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Work Zane Safetyr
STATrONARY OPERATIONS
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Standard Deta415
and Drawings
TWO LANE UNDIVIDED ROADWAY
SHOULDER CLOSED
PAGE 22
X12.34
EXISTING SPOT GRADE
'NUMBER OF DEVICES &ASED ON 400 FT WORK ZONE
NOTES
1. MA -122-1 Da at M2 and Al2.
LEGEND
® WORKZONE
• CHANNELIZATION DEVICE
FLASHING AR3ROW BOARD
PORTABLE CHAgGEAULE MESSAGE 31014
® TRUCK MOUNTED ATTENUATOR
Q RADAR SPEED FEEDBACK BOARD
POLICE DETAIL OR UNIFORMED FLAG GER
TEMPORARY PORTABLE RUMBLE STRIP
u TYPE III BARRICADE
NOT TO SCALE
ll 1
CHANN ELIZ .T 3N DEV ICE° ilR,'M5ORCONE S' -
POSTED
SPACING FOR
32
}xx
X12.34
EXISTING SPOT GRADE
SPEED
ADVANCE WARNING
SHOULDER
BUFFER
DEVICE
M N
LIMir
SIGNS{FT)
TAPER
ZONE
SPACING
4 O
!MPH)
(A.B,C)
LENGTH
LENGTH
;FTi
DEVICES"
®
CATCH BASIN
{ {FTS
(FT.i
®
DRAINAGE MANHOLE
25 -AC,
5M.'500; 500
s
3135
20
1 45
t61-5.5
£-413 ' 1 41 1000
22•)
49:
40
b0
60 -de
11011313.1 16M12600
260
645
t0
35
'NUMBER OF DEVICES &ASED ON 400 FT WORK ZONE
NOTES
1. MA -122-1 Da at M2 and Al2.
LEGEND
® WORKZONE
• CHANNELIZATION DEVICE
FLASHING AR3ROW BOARD
PORTABLE CHAgGEAULE MESSAGE 31014
® TRUCK MOUNTED ATTENUATOR
Q RADAR SPEED FEEDBACK BOARD
POLICE DETAIL OR UNIFORMED FLAG GER
TEMPORARY PORTABLE RUMBLE STRIP
u TYPE III BARRICADE
NOT TO SCALE
ll 1
LEGEND
32
EXISTING CONTOUR
32
}xx
X12.34
EXISTING SPOT GRADE
Ado
❑b'ON
I
t
.A.�2
—�—
UNDERGROUND ELECTRIC SERVICE
A
MA-R2.93a
❑3TSnou
S3NIH
c !.:333dS
U 3NOZ7kKW 1
3JFF=3
SHOULDER
= WDRK
A
/-NARR
ADCFY4S -
B
31`13 S3 M = 4Y0RK ZOfE
-9110C 3PEE1iN-5
MA -R2 -13a
FINES
tJv?,i DOUBLED
ti 70b ❑N3 t
ROAD
WORK
XXX
WDrk Zane Safe Ey FIGURE 3
40ff l ssDOT Standard Details STATIONARY OPERATIONS
-� wr.�,,.• �.�.,� ,• TWO LANE U14DWLDED ROADWAY
Fuggy miebk A and Drawings
SHOULDER CLOSED
PAIGE 23
TRAFFIC CALCULATIONS:
PER TABLE ON PAGE 22 OF MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) WORK ZONE SAFETY FLIPBOOK
OFFSET WIDTH, W =4'
POSTED SPEED LIMIT, S = 45- 55 MPH
SHOULDER TAPER LENGTH, L = WS = (4)(55) = 220'
BUFFER ZONE LENGTH = 495'
CHANNELIZATION DEVICE SPACING = 40'
DISTANCE 'A'= 500'
DISTANCE 'B'= 1000'
DISTANCE 'C'= 1000'
NOTES
- FOR UNDERLYING EMPIRICAL REFERENCES AND EQUATIONS, SEE
TABLES 6H.3 & 6H.4 OF THE MUTCD.
- SEE 'FIGURE 8: TWO LANE UNDIVIDED ROADWAY, SHOULDER
CLOSED' ON PAGES 22-23 OF THE MUTCD WORK ZONE SAFETY
FLIPBOOK.
TRAFFIC NOTES:
1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.
2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.
3. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR
TO THE START OF ANY WORK.
4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC
CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR
CONTROL OF TRAFFIC.
5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS,
AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FROTH IN NCHRP REPORT 350, "RECOMMENDED
PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR
ASSESSING SAFETY HARDWARE" (MASH).
6. THE FIRST 10 DRUMS IN ANY TAPER SHALL BE EQUIPPED WITH SEQUENTIAL FLASHING LIGHTS.
7. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH.
8. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE
MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER.
9. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
10. ROADWAY SPEED IS >/= 45 MPH, THEREFORE A TRUCK MOUNTED ATTENUATOR IS REQUIRED. ATTENUATOR
SHALL BE PLACED AFTER THE BUFFER ZONE, IN FRONT OF THE WORK ZONE.
CURB CUT DETAIL
SCALE: 1"=10'
YARMOUTH,
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
_W_
WATER SERVICE LINE
—�—
UNDERGROUND ELECTRIC SERVICE
e
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
Reserve
RESERVED FOR FUTURE
COL)
UTILITY POLE
®
CATCH BASIN
17
FIRE HYDRANT
®
DRAINAGE MANHOLE
■
CONCRETE BOUND, FOUND
—X—X—
LIMIT OF WORK
FENCE
--�-�-�
GUARDRAILS
EDGE OF CLEARING
Z M1
+ �Ul
+
N
+ N
Q0
+ J
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W 00 I I
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I I _
6
o6
ROUTE 6A
StatelH►ghWay_1895 LAYOUT
(variable Width
,
-
68 now-=='
67 1
�O I 2' 24-00 .' 22.02
29.3 X n
X -------------
G WESTERL
-'
CC
C 0
Y JS
Io
�
DRAINAGE
EASEMENT
SIGHT
EASEMENT
B luk of Berm ------------
8
69
70 _ — — — ' — ' Edge of Pavement _
WESTERLY SSD = 366'±
40
3`6
M
z�6
�n Q
0 0
QJ
M
In
�;a
#2936A
1
6= 366'± +_�! EASE ERLY SSD = 464'± __�X
0
O
AXI
FII
II
STATE HIGHWAY LAYOUT SHOULDER TREAME NT:
- IN ORDER TO MAXIMIZE SITE DISTANCE, CONTRACTOR SHALL CLEAR ALL VEGETATION
GREATER THAN 2.5' IN HEIGHT THAT IS WITHIN THE SIGHT DISTANCE ZONE (AREA BETWEEN
SIGHT EASEMENT LINE AND EDGE OF ROUTE 6A PAVEMENT).
- ALL DISTURBED AREAS WITHIN THIS ZONE SHALL BE LOAMED & SEEDED AFTER
CONSTRUCTION PER THE STANDARDS OF MASSDOT'S 2021 STANDARDS AND SPECIFICATIONS
FOR HIGHWAYS AND BRIDGES, M6.03.0: LONG-TERM SEED MIXES FOR LAWNS AND SLOPES.
- GRASS SEED MIX SHALL CONFORM TO THE REQUIREMENTS OF TABLE M6.03.0-2: GRASS SEED
REQUIREMENTS FOR SLOPES AND SHOULDERS.
+
+� Back of Berm
-sQ _
�651a GUT E -----
7/1-n
67� 1 — 40' Wide- State Highway) — ' — . 6e3.
90 2 —� W�.G
W EASTERLY SSD = 464'± SIG ASEMEN / FiVD
VV 56 58 — H B,
Q� Ln
0 10
62 400
D
d�
Top of Mass Highway Bound
Mass. Coord. System:
N: 2720930.68
E: 1007008.80
NAVD88 Datum:
E L=58.4±
/ Drive .
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36 \� 52 �' I+ G I
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LOT 2
s
ARE 12,710 SF± \
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AREA = 22,460 SF±
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AREA = 16,926 SF± LU J � I
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PLAN
SCALE: 1"=40'
49x0
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
_-llllllllllllllll. C 6
REVISED 8/19/2021: ADDED TRAFFIC NOTES.
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
CURB CUT PLAN
LOT 2- ROUTE 6A- YARMOUTH -PORT, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
4/19/2021 As Noted RFR JMO JMO-8807