Bracken_Road_(D-0430)_Widening_Project_Preliminary_Plans.pdf
PDF 25 MB Posted
- Solicitation number
- RFQ #22071
- Issued by
- Greenville County, South Carolina
About this file
The file is a comprehensive set of preliminary engineering design plans for the Bracken Road (D-0430) Widening Project, prepared by GMC Network for Greenville County Public Works in South Carolina. The project involves widening Bracken Road from Augusta Road to Piedmont Highway, specifically transforming the existing two 9' lanes into three 12' lanes with accompanying drainage and utility improvements. The design documents include detailed plans for roadway improvements, demolition, grading, drainage, erosion control, and various technical details across multiple sheets covering road segments from station 10+00 to 104+52.
The project encompasses approximately 17 acres of disturbance and involves extensive utility relocations, including power poles, water lines, and existing storm drainage infrastructure. The engineering plans specify precise road cross-sections, slope requirements, pavement construction details, and erosion control measures. Specific technical specifications include using reinforced concrete pipe for storm sewers, establishing specific slope and grading requirements, and implementing comprehensive erosion control strategies. The design integrates detailed considerations for existing landscape features, utility placements, and ensuring proper drainage along the entire project corridor.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E a s t
M c B e
A v e n u e
S u i t
T
G
M
C
N
W
O
R
K r e e n v i l l e
S
C
D R
A
B
Y
I S
S U
D
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
L
U
N T
Y
B r a c k n o a d
P i e d m o n t
S
C
G
U n i v e r s i y i d g e
S u i
V
I r e e n v i l l e
S
C
C O
V E
R
S
H E
E T
HUNTER CRUMLEY - SC PE# 32955
OWNER/ENGINEER
GREENVILLE COUNTY
PUBLIC WORKS
301 UNIVERSITY RIDGE, SUITE 3800
GREENVILLE, SC 29601
CONTACT: HUNTER CRUMLEY
864-467-7192
I have placed my signature and seal on the design documents submitted signifying that I accept responsibility for the design of the system. Further, I certify to the best of my knowledge and belief that the design is consistent with the requirements of Title 48, Chapter 14 of the Code of Laws of SC, 1976 as amended, pursuant to Regulation 72-300 et seq.(if applicable), and in accordance with the terms and conditions of SCR100000.
BRACKEN ROAD (D-0430) WIDENING
BRACKEN ROAD
PIEDMONT, SC 29673
UTILITY/GOVERNMENTAL
CONTACT LIST:
VICINITY MAP
N.T.S.
PROJECT LOCATION
(BRACKEN ROAD)
I
A
U
G
U
S
A
D
COVER SHEET
LOCATION PLAN
DEMOLITION PLAN
ROADWAY IMPROVEMENT PLAN
SHEET INDEX
3-9
10-16
G-001
G-002
C-001 - C-007
C-101 - C-107
17-23
24-25
40-46
C-208 - C-209ROADWAY TYPICAL SECTIONS
C-301 - C-307SINGLE-PHASE EROSION CONTROL PLAN
47 C-308SEDIMENT AND EROSION CONTROL NOTES
GRADING AND DRAINAGE PLAN C-201 - C-207
WATER COMPANY: POWER COMPANY:
SEWER COMPANY: DEPARTMENT OF TRANSPORTATION:
FIRE DEPARTMENT: LOCAL ZONING OFFICE:
O
O
A
D
48-51 C-401 - C-404DETAILS
26-39 C-208 - C-209ROADWAY TYPICAL SECTIONS
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
N
L Y
O
N L Y
ONLY
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
G
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
L O
C A
T I O
N
P
L A
N
( IN FEET )
GRAPHIC SCALE
1 inch = 300 ft.
300 0 150 300 600 1200
STA 10+00 - 23+50
C-001
C-101
C-201
C-301
STA 23+50 - 39+00
C-002
C-102
C-202
C-302
STA 39+00 - 54+00
C-003
C-103
C-203
C-303
STA 54+00 - 69+00
C-004
C-104
C-204
C-304
STA 69+00 - 84+25
C-005
C-105
C-205
C-305
STA 84+25 - 99+50
C-006
C-106
C-206
C-306
STA 99+50 - 104+52
C-007
C-107
C-207
C-307
STA 99+50
STA 69+00
STA 84+25
AUGUSTA ROAD
MATCH LINE, TYP.
OLD GROVE ROAD
STA 54+00
STA 10+00
STA 23+50
STA 39+50
STA 104+52
E
E
E
E
O
H
P
O
H
P
O
H
P
O
H
P
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING SIGN
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
NOTE: CONTRACTOR SHALL RESET ALL MAILBOXES SHOWN AS
DEMOLISHED 1' OFF EDGE OF PAVEMENT, SEE DETAIL
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING SIGN
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
DEMO EXISTING 25 LF 18" RCP
DEMO WOOD FENCE
TO GATE POST
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S T
A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
STA:39+00
s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L
I
S
H
E
M
A
T
C
H
L
I
E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
E
E
E
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING SIGN
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
DEMO EXISTING 24 LF 18" RCP
DEMO EXISTING 28 LF 15" CPP
DEMO EXISTING 216 LF 18" RCP
RELOCATE EXISTING
LIGHT POLE
EXISTING UTILITY PEDESTAL/BOX TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L
I
E
M
A
T
C
H
L I N
E
S
H
E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
E
E
E
E
E
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
G
G
G
W
W
W
W
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
E
E
E
E
E
E
W
W
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
W
G
W
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O N
L Y
O N
L Y
O
N
L
Y
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING SIGNS
RELOCATE EXISTING SIGN
RELOCATE EXISTING SIGNS
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
E
X
I
S
T
I
T
L
O
C
A
T
E
D
C
O
N
T
R
A
C
T
A
O
R
D
I
N
A
T
H
R
E
S
P
E
C
T
I
I
L
I
T
I
E
S
EXISTING WATER LINE AND FIRE HYDRANT
TO BE RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
DEMO EXISTING 100 LF 15" RCP
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
STA:69+00
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L I N
E
S
H
E
M
A
T
C
H
L
I
E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
EEEEE
E
E
E
W
W W
W
W W
W
W W
WWWWWW
W
GG
GG
G
G
G G
G
G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
XXXXXXXXXXXXXXXXXXXXXXX
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING SIGN
RELOCATE EXISTING SIGN
EXISTING UNDERGROUND POWER LINE TO
BE RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING WATER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING WATER LINE AND FIRE HYDRANT
TO BE RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING WATER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
DEMO EXISTING TREE
DEMO EXISTING 20 LF 18" RCP
DEMO EXISTING 37 LF 18" RCP
DEMO EXISTING 71 LF 18" RCP
AND CATCH BASIN
DEMO EXISTING 21 LF 18" RCP
DEMO EXISTING 65 LF 18" RCP
AND HEADWALLS
DEMO EXISTING
CURB & GUTTER
EXISTING UTILITY PEDESTAL/BOX TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
M A
T C
H L
I N
E
S
H E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
P
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W W
W
W
W W
GG
G
G
GGGGG
G
E
E
O
H
P
O
H
P
E
E
E
E
E
E
E
E
E E
E E
E E
E
EEE
E
E
G
G
G
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X X
X X
X X
XXXXXXXXXXX
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X
X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X
X
X
X
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING GAS LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING GAS LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING WATER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
DEMO EXISTING TREE
DEMO EXISTING TREE
DEMO EXISTING TREE
DEMO EXISTING
73 LF 18" RCP
DEMO EXISTING 23 LF 15" RCP
DEMO EXISTING 17 LF 18" RCP
EXISTING UTILITY PEDESTAL/BOX TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
RELOCATE EXISTING MAILBOX
DEMO AND REPLACE
EXISTING BRICK
COLUMN/MAILBOX
RELOCATE EXISTING MAILBOX
DEMO EXISTING 18 LF 15" RCP
DEMO EXISTING 21 LF 18" RCP
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
M
A
T
C
H
L I N
E
S
H
E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
P
O
H
P
O
H
P
O
H
P
O
H
P
O H
P
O H
P
O H
P
O H
P
O
H
P
O H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
E
W
W
W
W
W
W
O H
P
O H
P
O H
P
O H
P
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
W
W
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
E
E
E
E
E
E
E
E
E
E
E
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
EXISTING POWER POLE TO BE
RELOCATED. CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITIES
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
EXISTING POWER LINE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
RESPECTIVE UTILITIES
DEMO EXISTING TREE
DEMO EXISTING TREE
DEMO EXISTING TREE
DEMO EXISTING 17 LF 18" RCP
RELOCATE EXISTING MAILBOX
DEMO AND REPLACE
EXISTING BRICK
COLUMN/MAILBOX
DEMO EXISTING 21 LF 18" RCP
RELOCATE EXISTING SIGN
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
0 S
T
A
S
T
A
S
T
A
S
T
A
S T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
D E
M O
L I T
I O
N
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L I N
E
S
H
E
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DEMO NOTES
1. THE REMOVAL OF STORM PIPES AND STRUCTURES SHOWN HEREON SHALL BE DONE IN CONJUNCTION WITH THE INSTALLATION OF
THE RESPECTIVE NEW STORM PIPES AND STRUCTURES AS SHOWN ON THE DRAINAGE PLANS, SHEET C-201 - C-207, SO THAT THE
UPSTREAM STORM STRUCTURES TO REMAIN ARE ABLE TO MAINTAIN A POSITIVE DRAINAGE PATH AT ALL TIMES.
2. UTILITY SERVICES SHALL BE MAINTAINED TO ALL ADJACENT PARCELS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED
WITHOUT COORDINATION WITH THE ADJACENT PROPERTY OWNERS OR USERS.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING THE PORTIONS OF WORK WHICH MAY
BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR
SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THEIR
ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR
ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION, AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
6. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
8. NO EQUIPMENT SHALL BE STORED WITHIN ANY RIGHT-OF-WAY WITHOUT PERMISSION OF RIGHT-OF-WAY OWNER.
DEMO LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
X X
DENOTES SPECIFIC DEMOLITION ITEMS
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED 2-INCHES
CLEARING LIMITS
TIE TO EXISTING
PAVEMENT STRIPING
4" DOUBLE YELLOW
SOLID LINES
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
10' PAVEMENT TRANSITION TO
EXISTING PAVEMENT (APPLY TACK
COAT PER SPEC SECTION 401.4.18)
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID WHITE LINE
STA:10+00.00
N: 1060546.4547
E: 1573174.6311
STA:12+40.38
N: 1060589.3309
E: 1573411.1582
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
M A
T C
H L
I N
E
S
H E
P
P
O
W
F
N
E
S
T
R
I
P
I
I
S
V
E
M
E
N
T
M
A
R
K
E
D
A
N
D
A
R
D
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID WHITE LINE
4" SOLID WHITE LINE
PC
STA:25+34.06
N: 1060819.5972
E: 1574684.1821
MPC
STA:29+17.05
N: 1060961.3181
E: 1575037.1599
PT
STA:33+00.04
N: 1061230.8438
E: 1575305.5516
PC
STA:36+16.66
N: 1061495.6074
E: 1575479.1816
MPC
STA:38+08.49
N: 1061662.6380
E: 1575573.2356
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S T
A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
STA:39+00
s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
36" R1-1 STOP SIGN
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID WHITE LINE
STA:38+08.49
N: 1061662.6380
E: 1575573.2356
PT
STA:40+00.33
N: 1061840.8211
E: 1575643.9189
PC
STA:41+85.35
N: 1062017.0159
E: 1575700.3693
MPC
STA:45+32.72
N: 1062319.0274
E: 1575867.4936
PT
STA:48+80.10
N: 1062534.6205
E: 1576137.0509
STA:54+38.01
N: 1062791.8748
E: 1576632.1142
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L
I
E
2 M
A
T
C
H
L I N
E
S
H
E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
TIE TO EXISTING
PAVEMENT STRIPING
10' PAVEMENT TRANSITION TO
EXISTING PAVEMENT (APPLY TACK
COAT PER SPEC SECTION 401.4.18)
36" R1-1 STOP SIGN
TIE TO EXISTING
PAVEMENT STRIPING
10' PAVEMENT TRANSITION TO
EXISTING PAVEMENT (APPLY TACK
COAT PER SPEC SECTION 401.4.18)
36" R1-1 STOP SIGN
O N
L Y
O N
L Y
O
N
L
Y
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" DOUBLE YELLOW
SOLID LINES
4" SOLID WHITE LINE
4" DOUBLE YELLOW
SOLID LINES
4" SOLID WHITE LINE
STA:57+92.64
N: 1062953.0624
E: 1576948.0002
STA:59+42.73
N: 1063022.6456
E: 1577080.9859
STA:65+40.25
N: 1063269.0596
E: 1577623.4205
PC
STA:66+05.73
N: 1063281.4915
E: 1577687.7001
PT
STA:66+49.01
N: 1063288.9169
E: 1577730.3397
MPC
STA:66+27.37
N: 1063285.3935
E: 1577708.9869
STA:69+83.55
N: 1063340.4594
E: 1578060.8810
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
STA:69+00
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L I N
E
S
H
E
M
A
T
C
H
L
I
E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
36" R1-1 STOP SIGN
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID WHITE LINE
STA:69+83.55
N: 1063340.4594
E: 1578060.8810
PC
STA:74+23.66
N: 1063413.5318
E: 1578494.8830
PT
STA:76+98.02
N: 1063446.7422
E: 1578767.1328
MPC
STA:75+60.84
N: 1063433.2302
E: 1578630.6306
STA:78+28.77
N: 1063456.6663
E: 1578897.5052
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
M A
T C
H L
I N
E
S
H E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
INSTALL 150 LF 3"
ASPHALT BERM
ALONG ROADWAY
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID WHITE LINE
PC
STA:91+96.41
N: 1063568.0329
E: 1580260.6074
PT
STA:95+09.84
N: 1063634.4686
E: 1580565.9770
MPC
STA:93+53.13
N: 1063591.1054
E: 1580415.4994
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
M
A
T
C
H
L I N
E
S
H
E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
4" DOUBLE YELLOW
SOLID LINES
TIE TO EXISTING
PAVEMENT STRIPING
RELOCATED SPEED
LIMIT SIGN
10' PAVEMENT TRANSITION TO
EXISTING PAVEMENT (APPLY TACK
COAT PER SPEC SECTION 401.4.18)
INSTALL 150 LF 3"
ASPHALT BERM
ALONG ROADWAY
APPLY TWO-WAY LEFT TURN LANE
STRIPING AND RAISED PAVEMENT
MARKERS PER SCDOT STANDARD
630-210-00 AND 630-105-00
4" SOLID
WHITE LINE
PT
STA:95+09.84
N: 1063634.4686
E: 1580565.9770
STA:101+57.76
N: 1063854.7591
E: 1581175.2953
STA:103+61.91
N: 1063923.4222
E: 1581367.5470
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
0 S
T
A
S
T
A
S
T
A
S
T
A
S T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
R O
A D
W A
Y
I M
P R
O V
E M
E N
T
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L I N
E
S
H
E
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GREENVILLE COUNTY REGULATIONS,
SPECIFICATIONS, AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM FIELD RUN SURVEY.
4. THIS PROPERTY DOES NOT LIE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE
AREA", AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS
REFLECTED BY FLOOD INSURANCE RATE MAP NUMBER 450089 PANEL 0456 SUFFIX E AND MAP
NUMBER 450089 PANEL 0457 SUFFIX E.
NOTES
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRIVEWAY ASPHALT
REPLACE EXIS. GRAVEL DRIVEWAY
DISTURBED BY GRADING ACTIVITIES W/
6" THICK GRADED AGGREGATE BASE
SITE LEGEND
1.5" ASPHALT MILL & INLAY (150 LB/SY)
PER SCDOT SPEC SECTION 406 (APPLY
TACK COAT PER SPEC SECTION 401.4.18)
RIGHT-OF-WAY ASPHALT (SEE SHEET
C-208 FOR DETAIL)
P
O
H
P
O
H
P
O
H
P
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
S T
A
STORM PIPE NOTES
1. UNLESS SPECIFICALLY STATED OTHERWISE, CONTRACTOR MAY SELECT ONE OF THE
FOLLOWING FOR STORM PIPES:
1.1. REINFORCED CONCRETE PIPE
****NOTE: HP STORM, BY ADVANCED DRAINAGE SYSTEMS, INC., MAY BE
SUBSTITUTED FOR RCP FOR ALL ON-SITE PIPE UNLESS BURY DEPTHS
EXCEED 15' (SUBJECT TO APPROVAL BY THE GREENVILLE COUNTY
ENGINEER)
1.1.1. FOR FILLS LESS THAN 15 FEET OVER TOP OF PIPE: CLASS III OR GREATER
SHALL BE USED
1.1.2. FOR FILLS 15 FEET TO 20 FEET OVER PIPE: CLASS IV OR GREATER SHALL BE
USED.
1.1.3. FOR FILLS GREATER THAN 20 FEET OVER PIPE: CLASS V OR GREATER SHALL
BE USED.
1.1.4. JOINT MATERIAL:
1.1.4.1. RUBBER O-RING GASKET: ASTM C990 (SOIL TIGHT) OR ASTM C 443 (WATER
TIGHT)
1.2. HIGH DENSITY POLYETHYLENE PIPE (HDPE): AASHTO M252 TYPE S, M 294 TYPE S,
OR ASTM F 2306 SMOTH INTERIOR/ANNULAR EXTERIOR (HDPE WILL BE EVALUATED
ON A CASE BY CASE BASIS FOR USAGE IN THE GREENVILLE COUNTY
RIGHT-OF-WAY AND IS SUBJECT TO COUNTY APPROVAL)
1.2.1. JOIN MATERIAL:
1.2.1.1. RUBBER GASKET
1.2.1.1.1. ADS N-12 WT BY ADVANCED DRAINAGE SYSTEMS, INC.
1.2.1.1.2. BLUE SEAL BY HANCOR, INC.
GRADING NOTES
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING RELOCATION OF ANY EXISTING UTILITIES. ALL
COSTS SHALL BE INCLUDED IN THE BASE BID.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALL EXISTING UTILITIES (ABOVE OR BELOW
GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS AND/OR FROM UTILITY OWNERS. GREENVILLE COUNTY/GMC DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS
SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES
(ABOVE OR BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY
COMPANIES AND THE UTILITIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION
OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY GREENVILLE COUNTY OF ANY DISCREPANCIES THAT
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3. ALL CUT SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED.
3. ALL FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE
ALL SILT AND DEBRIS.
5. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
6. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS.
MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE.
10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL GRASS
DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. AT A MINIMUM, 80% COVERAGE AND 80% DENSITY SHALL BE
ACHIEVED PRIOR TO PROJECT CLOSEOUT.
13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
14. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT-IN TO INVERT-OUT.
15. CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO SETTING FINISHED GRADES.
16. ANY IMPORT OR EXPORT OF SOIL AND/OR MATERIALS SHALL BE TO/FROM A PERMITTED BORROW/SPOIL SITE. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING DOCUMENTATION TO GREENVILLE COUNTY FOR ANY AND ALL IMPORT/EXPORT SITES USED FOR
CONSTRUCTION.
17. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANY AREAS THAT MAY TRAP STORMWATER RUNOFF AND/OR NOT DRAIN PROPERLY.
NOTE: NO WORK IS TO BE DONE ON ADJACENT
PROPERTIES/RIGHT-OF-WAYS UNTIL WRITTEN PERMISSION IS
GRANTED BY THE PROERTY/RIGHT-OF-WAY OWNER.
DRAINAGE PLAN LEGEND
STORM SEWER PIPING
GRATE INLET PER SCDOT DETAIL 719-105-01
RIP-RAP OUTLET PROTECTION
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M A
T C
H L
I N
E
S
H E
PIPE END
INV: 860.29
PIPE END
INV: 859.75
PIPE 0
45 LF 18" RCP @ 1.20%
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S T
A
S T
A
S T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
S
T
A
STA:39+00
PIPE 0
Horizontal Scale: 1" = 50'
Vertical Scale: 1" = 5'
P
IP
E
L E
N
S L O
P E
.2
D
IA
1' MIN.
PROPOSED GRADE
EXISTING GRADE
s t
M c B e n u e
S u i r e e n v i l l e
S
C
D R
A
I S
S
T
E
C H
E C
K
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
M G
B R
A C
K E
N
R
O A
D
D
W
I D
E N
I N
G
H C
G M
R
E
G R
E E
N V
I L
U
N T
Y
B r a c k a d
P i e d m o n t
S
C
C
U n i v e r s i d g e
S u i r e e n v i l l e
S
C
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
S T
A
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
50 0 25 50 100 200
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
STORM PIPE NOTES
1. UNLESS SPECIFICALLY STATED OTHERWISE, CONTRACTOR MAY SELECT ONE OF THE
FOLLOWING FOR STORM PIPES:
1.1. REINFORCED CONCRETE PIPE
****NOTE: HP STORM, BY ADVANCED DRAINAGE SYSTEMS, INC., MAY BE
SUBSTITUTED FOR RCP FOR ALL ON-SITE PIPE UNLESS BURY DEPTHS
EXCEED 15' (SUBJECT TO APPROVAL BY THE GREENVILLE COUNTY
ENGINEER)
1.1.1. FOR FILLS LESS THAN 15 FEET OVER TOP OF PIPE: CLASS III OR GREATER
SHALL BE USED
1.1.2. FOR FILLS 15 FEET TO 20 FEET OVER PIPE: CLASS IV OR GREATER SHALL BE
USED.
1.1.3. FOR FILLS GREATER THAN 20 FEET OVER PIPE: CLASS V OR GREATER SHALL
BE USED.
1.1.4. JOINT MATERIAL:
1.1.4.1. RUBBER O-RING GASKET: ASTM C990 (SOIL TIGHT) OR ASTM C 443 (WATER
TIGHT)
1.2. HIGH DENSITY POLYETHYLENE PIPE (HDPE): AASHTO M252 TYPE S, M 294 TYPE S,
OR ASTM F 2306 SMOTH INTERIOR/ANNULAR EXTERIOR (HDPE WILL BE EVALUATED
ON A CASE BY CASE BASIS FOR USAGE IN THE GREENVILLE COUNTY
RIGHT-OF-WAY AND IS SUBJECT TO COUNTY APPROVAL)
1.2.1. JOIN MATERIAL:
1.2.1.1. RUBBER GASKET
1.2.1.1.1. ADS N-12 WT BY ADVANCED DRAINAGE SYSTEMS, INC.
1.2.1.1.2. BLUE SEAL BY HANCOR, INC.
GRADING NOTES
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING RELOCATION OF ANY EXISTING UTILITIES. ALL
COSTS SHALL BE INCLUDED IN THE BASE BID.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALL EXISTING UTILITIES (ABOVE OR BELOW
GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS AND/OR FROM UTILITY OWNERS. GREENVILLE COUNTY/GMC DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS
SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES
(ABOVE OR BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY
COMPANIES AND THE UTILITIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION
OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY GREENVILLE COUNTY OF ANY DISCREPANCIES THAT
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3. ALL CUT SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED.
3.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .