beverly 25% plan set

7/27/2019 Beverly 25% Plan Set

1/80

o

o

o

o

o

o

CONVENTIONAL SIGNS

1

SURFACE

PROPOSEDSURFAC

E

ELEVATIONS

PRESENT

90.91

PROP.

90.7

10+20

P

RES.

300 0 300

SCALE 1" =300'

600

N

June 2, 2014

25% SUBMISSION

TITLE SHEET & INDEX

1

BEVERLY

B-11-012(31X)

128

INTERSTATE

128INTERSTATE

SOHIERRD.

NORTHRIDGERD.

OTIS

RD

.

BRIMBALAVE.

EXIT 19

HERRICK

ST

.

LENGTH OF PROJECT

BRIMBAL A VENUE = 1,356 FEET = 0.26 MILES

CONNECTOR ROAD = 458 FEET = 0.09 MILES

SOHIER ROAD = 1,057 FEET = 0.20 MILES

HERRICK STREET = 100 FEET = 0.02 MILES

DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY A DMINISTRATION

APPROVED:

DIVISION ADMINISTRATOR DATE

CHIEF ENGINEER

RECOMMENDED FOR APPROVAL

APPROVED

HIGHWAY ADMINISTRATOR

THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS ANDBRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 12, 2012,

THE 2012 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARDDETAILS (AS RELATES TO TRAFFIC STANDARD DETAILS ONLY), THE 2009 MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS,

THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FORTRAFFIC SIGNALS AND HIGHWAY LIGHTING AND THE LATEST EDITION OF THE AMERICAN STANDARD

FOR NURSERY STOCK, WILL GOVERN.

PREPARED BY:

DATE DESCRIPTION

DESIGN DESIGNATION (STREET/RTE # OR NAME)

BRIMBAL AVE. SO HI ER ROAD CONNECTOR ROAD

DESIGN SPEED 35 MPH 30 MPH 35 MPH

ADT (2013) 15,090 8,850 9,420

ADT (2021) 19,290 10,250 13,230

K 0.9% 0.9% 0.9%

D 55% 52% 55%

T (PEAK HOUR) 3% 5% 3%

T (AVERAGE DAY) 2% 2% 2%

DHV 1,740 920 1,190

DDHV 870 480 660

FUNCTIONAL

CLASSIFICATIONURBAN MINOR ARTERIAL URBAN MINOR ARTERIAL URBAN MINOR ARTERIAL

INDEX

SHEET NO. D ESCRIPTION

1 TITLE SHEET & INDEX*

2 LEGEND & ABBREVIATIONS

3 GENERAL NOTES

4 KEY PLAN

5-11 TYPICAL SECTIONS

12- 18 S URVEY CO NT ROL PLANS

19- 23 CONST RUCTION DETAILS

24-30 CONSTRUCTION P LANS

31-37 PROFILES

38-39 GRADING PLANS

40 -46 D RA INA GE AN D UT IL IT Y P LAN S

47 DRAINAG E AND UTILITY DET AILS

4 8-54 SIG N AND PAVEMENT MARKING PLANS

55- 60 TRAFFIC SIGN SU MMARY

61 TRAFFIC SIGNAL PLAN

62 TRAFFIC SIGNAL DATA

63- 68 TR AFF IC SIGNAL DETAILS

6 9-76 TEMPO RARY TRAFFIC CONTROL PLANS

7 7- 80 C RI TI CA L C RO SS SE CT IO NS

25% SUBMITTAL

Jacobs-\\BOSFIL11\NAI_Proj\MHD\2

008\E2X41100\assignment-23_

beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_

HD(TitleSheet).dwg

May30,2014

FED. AID PROJ. NO.SHEET

NO.

TOTAL

SHEETS

BEVERLY

BRIMBAL A VE, EXIT 19/ROUTE 128

80

STATE

MASS.

PROJECT FILE NO.

-

604369

BEGINPROJECT

MEETE

XISTIN

G

STA.23+50.00

N:3035255.4402

E:823390.3164

LIMITOFWORK

STA.33+56.00

N:3034430.0351

E:823946.5855

ENDPR

OJE

CT

MEE

TEX

ISTING

STA

.46+50.00

N:3033406.7308

E:824738.4983

LIMIT

OFWORK

STA.43+00.00

N:3033682.4941

E:824523.0314LIM

ITOF

WORK

STA.30+50.00

N:3033493.3705

E:824551.9873


2/80


3/80


4/80


5/80


6/80


7/80


8/80


9/80


10/80


11/80

SOHIER ROADSTA. 18+53 TO STA. 19+50

NOT TO SCALE

4'-0"

LEVEL

S.H.L.O.

AS EX. AS EX.

CONST. BL

RTE 128 NB-OFF RAMP

12'-0"

10'-0" TO 0'-0" GORE2'-0" OFFSET12'-0"

2'-0" OFFSET 2'-0" OFFSET

RTE 128 NB-ON RAMP

18'-0"2'-0" OFFSET

SAWCUT

LINE

SAWCUT

LINEMEET EXIST.

PROP. 4" LOAM& SEED (TYP.)

PROP. GRAN.EDGING R&R

RET. EX. HWY.GD.

HES CEM.CONC. (TYP.)

VAR. S.H.L.O.

VAR. VAR.

GRASSED

VAR.

MEDIAN

PGL

PROP. PVM'T M ICROMILLING

& OVERLAY

SB THRU TRAVELWAY SB LEFT TURN LANE

RTE 128 NB-OFF RAMP

PROP. GRAN.EDGING TYPE SB

SAWCUT

LINE

SAWCUT

LINE

PROP. BOXWIDENING

PROP. BOXWIDENING


MEET EXIST.


EXIST. GROUND

(TYP.)

3'-0"

LEVEL

SOHIER ROADSTA. 20+50 TO STA. 21+50

NOT TO SCALE

4'-0"

LEVELS.H.L.O.

AS EX.

CONST. BL

RTE 128 NB-OFF RAMP

12'-0"

2'-0" OFFSET

12'-0"2'-0" OFFSET

SAWCUT

LINE

MEET EXIST.

HES CEM.CONC. (TYP.)

VAR. S.H.L.O.

VAR. VAR.

SB THRU TRAVELWAY SB LEFT TURN LANE

RTE 128 NB-OFF RAMP


SAWCUT

LINE

PROP. BOX

MEET EXIST.


EXIST. GROUND(TYP.)

3'-0"

LEVEL

PGL


& OVERLAYPROP. 4" LOAM& SEED (TYP.)

PROP. GRAN.EDGING R&R

RET. EX. HWY.GD.

WIDENING


& OVERLAY

VAR.

PROP. HWY.GD.

TYPICAL SECTIONS

11

Jacobs-\\BOSFIL11\NAI_Proj\MHD

\2008\E2X41100\assignment-23_

beverlybrimbalave2014\604369(beverlybrim

balavenue)\DWG\604369_

HD(TypicalSections).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY

BRIMBAL AVE, EXIT 19/ROUTE 128

80

STATE

MASS.

PROJECT FILE NO.

-

604369


12/80

BRIMBAL AVE. CONST. B

BEGIN PROJECT

MEET EXISTING

STA. 23+50.00

N: 3035255.4402

E: 823390.3164

o

o

o

o

o

o

o

o

BM#2

CHISEL CUT ONBRIDGE ABUTMENT

N74

40'5

1.74"E

25.0

5'

L20 2122 23 24

25

PC +86.01

PT+66.93

S 33 31' 36" E 386.01'

S24

L=80.92' R =500.0 0'

D=9 16 ' 20"

RTE

128

SB

ON-RAMP

BRIMBAL AVENUESURVEY CONTROL PLAN

12

STA. 20+00 TO STA. 25+00





HD(SurveyControlPlans).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

20 0 20 40

SCALE IN FEET

EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.

R=500.00'

L=80.92' T=40.55'

=0916'20.40"

PT STA. 24+66.93

PC STA. 23+86.01 823410.20593035225.4209

823449.25673035154.6529

823197.00233035547.2101STA. 20+00.00L=386.01' S 3331'36.26"E

BRIMBAL AVENUE BASELINE DATA TABLE


13/80

STA. 27+00.00 BRIMBAL AVENUE =

STA. 5+58.09 CONNECTOR ROAD

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

5

PT

+39

.20

BM#3

HYDRANT BOLTWITH X-CUT

S1042'21.89"W

46.81'

S82

02'

15.19"E

105.56

'

N7026'12

.84"E

123

.85'

25

26

PT+66.93

PC+05.27

PT+68.80

28

29 30

PC+56.31

PRC+

03.47

PT +69.75

S4239'11"

E 56.31'

S 33 31' 36" E 235.94'

L=47.17'

R=120

.00'

D=2231'

14"

L=66.

28'R =

120.00'

D=31

3 8'4 8"

N7

937'4

5"E

118

.89'

S2415'16"E 138.35'

S2509'52"E 31.20'

L=63.53' R=4000.00'

D=0 54' 36"


13

STA. 25+00 TO STA. 30+50






May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

20 0 20 40

SCALE IN FEET

CON

TINUED

ON

SHEETNO.12


R=4000.00'

L=63.53' T=31.77'

=0054'36.07"

PT STA. 26+68.80

PC STA. 26+05.27 823506.08743035028.5194

823532.64423034970.8057

823449.25673035154.6529PT STA. 24+66.93 L=138.35'S 2415'15.86"E

BRIMBAL AVENUE BASELINE A DATA TABLE


R=120.00'

L=47.17' T=23.89'

=2231'13.57"PC STA. 27+56.31 823584.06043034901.1577

823621.93213034873.5545

823545.90993034942.5692STA. 27+00.00L=56.31' S 4239'10.73"E

BRIMBAL AVENUE BASELINE B DATA TABLE

R=120.00'

L=66.28' T=34.01'

=3138'4804"

PT STA. 28+69.75

PRC STA. 28+03.47

823671.58273034830.9237L=235.94' S 3331'36.26"E

L=31.20' S 2509'52"E

CONTINUED ON

SHEET NO. 16


14/80

LIMITOFWORK

MEETEXISTING

STA.33+56.00

N:3034430.0351

E:823946.5855

N1322'58.17"E

42.07'

31 32

33

34

35

36

PC +05.70

PT+10.32

L=304 .63' R =4 0 00.0 0'

D=4 21 ' 4 8"


14

STA. 30+50 TO STA. 36+00






May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

CON

TINUED

ON

SHE

ETNO.13

20 0 20 40

SCALE IN FEET


R=4000.00'

L=304.63' T=152.39'

=0421'48.38"

823979.65613034386.9385


PT STA. 34+10.32

PC STA. 31+05.70 823801.90103034634.2339


15/80

BRIMBALAVE.CONST.B

END PROJECT

MEET EXISTING

STA. 46+50.00

N: 3033406.7308

E: 824738.4983

LIMIT OF WORK

MEET EXISTING

STA. 43+00.00

N: 3033682.4941

E: 824523.0314

LIMIT OF WORK

MEET EXISTING

STA. 30+50.00

N: 3033493.3705

E: 824551.9873

HERRICKST.CONST.B

S76

59'3

1.10"W

53.68'

N4715'06.9

6"W54.16'

S84

55'0

8.59"W

34

.09'

BM#4

HYDRANT BOLTOVER MAIN OUTLET

L

L

41

42

43

4445 46

PT+68.34

PC+23.83

30

31

PC +72.84

PT +94.40

S3709' 11" E 355.50'

L=176.17' R =4 930 .00'

D=2 0 2 ' 51"

N2435

'16"E72.8

4'

N304

5'56"E

55.60'

L=21.56'R=200.00'

D=610

'40"


15

STA. 40+50 TO STA. 46+50

Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_




May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

20 0 20 40

SCALE IN FEET


R=4930.00'

L=376.17' T=188.17'

=0422'18.26"

824836.21613033292.9349


PT STA. 48+00.00

PC STA. 44+23.83 824597.82093033583.7944

PT STA. 40+68.34 824383.11953033867.1357L=355.50' S 3709'10.69"E


HERRICK STREET BASELINE DATA TABLE

R=200.00'

L=21.56' T=10.79'

=0610'40"

PT STA. 30+94.40

PC STA. 30+72.84

STA. 31+50.00N 3045'56"EL=55.60'

824531.18293033447.9043STA. 30+00.00L=72.84' N 2435'16.15"E

824599.94093033580.9987

824561.49003033514.1380

824571.50143033533.2257


16/80

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

STA.17+00.00SOHIER ROAD=

STA. 1+00.00CONNECTOR ROAD



SOHIERRD.CONST.B

CONNECTORCONST.B

23

4 5PC+15.88

PT +39.20

CONNECTORRD.

L

L

S1

46.8

1'

S8202'15.19"E105.56'

26

PC+

05.2

7

PT+68.8

0

28

PC+56.31

PRC+03.47

15

16

PT

+10.70

S42

39'11"E56.31'

L=47.17'

R=120.00

'

D=22

31'14"

L=66.28'

R=

D=31

N 77 51'46"E 215.88'

N79 37'45" E 118.89'L=123 .32 ' R =400 0.00'

D=1 45' 5 9"

S2

415'16

"E

138.3

5'

S2509'52"E

31.2

0'

L=63.5

3'R=4000.0

0'

D=054'36"

N6

38'1

1"E

89.3

0'

L=

180

.21'

R=5

50

.00'

D=

18

46

'25"

18

PC+53.7

6

PRC+23.6

1

CONNECTOR STREETSURVEY CONTROL PLAN

16

STA. 1+00 TO STA. 5+58.09




May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

CON

TINUED

ON

SHE

ETNO.17

20 0 20 40

SCALE IN FEET


CONNECTOR ROAD BASELINE DATA TABLE

R=4000.00'

L=123.32' T=61.67'

=0145'59.17"

PT STA. 4+39.20

PC STA. 3+15.88

STA. 5+58.09N 7937'44.91"EL=118.89'

823096.96153034851.7101STA. 1+00.00 L=215.88' N 7751'45.74"E

823545.90993034942.5692

823308.01953034897.1007

823428.96383034921.1670


17/80

o

o

o

o

o

o

o

o

o

o

o

STA. 17+00.00 SOHIER ROAD=


LIMIT

OFWOR

K

MEE

TEX

ISTING

STA.

20+00

.00,

69.06'RT

N:3035153

.382

1

E:823039.9399

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

LIMIT

OFW

ORK

MEE

TEX

ISTING

STA.

22+

00.00

N:3035251

.957

8

E:822

826.76

88

o o o o o o o o o o o o o o o o o o o o o oo o

o o o o o o o o

SOHIERRD.CONST.B

2

L

RTE128N

B

16PT+10.70

N7751'46

N638'11"E 89.30'

L=180.21

D=18

18

19

20

21

22

PC+53.76

PRC+23.61

PRC+36.13

PT

+75.86

PC+92.33

SOHIER ROADSURVEY CONTROL PLAN

17

STA. 22+00 TO STA. 15+50




May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

20 0 20 40

SCALE IN FEET


SOHIER ROAD BASELINE B DATA TABLE

L=69.85'

R=250.00'

PT STA. 21+75.86

PRC STA. 18+23.61

PRC STA.19+36.13

823076.43453034901.6690PC STA. 17+53.76

822993.31893035062.5007

823041.26603034961.7546

822848.91463035242.3627

T=35.15'

=1600'28.87"

R=250.09'

L=239.73' T=129.97'

=5555'17.39"

N 2220'12.08"WL=53.76' 823096.86723034851.9396STA. 17+00.00

L=112.52'

R=250.00'

T=57.23'

=2547'16.57"

CONTINUED ON

SHEET NO. 16


18/80

LIMITOFWO

RK

MEETEXIST

ING

STA.11+43.0

0

N:3034303.0

752

E:823172.79

78

o

o

o

o

o

o

o

o

o

o

o

oo

oo

o o o o o o o o o

o o o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o o o

o

SOHIERRD.CONST.BL

S7648'

31.40"E

71

.40'

S8634'0

4.24

"E

55.7

4' 10

11

12

13

14

15

16

PT +98.32PC +30.49

N 12 08'14" W 32.17'

L=398.32' R=

2000.00'

D=11 24' 3 9"L=180.21' R=550.00'D=18 46' 25"

SOHIER ROADSURVEY CONTROL PLAN

18

STA. 15+50 TO STA. 10+00

Jacobs-\\BOSFIL11\NAI_Proj\MH

D\2008\E2X41100\assignment-23_



May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

CONTINUEDO

N

SHEETNO.17

CONTINUED ON

SHEET NO. XX

20 0 20 40

SCALE IN FEET


SOHIER ROAD BASELINE A DATA TABLE

R=2000.00'

L=398.32' T=199.82'

=1124'39.41"

PT STA. 13+98.32

L=180.21'

R=550.00'PC STA. 14+30.49

PT STA. 16+10.70

PC STA. 10+00.00

N 1208'14.26"WL=32.17'

823223.86023034173.8244

823180.73273034265.2228

823102.01513034552.3566

T=90.92'

=1846'25.47"

STA. 17+00.00 823096.96153034851.7101N 0638'11.21"EL=89.30'

823095.25083034583.8093


19/80


20/80

PROP. GRAN.

EDGING-TYPE SB

PROP. GRAN. CURB

TYPE VA-4 SPLAYEDEND (ITEM # 504.2)

PROP. CB

GUTTER LINE

6'-0"

6"

6'-0"

6'-0"

GUTTER LINE

PROP. GRAN. INLET(ITEM # 514.) PROP. GRAN. CURB TYPE

VA-4 SPLAYED END (ITEM #504.2)

4"

PROP. GRAN.

EDGING-TYPE SB

NOT TO SCALE

5'-0" MAX

2%

LESS THAN 4'-0"VARIES

& SEED

4:1TYP.

4" LOAM

ROUND

PROP. GRAN. CURB TYPE VB

SAWCUT

1'

BOX WIDENING DETAIL (LESS THAN 4 FT.)

NOT TO SCALE

PROP. BOX WIDENING(SEE PVM'T NOTES)

(10' MIN.)

MEETSAWCUT

PVM'TEXISTING PROP. FULLVARIES

SAWCUT

DEPTH PVM'TEXIST.

ROADWAY

FULL DEPTH PAVEMENTTRANSITIONNOTTO SCALE

PROP. BOX WIDENING

(SEE PVM'T NOTES)

CB CURB INLET WITH SPLAYED ENDS (TRANSITIONFROM CURB TO EDGING)

4"

6"

GUTTER LINE

SLOPEDG

RANIT

EEDG

ING

6'-0"TRA

NSITIO

N

VERTI

CALG

RANIT

ECUR

B

NOT TO SCALE

GRANITE CURB TYPE VBTOSLOPE GRANITEEDGING TRANSITION DETAIL (ITEM. 506.2)

PROP. GRAN. CURB TYPE

VB - TRANSITION STONE

5"

1"

NOT TO SCALE

SEDIMENT CONTROL TRAP

CONSTRUCTION DETAILS

20



beverlybrimbalave2014\604369(beverlybr

imbalavenue)\DWG\604369_

HD(ConstructionDetails).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128

80

STATE

MASS.

PROJECT FILE NO.

-

604369


21/80


22/80

LIMIT OF DRIVE

5%-

15%*

DECREASING GRADE

1" LIP

MIN

.3'

-0"

1.5%

*

EDGE OF ROADWAY

1.5%

*

GRAN. CURB (6" REVEAL)

CEMENT CONCRETE DRIVEWAY WITH SIDEWALK AND CURB RETURNS DETAIL

PROP. CEM. CONC.SIDEWALK

DRIVEWAY

* 1.5%

3'-0" MIN.

LANDING APRON

2'-0"

5% TO

15%

8" GRAVEL

ROADWAY

1"LIP

6" CONCRETE

NOTTO SCALE(E 107.7.0)

1.5%

*

PROP. GRAN.TRANSITION CURB

FINISHED

STREET GRADE

TAPPING SLEEVE

MECHANICAL JOINTS

STANDARD

VALVE BOX AND COVER

ACCESS TUBE

MASONRY RING

MECHANICAL JOINTTAPPING GATE VALVE

CURB

SIDEWALK

EXISTING WATER

MAIN

NOTES:

- CONCRETE THRUST BLOCK TOBE USED ONLY WHERE IT WILLB EAR ON UNDISTURBED EARTH.- USE RESTRAINED JOINT FITTINGS OR TIE RODS WHERE CONCRETE THRUST BLOCK IS UNACCEPTABLE.- SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FORSPECIFIC CONDITIONS.

5'-6"TYPICAL

6" DUCTILE IRON PIPE

TYPICAL WATER PIPE CONNECTION WITH TAPPING SLEEVE AND GATE VALVENOT TO SCALE

HORIZONTAL THRUST RESTRAINT FOR 22 1/2 & 45 BEND OF WATERLINENOT TO SCALE

24"

12"

1/2O

.D.

MEGALUG

NOTES:

1 . M EGALUG REQUIRED AT ALL BENDS IN

ADDITION TO THRUST BLOCKS.

2. CONCRETE SHALL BE CLASS B, 3000 P.S.I.

6" DUCTILE IRONPIPE

DRIVEWAY DETAIL TABLE

DRIVEWAY#

STATION/OFFSET OFDRIVEWAY RAMP AT GUTTER

LENGTH OFDRIVEWAY

RAMP

DEPTH OFLEVEL

LANDING ELEVATION

TRANSITION LENGTH

LEFT SIDE RIGHT SIDE

L R

ASTA. 29+32.97, 16.18' LT

BRIMBAL AVE 2'-0" 5'-4" 84.61 6'-6" 7'-8"

BSTA. 31+07.90, 15.92' LT

BRIMBAL AVE 2'-0" 4'-0" 82.88 9'-0" 6'-6"

CSTA. 31+58.54, 16.00' LT

BRIMBAL AVE 2'-0" 4'-0" 82.05 9'-0" 6'-6"

PROP. GRAN.TRANSITION CURB

LRAMP REFERENCE PT. C

OF RAMP


22





May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


23/80

TRUCK APRON CONSTRUCTION JOINTNTS

3"

3"

8"

312"

312"

34"

134"

3"

3"

8"

312"

312"

TRUCK APRON EXPANSION JOINTNTS

TRUCK APRON JOINTING PLANNTS

EXPANSION JOINT(TYP.)

CONTRACTION JOINT (TYP.)

8" INTEGRALLY COLORED STAMPED CEMENTCONCRETE (TYP.)

6" "FLOAT FINISHED" APRONPAVEMENT TRANSITION

TRUCK APRON NOTES:

1.NO UTILITY OR DRAINAGE STRUCTURES, GATE BOXES, ETC. SHALL BE ALLOWED IN THE TRUCKAPRON. SLAB BREAKAGE PROBLEMS MAY OCCUR.

DOWEL NOTES:

1. DOWELS SHALL BE PLAIN STEEL BARS CONFORMING TO ASTM A615, GRADE 50.

2. DOWELS IN EXPANSION JOINTS SHALL BEWIPED CLEAN AND COATED WITH A THIN FILM OFLUBRICATING OIL OR GREASE BEFORE CONCRETE IS PLACED.

JOINT NOTES:

1. NO ADDITIONAL CONSTRUCTION JOINTS SHALL BE PERMITTED. ALL CONSTRUCTION JOINTS SHALL BELOCATED AT EXPANSIONJOINTS.

2. POLYURETHANE JOINT SEALER SHALL CLOSELY MATCH THE CONCRETE COLOR.

3. TWELVE (12) CONTRACTION JOINTS AND FOUR (4) EXPANSIONJOINTS SHALL BE SPACED EVENLYAROUND THE APRON.

6"x6" D6xD6 WELDED WIRE FABRIC (TYP.)

SPLITTER ISLAND PEDESTRIAN REFUGE AREANTS

10'

VARIES**VARIES

VARIES

VARIES

CEMENT CONCRETEPEDESTRIAN REFUGE AREA

SPLITTER CROWN LINE TO BEMAINTAINED ALONG APPROX.

CENTERLINE (TYP.) SEE CROSS

SECTIONS

DETECTABLE WARNING PANEL 24"WIDTH LENGTH VARIES (TYP.)

GRADE TO MEET ROADWAYHOLD CROWN ALONG APPROXCENTER OFSPLITTER ISLAND

** SLOPE0.4% MIN. TO 1.5% MAX. FORDRAINAGE.

REFER TO MASSDOT CONSTRUCTION STANDARD DETAILM/E107.6.5R FOR ADDITIONAL DETAIL REGARDING THEDETECTABLE WARNING PANEL SPECIFICATIONS.

REFUGE AREA SHALL BE PAID UNDER ITEM 702.1CEMENT CONCRETE WHEELCHAIR RAMP (SY). NOADDITIONAL COMPENSATION SHALL BE MADE FOR THEDETECTABLE WARNINGPANELS.

6"

COLOR

STAMPEDCONCRETE

TRUCK APRON

VARIES

ROADWAY

6" CURB

REVEAL

CONCRETE

SIDEWALK

TRUCK APRON CROSS-SECTION

NOT TO SCALE


23




May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369

HIGHWAY GUARD DETAILS DRAINAGE DETAILSBEVERLY


24/80

BEGIN PROJECT

MEET EXISTING

STA. 23+50.00

N: 3035255.4402

E: 823390.3164

o

o

o

o

o

o

o

o

PROP. PVM'T

MICROMILLINGAND OVERLAY

BRIMBAL AVE. CONST. BL20 21 22 23 24

25

PC +86.01

PT+66.93

S 33 31' 36" E 386.01'

S24

L=80.92' R =500.0 0'

D=9 16 ' 20"

BR

1

RET. EXIST.BRIDGE CURB

BRIMBAL AVENUECONSTRUCTION PLA N

24

STA. 20+00 TO STA. 25+00

NONE NONE

20 0 20 40

SCALE IN FEETFOR PROFILE: SEE SHEET NO. 31


beverlybrimbalave2014\604369(beverlyb

rimbalavenue)\DWG\604369_

HD(ConstructionPlans).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


25/80

BEVERLY


26/80

LIMITOFWORK

MEETEXISTING

STA.33+56.00

N:3034430.0351

E:823946.5855

D

PROP. 6' WIDE CEM.CONC. SIDEWALK

PROP. CEM.

CONC. DRIVEWAYAPRON

100'B.V.W.B

UFFE

RZO

NE

100'B.V.W.BUFFERZONE

PROP. GRAN.

CURB TYPE VB

PROP. GRAN.

CURB TYPE VB

31 32

33

34

35

36

PC +05.70

PT+10.32

L=304 .63' R =4 0 00.0 0'

D=4 21 ' 4 8"

DMH

CB

CB

17'

29'

PROP. PVM'TMICROMILLING

25

.89

'

BOS

PROP. 4" LOAMAND SEED

PROP. 4" LOAMAND SEED

R&R U.P. (B.O.)R&R U.P. (B.O.)

PROP. 4" LOAM

AND SEED


26

STA. 30+50 TO STA. 36+50

HIGHWAY GUARD DETAILS

NONE

CO

NTINUED

ON

SH

EETNO.25

DRAINAGE DETAILS

SEE SHEET 42

20 0 20 40

SCALE IN FEETFOR PROFILE: SEE SHEET NO. 33

Jacobs-\\BOSFIL11\NAI_Proj\M

HD\2008\E2X41100\assignment-23_




May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369

HIGHWAY GUARD DETAILS DRAINAGE DETAILS BEVERLYBRIMBAL AVE EXIT 19/ROUTE 128


27/80

END PROJECT

MEET EXISTING

STA. 46+50.00

N: 3033406.7308

E: 824738.4983

LIMIT OF WORK

MEET EXISTING

STA. 43+00.00

N: 3033682.4941

E: 824523.0314

LIMIT OF WORKMEET EXISTING

STA. 30+50.00

N: 3033493.3705

E: 824551.9873

DD

BRIMBALAVE. CONST. B

PROP. PVM'T

MICROMILLING

PROP. GRAN.CURB TYPE VB


RET. EXIST.SIDEWALK

RET. EXIST.SIDEWALK

RET. EXIST.BERM

RET. EXIST.BERM

RET. EXIST.

SIDEWALK

RET. EXIST.BERM

HERRICKST.C

ON

ST.

L

PROP. 4" LOAM & SEED

PROP. 4"LOAM & SEED

41

42

43

4445 46

PT+68.34

PC+23.83

30

31

PC+72.84

PT+94.40

S3709' 11" E 355.50'

L=176.17 ' R =4930.00'

D=2 02' 51"

WCR

17

WCR

15WCR

16

WCR

14CB

DMH


27

STA. 40+50 TO STA. 46+50

NONE SEE SHEET 43

20 0 20 40

SCALE IN FEET






May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


28/80


29/80

HIGHWAY GUARD DETAILS DRAINAGE DETAILS

SEE SHEET 46

BEVERLY



30/80

LIMITOFWO

RK

MEETEXIST

ING

STA.11+43.0

0

N:3034303.0

752

E:823172.79

78

o

o

o

o

o

o

o

o

o

o

o

oo

oo

o o o o o o o o o

o o o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o o

o

o

R&D EXIST.EDGING

RET. EXIST.

CLF


RET. EXIST CLF

PROP. GRASSED

MEDIAN (4" LOAMAND SEED)

PROP. 6' WIDE CEM.

CONC. SIDEWALK

10

11

12

13

14

15

16

PT +98.32PC +30.49

N 12 08'14" W 32.17'

L=398.32' R=2

000.00'

D=11 24' 39"

L=180.21' R=550.00'D=18 46' 25"

WCR

12

BR

13

CB

SAWCUT

SAWCUT

SAWCUT

SAWCUT

21.7

9'

17'

1

8'

39'

PROP. 14' WIDE CEM.

CONC. SHARED USEPATH

PT +98.32PC +30.49

10

11

12

13

14

15

16

BOS


PROP. COMPOSTFILTER TUBE

SOHIER ROADCONSTRUCTION PLA N

30

STA. 15+50 TO STA. 10+00

STA. 11+89 LT TO STA. 12+38 LT HIGHWAY GUARD REMOVED AND DISCARDED (635.1)

CONTINUED

ON

SHEETNO.29

SEE SHEET 46

20 0 20 40

SCALE IN FEETFOR PROFILE: SEE SHEET NO. 36,37



beverlybrimbalave2014\604369(beverly

brimbalavenue)\DWG\604369_


May30,2014


NO.

TOTAL

SHEETS

80

STATE

MASS.

PROJECT FILE NO.

-

604369

BEVERLY



31/80

NAVD 88BASE ELEV

60.00

Brimbal Ave A

70

80

90

100

60

70

80

90

100

BEGIN PROJECT

MEET EXISTING

STA. 23+50.00

N: 3035255.4402

E: 823390.3164

EXISTING GRADEPROPOSED GRADE

Benchmark #2ChiselCuton Bridge

Abutment(3.5'A.G.)Elevation= 90.61'

Sta.22+57.83,23.79'LT

-1.28%

HIGH POINT ELEV = 87.89HIGH POINT STA = 24+35

PVI STA = 25+00.00PVI ELEV = 87.06

A.D. = -1.04%

K = 124.56130' VC

PVC:24+35

ELEV:87.89

20+00 21+00 22+00 23+00 24+00

87.69

86.89

25+0020+00 21+00 22+00 23+00 24+00 25+00

BR-11-012(31X)

RTE 128 NBRTE 128 SB

SSD = 1112.50'





HD(ProfilePlans).dwg

May30,2014


NO.

TOTAL

SHEETS

80

STATE

MASS.

PROJECT FILE NO.

-

604369

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

BRIMBAL AVENUEPROFILE

31

FOR CONSTRUCTION PLANS SEE SHEET 2

BEVERLY



32/80

Benchmark #3HydrantBoltwithX-Cut

Elevation= 87.74'Sta. 28+83.63, 34.28' RT

STA 27+00.00 BRIMBAL AVE B =

STA 5+58.09 CONNECTOR RD BL

L

NAVD 88

BASE ELEV

60.00

Brimbal Ave A

70

80

90

100

60

70

80

90

100

NAVD 88

BASE ELEV

60.00

Brimbal Ave B

70

80

90

100

87.69

24+50

86.89

25+00

85.89

84.74

26+00

84.01

84.68

27+0024+50 25+00 26+00 27+00

84.68

27+00

84.56

84.00

28+00

84.34

85.05

29+00

85.29

84.98

30+0027+00 28+00 29+00 30+00



L

PROPOSED GRADE PROPOSED GRADE

EXISTING GRADE EXISTING GRADE

APPROX. OHW

STA. 25+77

APPROX. OHW

STA. 26+22

APPROX. OHW

STA. 27+76

APPROX. OHW

STA. 29+21

APPROX. OHWSTA. 30+25

APPROX. OHW

STA. 30+31

SSD = 1112.50'

SSD = 404.97'

-2.32%2.00%

0.92%

GRADEBREAKSTA=26+40.00

ELEV=83.81


ELEV=84.41

GRADE BREAK STA = 27+00.00ELEV = 84.68

HIGH POINT ELEV = 87.89

HIGH POINT STA = 24+35PVI STA = 25+00.00PVI ELEV = 87.06

A.D. = -1.04%K = 124.56

130' VC

PVT:25+65

ELEV:85.55

0.92% -2.00% 1.56%

GRADE BREAK STA = 27+00.00

ELEV = 84.68


ELEV=84.96

LOW POINT ELEV = 84.00LOW POINT STA = 28+06.18

PVI STA = 28+00.00PVI ELEV = 83.56

A.D. = 3.56%K = 28.09

100' VC

PVC:27+50

ELEV:84.56

PVT:28+50

ELEV:84.34


HIGH POINT STA = 29+46.67PVI STA = 29+50.00PVI ELEV = 85.90

A.D. = -3.27%K = 45.94

150' VC

PVC:28+75

ELEV:84.73

PVT:30+25

ELEV:84.62






May30,2014


NO.

TOTAL

SHEETS

80

STATE

MASS.

PROJECT FILE NO.

-

604369

CONTINUED

ONSHEET31

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


32

FOR CONSTRUCTION PLANS SEE SHEET

SHEET TOTAL

BEVERLY



33/80

LIMIT OF WORK

STA. 33+56.00

N: 3034430.0351

E: 823946.5855

NAVD 88

BASE ELEV

60.00

Brimbal Ave B

70

80

90

100

60

70

80

90

10

-1.71%

1.49%

LOW POINT ELEV = 79.68

LOW POINT STA = 33+55.10

PVI STA = 33+50.00PVI ELEV = 79.08A.D. = 3.19%

K = 46.98

150' VC

PVC:32+75

ELEV:80.36

PVT:34+25

ELEV:80.20

HIGH POINT ELEV = 85.29HIGH POINT STA = 29+46.67

PVI STA = 29+50.00PVI ELEV = 85.90

A.D. = -3.27%K = 45.94

150' VC

PVT:30+25

ELEV:84.62

84.98

30+00

84.19

83.34

31+00

82.49

81.64

32+00

80.78

80.00

33+00

79.68

79.89

34+00

80.57

35+00 36+0030+00 31+00 32+00 33+00 34+00 35+00 36+00

PROPOSED GRADE

EXISTING GRADE

APPROX. OHW

STA. 30+25

APPROX. OHW

STA. 30+31

APPROX. OHWSTA. 32+85

SSD = 404.97'





May30,2014


NO.

TOTAL

SHEETS

80

STATE

MASS.

PROJECT FILE NO.

-

604369

CONTINUED

ONSHEET32

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20


33


FED AID PROJ NOSHEET TOTAL

BEVERLY


STATE


34/80

NAVD 88

BASE ELEV60.00

Connector Rd.

70

80

90

100

60

70

80

90

100

74.21

1+00

75.01

74.39

2+00

74.81

76.13

3+00

78.19

80.31

4+00

82.16

83.44

5+00

84.44

84.60

5+581+00 2+00 3+00 4+00 5+00 5+58

STA 17+00.00 SOHIER RD B =


L



L

PROPOSED GRADE

EXISTING GRADE

SSD = 527.43'

2.00%-2.00% -0.77%

4.26%

2.00%



ELEV=75.11


GRADEBREAKS

TA=5+58.09

ELEV=84.60

LOW POINT ELEV = 74.39LOW POINT STA = 2+01.53

PVI STA = 2+50.00PVI ELEV = 73.93

A.D. = 5.03%K = 27.84

140' VC

PVC:1+80

ELEV:74.47

PVT:3+20

ELEV:76.91


HIGH POINT STA = 5+00

PVI STA = 4+50.00

PVI ELEV = 82.44A.D. = -2.26%

K = 44.31100' VC

PVC:4+00

ELEV:80.31

PVT:5+00

ELEV:83.44





May30,2014

FED. AID PROJ. NO.NO. SHEETS

80

STATE

MASS.

PROJECT FILE NO.

-

604369

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

CONNECTOR ROADPROFILE

34



NO

TOTAL

SHEETS

BEVERLY


STATE


35/80

LIMIT OF WORK

STA. 11+43.00

N: 3034303.0752

E: 823172.7978

NAVD 88

BASE ELEV

60.00

Sohier Rd A

70

80

90

100

60

70

80

90

100

-4.92%

-3.85%

-4.77%

LOW POINT ELEV = 74.73LOW POINT STA = 16+20

PVI STA = 15+50.00PVI ELEV = 75.15

A.D. = 4.17%K = 33.59

140' VC

PVC:14+80

ELEV:78.49

LOW POINT ELEV = 84.00LOW POINT STA = 13+50PVI STA = 12+75.00PVI ELEV = 86.89

A.D. = 1.07%K = 140.62

150' VC

PVC:12+00

ELEV:90.58

PVT:13+50

ELEV:84.00

HIGH POINT ELEV = 83.04HIGH POINT STA = 13+75

PVI STA = 14+25.00

PVI ELEV = 81.11A.D. = -0.91%

K = 109.33100' VC

PVC:13+75

ELEV:83.04

PVT:14+75

ELEV:78.73

10+00 11+00

93.04

90.58

12+00

88.21

86.02

13+00

84.00

82.04

14+00

79.89

77.59

15+00

75.88

74.91

16+0010+00 11+00 12+00 13+00 14+00 15+00 16+00

PROPOSED GRADE

EXISTING GRADESSD = 1222.83'





May30,2014

FED. AID PROJ. NO.NO. SHEETS

80MASS.

PROJECT FILE NO.

-

604369

CONTINUED

ONSHEET33

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

SOHIER ROADPROFILE

35



NO.

TOTAL

SHEETS

BEVERLY


STATE


36/80

NAVD 88

BASE ELEV

60.00

Sohier Rd A

70

80

90

100

60

70

80

90

100

NAVD 88

BASE ELEV

60.00

Sohier Rd B

70

80

90

100

75.88

15+50

74.91

16+00

75.20

17+0015+50 16+00 17+00

74.61

17+00

73.82

72.50

18+00

70.85

69.24

19+00

67.94

66.98

20+00

66.32

65.94

21+0017+00 18+00 19+00 20+00 21+00

STA 17+00.00 SOHIER RD B =STA 1+00.00 CONNECTOR RD B

L

L

STA 17+00.00 SOHIER RD B =STA 1+00.00 CONNECTOR RD B

L

L

PROPOSED GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

74.61

-0.60% 2.00% -1.53%


ELEV = 74.70


ELEV=75.30


ELEV = 74.61


LOW POINT STA = 16+20PVI STA = 15+50.00

PVI ELEV = 75.15A.D. = 4.17%

K = 33.59140' VC

PVT:16+20

ELEV:74.73

-1.53%-2.00%

-3.30%

-1.23%



ELEV=73.92


ELEV=73.32

LOW POINT ELEV = 66.63LOW POINT STA = 20+25

PVI STA = 19+50.00PVI ELEV = 67.55

A.D. = 2.07%

K = 72.45150' VC

P

VC:18+75

E

LEV:70.02

PVT:20+25

ELEV:66.63


LOW POINT STA = 21+17.15PVI STA = 21+00.00

PVI ELEV = 65.71

A.D. = 1.83%K = 54.74

100' VC

PVC:20+50

ELEV:66.32




May30,2014

NO. SHEETS

80MASS.

PROJECT FILE NO.

-

604369

SOHIER ROADPROFILE

36

CONTINUED

ONSHEET35

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

FOR CONSTRUCTION PLANS SEE SHEET


NO.

TOTAL

SHEETS

BEVERLY


STATE


37/80

NAVD 88

BASE ELEV60.00

Sohier Rd B

70

80

90

100

60

70

80

90

100

65.94

21+00

66.0

1

66.3

1

22+00 23+0021+00 22+00 23+00

LIMIT OF WORK

STA. 22+00.00

N: 3035251.9578

E: 822826.7688

0.60%


LOW POINT STA = 21+17.15

PVI STA = 21+00.00

PVI ELEV = 65.71A.D. = 1.83%

K = 54.74

100' VC

PVT:21+50

ELEV:66.01




May30,2014

80MASS.

PROJECT FILE NO.

-

604369

CONTINUED

ONSHEET36

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

SOHIER ROADPROFILE

37



38/80


39/80

40


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS. -


40/80

BEGIN PROJECT

MEET EXISTING

STA. 23+50.00

N: 3035255.4402

E: 823390.3164

o

o

o

o

o

o

o

o

BRIMBAL AVE. CONST. BL20 21 22 23 24

25

BP +00.00 PC +86.01

PT+66.93

BRIMBAL AVENUEDRAINAGE AND UTILITY PLAN

40

STA. 20+00 TO STA. 25+00

20 0 20 40

SCALE IN FEET

Jacobs-\\BOSFIL11\NAI_Pro

j\MHD\2008\E2X41100\assignment-23_


UT(DrainageandUtilityPlans).dwg

May30,20

14

80

PROJECT FILE NO. 604369

41


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS. -


41/80



o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

.

.

NUE

=

.

.

AD

D

D

DD

D

D

D

D

D

D

D

D

D

D

D D

D

D

D

D

DSCB 7(+83.12)

DSCB 1

(+06.42)

45'-12" RCP

DSCB 10

(+47.70)

DMH 2

(+41.82)

R&R UP BO

R&R UP BO

40'-12" RCP

DMH 4

(+53.54)

GI 9

(+96.95)

DMH 5

(+91.38)

DMH 6(+58.10)

25

26

PT+66.93

PC+05.27

PT+68.80

28

29 30

PC+56.31

PRC+

03.47

PT +69.75

5

PT

+39

.20


STA. 25+00 TO STA. 30+50

CONTINUED

ON

SHEETNO.40

20 0 20 40

SCALE IN FEET



beverlybrimbalave2014\604369(bever

lybrimbalavenue)\DWG\604369_


May30,20

14


CONTINUED ON

SHEET NO. 44

42


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS. -


42/80

LIMITOFWORK

MEETEXISTING

STA.33+56.00

N:3034430.0351

E:823946.5855

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DSCB 7(+83.12)

RET. RCP

ADJ.

SMH

BO

100'B.V.W.BU

FFERZO

NE

100'B.V.W.BUFFERZONE

31 32

33

34

35

36

PC +05.70

PT+10.32


STA. 30+50 TO STA. 36+00

CONTINUED

ON

SHEETNO.41

CONTINUED ONSHEET NO. 45

20 0 20 40

SCALE IN FEET





May30,20

14


43


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO

-


43/80

END PROJECTMEET EXISTING

STA. 46+50.00

N: 3033406.7308

E: 824738.4983

LIMIT OF WORK

MEET EXISTING

STA. 43+00.00

N: 3033682.4941

E: 824523.0314

LIMIT OF WORKMEET EXISTING

STA. 30+50.00

N: 3033493.3705

E: 824551.9873

D

D

D

D

D

D

D D D D D D D D D D

D D D

D D D D

D D D D

D D D D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

REM.CB &

PIPE

RET. EXIST.

12" RCP

RET. EXIST. RCP

DMH 17

(+84.13)

BRIMBALAVE.CONST.B

HERRICKST.CONST

.B

L

L

41

42

43

4445 46

PT+68.34

PC+23.83

30

31

BP+00.00

PC+72.84

PT+94.40


STA. 40+50 TO STA. 46+50

20 0 20 40

SCALE IN FEET





May30,20

14


44


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO

-

604369


44/80

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

STA.17+00.00SOHIER ROAD=

STA. 1+00.00CONNECTOR ROAD



D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

W

W

W

W

W

W

W

W W W W

W W W

W

26

PC+

05.2

7

PT+68.8

0

28

PC+56.31

PRC+03.47

23

4 5PC+15.88

PT +39.20

15

1

6

PT

+10.70

CONNECTOR RD.

18

PC+53.7

6

PRC+23.6

1

CONNECTOR STREETDRAINAGE AND UTILITY PLAN

STA. 1+00 TO STA. 5+58.09

CONTINUED

ON

SHEETNO.45

20 0 20 40

SCALE IN FEETJacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_



May30,2014


45


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

CONTINUED ON

SHEET NO. 44


45/80

o

o

o

o

o

o

o

o

o

o

o

STA. 17+00.00 SOHIER ROAD=


LIMIT

OFWOR

K

MEE

TEX

ISTING

STA.

20+00

.00,

69.06'RT

N:3035153

.3821

E:823039.9

399

o

o

o

o

o

o

o

o

o

o

o

o

o

o

o

LIMIT

OFWO

RK

MEE

TEX

ISTING

STA.

22+

00.00

N:3035251

.957

8

E:822

826.76

88

o o o o o o o o o o o o o o o o o o o o o oo o

o o o o o o o o

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

W

W

W

W

W

W

W

W

W

W

W

W

W

REM.RCP

RET

.

EXIST

.

RCP

DSCB 16(+86.05)

REM.

CB REM.

CB

REM.

CB

REM.

RCP

REM

.RCP

REM. RCP

REM.

CB

PROP. 8'Wx8'L

RIP RAP STONE

PAD B.M.P.

TO EXIST. 24"

OUTFALL

REM

.RCP

OVERFLOW CONTROL

STRUCTURE (+36)

100'B.V.W.BUFFE

RZONE

WETLANDBOUNDARY LINE

DMH 10

(+32.31)

(+26.58)

RET.HDWL

LP2

16

PT+10.70

DSCB 17

(+37.72)

6" DI

6" TAPPING

SLEEVE & VALVE

PLUG EX, WATER

18

19

20

21

22

PC+53.7

6

PRC+23.61

PRC +36.13

PT

+75.86

PC+

92.33

SOHIER ROADDRAINAGE AND UTILITY PLAN

STA. 22+00 TO STA. 15+50

20 0 20 40

SCALE IN FEET


beverlybrimbalave2014\604369(beve

rlybrimbalavenue)\DWG\604369_


May30,2014

46


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


46/80

LIMITOFWO

RK

MEETEXIST

ING

STA.11+43.0

0

N:3034303.0

752

E:823172.79

78

o

o

o

o

o

o

o

o

o

o

o

oo

oo

o o o o o o o o o

o o o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o o

o

o

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

RET

.

EXIST

.

RCP

DSCB 16

(+86.05)

ADJ.

CB

58)

L

10

11

12

13

14

15

PT +98.32PC +30.49

SOHIER ROADDRAINAGE AND UTILITY PLAN

STA. 15+50 TO STA. 10+00

CONTINU

ED

ON

SHEETNO.45

CONTINUED ON

SHEET NO. 45

20 0 20 40

SCALE IN FEET

Jacobs-\\BOSFIL11\NAI_Pr

oj\MHD\2008\E2X41100\assignment-23_

beverlybrimbalave2014\604369(beve

rlybrimbalavenue)\DWG\604369_


May30,2014


47/80

PAVEMENT MARKING PLAN

48


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


48/80

o

o

o

o

o

o

o

o

RTE128

SB

ON

-RA

MP

20 21 22 23 24

25

SWEL

SWEL

10'

10'

5'

5'

+48

+05

W2-6

W16-17p

R3-17

(13B)

D6-2

D8-4

BEGIN PROJECT

MEET EXISTING

PAVEMENT MARKINGS

STA. 23+50.00

N: 3035255.4402

E: 823390.3164

BRIMBAL AVE.PAVEMENT MARKING PLAN

STA. 20+00 TO STA. 25+00

20 0 20 40

SCALE IN FEET

DWLL

BWLL

6" DASHED WHITE LANE LINE (3'-9' GAP)

6" BROKEN WHITE LANE LINE (10'-30' GAP)

SWCHL

6" SINGLE YELLOW EDGE LINE

6" SINGLE WHITE EDGE LINE

12" SINGLE WHITE CHANNELIZING LINE

PAVEMENT MARKING LEGEND

SYEL

SWEL

DYCL 6" DOUBLE YELLOW CENTER LINE

6" SINGLE WHITE LANE LINESWLL

DxWLL 6" DASHED WHITE LANE LINE (3'-3' GAP)

12" WHITE GORE LINEWGL

12" YELLOW GORE LINEYGL

BIKE LANE MARKING YIELD LINE

PAVEMENT MARKING DETAILSN.T.S.



TR(PavementMarkingPlans).dwg

May30,2014

GENERAL NOTES

1. ALL SIGNS SHALL HAVE A 2' MINIMUM CLEARANCE BETWEEN THE EDGE OF

SIGN AND THE FACE OF CURB.

2. ALL SIGNS SHALL HAVE A 7' MINIMUM VERTICAL CLEARANCE BETWEEN THEBOTTOM OF THE SIGN AND THE TOP OF THE SIDEWALK.

3. ALL SIGNS DESIGNATED R&R MUST BE RESET USING A NEW P-5 POST(EXCEPT FOR SIGNS REQUIRING A LARGER POST.

4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

5. ALL EXISTING SIGNS ARE TO BE REMOVED AND DISCARDED UNLESSOTHERWISE NOTED.

6. ALL EXISTING SIGNS TO BE VERIFIED BY 75% SUBMISSION.

WDExL 12" WIDE DOTTED EDGE LINE (2'-2' GAP)


49/80

PAVEMENT MARKING PLAN

50


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


50/80

BRIMBAL AVE.

R3-7L

31 32

33

34

35

36

DYCL

DYCL

12" YGL @3:1

10' O.C.

R3-17

R3-17bP

D8-7

c

D6-4D8-6

LIMITOFWORK

MEETEXISTING

PAVEMENT

MARKINGS

STA.33+56.00

N:3034430.0351

E:823946.5855

BRIMBAL AVE.STA. 30+50 TO STA. 36+00

EXISTING SIGNS

20 0 20 40

SCALE IN FEET

CONTINUED

ON

SHEETNO.49

Jacobs-\\BOSFIL11\NAI_P

roj\MHD\2008\E2X41100\assignment-23_



May30,2

014

BRIMBAL AVESIGNS AND PAVEMENT MARKING PL

51


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


51/80

SWEL

DYCL

SWEL

SWLL - 75'

SWEL

SWEL

DYCL

10 'CW

SL

SL

10' CW

SL

R10-22

R3-7L

R3-7L

R10-22

12'

42

43

4445 46 47

30

31

12'

1

1

'

R10-12 DYCL

SWEL

2'

SWEL

R10-22

1'

12' 11'

2'

END PROJECT

MEET EXISTING

PAVEMENT

MARKINGS

STA. 46+50.00

N: 3033406.7308

E: 824738.4983

LIMIT OF WORK

MEET EXISTING

PAVEMENT MARKINGS

STA. 43+00.00

N: 3033682.4941E: 824523.0314

LIMIT OF WORK

MEET EXISTING

PAVEMENT MARKINGS

STA. 30+50.00

N: 3033493.3705

E: 824551.9873

BRIMBAL AVE.STA. 41+50 TO STA. 46+50

EXISTING SIGNS

20 0 20 40

SCALE IN FEET

Jacobs-\\BOSFIL11\NAI_P

roj\MHD\2008\E2X41100\assignment-23_

beverlybrimbalave2014\604369(bev

erlybrimbalavenue)\DWG\604369_


May30,2

014


52/80


53/80

SOHIER ROADPAVEMENT MARKING PLAN

54

STA 15+50 TO STA 10+00


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


54/80

o

o

o

o

o

o

o

o

o

o

o

oo

oo

o o o o o o o o o

o o o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o

o o o o o

o

o

W4-1L

R3-8a

R3-8a

W11-1W16-7pL

R4-7

W2-6W16-17p

R3-17R3-17bP

D6-3D8-3

D11-1M6-1R

10

11

12

13

14

15

16

33

SWEL

SWEL

SWEL

EL

DWLL

11'

12'

11'

12'

15'

12'

5'

5'

EL

SYEL

SWEL

5'

SWEL

EL

SYEL

SWLL

DYCLSYEL

SYEL

11'

12'

DYCL

SWLL

SWLL

R2-1(35)

R3-17

R3-17bP

R3-17R3-17aP

SP-1

D9-2M6-3

LIMITOFWO

RK

MEETEXIST

ING

PAVEMENT

MARKINGS

STA.11+43.0

0

N:3034303.0

752

E:823172.79

78

STA. 15+50 TO STA. 10+00

EXISTING SIGNS

C

ONTINUED

ON

SHEETNO.53




May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

TRAFFIC SIGN SUMMARY

55

SHEET 1 OF 6


55/80



TR(SignSummary).dwg

May30,2014

TRAFFIC SIGN SUMMARY TRAFFIC SIGN SUMMARY (CONT'D.)


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

TRAFFIC SIGN SUMMARY (CONTINUED)

TRAFFIC SIGN SUMMARY

56

SHEET 2 OF 6


56/80


beverlybrimbalave2014\604369(be

verlybrimbalavenue)\DWG\604369_

TR(SignSummary).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

TRAFFIC SIGN SUMMARYSHEET 3 OF 6

57


57/80

Jacobs-\\BOSFIL11\NAI_

Proj\MHD\2008\E2X41100\assignment-23_



TR(SignSummary).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


58


58/80

Jacobs-\\BOSFIL11\NAI_

Proj\MHD\2008\E2X41100\assignment-23_



TR(SignSummary).dwg

May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


59


59/80



TR(SignSummary).dwg

May30,2014

ARROW DETAILS (R3-X SIGNS)


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


60


60/80



TR(SignSummary).dwg

May30,2014

OVERHEAD SIGN ARROW DETAILS

TRAFFIC SIGNAL PLAN

61


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


61/80

EX. TOWNL.O.

EX. TOWN L.O.

END PROJECT

MEET EXISTING

STA. 46+50.00

N: 3033406.7308

E: 824738.4983

LIMIT OF WORK

MEET EXISTING

STA. 43+00.00

N: 3033682.4941

E: 824523.0314

LIMITOFWORK

MEETEXISTING

STA. 30+50.00

N: 3033493.3705

E:824551.9873

P3

OP3

OP1

P3

OP1

P3

PROPOSEDCONFIRMATION STROBE

PROPOSED 8DW

TRAFFIC CONTROLLER

.PROPOSED 12"X24"

PULL BOX (TYP.)

PROPOSED PEDESTRIAN

PUSHBUTTON (TYP.)

OP1

OP2

PROPOSEDSERVICE CONNECTION

R10-12

PROPOSED 12"X12"

PULL BOX (TYP.)

42

43

4445 46

47

30

31

XXX = AM PEAK HOUR(XXX) = PM PEAK HOUR

11(1

4)

295 (449)

2021 FUTURE TRAFFIC VOLUMES

353 (145)

497 (427)

32 (10)

HERRICKST.

BRIMBAL AVE.

149(2

92)



TR(TrafficSignalPlanandData).dwg

May

30,2014

20 0 20 40

SCALE IN FEET


62/80


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369

TRAFFIC SIGNAL DETAILS

63


63/80


beverlybrimbalave2014\604369(b

everlybrimbalavenue)\DWG\604369_

TR(TrafficSignalDetails).dwg

May30,201

4


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


64


64/80

Jacobs-\\BOSFIL11\NA

I_Proj\MHD\2008\E2X41100\assignment-23_




May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


65


65/80






May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


66


66/80





May30,2014


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


67


67/80





May30,20

14


NO.

TOTAL

SHEETS


80

STATE

MASS.

PROJECT FILE NO.

-

604369


68


68/80



beverlybrimbalave2014\604369(

beverlybrimbalavenue)\DWG\604369_


May30,20

14


69/80

NFED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

SHEET 2 OF 6TEMPORARY TRAFFIC CONTROL PLA

70


70/80

CONC. BARRIER

CONC. BARRIER

STAGE 1:

1. REMOVE ONE ISLAND AT A TIME.

2. MEDIAN ON CONNECTOR ROAD AND RAMPS SHOULD BE

REMOVED LAST. PLACE TEMPORARY CONCRETE BARRIER

AT REMOVED RAMP MEDIAN LOCATION.

STAGE 2:

1. CONSTRUCT THE NORTH SIDE OF THE NEW CONNECTOR

ROAD.

STAGE 3:

1. WIDEN SOHIER ROAD TO THE EAST AND BRIMBAL AVE TO THE

WEST.

STAGE 1STAGE 2

STAGE 3



TR(TemporaryTrafficControlPlans).dwg

May30,2014

CONSTRUCTION STAGING PLAN (STAGES 1 - 3)

NTS

NTSNTS

NTS

LEGEND

TEMP. CONCRETE BARRIER

CHAIN-LINK FENCE

POLICE DETAIL

FLASHING ARROW BOARD

TRUCK MOUNTED ATTENUATOR

TEMP. IMPACT ATTENUATOR

DRUM

SIGN


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


71


71/80

STAGE 4A:

1. SIDEWALK, WHEELCHAIR RAMP, AND ROADWAY

WORK ON EAST SIDE OF BRIMBAL AVENUE.

STAGE 5A:

1. CONSTRUCT THE NEW MEDIAN AND SPLITTER

ISLAND BETWEEN THE I-95 NB ON AND OFF

RAMPS.

STAGE 5B:

1. CONSTRUCT NEW MEDIAN ON SOHIER ROAD SB

STAGE 6A:

1. CONSTRUCT CONNECTOR ROAD MEDIAN.

STAGE 6B:

1. CONSTRUCT CONNECTOR ROAD EB AND

SHARED USE PATH.

STAGE 7A:

1. CONSTRUCT REMAINING SPLITTER ISLANDS ANDTHE TWO ROUNDABOUTS.

N

STAGE 4A STAGES 5A & 5B

STAGES 6A & 6B

STAGE 7A

Jacobs-\\BOSFIL11\N

AI_Proj\MHD\2008\E2X41100\assignment-23_

beverlybrimbalave2014\604369

(beverlybrimbalavenue)\DWG\604369_


May30,2014

CONSTRUCTION STAGING PLAN (STAGES 1 - 3)

NTS

NTS NTS

NTS

NTS

LEGEND


CHAIN-LINK FENCE

POLICE DETAIL




DRUM

SIGN

WORK ZONE


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


72


72/80

350'350'L/3BUFFERWORKZONE

100'

P/F

W21-5AW5-1

350'350'BUFFER

WORKZONE

100'W1-4L

W5-1

L/3L/2

350'350' L/2BUFFER

W1-4RW5-1

W1-4R

W1-4L

350'350'BUFFERWORK

ZONE

W30-8RL/2

350'350' L/2BUFFER

W5-1

4S

4S

W30-8RR4-7

R4-7

W13-1P

W13-1P

W13-1P

W13-1P

TWO LANE ROAD

SHOULDER CLOSED

TWO LANE ROAD

SHOULDER AND TRAVEL LANE

CLOSED

TWO LANE ROAD

CENTER OF ROAD

CLOSURE

P/F

W5-1W13-1P

Jacobs-\\BOSFIL11\N





May30,2014

LEGEND


CHAIN-LINK FENCE

POLICE DETAIL




DRUM

SIGN

WORK ZONE

W4 2L


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


73


73/80

350'

W4-2L

W20-5L350'LBUFFER

350' 350' L BUFFER

4S

4S

P/F P/F

W13-1P

W20-5LW13-1P

W4-2L

350'

W1-4bL

350'L/2BUFFERWORKZONE

350' 350' L BUFFER

W20-5LW13-1P

W4-2L

L/2

W5-1

W13-1P

W1-4bR

5' TEMP. PEDESTRIAN WALKWAY

(SEE DETAIL A)

CHAIN-LINKFENCE

L 1000' L L/3

1500'1000'

100'

P P

W20-5RW13-1P

W4-2R

MULTIPLE LANE ROAD

INTERIOR LANE CLOSURE

MULTIPLE LANE ROAD

INTERIOR LANE CLOSURE

W/UNEVEN VOLUMES

WORK IN VICINITY OF EXITRAMP

E5-1 E5-2

LEGEND


CHAIN-LINK FENCE

POLICE DETAIL


TRUCK MOUNTED ATTENUAT


DRUM

PEDESTRIAN BYPASS NOTES:

1. ADDITIONAL ADVANCE WARNING SIGNS MAY BE NECESSARY AS DETERMINED BY

THE ENGINEER.

2. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES.

3. PROPOSED TEMPORARY CROSSWALKS SHALL CONSIST OF 12" WHITE SURFACE

APPLIED TAPE OR PAINT AS DIRECTED BY THE ENGINEER.

4. TEMPORARY PEDESTRIAN PATHWAYS SHALL BE MAINTAINED IN ACCORDANCE

WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES

(ADAAG), MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB)

REQUIREMENTS, AND THE MANUAL ON UNIFORM TRAFFIC C ONTROL DEVICES

(MUTCD), INCLUDING THE USE OF TEMPORARY RAMPS AND DETECTABLE

BARRIERS.

Jacobs-\\BOSFIL11\N





May30,2014

SIGN

WORK ZONE


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369


74


74/80

350'

350'

350'

350'

350'

350'

100'

MAX

100'MAX

350'

350'

350'

350'

100'

MAX

100'

MAX

350'

350'

W20-4

W20-8

W20-4

W20-8

W20-4

W20-8 OR

W20-4

W20-8

W20-4

W20-8

W20-4

W20-8

OR

P/F

P/F

P/F

P/FP/F

P/F

350'

350'

100'

MAX

100'

MAX

350'

350'

W20-4

W20-8

350'

350'

P/FP/F

P/F

BRIMBAL AVE AT HERRICK ST

TRAFFIC SIGNAL INSTALLATION

W20-4

W20-8

W20-4

W20-8

OR

OR

W20-7A

OR W20-7A

W20-7A

W20-7A

W20-7AOR

W20-7AOR

W20-7A

W20-7A

OR

W20-7A

R9-11aLR9-9

R9-11aR

SIDEWALK CLOSED WITH

DETOUR

CW

CW

CW

CW

CWCW CW

CW

CW

Jacobs-\\BOSFIL11\N





May30,2014

LEGEND


CHAIN-LINK FENCE

POLICE DETAIL


TRUCK MOUNTED ATTENUAT


DRUM

SIGN

WORK ZONE


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

SHEET 1 OF 2CONSTRUCTION SIGN SUMMARY

75


75/80

Jacobs-\\BOSFIL11\N





May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

SHEET 2 OF 2CONSTRUCTION SIGN SUMMARY

76


76/80

Jacobs-\\BOSFIL11\N





May30,2014


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

BRIMBAL AVENUECRITICAL CROSS SECTIONS

77


77/80

25+00

68

72

76

80

84

88

92

68

72

76

80

84

88

92

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60

87.0

85.25

SHLO

TOWNL.O.1885

SHLO

CONSTRUCTION BL

EXIST. 8" GAS

31+00

76

80

84

88

76

80

84

88

0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64

83.1

83.34

TOWNL.O.1

885

TOWNL.O.1

885

CONSTRUCTION BL

EXIST. 8" GAS

EASEMENT




HD(CriticalSections).dwg

May30,2014

SCALE IN FEET

0 4 10 20

88 88

CONSTRUCTION BL

DRAINAGE BASIN


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

CONNECTOR ROADCRITICAL CROSS SECTIONS

78


78/80

2+00

64

68

72

76

80

64

68

72

76

80

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52-56

3+50

68

72

76

80

84

68

72

76

80

84

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52-56

4+50

68

72

76

80

84

68

72

76

80

84

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52-56

74.0

74.39

77.0

78.19

77.4

82.16

1968SHLO

CONSTRUCTION BL

CONSTRUCTION BL

EXIST. 4" GAS

EXIST. 4" GAS

DRAINAGE BASIN

DRAINAGE BASIN

DRAINAGE BASIN




May30,2014

SCALE IN FEET

0 4 10 20

CONSTRUCTION BL


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

SOHIER ROADCRITICAL CROSS SECTIONS

79


79/80

14+50

68

72

76

80

84

88

68

72

76

80

84

88

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52

15+50

64

68

72

76

80

84

64

68

72

76

80

84

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52

80.3

79.89

77.4

75.88

1968SHLO

1968SHLO

1968SHLO

1968SHLO

CONSTRUCTION BL

EXIST. 2" GAS

EXIST. 2" GAS




May30,2014

SCALE IN FEET

0 4 10 20

CONSTRUCTION BL


NO.

TOTAL

SHEETS

BEVERLY


80

STATE

MASS.

PROJECT FILE NO.

-

604369

SOHIER ROADCRITICAL CROSS SECTIONS

80


80/80

18+00

60

64

68

72

76

80

60

64

68

72

76

80

0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64-68-72

19+50

56

60

64

68

72

76

56

60

64

68

72

76

0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60-64-68-72

71.2

72.50

6

8.0

67.94

1968SHLO

CONSTRUCTION BL

EXIST. 2" GAS

EXIST. 2" GAS

DRAINAGE BASIN

DRAINAGE BASIN




May30,201

4

SCALE IN FEET

0 4 10 20

beverly 25% plan set

Documents