HomeMy WebLinkAboutC6 Curb Cut Plan, f ll7c S Work Zane Sa" STATIONARY OPERATIONS
Standard Oeetails TWO LANE UNDIVIDED ROADWAY
H �h_Forr�aaa �••,"N� and Drawings SHOULDER CLOSED
PAGE 22
' NUMBER OF DEVICES BASED ON 400 FT WOR K ZONE
NOTES
1. MA -112-1 Da at C,2 and Al2.
LEGEND
® WORK ZONE
• CHANNELIZATION DEVICE
FLASHING AR3ROW BOARD
Ef] PORTABLE CHANGEABLE MEGSAGE SIGN
® TRUCK mouNiTED ATTENUATOR
Q RADAR SPEED FEEDBACK BOARD
POLICE DETAPL OR U14IFOR MED FLAG GER
TEMPORARY PORTABLE RUMBLE STRIA
u TYPE III BARRICADE
NOT TO SCALE
1^2051
C HANNEL LZAT?DN DEV ICES rDRUM5 OR CONES,
POSTED
SPACING FOR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
SPEED
ADVANCE WARNING
SHOULDER
BUFFER
DEVICE
M'•a
LIM _
SIG14S (FT)
TAPER
ZDNE
SPACING
4 DF
.MP-
(A,B,C)
LENGTH
LENGTH
�
UTILITY POLE
®
CATCH BASIN
(Li?- FT'
(moi
0
DRAINAGE MANHOLE
__--
5M05MY500
lie
565
J (p
J
FENCE
- -c5
5001100011000
227
49'5
z0
CDf
60a3v
1 DDD ; ICN.' 2600
260
645
-
' NUMBER OF DEVICES BASED ON 400 FT WOR K ZONE
NOTES
1. MA -112-1 Da at C,2 and Al2.
LEGEND
® WORK ZONE
• CHANNELIZATION DEVICE
FLASHING AR3ROW BOARD
Ef] PORTABLE CHANGEABLE MEGSAGE SIGN
® TRUCK mouNiTED ATTENUATOR
Q RADAR SPEED FEEDBACK BOARD
POLICE DETAPL OR U14IFOR MED FLAG GER
TEMPORARY PORTABLE RUMBLE STRIA
u TYPE III BARRICADE
NOT TO SCALE
1^2051
LEGEND
32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
O�L;L
I
t
`T
T
MA -R!2 -10e
END ROAD
WORK
-AL. t,�A-F2- • ,c
r I41_r _41 �
H
LL
BUFFE3
�r.
SHOULDER A' 21-5
- - W Rr
E;
+ ROAD
NARROWS •'S '5-1
I O N3 SEI M = WORK MW
-9-0ti SPEEDING
MA -R2-1 Da
FINES
)Q10 4 DOUBLED
CIVGd (1?43 O
ROAD
WORK W,_D-1
xxx
WDA ZanDetails e Sa" FIGURE 8
r� !7753 Standard STATIONARY OPERATIONS
7NOLANE UNDrVIDED ROADWAY
and Drawing= SHOULDER CLOSED
PACE 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UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.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
—E—
UNDERGROUND ELECTRIC SERVICE
e
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
Reserve
RESERVED FOR FUTURE
�
UTILITY POLE
®
CATCH BASIN
'Cr
FIRE HYDRANT
0
DRAINAGE MANHOLE
■
CONCRETE BOUND, FOUND
—X—X—
LIMIT OF WORK
J (p
J
FENCE
--�-�-�
GUARDRAILS
EDGE OF CLEARING
Ln MHB,
M
yr
�. ' 1
FND
+V
64+ o
CD101 Q0CTI,
I I + N
cy CO
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29.1-791
(4p
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F`N � ,ate Hi
0 , o l l gh wa
- ERLY SSD = 937'± , P' ' 62
WEST
0O
'--' _EASTERLY SSD
-------- -- - _610'_±
0
IA
O
STATE HIGHWAY LAYOUT SHOULDER TREATMENT:
O/� va - 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).
Top of Mass Highway Bound - ALL DISTURBED AREAS WITHIN THIS ZONE SHALL BE LOAMED & SEEDED AFTER
O Mass. Coord. System: CONSTRUCTION PER THE STANDARDS OF MASSDOT'S 2021 STANDARDSAND SPECIFICATIONS
N: 2720847.75 FOR HIGHWAYS AND BRIDGES, M6.03.0: LONG-TERM SEED MIXES FOR LAWNS AND SLOPES.
/
��/ E: 1006864.30 - GRASS SEED MIX SHALL CONFORM TO THE REQUIREMENTS OF TABLE M6.03.0-2: GRASS SEED NAVD88 Datum: REQUIREMENTS FOR SLOPES AND SHOULDERS.
E L=53.4±
Ul
dnaell 41.
Back of Berm °-,° ,,�0 MHB, '
/ I 64 m FND
ij
401.09' TO HOCKANOM RD (CLTO CL)i — �B _ _ _ — � � \ � aved
_1� — — — — -e'—'—, mDriv
LVT�f
65 00 lz�l
(40' Wide- State Highway) Y_ ® — -ry
—� WSi.I HB,
FND
-_711 _35: —52 -
WESTERLY SSD - 937'± SIGHT EASEMENT Q Z ,
�1 Edge of P
L'i" .0 aT0 EASTERLY SSD = 10Ment +—
o '-'-'� 48x5 1 430. , OUT
U, / (D 50 _ PaVed `° �6 Wq -
-��. \ o / / � X �I z U � � I � t Puglo{f P — . RD REgCH (CL TO CL
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� o / C:) Drive —'—'
/ 56 ' � �2T /
ALO 62
OT 7 —
/ 13,187 SF± z
OPEN SPACE/ o% �`�'�;�
�, } I o LU
U_
TOTAL AREA = 238,328 SF± ��� o�'�o`` I o
WETLAND = 545 SF±
UPLAND = 237,783 SF± I
T 8 ,
2 0 SF± I s
_ \ s
— U S �,
h /
LO
58
± l
#2936B
T -r2 L 1
20 691 SF± SF±
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/
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OT 1\9
16,034 SF±
\5� PE EASEMENT �
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x
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o
I 25'
L0 I
L--�
60
I
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161171
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PLAN
SCALE: 1"=40'
rn
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G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
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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:
8/31/2022 As Noted RFR JMO JMO-8807