Beverly 25% Plan Set
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7/27/2019 Beverly 25% Plan Set
1/80
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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
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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
PROP. GRAN.EDGING TYPE SB
MEET EXIST.
PROP. 4" LOAM& SEED (TYP.)
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
PROP. GRAN.EDGING TYPE SB
SAWCUT
LINE
PROP. BOX
MEET EXIST.
PROP. 4" LOAM& SEED (TYP.)
EXIST. GROUND(TYP.)
3'-0"
LEVEL
PGL
PROP. PVM'T M ICROMILLING
& OVERLAYPROP. 4" LOAM& SEED (TYP.)
PROP. GRAN.EDGING R&R
RET. EX. HWY.GD.
WIDENING
PROP. PVM'T M ICROMILLING
& 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
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
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7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD
\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrim
balavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
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
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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"
BRIMBAL AVENUESURVEY CONTROL PLAN
13
STA. 25+00 TO STA. 30+50
Jacobs-\\BOSFIL11\NAI_Proj\MHD
\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrim
balavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
20 0 20 40
SCALE IN FEET
CON
TINUED
ON
SHEETNO.12
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
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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"
BRIMBAL AVENUESURVEY CONTROL PLAN
14
STA. 30+50 TO STA. 36+00
Jacobs-\\BOSFIL11\NAI_Proj\MHD
\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrim
balavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
CON
TINUED
ON
SHE
ETNO.13
20 0 20 40
SCALE IN FEET
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
R=4000.00'
L=304.63' T=152.39'
=0421'48.38"
823979.65613034386.9385
BRIMBAL AVENUE BASELINE B DATA TABLE
PT STA. 34+10.32
PC STA. 31+05.70 823801.90103034634.2339
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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"
BRIMBAL AVENUESURVEY CONTROL PLAN
15
STA. 40+50 TO STA. 46+50
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrim
balavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
20 0 20 40
SCALE IN FEET
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
R=4930.00'
L=376.17' T=188.17'
=0422'18.26"
824836.21613033292.9349
BRIMBAL AVENUE BASELINE B DATA TABLE
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
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
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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
STA. 27+00.00 BRIMBAL AVENUE =
STA. 5+58.09 CONNECTOR 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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
CON
TINUED
ON
SHE
ETNO.17
20 0 20 40
SCALE IN FEET
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
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17/80
o
o
o
o
o
o
o
o
o
o
o
STA. 17+00.00 SOHIER ROAD=
STA. 1+00.00 CONNECTOR 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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
20 0 20 40
SCALE IN FEET
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
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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_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(SurveyControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
CONTINUEDO
N
SHEETNO.17
CONTINUED ON
SHEET NO. XX
20 0 20 40
SCALE IN FEET
EASTINGNORTHINGTANGENT/CURVE DATADESCRIPTION/STA.
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
-
7/27/2019 Beverly 25% Plan Set
19/80
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MH
D\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybr
imbalavenue)\DWG\604369_
HD(ConstructionDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
21/80
-
7/27/2019 Beverly 25% Plan Set
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
CONSTRUCTION DETAILS
22
Jacobs-\\BOSFIL11\NAI_Proj\MH
D\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(ConstructionDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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
CONSTRUCTION DETAILS
23
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(ConstructionDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
HIGHWAY GUARD DETAILS DRAINAGE DETAILSBEVERLY
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlyb
rimbalavenue)\DWG\604369_
HD(ConstructionPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
25/80
BEVERLY
-
7/27/2019 Beverly 25% Plan Set
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
BRIMBAL AVENUECONSTRUCTION PLA N
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_
beverlybrimbalave2014\604369(beverlyb
rimbalavenue)\DWG\604369_
HD(ConstructionPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
HIGHWAY GUARD DETAILS DRAINAGE DETAILS BEVERLYBRIMBAL AVE EXIT 19/ROUTE 128
-
7/27/2019 Beverly 25% Plan Set
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
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
BRIMBAL AVENUECONSTRUCTION PLA N
27
STA. 40+50 TO STA. 46+50
NONE SEE SHEET 43
20 0 20 40
SCALE IN FEET
Jacobs-\\BOSFIL11\NAI_Proj\M
HD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlyb
rimbalavenue)\DWG\604369_
HD(ConstructionPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
28/80
-
7/27/2019 Beverly 25% Plan Set
29/80
HIGHWAY GUARD DETAILS DRAINAGE DETAILS
SEE SHEET 46
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
-
7/27/2019 Beverly 25% Plan Set
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
PROP. GRAN.CURB TYPE VB
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. GRAN.CURB TYPE VB
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
Jacobs-\\BOSFIL11\NAI_Proj\M
HD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ConstructionPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
80
STATE
MASS.
PROJECT FILE NO.
-
604369
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
-
7/27/2019 Beverly 25% Plan Set
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'
Jacobs-\\BOSFIL11\NAI_Proj\M
HD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
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
BRIMBAL AVE, EXIT 19/ROUTE 128
-
7/27/2019 Beverly 25% Plan Set
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
STA 27+00.00 BRIMBAL AVE B =
STA 5+58.09 CONNECTOR RD BL
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
GRADEBREAKSTA=26+70.00
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
GRADEBREAKSTA=27+30.00
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 ELEV = 85.29
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
Jacobs-\\BOSFIL11\NAI_Proj\M
HD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
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
BRIMBAL AVENUEPROFILE
32
FOR CONSTRUCTION PLANS SEE SHEET
SHEET TOTAL
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
-
7/27/2019 Beverly 25% Plan Set
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'
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
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
BRIMBAL AVENUEPROFILE
33
FOR CONSTRUCTION PLANS SEE SHEET 2
FED AID PROJ NOSHEET TOTAL
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
STATE
-
7/27/2019 Beverly 25% Plan Set
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 =
STA 1+00.00 CONNECTOR RD BL
L
STA 27+00.00 BRIMBAL AVE B =
STA 5+58.09 CONNECTOR RD BL
L
PROPOSED GRADE
EXISTING GRADE
SSD = 527.43'
2.00%-2.00% -0.77%
4.26%
2.00%
GRADE BREAK STA = 1+00.00ELEV = 74.21
GRADEBREAKSTA=1+45.00
ELEV=75.11
GRADE BREAK STA = 1+75.00ELEV = 74.51
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 ELEV = 83.44
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
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
FOR CONSTRUCTION PLANS SEE SHEET 2
FED. AID PROJ. NO.SHEET
NO
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
STATE
-
7/27/2019 Beverly 25% Plan Set
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'
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverly
brimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
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
FOR CONSTRUCTION PLANS SEE SHEET 2
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
STATE
-
7/27/2019 Beverly 25% Plan Set
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%
GRADE BREAK STA = 16+25.00
ELEV = 74.70
GRADEBREAKSTA=16+55.00
ELEV=75.30
GRADE BREAK STA = 17+00.00
ELEV = 74.61
LOW POINT ELEV = 74.73
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%
GRADE BREAK STA = 17+00.00ELEV = 74.61
GRADEBREAKSTA=17+45.00
ELEV=73.92
GRADEBREAKSTA=17+75.00
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 ELEV = 65.91
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
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
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
STATE
-
7/27/2019 Beverly 25% Plan Set
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 ELEV = 65.91
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(ProfilePlans).dwg
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
FOR CONSTRUCTION PLANS SEE SHEET 3
-
7/27/2019 Beverly 25% Plan Set
38/80
-
7/27/2019 Beverly 25% Plan Set
39/80
40
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS. -
-
7/27/2019 Beverly 25% Plan Set
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_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,20
14
80
PROJECT FILE NO. 604369
41
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS. -
-
7/27/2019 Beverly 25% Plan Set
41/80
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
.
.
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
BRIMBAL AVENUEDRAINAGE AND UTILITY PLAN
STA. 25+00 TO STA. 30+50
CONTINUED
ON
SHEETNO.40
20 0 20 40
SCALE IN FEET
Jacobs-\\BOSFIL11\NAI_Pro
j\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(bever
lybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,20
14
PROJECT FILE NO. 604369
CONTINUED ON
SHEET NO. 44
42
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS. -
-
7/27/2019 Beverly 25% Plan Set
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
BRIMBAL AVENUEDRAINAGE AND UTILITY PLAN
STA. 30+50 TO STA. 36+00
CONTINUED
ON
SHEETNO.41
CONTINUED ONSHEET NO. 45
20 0 20 40
SCALE IN FEET
Jacobs-\\BOSFIL11\NAI_Pro
j\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,20
14
PROJECT FILE NO. 604369
43
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO
-
-
7/27/2019 Beverly 25% Plan Set
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
BRIMBAL AVENUEDRAINAGE AND UTILITY PLAN
STA. 40+50 TO STA. 46+50
20 0 20 40
SCALE IN FEET
Jacobs-\\BOSFIL11\NAI_Pro
j\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,20
14
PROJECT FILE NO. 604369
44
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO
-
604369
-
7/27/2019 Beverly 25% Plan Set
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
STA. 27+00.00 BRIMBAL AVENUE =
STA. 5+58.09 CONNECTOR 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_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,2014
PROJECT FILE NO. 604369
45
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
CONTINUED ON
SHEET NO. 44
-
7/27/2019 Beverly 25% Plan Set
45/80
o
o
o
o
o
o
o
o
o
o
o
STA. 17+00.00 SOHIER ROAD=
STA. 1+00.00 CONNECTOR 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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beve
rlybrimbalavenue)\DWG\604369_
UT(DrainageandUtilityPlans).dwg
May30,2014
46
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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_
UT(DrainageandUtilityPlans).dwg
May30,2014
-
7/27/2019 Beverly 25% Plan Set
47/80
PAVEMENT MARKING PLAN
48
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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.
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
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)
-
7/27/2019 Beverly 25% Plan Set
49/80
PAVEMENT MARKING PLAN
50
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(PavementMarkingPlans).dwg
May30,2
014
BRIMBAL AVESIGNS AND PAVEMENT MARKING PL
51
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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_
TR(PavementMarkingPlans).dwg
May30,2
014
-
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52/80
-
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53/80
SOHIER ROADPAVEMENT MARKING PLAN
54
STA 15+50 TO STA 10+00
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(PavementMarkingPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARY
55
SHEET 1 OF 6
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55/80
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
TRAFFIC SIGN SUMMARY TRAFFIC SIGN SUMMARY (CONT'D.)
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARY (CONTINUED)
TRAFFIC SIGN SUMMARY
56
SHEET 2 OF 6
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56/80
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(be
verlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARYSHEET 3 OF 6
57
-
7/27/2019 Beverly 25% Plan Set
57/80
Jacobs-\\BOSFIL11\NAI_
Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(be
verlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARYSHEET 4 OF 6
58
-
7/27/2019 Beverly 25% Plan Set
58/80
Jacobs-\\BOSFIL11\NAI_
Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(be
verlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARYSHEET 5 OF 6
59
-
7/27/2019 Beverly 25% Plan Set
59/80
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
ARROW DETAILS (R3-X SIGNS)
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGN SUMMARYSHEET 6 OF 6
60
-
7/27/2019 Beverly 25% Plan Set
60/80
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(SignSummary).dwg
May30,2014
OVERHEAD SIGN ARROW DETAILS
TRAFFIC SIGNAL PLAN
61
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
-
7/27/2019 Beverly 25% Plan Set
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)
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(TrafficSignalPlanandData).dwg
May
30,2014
20 0 20 40
SCALE IN FEET
-
7/27/2019 Beverly 25% Plan Set
62/80
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
63
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7/27/2019 Beverly 25% Plan Set
63/80
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(b
everlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,201
4
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
64
-
7/27/2019 Beverly 25% Plan Set
64/80
Jacobs-\\BOSFIL11\NA
I_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(b
everlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
65
-
7/27/2019 Beverly 25% Plan Set
65/80
Jacobs-\\BOSFIL11\NA
I_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(b
everlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
66
-
7/27/2019 Beverly 25% Plan Set
66/80
Jacobs-\\BOSFIL11\NA
I_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
67
-
7/27/2019 Beverly 25% Plan Set
67/80
Jacobs-\\BOSFIL11\NA
I_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,20
14
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLYBRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
TRAFFIC SIGNAL DETAILS
68
-
7/27/2019 Beverly 25% Plan Set
68/80
Jacobs-\\BOSFIL11\NA
I_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(
beverlybrimbalavenue)\DWG\604369_
TR(TrafficSignalDetails).dwg
May30,20
14
-
7/27/2019 Beverly 25% Plan Set
69/80
NFED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 2 OF 6TEMPORARY TRAFFIC CONTROL PLA
70
-
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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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
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
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 3 OF 6TEMPORARY TRAFFIC CONTROL PLA
71
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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_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
CONSTRUCTION STAGING PLAN (STAGES 1 - 3)
NTS
NTS NTS
NTS
NTS
LEGEND
TEMP. CONCRETE BARRIER
CHAIN-LINK FENCE
POLICE DETAIL
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR
TEMP. IMPACT ATTENUATOR
DRUM
SIGN
WORK ZONE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 4 OF 6TEMPORARY TRAFFIC CONTROL PLA
72
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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
AI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
LEGEND
TEMP. CONCRETE BARRIER
CHAIN-LINK FENCE
POLICE DETAIL
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR
TEMP. IMPACT ATTENUATOR
DRUM
SIGN
WORK ZONE
W4 2L
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 5 OF 6TEMPORARY TRAFFIC CONTROL PLA
73
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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
TEMP. CONCRETE BARRIER
CHAIN-LINK FENCE
POLICE DETAIL
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUAT
TEMP. IMPACT ATTENUATOR
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
AI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
SIGN
WORK ZONE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 6 OF 6TEMPORARY TRAFFIC CONTROL PLA
74
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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
AI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
LEGEND
TEMP. CONCRETE BARRIER
CHAIN-LINK FENCE
POLICE DETAIL
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUAT
TEMP. IMPACT ATTENUATOR
DRUM
SIGN
WORK ZONE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 1 OF 2CONSTRUCTION SIGN SUMMARY
75
-
7/27/2019 Beverly 25% Plan Set
75/80
Jacobs-\\BOSFIL11\N
AI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SHEET 2 OF 2CONSTRUCTION SIGN SUMMARY
76
-
7/27/2019 Beverly 25% Plan Set
76/80
Jacobs-\\BOSFIL11\N
AI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
TR(TemporaryTrafficControlPlans).dwg
May30,2014
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
BRIMBAL AVENUECRITICAL CROSS SECTIONS
77
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369
(beverlybrimbalavenue)\DWG\604369_
HD(CriticalSections).dwg
May30,2014
SCALE IN FEET
0 4 10 20
88 88
CONSTRUCTION BL
DRAINAGE BASIN
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
CONNECTOR ROADCRITICAL CROSS SECTIONS
78
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(CriticalSections).dwg
May30,2014
SCALE IN FEET
0 4 10 20
CONSTRUCTION BL
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SOHIER ROADCRITICAL CROSS SECTIONS
79
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(CriticalSections).dwg
May30,2014
SCALE IN FEET
0 4 10 20
CONSTRUCTION BL
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
BEVERLY
BRIMBAL AVE, EXIT 19/ROUTE 128
80
STATE
MASS.
PROJECT FILE NO.
-
604369
SOHIER ROADCRITICAL CROSS SECTIONS
80
-
7/27/2019 Beverly 25% Plan Set
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
Jacobs-\\BOSFIL11\NAI_Proj\MHD\2008\E2X41100\assignment-23_
beverlybrimbalave2014\604369(beverlybrimbalavenue)\DWG\604369_
HD(CriticalSections).dwg
May30,201
4
SCALE IN FEET
0 4 10 20