HomeMy WebLinkAbout2024.03.19 NOI-Barnstable-607398- Plans - SignedBR# Y-01-018 (C8R)
PROJECT END
STA. 631+81.41
N 2713404.1206
E 1006527.8019
PROJECT
LOCATION
PROJECT BEGIN
STA 40+08.63
N 2711573.2743
E 989278.9451
BR# Y-01-005
BR# B-01-018
BR# Y-01-015
BR# Y-01-016
N
LIMIT OF WORK
STA 208+47.92
N 2711229.7440
E 997232.2757
PROJECT
LOCATION
LIMIT OF WORK
STA 800+43.64
N 2710095.7590
E 997863.2365
LIMIT OF WORK
STA 1000+67.19
N 2712688.2740
E 1002932.8860
LENGTH OF PROJECT = 23,172.74 FEET = 4.389 MILES
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
IN THE TOWNS OF
BARNSTABLE COUNTY
CAPE COD RAIL TRAIL EXTENSION - PHASE 3
BARNSTABLE & YARMOUTH
FEDERAL AID PROJECT NO. N/A
HIGHWAY DIVISION
BRIDGE NO. Y-01-018 (C8R)
PLAN AND PROFILE OF
INDEX
SHEET NO.DESCRIPTION
1 TITLE SHEET & INDEX
2 KEY PLAN
3 CONSTRUCTION PLANS & PROFILES
4 UTILITY PLANS
5 LANDSCAPE PLANS
6 - 7 CONSTRUCTION DETAILS
NOTICE OF INTENT
SCALE: 1" = 2500'
0 5000 7500 10000
FED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 1 7
607398
TITLE SHEET & INDEX
2500
DESIGN DESIGNATION (CAPE COD RAIL TRAIL EXTENSION)
DESIGN SPEED 18-25 MPH
FUNCTIONAL CLASSIFICATION SHARED-USE PATH
DESIGN DESIGNATION (WILLOW STREET)
DESIGN SPEED 45 MPH
FUNCTIONAL CLASSIFICATION URBAN PRINCIPAL ARTERIAL
ADT (2018) 22,711
DESIGN DESIGNATION (WEST YARMOUTH ROAD)
DESIGN SPEED 30 MPH
FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL
ADT NO TRAFFIC DATA AVAILABLE
OLD TOWN ROAD BETWEEN WEST YARMOUTH ROAD &
FOREST ROAD ADT (2018)6,508
DESIGN DESIGNATION (FOREST ROAD)
DESIGN SPEED 25 MPH
FUNCTIONAL CLASSIFICATION LOCAL ROAD
ADT NO TRAFFIC DATA AVAILABLE
DESIGN DESIGNATION (GOLF COURSE DRIVEWAY)
DESIGN SPEED 25 MPH
FUNCTIONAL CLASSIFICATION --
ADT NO TRAFFIC DATA AVAILABLE; ASSUME <500
THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS,
THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT
TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS
AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING,
AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
HIGHWAY ADMINISTRATOR 607398_NOI (COV).DWG4-Mar-2024DATE DESCRIPTION REV #
PLAN PREPARED BY:
WATERTOWN, MA 02471
101 WALNUT STREET
NOI SUBMITTAL
ISSUED FOR PERMITTING
**NOT FOR CONSTRUCTION**
CAPE COD RAIL TRAILPARKING LOT NO. 1PARKING
LOT
NO
.
2
HIGGI
N
S
C
R
O
W
E
L
L
R
O
A
D HIGG
INS
CROWELL
ROADHIGG
INS
CROWELL
ROAD
MID-CAPE HIG
H
W
A
Y
(
R
O
U
T
E
6
)MARY DUNN ROADBAYBERRY HILLS GOLF COURSE
BAYBERRY HILLS GOLF COURSE
YARMOUTH
YARMOUTH WELL FIELD 2&3
WELL FIELD NO. 1 YARMOUTH WELL FIELD NO. 2&3
ISRAEL POND
CAPE COD RAIL TRAIL (WEST)
R
A
I
L
T
R
A
I
L
CA
P
E
C
O
D
CAPE CO
D
R
A
I
L
T
R
A
I
L
(
E
A
S
T
)WILLOW STREET(
W
E
S
T
)
CCRT
H
I
G
G
I
N
S
C
R
O
W
E
L
L
S
P
U
R5055606570
75
80 85 90 95 100
105
110
115 120 12
5
130135
14
0
14
5
1502000200520102013 500 505510515
520
525
53
0
535540545550
555
560
565416400405
41
0
4
1
5306300HI
G
G
I
N
S
C
R
O
W
E
L
L
U
T
I
L
I
T
Y
A
C
C
E
S
S
4240800
805
810
815
820 822WILL
O
W
STRE
E
T
SPUR
208200205WILLOW STREETPH 297
PH 301
PH 294
PH 298
PH 284TOWN OF YARMOUTHTOWN OF BARNSTABLEMASSDOT RAIL
RR ROW
INDEPENDEN
C
E
DRIVE CAPE COD RAILTRAIL (WEST)CAPE COD RAIL TRAIL9559501047
100
0
1005
1010 1015 1020 1025 1030 1035 1040 1045905
900BAYBERRY HILLS GOLF COURSE
BAYBERRY HILLS GOLF COURSE
CAPE
C
O
D
R
A
I
L
T
R
A
I
L
(
E
A
S
T
)WEST YARMOUTH RDCAPE COD RAIL TRAIL (EAST)FORREST ROAD
YARMOUTH REGIONAL
TRANSFER STATION
PETER
HOMER
PARK
OLD TOWN HOUSE ROAD63153
0
535540545550
555
560
565
570
575
580 585590
595 600 605 610
615
6
2
0
62563070
3
700
820 822MID CA
P
E
H
I
G
H
W
A
Y
(
R
O
U
T
E
6
)
CA
P
E
C
O
D
RAI
L
TRAI
L
3330 50554240ISRAEL POND
50' NO DISTURB ZONE
100' BUFFER ZONE
RESOURCE AREA
BANK FLAGS 1-100 THROUGH 1-104
WETLAND FLAGS 1-105 THROUGH 1-120 607398_NOI (KEY).DWG4-Mar-2024 5:18 PMPlotted on400
SCALE: 1" = 400'
0 800 1200 1600
LEGEND
NHESP PRIORITY HABITAT
OF RARE SPECIES
FED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 2 7
607398
KEY PLAN
INSET A
SCALE: 1" = 100'
SEE INSET A
NAVD 88
BASE ELEV
30.00
CCRT Phase 3 - West
40
50
60
70
80
90
BEGINNING OF PROJECT
STA 50+00.00
N 2711655.1724
E 989421.3200
TEMP BENCHMARK
10" OAK FOUND
ELEVATION=67.93'
STA 55+63.75 26.39' RT
EXIST ELEVATIONPROP ELEVATION2.30%
4.00%
0.82%GRADE BREAK STA = 50+24.41ELEV = 45.80LOW POINT ELEV = 46.79
LOW POINT STA = 51+45
PVI STA = 52+15.00
PVI ELEV = 47.36
A.D. = 3.18%
K = 44.04
140' VC
PVC: 51+45ELEV: 46.79PVT: 52+85ELEV: 50.16PVI STA = 58+50.00
PVI ELEV = 68.68
A.D. = 2.21%
K = 90.63
200' VC
PVC: 57+50ELEV: 66.38PVI STA = 56+10.00
PVI ELEV = 63.16
A.D. = -1.70%
K = 152.94
260' VC
PVC: 54+80ELEV: 57.96PVT: 57+40ELEV: 66.15397.2' SSD
46.0146.4251+00 46.8347.5852+00 48.9050.7653+00 52.7654.7654+00 56.7658.7555+00 60.6062.2956+00 63.8265.1857+00 66.3867.6758+00 69.2351+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
PROP GRADEINDEPENDENCEDRIVE 1953 TOWN LAYOUT
CCRT PHASE 3 - WEST
CONSTRUCTION BASELINE
PROP SUP FULL
DEPTH PVM'T
PROP CLEARING
& GRUBBING
PROP DRAIN
DITCH (TYP)
PROP STONE FOR
PIPE ENDS (TYP)PROP PERM
EASEMENT
LIMIT OF GRADING
PROP TEMP
EASEMENT
APPROX. LIMIT OF
VEGETATED WETLAND
100' WETLAND
BUFFER ZONE
50' WETLAND
NO-DISTURB ZONE
PC +87.89
PC +57.70PT +36.95
PT +31.55
PCC +70.05
PCC +81.73
PRC +94.60PROP PAVED
WATERWAY
RET HWY
GUARD
BEGIN DRAINAGE DITCH
STA 51+51, RT
END DRAINAGE DITCH
STA 57+50, RT
BEGIN DRAINAGE
DITCH STA 51+80, LT
END DRAINAGE DITCH
STA 52+30, LT
END DRAINAGE DITCH
STA 56+60, LT
BEGIN
DRAINAGE DITCH
STA 56+10, LT
BEGIN PROP WOOD
RAILING - 2 RAIL
STA 57+70, LT
1953 TOWN LAYOUT
505152
53 54
55
56
57
58
PROP 3'-0" SHOULDER
12'42+50404142LIMIT OF WORK
STA 40+08.63
N 2711573.2743
E 989278.9451
PLANT
SCHEDULE
SHEET
1
PROP
HYDRODYNAMIC
SEPARATOR
PROP
LEACHING
BASIN (3)
PROP 16 FT PIPE GATE
END PROP WOOD GUARDRAIL
STA 41+95, LTBEGIN PROP
WOOD GUARDRAIL
STA 40+75, RT
PROP LIMIT OF
CLEARING &
GRUBBING (TYP)
PROP GRAN CURB
PROP WOOD
GUARDRAIL (TYP)
PROP COMPOST
FILTER TUBE
END PROP GRAN CURB
STA 42+18, RT
BEGIN PROP GRAN CURB
STA 40+13, RT
PROP TRAILING
ANCHORAGE
STA 40+17, RT
R&D GUARDRAIL FROM
DRIVEWAY
PROP FULL
DEPTH PVM'T
PARKING AREA
PROP GRAVEL PATH
BEGIN PROP
GRAN CURB
STA 40+71, LT
BEGIN PROP
WOOD
GUARDRAIL
STA 40+71, LT
END PROP WOOD GUARDRAIL
STA 41+98, LT
END PROP GRAN CURB
STA 41+98, LT
PROP CEM CONC WHEEL STOP (TYP)
PROP CBCI
PROP 5'
HMA WALK 607398_NOI (GEN).DWG4-Mar-2024 5:20 PMPlotted onCCRT PHASE 3 - WEST
IMPERVIOUS AREA OF
PARKING LOT 9,518 SF
IMPERVIOUS AREA OF
PARKING LOT WITHIN 100'
BUFFER ZONE
213 SF
WORK AREA OF PARKING
LOT WITHIN 100' BUFFER
ZONE
3,176 SF
FED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 3 7
607398
CONSTRUCTION PLANS & PROFILES
INDEPENDENCEDRIVE1953 TOWN LAYOUT
1953 TOWN LAYOUT
CCRT PHASE 3 - WEST
CONSTRUCTION
BASELINE
PROP 16" DIP
WATER LINE
505152
53 54
55
56
57
58
PROP 16" DIP
WATER LINE
PROP HYD, WG,
6" DIP (25'),
16x6 TS&V
PROP HYD, WG,
6" DIP (27'), 16x6 TEE
PROP 16x16
TS&V
PROP
WG
PROP 16"
45 DEG BEND (2)
PROP 16"
INSERTION VALVE
CUT AND CAP
WATER MAIN, PROP
THRUST BLOCK
ABAN 16" WATER MAIN
PROP HYD, WG,
6" DIP (22'), 16x6 TEE
CUT AND CAP
WATER MAIN, PROP
THRUST BLOCK
PROP HYDRODYNAMIC SEPARATOR
17' - 12" RCP
155' - 12" RCP
PROP LB (3)
LB#3 W/F&G, LB#4, #5 W/F&C
3.5' MIN STONE SURROUNDING EACH LB
2
3
4
5
6' - 12" RCP
6' - 12" RCP
PROP CBCI
1
42+50404142PROP PAVED
WATERWAY
5' - 12" RCP
PROP 12" FES
INV = 39.0
MARY DUNN R
O
A
D
1953 TOWN L
A
Y
O
U
T
1953 TOWN L
A
Y
O
U
T
1953 TOWN
L
A
Y
O
U
T
1953 TOWN L
A
Y
O
U
T
57
58
59
60
61
62
63
64
65
66
PROP HY
D
,
W
G
,
6" DIP (22
'
)
,
1
6
x
6
T
E
E
PROP HY
D
,
W
G
,
6" DIP (12
'
)
,
1
6
x
6
T
S
&
V
PROP 16
x
1
6
T
S
&
V
PROP WG
PROP 16
"
45 DEG B
E
N
D
(
2
)
PROP 16
"
INSERTI
O
N
V
A
L
V
E
CUT AND
C
A
P
WATER M
A
I
N
,
P
R
O
P
THRUST
B
L
O
C
K
CCRT PHASE 3 -
W
E
S
T
CONSTRUCTION
BASELINE
MARY DUNN PARKING LOT DRAINAGE STRUCTURE DATA
NO.
1
2
3
4
5
TYPE
CBCI
DMH
LB
LB
LB
STATION
40+68.0
11.0 R
42+28.0
10.1 R
42+28.0
13.3 L
42+28.0
25.3 L
42+28.0
37.3 L
RIM ELEV.
43.1
43.9
44.2
42.9
43.1
INV. IN
(1) 38.6
(2) 38.2
(3) 37.8
(4) 37.4
INV. OUT
39.5
38.4
38.0
37.6
39.3
REMARKS
STORMCEPTOR
PROP LEACHING BASIN
PROP LEACHING BASIN
PROP LEACHING BASIN 607398_NOI (UTIL).DWG4-Mar-2024 5:24 PMPlotted onCONTINUEDBELOWCONTINUEDABOVEFED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 4 7
607398
UTILITY PLANS
505152
MARY DUNN PARKING LOT
CONSTRUCTION BASELINE
1 AL
1 AL
3 PS
2 PS
42+50404142
EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
PS 5 Pinus strobus Pine - White 5 - 6` HT.773.436
ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
AL 2 Amelanchier laevis Shad Tree - Downy 2 - 2 1/2" CAL.783.049
PLANT SCHEDULE SHEET 1 607398_NOI (LA).DWG19-Mar-2024 11:37 AMPlotted onFED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 5 7
607398
LANDSCAPE PLANS
PARKING LOT NO. 1 - MARY DUNN ROAD
1
1
1
1
GRAVEL BORROW, TYPE C
NO STONES LARGER THAN 3".
IF THE IN-SITU MATERIAL
MEETS THIS REQUIREMENT,
IT IS ACCEPTABLE FOR USE
AS BACKFILL MATERIAL.
SURFACE
TREATMENT
(VARIES)
SUITABLE BACKFILL
NO STONES LARGER
THEN 6"
BOTTOM OF TRENCH
GRAVEL BORROW, TYPE C;
WATER AND DRAIN PIPES,
CRUSHED STONE - M2.01.45' MAXD + 3'VARIES24"MIND6"MINCOMPACTED
SUBGRADE 6" CRUSHED STONE
BEDDING (1-1/2" STONE - M2.01.1)VARIES (SEE PLANS)VARIES (SEE PLANS)
12.0' TYP
1'
STONE FOR
PIPE ENDS
GEOTEXTILE FABRIC
FOR SEPARATION
SLOPE AT 2%
EXIST
GROUND
SEE NOTE 1
NOTES:
1.STONE SHALL BE ANGULAR, IN ACCORDANCE WITH SECTION M2.02.3.
SOD
2'-0"
4" LOAM OR
M
O
D
.
P
E
A
T
SOD
2'-0"
48" +/- 1"
8"
8"
GRAVEL
BITUMINOUS
CONCRETE
05
SCALE: N.T.S.
STONE FOR PIPE ENDS AT DRAINAGE DITCH OUTLET
SCALE: N.T.S.
PAVED WATERWAY: STA 54+50 RT, STA 103+49 LT, STA 103+49 RT,
STA 131+35 LT, STA 303+31 RT
SCALE: N.T.S.
TRENCH DETAIL
DATE: MARCH 2013DWG: TRENCH-05 4"4.0' TYPSCALE: NTS
MODIFIED ROCKFILL SLOPE PROTECTION DETAIL
1' MIN MODIFIED ROCKFILL
1.
5
:
1
M
A
X
PATH SHOULDER
(ORDINARY BORROW &
GRASSLAND MIX OVER
GRAVEL)
NOTE: SEE TYPICAL SECTIONS FOR APPLICABLE STATION RANGES
ORDINARY
BORROW
2' SPECIAL BORROW GRANITE CURB,
7" REVEAL
PROP WOOD RAILING, 2-RAIL
SCALE: N.T.S.
LOAM & SEED SWALE
NOTE:
1.JUTE MESH SHALL BE INSTALLED WHERE SLOPES EXCEED 3:1.
FLOW
NOTES
1.BASE SECTION SHALL BE PRECAST CONCRETE WITH MORTARED JOINTS OR CAST IN PLACE.
2.ALL COMPONENTS SHALL BE DESIGNED FOR HS-20 LOADING.
3.PROVIDE PRECAST OPENINGS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE.
MORTAR ALL PIPE CONNECTIONS.
4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.
5.FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK
AND MORTAR (2 BRICK COURSE MINIMUM, 5 BRICK COURSE MAXIMUM)
6.FILTER FABRIC SHALL NOT BE INSTALLED BELOW THE LEACHING BASIN
18" WIDE CONCRETE RING
CAST IN PLACE BASE
COMPACTED GRAVEL
UNDER PRECAST BASE
COMPACTED SUBGRADE
2" WASHED
CRUSHED STONE
SEE NOTE 3.
FILTER FABRIC
ENVELOPE
SEE NOTE 4.
FINISH GRADEFRAME AND COVER
SEE NOTE 5.
MONOLITHIC OR
KEYED CONNECTIONS
(TYP.)
PRECAST
DRY WELL
MORTAR JOINT
(TYP.)
6'6'-6"18"6"24" DIA.DRYWELL SECTIONTOPSLABSCALE: N.T.S.SOURCE: VHB
LEACHING BASIN 8"12"2' OR 3'
MIN
SEE
PLANS INSTALL 1/4" MESH
GALV. WIRE SCREEN
AROUND OUTSIDE
OF STRUCTURE 607398_NOI (DET).DWG4-Mar-2024 5:26 PMPlotted onFED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 6 7
607398
CONSTRUCTION DETAILS
SEDIMENT CONTROL BARRIER
SCALE: N.T.S.
PLACE TUBE AS CLOSE TO LIMIT OF SOIL
DISTURBANCE AS POSSIBLE, ALONG CONTOURS, AND
PERPENDICULAR TO FLOW.
ADJUST LOCATION AS REQUIRED FOR OPTIMUM
EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.
CURVE ENDS
UPHILL
EXISTING
TREE
MIN. 3 FT OVERLAP
FOR CONTINUOUS
BARRIER.
HARDWOOD STAKES PLACED
OUTSIDE OF TUBES OR PER
MANUFACTURERS' INSTRUCTION
PROTECTED ZONE
PLAN VIEW
FLOW
SEDIMENT BARRIER - COMPOST FILTER TUBE
ENSURE FIRM CONTACT WITH
GROUND TO PREVENT FLOW
UNDERNEATH TUBES
FOR SLOPES 3:1 OR AS
NECESSARY, STAKE OR
OTHERWISE SUPPORT TUBES
(I.E., TREES, CINDER BLOCKS)AREA OF SOIL
DISTURBANCE
BIODEGRADABLE
FABRIC
PROTECTED ZONE
SECTION
FLOW
12" dia.*
installed
CAPTURE SEDIMENT AND
PREVENT FLOW OFF SITE
*9 INCH MAY BE USED FOR FLATTER SURFACES
WITH APPROVAL FROM ENGINEER
REDUCE HIGH WATER
FLOW ONTO WORK ZONE
NOTES:
1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.
2.THE GRATE SHALL BE POSITIONED OVER THE INLET PIPE AND THE OIL
PORT.
3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUTYL RUBBER.
4.MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED.
ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICKS TYPICALLY, 5
BRICK COURSES MAXIMUM).
5.PROVIDE OPENINGS FOR PIPES WITH 2" MAX CLEARANCE TO OUTSIDE OF
PIPE. MORTAR ALL CONNECTIONS.
SECTION
PLAN
SCALE: N.T.S.
WATER QUALITY UNIT
DATE: AUGUST 6 2015SOURCE: VHB 1'MIN3' ENERGY DISSIPATION
BOWLPIPEDIA.D1'
APRON EDGE TO BE
SET LEVEL WITH
FLARED END INVERT
ELEVATION (TYP)
GEOTEXTILE FABRIC
FOR SEPARATION
FINISHED
GRADE
5'3DAPPROX. LIMITS
OF ENERGY
DISSIPATION
BOWL
FLARED END SECTION
SLOPE 1:1 MAXIMUM
PLAN
SECTION A-A 6'1'MINCHINK SMALLER ROCK
BETWEEN LARGER
STONES (STONE FOR
PIPE ENDS) TO PROVIDE
A CONTINUOUS, FLAT,
UNIFORM SURFACE
A
A
6" OF DENSE GRADED CRUSHED
STONE FOR DRAINAGE
COMPACTED SUBGRADE
STONE FOR
PIPE ENDS
SCALE: N.T.S.DATE: AUGUST 7 2015SOURCE: VHB
FLARED END SECTION (FES) WITH STONE FOR
PIPE ENDS (STORMWATER FEATURES)
2' STONE
RISERSECTION(S)VARIES FROM1' TO 4'TAPEREDSECTION18" - 24"4'2'
SCALE: N.T.S.
DEEP SUMP CATCH BASIN
NOTES:
1.TOP SLAB OPENINGS FOR CBCI SHALL BE 24" x 27".
2.6" MINIMUM SPACE FROM TOP OF KNOCKOUT TO BOTTOM OF ROOF SLAB JOINT
REQUIRED WHEN USING HOODS.
DATE: AUGUST 6 2015SOURCE: VHB
ACCEPTABLE SUBGRADE AS
DETERMINED BY THE ENGINEER
OUTLET PIPE
DIAMETER VARIES
12" COMPACTED
GRAVEL BORROW
INVERT
1'
TYP
5" MIN
4' DIA. (MIN)12"5"MIN1" MINSTANDARD PAVEMENT
(GRATE TO BE SET FLUSH)
LOAM & SEED
(GRATE TO BE SET A MINIMUM OF 1-INCH
BELOW FINISHED GRADE)
PROP HOOD 607398_NOI (DET).DWG19-Mar-2024 11:38 AMPlotted onFED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
BARNSTABLE / YARMOUTH
CAPE COD RAIL TRAIL EXT.-PHASE 3
N/A 7 7
607398
CONSTRUCTION DETAILS