1 inch = 100 feet - Dublin, Ohiodublinohiousa.gov/dev/dev/wp-content/uploads/2016/... · 1 inch =...
16
Transcript of 1 inch = 100 feet - Dublin, Ohiodublinohiousa.gov/dev/dev/wp-content/uploads/2016/... · 1 inch =...
GRAPHIC SCALE0 50 100 200
1 inch = 100 feet
2/16
2016-0968
November 2016
BENCH MARKS(NAVD 1988)
As Noted
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LA
N &
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ND
SHEET9 SHEET
10SHEET11
SHEET12
SHEET13
LEGEND - PROPOSEDLEGEND - EXISTING
LEGEND - ABBREVIATIONS
Vertical Datum
The Vertical Datum is based on the elevation established by the
Franklin County Engineering Department, at monument J5, being
739.532 feet in elevation. The said elevation was transferred from
said Franklin County Engineering Department monument using
differential leveling to the site. Said monument being the source
bench mark with an elevation that is based on the North American
Vertical Datum of 1988.
Horizontal Datum
The coordinates shown hereon are based on the same coordinate
system used for Ballantrae Section 1 Part 1 of record in Plat Book
98, Page 30.
HORIZONTAL CONTROL
HC#1
HC#2
HC#3
HC#4
HC#5
HC#6
HC#7
HC#8
HC#9
HC#10
HC#11
HC#1
HC#2
HC#3
HC#4
HC#6
HC#7 HC#9HC#10
HC#11
HC#8
HC#5
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GENERAL NOTES
UTILITIES
TRAFFIC CONTROL (SEE SHEET 5 FOR REQUIREMENTS)
EROSION AND SEDIMENT CONTROL
WATER LINE
MAIL DELIVERY
USE OF FIRE HYDRANTS
ADDITIONAL WATER LINE NOTES (CITY OF COLUMBUS)
PROJECT NOTES
EXPOSE EXISTING UTILITY:
GENERAL NOTES: (Continued on Sheet 4)
Spec Item No. Units Description General Sheet 9 Sheet 10 Sheet 11 Sheet 12 Sheet 13 Quantity
General
CMSC 614 LS Maintaining Traffic, As Per Plan 1 0 0 0 0 0 1
CMSC 623 LS Construction Layout Stakes 1 0 0 0 0 0 1
CMSC 624 LS Mobilization 1 0 0 0 0 0 1
Erosion Control
CMSC 207 SY Construction Seeding and Mulching 0 345 335 275 315 150 1,420
CMSC 207 EA Inlet Protection 0 1 5 2 2 4 14
CMSC 207 EA Straw Bale/Barrier 0 1 2 1 1 2 7
CMSC 207 LF Linear Sediment Barrier 0 0 485 125 60 125 795
CMSC 653 CY Topsoil Furnished and Placed 0 15 15 12 15 10 67
CMSC 659 SY Seeding and Mulching, As Per Plan 0 345 335 275 315 150 1,420
Pavement
CMSC 202 SF Concrete Walk Removed 0 0 0 0 0 125 125
CMSC 202 LF Curb and Gutter Removed 0 0 0 0 0 47 47
CMSC 254 SY Asphalt Pavement Planing (t=1.5") 0 95 395 308 374 220 1,392
CMSC 259 SY Permanent Pavement Replacement, Type I As Per Plan 0 92 321 192 204 186 995
CMSC 259 SYPermanent Shared-Use Path Pavement Replacement, Type I As PerPlan
0 0 5 0 0 0 5
CMSC 259 SY Driveway Pavement Replacement, Type IIIC 0 17 0 0 13 0 30
CMSC 407(MOD) Gal. Tack Coat - NTSS-1HM Trackless Tack Coat 0 28 108 75 87 62 360
CMSC 448 CYAsphalt Concrete Surface Course (Medium Traffic), PG 64-22 - 1
1/2"0 8 30 21 25 17 101
CMSC 608 SF Concrete Walk (t=4") 0 0 0 0 0 125 125
CMSC 608 EA Curb Ramp Cost to Finish 0 0 0 0 0 1 1
CMSC 608 EA Detectable Warning Panel, As Per Plan 0 0 0 0 0 4 4
CMSC 609 LF Combination Curb and Gutter 0 0 0 0 0 47 47
CMSC 644 Mile Edge Line (4", White) 0.35 0 0 0 0 0 0.35
CMSC 644 Mile Center Line (4", Double Yellow) 0.22 0 0 0 0 0 0.22
CMSC 644 L.F. Channelizing Line (8", White) 32 0 0 0 0 0 32
CMSC 644 L.F. Crosswalk Line (10", White) 52 0 0 0 0 0 52
CMSC 644 L.F. Transverse/Diagonal Line (24", Yellow) 38 0 0 0 0 0 38
CMSC 644 LS Removal of Pavement Markings 650 0 0 0 0 0 650
Water
CMSC 801 LF 6 Inch Water Pipe and Fittings w/ Backfill As Per Plan 0 6 38 17 25 10 96
CMSC 801 LF 8 Inch Water Pipe and Fittings w/ Backfill As Per Plan 0 0 80 0 0 33 113
CMSC 801 LF 16 Inch Water Pipe and Fittings w/ Backfill As Per Plan 0 400 525 525 525 270 2,245
CMSC 801* CY Concrete Blocking Class C, Increase or Decrease 15 0 0 0 0 0 15
CMSC 801* LBS Ductile Iron Fittings, Increase or Decrease 1,500 0 0 0 0 0 1,500
CMSC 802 EA 16" Valve and Appurtenances 0 0 1 0 0 1 2
CMSC 802 EA 8" Valve and Appurtenances 0 0 2 0 0 2 4
CMSC 802 EA 6" Valve and Appurtenances 0 1 3 2 2 1 9
CMSC 809 EA Fire Hydrant 0 1 2 2 2 1 8
CMSC 811* CY Increase or Decrease in Excavation and Backfill 50 0 0 0 0 0 50
CMSC SPEC LS Survey Coordinates 1 0 0 0 0 0 1
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None
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EO
Q &
DE
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ESTIMATE OF QUANTITIES
GENERAL NOTES (Continued)
SITE VISIT:
RIGHTS-OF-WAY:
WORK LIMITS:
MAINTAIN DRAINAGE:
SOIL STOCKPILES:
GRADE CHANGES:
EXISTING VALVES:
HAND SWABBING:
ITEM 259 - PERMANENT PAVEMENT REPLACEMENT, TYPE I (AS PER PLAN)
”
”
”
ITEM 259 - PERMANENT SHARED-USE PATH PAVEMENT REPLACEMENT, TYPE I (ASPER PLAN)
”
”
”
ITEM: DETECTABLE WARNING PANEL AS PER PLAN
“
”
” ”
” ”
” ”
ITEM 659 - SEEDING AND MULCHING, AS PER PLAN
“ ”
"A"
FULL-WIDTH TRENCH RESTORATION ANDPERMANENT PAVEMENT REPLACEMENT
PAVEMENT RESTORATION DETAILS
PARTIAL WIDTH TRENCH RESTORATION
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November 2016
None
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CO
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DIN
AT
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AB
LE
RINGS ROAD 16" WATER MAIN RINGS ROAD 8" WATER MAIN TO KINVARRA LANE
RINGS ROAD 8" WATER MAIN - PENSWORTHY DRIVE
5512 Kinvarra Court 5560 Kinvarra Court 5558 Kinvarra Lane
5513 Kinvarra Court 5511 Kinvarra Lane 5559 Kinvarra Lane
5520 Kinvarra Court 5518 Kinvarra Lane 5566 Kinvarra Lane
5521 Kinvarra Court 5519 Kinvarra Lane 5567 Kinvarra Lane
5528 Kinvarra Court 5526 Kinvarra Lane 5574 Kinvarra Lane
5529 Kinvarra Court 5527 Kinvarra Lane 5575 Kinvarra Lane
5536 Kinvarra Court 5534 Kinvarra Lane 5582 Kinvarra Lane
5537 Kinvarra Court 5535 Kinvarra Lane 5583 Kinvarra Lane
5544 Kinvarra Court 5542 Kinvarra Lane 5590 Kinvarra Lane
5545 Kinvarra Court 5543 Kinvarra Lane 5598 Kinvarra Lane
5552 Kinvarra Court 5550 Kinvarra Lane 5606 Kinvarra Lane
5553 Kinvarra Court 5551 Kinvarra Lane 5621 Kinvarra Lane
ADDRESSES IMPACTED
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OF
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& D
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S
ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN
CONSTRUCTION INITIATION
TEMPORARY PAVEMENT MARKINGS
ALTERNATE METHODS
LOCAL ACCESS
PEDESTRIAN ACCESS
COVERING SIGNS
CONFLICTING MARKINGS
EXISTING TRAFFIC SIGN MAINTENANCE
SIGNS, BARRICADES, AND VERTICAL PANELS
LANE CLOSURE/REDUCTION REQUIRED
PAYMENT
MOT-TYPICAL WORK ZONE A (See Sheet 7)
TABLE I (SIGN SPACING) TABLE IILEGEND:SIGN LEGEND:
GRAPHIC SCALE0 25 50 100
1 inch = 50 feet
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November 2016
1" = 40'
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MA
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OF
TR
AFF
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MA
TC
H L
INE
13+
00.0
0 - S
EE
TH
I SH
EE
T
MA
TC
H L
INE
13+
00.0
0 - S
EE
TH
I SH
EE
T
EIT
ER
MA
N R
OA
D
RINGS ROAD
RINGS ROAD
RO
YA
L D
UB
LIN
DR
IVE
KIN
VA
RR
A C
OU
RT
KINVARRA LANE
TAYSIDE CIRCLE
RINGS ROAD RINGS ROAD
BO
NA
NZ
A L
AN
EPE
NSW
OR
TH
Y D
RIV
E
STOCKTON WAY
TAYSIDE CIRCLE
SOLID ACROSS ROAD10' TYPE III SOLID BARRICADE
SOLID ACROSS ROAD10' TYPE III SOLID BARRICADE
PORTABLE CHANGEABLEMESSAGE SIGN
GRAPHIC SCALE0 25 50 100
1 inch = 50 feet
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November 2016
1" = 40'
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JOB NO.
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EX
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STR
IPIN
G P
LA
N &
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MA
TC
H L
INE
13+
00.0
0 - S
EE
TH
I SH
EE
T
MA
TC
H L
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13+
00.0
0 - S
EE
TH
I SH
EE
T
EIT
ER
MA
N R
OA
D
RINGS ROAD
RINGS ROAD
RO
YA
L D
UB
LIN
DR
IVE
KIN
VA
RR
A C
OU
RT
KINVARRA LANE
TAYSIDE CIRCLE
RINGS ROADRINGS ROAD B
ON
AN
ZA
LA
NE
PEN
SWO
RT
HY
DR
IVE
STOCKTON WAY
TAYSIDE CIRCLE
LINE SPECIFICATIONS
TRANSVERSE LINE DETAIL
9/16
2016-0968
November 2016
Horiz: 1" = 20'Vert: 1" = 5'
DATE
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JOB NO.
SHEET
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IMPR
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FOR
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RO
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WA
TE
RL
INE
EX
TE
NSI
ON
PLA
N &
PR
OFI
LE
RINGS ROAD
EIT
ER
MA
N R
OA
D
KINVARRA LANE
GRAPHIC SCALE0 10 20 40
1 inch = 20 feet
MA
TC
H L
INE
4+0
0.00
- SE
E S
HE
ET
10
MA
TC
H L
INE
4+0
0.00
- SE
E S
HE
ET
10
LEGEND
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2016-0968
November 2016
Horiz: 1" = 20'Vert: 1" = 5'
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SD
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ESC
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NM
AR
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SCALE
JOB NO.
SHEET
CIT
Y O
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UB
LIN
WA
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RL
INE
IMPR
OV
EM
EN
TS
FOR
RIN
GS
RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
PLA
N &
PR
OFI
LE
RINGS ROAD
RO
YA
L D
UB
LIN
DR
IVE
KINVARRA LANE
TAYSIDE CIRCLE
GRAPHIC SCALE0 10 20 40
1 inch = 20 feet
MA
TC
H L
INE
9+2
5.00
- SE
E S
HE
ET
11
MA
TC
H L
INE
4+0
0.00
- SE
E S
HE
ET
9
MA
TC
H L
INE
4+0
0.00
- SE
E S
HE
ET
9
MA
TC
H L
INE
9+2
5.00
- SE
E S
HE
ET
11
LEGEND
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November 2016
Horiz: 1" = 20'Vert: 1" = 5'
DATE
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NM
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JOB NO.
SHEET
CIT
Y O
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LIN
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TE
RL
INE
IMPR
OV
EM
EN
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FOR
RIN
GS
RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
PLA
N &
PR
OFI
LE
RINGS ROAD
TAYSIDE CIRCLE
GRAPHIC SCALE0 10 20 40
1 inch = 20 feet
MA
TC
H L
INE
14+
50.0
0 - S
EE
SH
EE
T 1
2
MA
TC
H L
INE
9+2
5.00
- SE
E S
HE
ET
10
MA
TC
H L
INE
14+
50.0
0 - S
EE
SH
EE
T 1
2
MA
TC
H L
INE
9+2
5.00
- SE
E S
HE
ET
10
LEGEND
12/16
2016-0968
November 2016
Horiz: 1" = 20'Vert: 1" = 5'
DATE
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NM
AR
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SCALE
JOB NO.
SHEET
CIT
Y O
F D
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LIN
WA
TE
RL
INE
IMPR
OV
EM
EN
TS
FOR
RIN
GS
RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
PLA
N &
PR
OFI
LE
RINGS ROAD
GRAPHIC SCALE0 10 20 40
1 inch = 20 feet
MA
TC
H L
INE
19+
75.0
0 - S
EE
SH
EE
T 1
3
MA
TC
H L
INE
14+
50.0
0 - S
EE
SH
EE
T 1
1
MA
TC
H L
INE
19+
75.0
0 - S
EE
SH
EE
T 1
3
MA
TC
H L
INE
14+
50.0
0 - S
EE
SH
EE
T 1
1
LEGEND
GRAPHIC SCALE0 10 20 40
1 inch = 20 feet
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November 2016
Horiz: 1" = 20'Vert: 1" = 5'
DATE
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NM
AR
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SCALE
JOB NO.
SHEET
CIT
Y O
F D
UB
LIN
WA
TE
RL
INE
IMPR
OV
EM
EN
TS
FOR
RIN
GS
RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
PLA
N &
PR
OFI
LE
RINGS ROAD
PEN
SWO
RT
HY
DR
IVE
MA
TC
H L
INE
19+
75.0
0 - S
EE
SH
EE
T 1
2
MA
TC
H L
INE
19+
75.0
0 - S
EE
SH
EE
T 1
2
BO
NA
NZ
A L
AN
E
HYDRANT PROFILE AT STA 19+20.00 PROP 8" WM AT STA 21+42.99
PROP 8" WM AT STA 7+16.07
LEGEND
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None
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JOB NO.
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IMPR
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FOR
RIN
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RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
ER
OSI
ON
CO
NT
RO
L N
OT
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CONTRACTOR'S RESPONSIBILITIES:
TEMPORARY AND PERMANENT SEEDING:
15/16
2016-0968
November 2016
None
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IMPR
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EM
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FOR
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RO
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WA
TE
RL
INE
EX
TE
NSI
ON
ER
OSI
ON
CO
NT
RO
L D
ET
AIL
S
INSTALLATION:
MAINTENANCE:
MATERIAL PROPERTIES
SEDIMENT FENCE
MAINTENANCE
SECTION A-A
PLAN VIEW
FILTER FABRIC INLET PROTECTIONSEDIMENT FENCE DETAIL(LINEAR SEDIMENT BARRIER)
DANDY BAG OR EQUAL
INSTALLATION:
MAINTENACE:
PLAN VIEW
SECTION A-A
STRAW BALE BARRIER
CHANNEL FLOW APPLICATIONS
NOTE:
MAINTENANCE
STRAW WATTLE (LINEAR SEDIMENT BARRIER)
THE BEAVER DAM OR EQUAL
TRENCH DEWATERING FILTER BAG
16/16
2016-0968
November 2016
As Noted
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JOB NO.
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IMPR
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EM
EN
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FOR
RIN
GS
RO
AD
WA
TE
RL
INE
EX
TE
NSI
ON
ER
OSI
ON
CO
NT
RO
L P
LA
N
MA
TC
H L
INE
13+
00.0
0 - S
EE
TH
I SH
EE
T
MA
TC
H L
INE
13+
00.0
0 - S
EE
TH
I SH
EE
T
EIT
ER
MA
N R
OA
D
RINGS ROAD
RINGS ROAD
RO
YA
L D
UB
LIN
DR
IVE
KIN
VA
RR
A C
OU
RT
KINVARRA LANE
TAYSIDE CIRCLE
RINGS ROAD
RINGS ROAD
BO
NA
NZ
A L
AN
E
PEN
SWO
RT
HY
DR
IVE
STOCKTON WAY
PENSW
OR
THY
DR
IVE
TAYSIDE CIRCLE
LEGEND:
GRAPHIC SCALE0 25 50 100
1 inch = 50 feet
