirements of a TTC situation have priority in determining the need fortemporary traffic barriers and their use in this situation should be based on engineering judgment.·Audible information devices should be considered where midblock closings and changedcrosswalk areas cause inadequate communication to be provided to pedestrians who have visualdisabilities.AUDIBLE DEVICESFor long term sidewalk closures (at a minimum overnight) a form of speech messaging for pedestrianswith visual disabilities shall be provided. Audible information devices such as detectable barriers orbarricades and other passive pedestrian activation (motion activated) devices should be consideredfor these cases. These audible devices can be mountable or stand alone.HAND-TRAILING EDGEDETECTION PLATEHAND-TRAILING EDGE2" GAP MIN.*2" GAP MAX.**32" MIN.8" MIN. HEIGHTNOTES: THERE SHALL BE A 2 INCH GAP BETWEEN THEHAND-TRAILING EDGE AND ITS SUPPORT. A MAXIMUM 2 INCH GAP BETWEEN THE BOTTOMOF THE BOTTOM RAIL AND THE SURFACE MAY BEUSED TO PROVIDE DRAINAGE.PEDESTRIAN CHANNELIZING DEVICECROSS SECTION VIEW48" 48" 48" 48"
24'36'24'24'
5
'33'606555[75%]TR (TTCP).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.NPHASE 1
1.INSTALL ALL DRAINAGE SYSTEM AND WATER SYSTEM COMPONENTS
2.INSTALL ALL GAS MAIN AND UTILITY POLES (BY OTHERS). PROPOSED
UTILITY POLE LOCATIONS DO TO ENCROACH ON EXISTING ROADWAYS.
3.INSTALL STREET LIGHTING AND CONDUIT WITHIN PHASE 1 AREA.
4.REMOVE EXISTING CURB AND EXCAVATE FOR NEW ROADWAY AREAS
5.CONSTRUCT FULL DEPTH ROADWAY (UP TO INTERMEDIATE COURSE),
SIDEWALKS, PEDESTRIAN RAMPS, CURBING, DRAINAGE SWALE, AND
DRIVEWAY.
6.TRAFFIC WILL REMAIN ON EXISTING PAVED SURFACES FOR THE
DURATION OF THIS PHASE.
HATFIELD ST
N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
E
5/
1
0
HATFIELD ST
DRIVEWAY
DRIVEWAY
LEGEND:
TRAFFIC BARREL
TYPE III BARRICADE
TEMPORARY BARRIER (TL-2)
N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
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5/
1
0
ROUNDABOUT CONSTRUCTION PHASING PLAN
47
NPHASE 2
1.REMOVE EXISTING CURB AND EXCAVATE FOR NEW ROADWAY AREAS
3.INSTALL STREET LIGHTING AND CONDUIT WITHIN PHASE 2 AREA.
4.CONSTRUCT NEW SIDEWALK, PEDESTRIAN RAMPS, CURBING, AND DRIVEWAYS
5.TEMPORARY DISRUPTION TO THE TRUCK SERVICE DRIVEWAY AND PARKING
AREA IS ANTICIPATED. ACCESS SHALL BE MAINTAINED FOR DELIVERIES TO
THE TRUCK SERVICE DRIVEWAY. COORDINATE WITH THE PROPERTY OWNER
TO DETERMINE THE DELIVERY SCHEDULE.
6.TRAFFIC WILL REMAIN ON EXISTING PAVED SURFACES FOR THE DURATION OF
THIS PHASE.
TRAFFIC FLOW
WORK ZONE
0
SCALE: 1" = 40'
40 160100
0
SCALE: 1" = 40'
40 160100TEMPORARY PAVEMENT
MAINTAIN 5' MINIMUM
WIDTH SHOULDER
TEMPORARY IMPACT ATTENUATOR
MAINTAIN 5' MINIMUM
WIDTH SHOULDER
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY WHITE
EDGE LINE MARKING
POTENTIAL PEDESTRIAN ROUTE
24'37'24'47'4
3
'45'606555[75%]TR (TTCP).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
HATFIELD ST
N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
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5/
1
0
HATFIELD ST
DRIVEWAY
DRIVEWAYN
N KING ST - RT
E
5
/
1
0
N KI
N
G
S
T -
R
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5/
1
0N PHASE 3
1.REMOVE EXISTING CURB AND EXCAVATE FOR NEW ROADWAY AREAS
3.INSTALL STREET LIGHTING AND CONDUIT WITHIN PHASE 3 AREA.
4.EXCAVATE EXISTING HATFIELD STREET AREA AND LOAM AND SEED
5.CONSTRUCT NEW SIDEWALK, PEDESTRIAN RAMPS, CURBING, AND
DRIVEWAYS
6.TRAFFIC WILL REMAIN ON EXISTING PAVED SURFACES FOR THE
DURATION OF THIS PHASE
PHASE 4
1.REMOVE EXISTING PAVEMENT MAINTAINING TWO-WAY TRAFFIC
3.INSTALL STREET LIGHTING AND CONDUIT WITHIN PHASE 4 AREA.
4.CONSTRUCT ROADWAY SECTION (UP TO DENSE GRADE CRUSHED
STONE) AND PLACE TEMPORARY PAVEMENT.
5.MICROMILL IN LOCATIONS AS SHOWN ON THE CONSTRUCTION
PLANS
6.TRAFFIC MAY BE REQUIRED TO TRAVERSE UNPAVED ROADS
DURING THIS PHASE.
7.USE OF TEMPORARY TRAFFIC CONTROL METHODS, AS SHOWN ON
SHEET 46, WILL BE REQUIRED DURING THIS PHASE. NO PAVEMENT
MARKING ARE SHOWN ON N KING STREET. TO ACCOMMODATE
ALTERNATING TRAFFIC PATTERNS.
0
SCALE: 1" = 40'
40 160100
0
SCALE: 1" = 40'
40 160100
ROUNDABOUT CONSTRUCTION PHASING PLAN
48
MAINTAIN 5' MINIMUM
WIDTH SHOULDER
TEMPORARY WHITE
CROSSWALK MARKINGS
TEMPORARY WHITE
STOP LINE
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY WHITE
EDGE LINE MARKING
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY
STOP SIGN (R1-1)
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY
STOP SIGN (R1-1)
TEMPORARY WHITE
STOP LINE
TEMPORARY WHITE
CROSSWALK MARKING
TEMPORARY WHITE
CROSSWALK MARKINGS
LEGEND:
TRAFFIC BARREL
TYPE III BARRICADE
TEMPORARY BARRIER (TL-2)
TRAFFIC FLOW
WORK ZONE
TEMPORARY PAVEMENT
TEMPORARY IMPACT ATTENUATOR
POTENTIAL PEDESTRIAN ROUTE
46'45'4
1
'16'18'12'
12
'16'14'606555[75%]TR (TTCP).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
HATFIELD ST N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
E
5/
1
0
HATFIELD ST
DRIVEWAY
DRIVEWAYN
N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
E
5/
1
0N PHASE 5
1.CONSTRUCT CURB AND APRONS FOR NEW ROUNDABOUT.
2.PHASE 5 REQUIRES A TRUCK DETOUR AND WILL ONLY BE
OPEN FOR LOCAL DELIVERIES.
(SEE SHEET 50 DETOUR FOR THE TRUCKS)
PHASE 6
1.CONSTRUCT CEMENT CONCRETE ISLANDS, SIDEWALKS, AND
PEDESTRIAN RAMPS.
2.CONSTRUCT REMAINING CURB AND SIDEWALK AREAS.
3.INSTALL PERMANENT TRAFFIC SIGNAGE.
0
SCALE: 1" = 40'
40 160100
0
SCALE: 1" = 40'
40 160100
ROUNDABOUT CONSTRUCTION PHASING PLAN
49
LEGEND:
TRAFFIC BARREL
TYPE III BARRICADE
TEMPORARY BARRIER (TL-2)
TRAFFIC FLOW
WORK ZONE
TEMPORARY PAVEMENT
POTENTIAL PEDESTRIAN ROUTE
TEMPORARY WHITE
CROSSWALK MARKINGS
TEMPORARY WHITE
CROSSWALK MARKINGS
R1-2
W2-6
R1-2
W2-6
TEMPORARY WHITE
CROSSWALK MARKINGS
R1-2
W2-6
TEMPORARY WHITE
CROSSWALK MARKINGS
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY YELLOW
CENTERLINE MARKING
TEMPORARY YELLOW
CENTERLINE MARKING
YI
E
L
D
YIELDYIELDYIELD606555[75%]TR (TTCP).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
HATFIELD ST
N KING ST - RTE
5
/
1
0
N KI
N
G
S
T -
R
T
E
5/
1
0
DRIVEWAYN
PHASE 7
1.COMPLETE FINAL SURFACE COURSE PAVING
2.INSTALL LANDSCAPING AND COMPLETE GRADING AND SURFACE
RESTORATION
0
SCALE: 1" = 40'
40 160100
ROUNDABOUT CONSTRUCTION PHASING PLAN
50
LEGEND:
TRAFFIC BARREL
TYPE III BARRICADE
TEMPORARY BARRIER (TL-2)
TRAFFIC FLOW
WORK ZONE
TEMPORARY PAVEMENT
POTENTIAL PEDESTRIAN ROUTE
TEMPORARY DETOUR PLAN
(LEFT TURN FROM N. KING ST. TO HATFIELD ST.)
SCALE: 1" = 500'
10 5
N. K
I
N
G
S
T
HAT
F
I
E
L
D
S
T
BRIDGE STCOOKE STI-91 SB
ON RAMPNM4-9R
D3 "HATFIELD ST"
I-91 SB
OFF RAMP
R3-2
M4-9s
M4-8a
D3 "HATFIELD ST"
M6-4
PINE BRO
O
K
C
U
R
V
E
M4-9s
KING ST
N. KIN
G
S
T
HATFIELD ST
HATFIELD ST
HATFIELD STHATFIELD ST
M4-9R
D3 "HATFIELD ST"
M4-9R
D3 "HATFIELD ST"
NORTH KING STREET (SOUTH)
899+75
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
900+00
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
900+25
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
145.3145.1145.2Total Area at
Station 899+75
CUT:
FILL:
7.44 SF
6.35 SF
Total Area at
Station 900+00
CUT:
FILL:
6.93 SF
2.05 SF
Total Area at
Station 900+25
CUT:
FILL:
7.18 SF
1.63 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
51
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
900+50
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
900+75
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
901+00
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
145.1145.2145.4Total Area at
Station 900+50
CUT:
FILL:
10.51 SF
0.32 SF
Total Area at
Station 900+75
CUT:
FILL:
6.78 SF
2.00 SF
Total Area at
Station 901+00
CUT:
FILL:
6.57 SF
3.94 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
52
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
901+25
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
901+50
136
140
144
148
152
136
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
901+75
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
145.5145.6145.9Total Area at
Station 901+25
CUT:
FILL:
13.37 SF
0.07 SF
Total Area at
Station 901+50
CUT:
FILL:
6.03 SF
1.91 SF
Total Area at
Station 901+75
CUT:
FILL:
5.83 SF
3.73 SF 606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
53
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
902+00
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
902+25
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
902+50
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 320-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
146.3146.8147.2Total Area at
Station 902+00
CUT:
FILL:
6.71 SF
0.82 SF
Total Area at
Station 902+25
CUT:
FILL:
5.50 SF
2.40 SF
Total Area at
Station 902+50
CUT:
FILL:
5.01 SF
2.55 SF 606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
54
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
902+75
140
144
148
152
140
144
148
152
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
903+00
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
903+25
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
147.6148.0148.3Total Area at
Station 902+75
CUT:
FILL:
2.59 SF
0.00 SF
Total Area at
Station 903+00
CUT:
FILL:
2.54 SF
0.00 SF
Total Area at
Station 903+25
CUT:
FILL:
5.31 SF
4.83 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
55
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
903+50
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
903+75
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
904+00
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
148.5148.7148.9Total Area at
Station 903+50
CUT:
FILL:
5.62 SF
4.36 SF
Total Area at
Station 903+75
CUT:
FILL:
5.01 SF
4.20 SF
Total Area at
Station 904+00
CUT:
FILL:
4.91 SF
4.35 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
56
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
904+25
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
904+50
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
904+75
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
149.0149.2149.4Total Area at
Station 904+25
CUT:
FILL:
5.99 SF
4.42 SF
Total Area at
Station 904+50
CUT:
FILL:
5.80 SF
7.59 SF
Total Area at
Station 904+75
CUT:
FILL:
5.91 SF
4.74 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
57
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
905+00
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
905+25
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
905+50
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
149.6149.7149.8Total Area at
Station 905+25
61.31 SFCUT:
FILL:0.00 SF
Total Area at
Station 905+00
CUT:
FILL:
4.97 SF
3.92 SF
Total Area at
Station 905+50
CUT:
FILL:
38.67 SF
0.56 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
58
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
905+75
140
144
148
152
156
140
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
906+00
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
906+25
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
150.0150.2150.4Total Area at
Station 905+75
CUT:
FILL:
39.50 SF
0.36 SF
Total Area at
Station 906+00
CUT:
FILL:
40.35 SF
0.07 SF
Total Area at
Station 906+25
CUT:
FILL:
38.46 SF
1.41 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
59
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
906+50
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
906+75
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
907+00
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
150.6150.8151.0Total Area at
Station 906+50
62.56 SFCUT:
FILL:0.00 SF
Total Area at
Station 906+75
CUT:
FILL:
41.99 SF
3.08 SF
Total Area at
Station 907+00
CUT:
FILL:
42.32 SF
3.92 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
60
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
907+25
144
148
152
156
144
148
152
156
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
907+50
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
907+75
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
151.1151.3151.5Total Area at
Station 907+25
58.58 SFCUT:
FILL:0.13 SF
Total Area at
Station 907+50
CUT:57.90 SF
FILL:1.60 SF
Total Area at
Station 907+75
CUT:
FILL:
44.79 SF
5.01 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
61
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
908+00
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
908+25
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
908+50
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
151.7152.1152.0Total Area at
Station 908+25
CUT:48.26 SF
FILL:0.63 SF
Total Area at
Station 908+00
CUT:
FILL:
45.64 SF
0.40 SF
Total Area at
Station 908+50
CUT:
FILL:
49.30 SF
4.54 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
62
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
908+75
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
909+00
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
909+25
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
152.3152.3152.33152.5152.65Total Area at
Station 908+75
CUT:
FILL:
50.16 SF
2.41 SF
Total Area at
Station 909+00
CUT:
FILL:
83.73 SF
0.00 SF
Total Area at
Station 909+25
CUT:
FILL:
71.87 SF
1.62 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
63
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (SOUTH)
909+50
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
909+75
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
910+00
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48 153.1153.69152.7152.97152.9153.30Total Area at
Station 909+50
CUT:
FILL:
67.14 SF
0.51 SF
Total Area at
Station 909+75
CUT:
FILL:
66.24 SF
1.36 SF
Total Area at
Station 910+00
CUT:
FILL:
61.57 SF
6.16 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
64
NORTH KING STREET (SOUTH)
910+25
148
152
156
160
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
910+50
144
148
152
156
160
144
148
152
156
160
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
910+75
144
148
152
156
160
164
144
148
152
156
160
164
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
153.4154.18153.9155.29154.2155.96Total Area at
Station 910+25
CUT:
FILL:
50.11 SF
6.83 SF
Total Area at
Station 910+50
CUT:
FILL:
38.41 SF
14.06 SF
Total Area at
Station 910+75
CUT:
FILL:
25.49 SF
26.41 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
65
NORTH KING STREET (SOUTH)
911+00
148
152
156
160
164
148
152
156
160
164
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
911+25
148
152
156
160
164
148
152
156
160
164
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
911+50
148
152
156
160
164
148
152
156
160
164
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
155.8157.59155.0156.73156.6158.52Total Area at
Station 911+00
CUT:
FILL:
24.00 SF
23.63 SF
Total Area at
Station 911+25
CUT:
FILL:
29.49 SF
22.18 SF
Total Area at
Station 911+50
CUT:
FILL:
23.17 SF
23.20 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
66
NORTH KING STREET (SOUTH)
911+75
152
156
160
164
152
156
160
164
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
912+00
152
156
160
164
168
152
156
160
164
168
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (SOUTH)
912+25
152
156
160
164
168
152
156
160
164
168
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48 159.6160.89157.5159.46158.5160.28Total Area at
Station 911+75
CUT:
FILL:
26.69 SF
19.86 SF
Total Area at
Station 912+00
CUT:
FILL:
47.95 SF
21.14 SF
Total Area at
Station 912+25
CUT:
FILL:
103.84 SF
23.69 SF
606555[75%]HD (CROSS SECTIONS_1_KING SOUTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
67
PROPOSED GRADE
ROUNDABOUT
700+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
700+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
700+50
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT CENTER POINT
159.7159.59161.6159.69162.5159.97ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 700+50
CUT:
FILL:
274.47 SF
0.00 SF
Total Area at
Station 700+00
CUT:
FILL:
176.26 SF
0.00 SF
Total Area at
Station 700+25
CUT:
FILL:
222.44 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
68
ROUNDABOUT
700+75
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
701+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
701+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
163.9160.44164.4161.09165.7161.84ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 701+00
CUT:
FILL:
224.69 SF
0.00 SF
Total Area at
Station 700+75
CUT:
FILL:
253.98 SF
0.00 SF
Total Area at
Station 701+25
CUT:
FILL:
271.02 SF
0.00 SF
606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
69
ROUNDABOUT
701+50
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
701+75
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64 169.5163.28ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 701+75
CUT:
FILL:
374.06 SF
1.63 SF
Total Area at
Station 701+50
CUT:
FILL:
315.42 SF
0.00 SF
167.3162.59606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
70
ROUNDABOUT
702+00
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
702+25
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
170.1163.62169.1163.59ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 702+25
CUT:
FILL:
289.94 SF
9.18 SF
Total Area at
Station 702+00
CUT:
FILL:
365.03 SF
5.51 SF 606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
71
ROUNDABOUT
702+50
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
702+75
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
703+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
167.4163.19162.1162.47162.1161.72ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 702+75
CUT:
FILL:
42.52 SF
0.96 SF
Total Area at
Station 702+50
CUT:
FILL:
155.49 SF
13.56 SF
Total Area at
Station 703+00
CUT:
FILL:
100.29 SF
0.00 SF
606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
72
ROUNDABOUT
703+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
703+50
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
ROUNDABOUT
703+75
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64
161.0160.97159.9160.35159.7159.91ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
ROUNDABOUT CENTER POINT
Total Area at
Station 703+25
CUT:
FILL:
106.39 SF
0.00 SF
Total Area at
Station 703+75
CUT:
FILL:
129.34 SF
0.00 SF
Total Area at
Station 703+50
CUT:
FILL:
101.03 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
73
ROUNDABOUT
704+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 200-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64 159.6159.66ROUNDABOUT CENTER POINT
Total Area at
Station 704+00
CUT:
FILL:
150.56 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_2_ROUNDABOUT).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
74
NORTH KING STREET (NORTH)
100+00
152
156
160
164
168
172
176
152
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
100+25
152
156
160
164
168
172
176
152
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
164.5164.9Total Area at
Station 100+00
CUT:
FILL:
459.03 SF
0.00 SF
Total Area at
Station 100+25
CUT:
FILL:
442.34 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
75
NORTH KING STREET (NORTH)
100+50
152
156
160
164
168
172
176
152
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
100+75
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
165.4165.9Total Area at
Station 100+50
CUT:
FILL:
424.81 SF
0.00 SF
Total Area at
Station 100+75
CUT:
FILL:
397.44 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
76
NORTH KING STREET (NORTH)
101+00
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
101+25
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
101+50
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
166.3166.7167.1Total Area at
Station 101+25
CUT:
FILL:
287.43 SF
0.00 SF
Total Area at
Station 101+00
CUT:
FILL:
351.67 SF
0.00 SF
Total Area at
Station 101+50
CUT:
FILL:
236.12 SF
0.19 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
77
NORTH KING STREET (NORTH)
101+75
152
156
160
164
168
172
176
152
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
102+00
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
167.5167.9Total Area at
Station 102+00
CUT:
FILL:
162.62 SF
4.94 SF
Total Area at
Station 101+75
CUT:
FILL:
202.86 SF
1.59 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
78
NORTH KING STREET (NORTH)
102+25
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
102+50
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
168.3168.7Total Area at
Station 102+25
CUT:
FILL:
138.53 SF
13.60 SF
Total Area at
Station 102+50
CUT:
FILL:
134.48 SF
13.92 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
79
NORTH KING STREET (NORTH)
102+75
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
102+60
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48 168.9169.2Total Area at
Station 102+60
CUT:
FILL:
132.01 SF
12.72 SF
Total Area at
Station 102+75
CUT:
FILL:
128.80 SF
9.66 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
80
NORTH KING STREET (NORTH)
103+00
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
103+25
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
103+50
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
169.6170.0170.53170.4170.95Total Area at
Station 103+00
CUT:
FILL:
88.74 SF
2.61 SF
Total Area at
Station 103+25
CUT:
FILL:
84.82 SF
3.88 SF
Total Area at
Station 103+50
CUT:
FILL:
87.02 SF
3.71 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
81
NORTH KING STREET (NORTH)
103+75
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
104+00
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
104+25
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
170.9171.37171.7172.17171.3171.77Total Area at
Station 103+75
CUT:
FILL:
90.38 SF
1.10 SF
Total Area at
Station 104+00
CUT:
FILL:
85.99 SF
1.60 SF
Total Area at
Station 104+25
CUT:
FILL:
82.44 SF
1.77 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
82
NORTH KING STREET (NORTH)
104+50
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
104+75
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
105+00
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
172.5172.52172.1172.08172.9172.95Total Area at
Station 104+50
CUT:
FILL:
89.11 SF
1.59 SF
Total Area at
Station 104+75
CUT:
FILL:
90.02 SF
1.09 SF
Total Area at
Station 105+00
CUT:
FILL:
91.57 SF
1.36 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
83
NORTH KING STREET (NORTH)
105+25
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
105+50
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
105+75
168
172
176
180
184
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
173.4173.39173.8173.81174.2174.24Total Area at
Station 105+25
CUT:
FILL:
47.42 SF
0.43 SF
Total Area at
Station 105+50
CUT:
FILL:
98.32 SF
0.00 SF
Total Area at
Station 105+75
CUT:
FILL:
90.37 SF
0.00 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
84
NORTH KING STREET (NORTH)
106+00
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
106+25
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
106+50
168
172
176
180
184
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
174.7175.1175.5Total Area at
Station 106+50
CUT:
FILL:
78.30 SF
0.32 SF
Total Area at
Station 106+25
CUT:
FILL:
64.30 SF
0.36 SF
Total Area at
Station 106+00
CUT:
FILL:
64.63 SF
0.67 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
85
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (NORTH)
106+75
164
168
172
176
180
184
188
164
168
172
176
180
184
188
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
107+00
164
168
172
176
180
184
188
164
168
172
176
180
184
188
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
176.0176.4176.92Total Area at
Station 107+00
CUT:
FILL:
2.33 SF
2.72 SF
Total Area at
Station 106+75
CUT:
FILL:
0.49 SF
0.94 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
86
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (NORTH)
107+25
164
168
172
176
180
184
188
164
168
172
176
180
184
188
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
107+50
164
168
172
176
180
184
188
164
168
172
176
180
184
188
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
176.8177.27177.1177.63Total Area at
Station 107+25
CUT:
FILL:
1.79 SF
3.30 SF
Total Area at
Station 107+50
CUT:
FILL:
2.32 SF
1.62 SF 606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
87
NORTH KING STREET (NORTH)
107+75
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
108+00
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
108+25
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
177.8178.31177.5177.97178.1Total Area at
Station 107+75
CUT:
FILL:
2.54 SF
0.57 SF
Total Area at
Station 108+00
CUT:
FILL:
2.73 SF
0.51 SF
Total Area at
Station 108+25
CUT:
FILL:
3.43 SF
1.96 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
88
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (NORTH)
108+50
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
108+75
164
168
172
176
180
184
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
109+00
168
172
176
180
184
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
178.7178.4178.9Total Area at
Station 108+50
CUT:
FILL:
3.15 SF
2.40 SF
Total Area at
Station 108+75
CUT:
FILL:
2.59 SF
2.46 SF
Total Area at
Station 109+00
CUT:
FILL:
2.11 SF
1.70 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
89
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (NORTH)
109+25
172
176
180
184
188
192
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
109+50
172
176
180
184
188
192
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
109+75
172
176
180
184
188
192
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
179.2179.4179.6Total Area at
Station 109+25
CUT:
FILL:
2.16 SF
2.00 SF
Total Area at
Station 109+50
CUT:
FILL:
2.21 SF
2.43 SF
Total Area at
Station 109+75
CUT:
FILL:
2.75 SF
2.68 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
90
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
NORTH KING STREET (NORTH)
110+00
172
176
180
184
188
192
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
110+25
172
176
180
184
188
172
176
180
184
188
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
NORTH KING STREET (NORTH)
110+50
172
176
180
184
188
192
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
179.8179.9180.1Total Area at
Station 110+00
CUT:
FILL:
2.68 SF
1.82 SF
Total Area at
Station 110+25
CUT:
FILL:
1.72 SF
0.88 SF
Total Area at
Station 110+50
CUT:
FILL:
1.35 SF
2.16 SF
606555[75%]HD (CROSS SECTIONS_3_KING NORTH).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
CROSS SECTIONS
91
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
800+75
168
172
176
180
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
801+00
168
172
176
180
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28
HATFIELD STREET
801+25
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
174.5174.47173.9173.95173.5173.46Total Area at
Station 800+75
CUT:
FILL:
3.54 SF
5.21 SF
Total Area at
Station 801+00
CUT:
FILL:
0.91 SF
12.37 SF
Total Area at
Station 801+25
CUT:
FILL:
1.05 SF
20.23 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
92
HATFIELD STREET
801+50
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
801+75
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
802+00
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
173.0173.04172.6172.60172.3172.33Total Area at
Station 801+50
CUT:
FILL:
0.89 SF
11.85 SF
Total Area at
Station 801+75
CUT:
FILL:
0.85 SF
12.03 SF
Total Area at
Station 802+00
CUT:
FILL:
0.71 SF
15.49 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
93
HATFIELD STREET
802+25
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
802+50
164
168
172
176
180
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
802+75
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
172.0172.02171.8171.77171.5171.50Total Area at
Station 802+25
CUT:
FILL:
0.69 SF
18.03 SF
Total Area at
Station 802+50
CUT:
FILL:
0.84 SF
16.72 SF
Total Area at
Station 802+75
CUT:
FILL:
1.42 SF
15.61 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
94
HATFIELD STREET
803+00
160
164
168
172
176
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
803+25
160
164
168
172
176
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
803+50
160
164
168
172
176
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
171.3171.25171.0170.98170.8170.77Total Area at
Station 803+00
CUT:
FILL:
1.25 SF
15.44 SF
Total Area at
Station 803+25
CUT:
FILL:
1.10 SF
12.91 SF
Total Area at
Station 803+50
CUT:
FILL:
0.86 SF
7.63 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
95
HATFIELD STREET
803+75
160
164
168
172
176
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
804+00
160
164
168
172
176
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
804+25
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
170.6170.58170.4170.42170.2170.24Total Area at
Station 803+75
CUT:
FILL:
0.92 SF
8.27 SF
Total Area at
Station 804+00
CUT:
FILL:
0.89 SF
6.05 SF
Total Area at
Station 804+25
CUT:
FILL:
1.65 SF
5.66 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
96
HATFIELD STREET
804+50
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
804+75
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
170.0170.03169.8169.85Total Area at
Station 804+50
CUT:
FILL:
2.21 SF
4.25 SF
Total Area at
Station 804+75
CUT:
FILL:
1.49 SF
9.89 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
97
HATFIELD STREET
805+00
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
805+25
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
169.6169.65169.4169.40Total Area at
Station 805+00
CUT:
FILL:
2.07 SF
12.79 SF
Total Area at
Station 805+25
CUT:
FILL:
0.68 SF
14.08 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
98
HATFIELD STREET
805+50
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
805+75
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
169.1169.13168.9168.86Total Area at
Station 805+50
CUT:
FILL:
0.75 SF
13.21 SF
Total Area at
Station 805+75
CUT:
FILL:
0.93 SF
11.64 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
99
HATFIELD STREET
806+00
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
806+25
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
168.6168.59168.3168.30Total Area at
Station 806+00
CUT:
FILL:
0.76 SF
11.61 SF
Total Area at
Station 806+25
CUT:
FILL:
0.91 SF
12.66 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
100
HATFIELD STREET
806+50
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
806+75
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
168.0168.02167.7167.70Total Area at
Station 806+50
CUT:
FILL:
1.03 SF
12.66 SF
Total Area at
Station 806+75
CUT:
FILL:
1.22 SF
12.50 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
101
HATFIELD STREET
807+00
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
807+25
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
167.4167.38167.0167.00Total Volume at
Station 807+25
CUT:
FILL:
23.99 SF
0.00 SF
Total Area at
Station 807+25
CUT:
FILL:
13.33 SF
0.00 SF
Total Area at
Station 807+00
CUT:
FILL:
1.22 SF
9.78 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
102
HATFIELD STREET
807+50
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
807+75
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
166.7166.70166.4166.38Total Volume at
Station 807+50
CUT:
FILL:
26.81 SF
0.00 SF
Total Area at
Station 807+50
CUT:
FILL:
15.73 SF
0.00 SF
Total Area at
Station 807+75
CUT:
FILL:
0.96 SF
19.36 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
103
HATFIELD STREET
808+00
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
808+25
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
166.2166.19166.0165.99Total Area at
Station 808+00
CUT:
FILL:
1.01 SF
28.18 SF
Total Area at
Station 808+25
CUT:
FILL:
0.98 SF
33.99 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
104
HATFIELD STREET
808+50
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
808+75
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
165.7165.74165.5165.52Total Area at
Station 808+50
CUT:
FILL:
0.77 SF
44.43 SF
Total Area at
Station 808+75
CUT:
FILL:
0.63 SF
50.64 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
105
HATFIELD STREET
809+00
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
809+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
165.4165.41165.3165.29Total Area at
Station 809+00
CUT:
FILL:
0.74 SF
45.74 SF
Total Area at
Station 809+25
CUT:
FILL:
0.63 SF
51.66 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
106
HATFIELD STREET
809+50
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
809+75
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
809+60
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
165.1165.11165.0165.03164.9164.93Total Area at
Station 809+60
CUT:
FILL:
12.28 SF
0.00 SF
Total Area at
Station 809+50
CUT:
FILL:
1.12 SF
19.33 SF
Total Area at
Station 809+75
CUT:
FILL:
1.13 SF
18.73 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
107
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
810+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
810+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
810+50
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
164.8164.75164.6164.58164.5164.50Total Area at
Station 810+00
CUT:
FILL:
1.18 SF
34.75 SF
Total Area at
Station 810+25
CUT:
FILL:
1.09 SF
40.81 SF
Total Area at
Station 810+50
CUT:
FILL:
0.80 SF
49.54 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
108
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
810+75
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
811+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
811+25
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
164.4164.44164.4164.36164.2164.17Total Area at
Station 811+25
CUT:
FILL:
18.13 SF
0.00 SF
Total Area at
Station 810+75
CUT:
FILL:
0.95 SF
47.53 SF
Total Area at
Station 811+00
CUT:
FILL:
0.75 SF
37.38 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
109
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
811+50
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
811+75
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
HATFIELD STREET
812+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20
164.0163.98163.8163.82163.7163.73Total Area at
Station 811+50
CUT:
FILL:
0.78 SF
34.83 SF
Total Area at
Station 811+75
CUT:
FILL:
0.86 SF
39.38 SF
Total Area at
Station 812+00
CUT:
FILL:
0.88 SF
41.77 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
110
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
812+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
HATFIELD STREET
812+50
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
HATFIELD STREET
812+75
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
163.6163.60163.5163.48163.5163.35Total Area at
Station 812+25
CUT:
FILL:
1.67 SF
43.46 SF
Total Area at
Station 812+50
CUT:
FILL:
50.06 SF
31.66 SF
Total Area at
Station 812+75
CUT:
FILL:
53.93 SF
20.78 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
111
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
813+00
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
HATFIELD STREET
813+25
152
156
160
164
168
172
152
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
HATFIELD STREET
813+50
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40
163.3163.23163.1163.19162.6163.33Total Area at
Station 813+00
CUT:
FILL:
60.55 SF
15.67 SF
Total Area at
Station 813+25
CUT:
FILL:
64.57 SF
7.05 SF
Total Area at
Station 813+50
CUT:
FILL:
58.91 SF
5.23 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
112
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
813+75
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
814+00
156
160
164
168
172
156
160
164
168
172
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
814+25
156
160
164
168
172
176
156
160
164
168
172
176
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
162.4163.64163.9164.13165.3164.63PROP ROWPROP ROWTotal Area at
Station 813+75
CUT:
FILL:
70.10 SF
8.09 SF
Total Area at
Station 814+00
CUT:
FILL:
70.21 SF
16.30 SF
Total Area at
Station 814+25
CUT:
FILL:
150.47 SF
30.15 SF
606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
113
PROPOSED GRADE
PROPOSED GRADE
HATFIELD STREET
814+50
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
814+75
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
166.8165.00168.0165.24Total Area at
Station 814+50
CUT:
FILL:
226.69 SF
9.26 SF
Total Area at
Station 814+75
CUT:
FILL:
283.10 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
114
PROPOSED GRADE
HATFIELD STREET
815+00
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
815+25
156
160
164
168
172
176
180
184
156
160
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
169.2165.35169.9165.32Total Area at
Station 815+00
CUT:
FILL:
350.15 SF
0.00 SF
Total Area at
Station 815+25
CUT:
FILL:
453.93 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
115
PROPOSED GRADE
HATFIELD STREET
815+50
156
160
164
168
172
176
180
184
156
160
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
815+75
156
160
164
168
172
176
180
184
156
160
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
170.4165.15170.4164.85Total Area at
Station 815+50
CUT:
FILL:
576.03 SF
0.00 SF
Total Area at
Station 815+75
CUT:
FILL:
626.84 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
116
PROPOSED GRADE
HATFIELD STREET
816+00
156
160
164
168
172
176
180
184
156
160
164
168
172
176
180
184
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
HATFIELD STREET
816+25
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
169.3164.42169.0164.42Total Area at
Station 816+00
CUT:
FILL:
541.89 SF
0.00 SF
Total Area at
Station 816+25
CUT:
FILL:
533.03 SF
0.00 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
117
PROPOSED GRADE
HATFIELD STREET
816+50
156
160
164
168
172
176
180
156
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60 168.6163.92Total Area at
Station 816+50
CUT:
FILL:
575.29 SF
13.67 SF 606555[75%]HD (CROSS SECTIONS_4_HATFIELD).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
CROSS SECTIONS
118
DRIVEWAY
0+50
160
164
168
172
176
180
160
164
168
172
176
180
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
0+75
164
168
172
176
180
184
188
192
164
168
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
173.1169.42179.3170.22Total Area at
Station 0+50
CUT:
FILL:
146.00 SF
1.36 SF
Total Area at
Station 0+75
CUT:
FILL:
430.06 SF
7.60 SF 606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
119
DRIVEWAY
1+00
164
168
172
176
180
184
188
192
196
164
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
1+25
164
168
172
176
180
184
188
192
196
164
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
185.6171.52187.2173.32Total Area at
Station 1+00
CUT:
FILL:
676.69 SF
13.05 SF
Total Area at
Station 1+25
CUT:
FILL:
593.61 SF
7.51 SF
606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
120
DRIVEWAY
1+50
164
168
172
176
180
184
188
192
196
200
164
168
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
1+75
168
172
176
180
184
188
192
196
200
168
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
186.3175.32185.5177.32Total Area at
Station 1+50
CUT:
FILL:
469.13 SF
0.00 SF
Total Area at
Station 1+75
CUT:
FILL:
343.93 SF
0.00 SF
606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
121
DRIVEWAY
2+00
164
168
172
176
180
184
188
192
196
200
164
168
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
2+25
168
172
176
180
184
188
192
196
200
168
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
184.8179.08184.1180.37Total Area at
Station 2+00
CUT:
FILL:
242.10 SF
0.00 SF
Total Area at
Station 2+25
CUT:
FILL:
163.99 SF
0.00 SF
606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
122
DRIVEWAY
2+50
164
168
172
176
180
184
188
192
196
164
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
2+75
164
168
172
176
180
184
188
192
196
164
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
183.7181.18182.8181.52Total Area at
Station 2+50
CUT:
FILL:
118.29 SF
0.00 SF
Total Area at
Station 2+75
CUT:
FILL:
93.89 SF
2.14 SF
606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
123
DRIVEWAY
3+00
164
168
172
176
180
184
188
192
196
200
164
168
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
3+25
168
172
176
180
184
188
192
196
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
182.4181.62182.2181.72Total Area at
Station 3+00
CUT:
FILL:
84.62 SF
5.09 SF
Total Area at
Station 3+25
CUT:
FILL:
77.87 SF
7.91 SF
606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
124
DRIVEWAY
3+50
168
172
176
180
184
188
192
196
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
3+75
168
172
176
180
184
188
192
196
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
181.7181.94180.4182.41Total Area at
Station 3+50
CUT:
FILL:
66.88 SF
12.81 SF
Total Area at
Station 3+75
CUT:
FILL:
47.49 SF
42.32 SF 606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
125
DRIVEWAY
4+00
164
168
172
176
180
184
188
192
196
164
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
4+25
168
172
176
180
184
188
192
168
172
176
180
184
188
192
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
180.7183.13182.2184.09Total Area at
Station 4+00
CUT:
FILL:
15.67 SF
53.80 SF
Total Area at
Station 4+25
CUT:
FILL:
10.36 SF
39.06 SF 606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
126
DRIVEWAY
4+50
168
172
176
180
184
188
192
196
168
172
176
180
184
188
192
196
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
DRIVEWAY
4+75
172
176
180
184
188
192
196
200
172
176
180
184
188
192
196
200
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
184.9185.29186.7186.75Total Area at
Station 4+50
CUT:
FILL:
22.38 SF
6.27 SF
Total Area at
Station 4+75
CUT:
FILL:
23.80 SF
3.16 SF 606555[75%]HD (CROSS SECTIONS_5_DRIVEWAY).DWG21-Nov-2019127
STATE
MA
PROJECT FILE NO.
CMQ-003S(317)X
606555
NORTHAMPTON
N. KING ST. (RTE 5/10) / HATFIELD ST.
TOTAL
SHEETS
SHEET
NO.FED. AID PROJ. NO.
4 0 4
SCALE 1" = 4'
8
PROPOSED GRADE
PROPOSED GRADE
CROSS SECTIONS
127