19970043 Ver 1_Complete File_19970205

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. G. Tim Lowder
Director of Engineering and Water Resources
City of Concord
P.O. Box 308
Concord, NC 28025
Dear Mr. Lowder.
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February 5, 1997
Cabarrus County
DWQ Project # 970043
Contract 96-SR2
You have our approval, in accordance with the attached conditions, to place fill material in wetlands or
waters for the purpose of installing a sewer line at Shamrock Creek outfall, as you described in your
application dated 21 January 1997. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3101. This certification allows you to use Nationwide
Permit Number 12 when it is issued by the Corps of Engineers. This Certification is valid effective 11
February 1997.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specked in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions_
are fmal and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919- 733 -1786.
Sincerely,
es n JHowarP,Jr.P.E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorney
Central Files
970043.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer • 50% recycled /10% post consumer paper

January 21, 1996
•
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gli ISSLIEL
N.C. Dept. of Environment, Health and Natural Resources
Division of Environment Management
Environmental Services Branch
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: Mr. John Dorney
SUBJECT: Shamrock Creek Outfall - Contract 96 -SR2
Concord, NC Cabarrus County
DEM Concurrence NWP 12 - Utility Line
Dear Mr. Dorney:
970043
d4N
Enclosed is a copy of the NWT #12 application, one complete set of the construction plans plus
seven copies of the overall vicinity plan of the subject project for your use and approval.
If you have any concerns or further questions, please do not hesitate to call me at (704) 786 -6161
Ext. 304. Your prompt attention and cooperation in this matter is appreciated.
Sincerely,
THE CITY OF CONCORD
G. Tim Lowder, P.E.
Director of Engineering and Water Resources
GTL /tc
Enclosures
cc: Contract File - Shamrock Outfall - Contract 96 -SR2
ENGINEERING DEPARTMENT
City of Concord - P.O. Box 308 . 66 Union Street, South - Concord, North Carolina 28025 - (704) 786 -6161 - Fax [phone] - TDD 1- 800 - 735 -8262

401 ISSuc.
970043
DEM ZD: ACTION ZDs
NATIONWIDE PERMIT APPLIED FOR (PROVIDE" NATIONWIDE PERMIT /)s 12
JOINT APPLICATION FORK FOR
NATIONWIDE PERMITS TEAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS TEAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
XATIONWIDE PERMITS TEAT REQUIRE ZNDZVZDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ZNGINEER WATER QUALITY PLANNING
.CORPS OF •ZNGrKELW DIVISION -Or .ZNVIROKMENTALL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. BOX 1890 AND NATURAL. RESOURCES
WILMINGTON, NC 28402 -1890 P.O. BOX 29535
ATTN: CESAW -CO-E RALEIGH, NC 27626 -0535
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone (919) 733 - *t
178(a
ONE (1) COPY Or THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS Or
ZNGINEZRS. SEVEN (7) COPIES SHOULD DE SENT TO THE N.C. DIVISION OF
ZNVIRON)MNTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME:
2. OWNERS ADDRESS:
City of Concord
P. 0. Box 306
Concord, N. C., 28026
3. OWNERS PHONE NUMBER (HOME):
(Wom) : -?04/786 -6161
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: George T. Lowder, P.E.
Director of Enaineeriag and Water Resource,}
P.O. Box 308
Concord, NC 28026 -0308
5. LOCATION OF PLAN'N'ED WORK (ATTACH MAP). COUNTY: Cabarrus
NEAREST TOWN OR CITY: Concord
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMAR?(S, ETC.):
Tributary of the three mile branch crossing Wilson strAPr NP ana hAmrn_ -k
St., NE in the northeast section of the City of Concord west of NC' 136 and
north of SR 1002
6. NKKE OF CLOSEST STREAM /RIVER: Three Mile Branch
7. RIVER BASIN: Rockv River /PPP flea Rive
e. IS THIS PROJECT LOCATED IN A WATERSSED CLASSIFIED AS TROUT, 611, BQW, ORW,
MS 1, OR 1'S II? TES ( J 140 (X l
9. RAVE AMY SECTION 404 PERMITS BEEN PR£YIOUSLY REQUESTED FOR USE ON THIS
PROPER:Y1 TES ( ) NO (x)
IF YES, rXP:.1\1N.
10. LSTItSATED TO':A1. R'JK9fR OT ACRES OF WATtRS OF THE U.S., INCLUDING
WE:LJII+") SI LOCAT10 ON PR S17E:
To be determined /evaluated by A.C.E. 3/30/92

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LEGEND
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FM FM EXISTING FORCE MAIN SEWER
`V W EXISTING WATER LINE
G G EXISTING GAS LINE
OT UT EXISTING TELEPHONE
(OVERHEAD OR UNDERGROUND)
OE UE EXISTING ELECTRIC
(OVERHEAD OR UNDERGROUND)
PROPERTY LINE
TEMPORARY CONSTRUCTION EASEMENT
RIGHT OF WAY /PERMANENT EASEMENT
-
WATERWAY /DITCH LINE
TREE /WOODS LINE
BRUSH /TALL GRASS LINE
-t
PROPOSED SEWER AND MANHOLE
PROPOSED ENCASEMENT
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PROPOSED CLEAN -OUT
BENCHMARK /TEMPORARY BENCHMARK
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ID
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EXISTING STREET OR LOCATION SIGN
Pam
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❑
EXISTING WATER METER
EIP
IS
EXISTING IRON PIN
CONC MON
❑
EXISTING CONCRETE MONUMENT
TEXISTING
FIRE HYDRANT
X x X
EXISTING BARBED WIRE FENCE
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GENERAL NOTES FOR SEWER SERVICE
1. INDIVIDUAL EXISTING UTILITY SERVICES ARE NOT SHOWN ON THE PLANS.
CONTRACTOR TO CONTACT THE APPROPRIATE AGENCIES FOR FIELD LOCATIONS.
2. ENGINEERING DEPARTMENT PERSONNEL WILL ASSIST IN THE LOCATION
OF ANY EXISTING SEWER SERVICES.
3. THERE ARE APPROXIMATELY 3 SEWER SERVICES TO BE INSTALLED. THESE
SERVICES ARE NOT SHOWN ON THE PLANS AND SHALL BE PLACED IN THE
FIELD AT THE DIRECTION OF THE ENGINEERING INSPECTION DEPARTMENT.
4. SERVICES UNDER PAVED ROADS ARE TO BE PUNCHED OR DRY BORED
UNLESS OTHERWISE NOTED.
5. ALL NEW SEWER SERVICE LOCATIONS ARE TO BE LOCATED IN THE FIELD,
NOTED BY RED LINE ON THE CONSTRUCTION DRAWINGS AND FURNISHED TO
THE CITY OF CONCORD ENGINEERING AND WATER RESOURCES DEPARTMENT
AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER INSTALLATION.
6. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS, SERVICE FROM
THE CLEANOUT TO THE CUSTOMER'S DWELLING SHALL BE THE RESPONSIBILITY
OF THE CUSTOMER'S LICENSED PLUMBING CONTRACTOR.
NOTE:
THERE WILL BE A MINIMUM OF 10 FT. SEPARATION BETWEEN THE SEWER
LINE AND THE WATER MAIN. WHEN THE 10 FT. MINIMUM LATERAL SEPARATION
CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS ABOVE THE SEWER,
BUT WITH LESS THAN 18 IN. CLEARANCE, OR WHEN THE SEWER IS ABOVE
THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER
MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT
ANGLES TO THE SEWER, 10 FT. ON EACH SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL OBTAIN AND POST ALL NECESSARY PERMITS.
2. REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS,
I F ANY.
3. CONTRACTOR TO CONTACT APPROPRIATE AGENCIES FOR THE LOCATION OF
EXISTING UTILITIES.
4. COORDINATE CONSTRUCTION ACTIVITY WITH THE INSPECTION DEPARTMENT.
5. SEDIMENT AND EROSION CONTROL MEASURES TO BE INSTALLED IN
ACCORDANCE WITH PLANS AND BEFORE STARTING WORK.
6. RIGHT OF WAY TO BE CLEARED.
7. RIP -RAP TO BE STOCKPILED ON SITE.
8. EACH SECTION TO BE SEEDED AT EARLIEST POSSIBLE DATE AFTER
INSTALLATION OF PIPE, STRUCTURE OR ACCESS.
9. ONCF GROLINn COVFR IS FIRMI Y FSTARI ISHFn, Al I TEMPORARY FROSInN
CONTROL MEASURES ARE TO BE REMOVED WITH THE APPROVAL OF
NCDEHNR -DLR.
10. RIP -RAP WILL NOT BE A PERMANENT PART OF THE CONSTRUCTION SITE
UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
RIGHT OF WAY NOTES
1. RIGHT OF WAY LINES AND PROPERTY LINES ARE SHOWN ON THE
DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT
LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR.
2. SURVEY PLATS OF THE RIGHT OF WAY WILL BE PROVIDED TO THE
CONTRACTOR BY THE CITY OF CONCORD IN A BOUND BOOKLET.
11
698
VICINITY MAP
SCALE : 1" = 200'
A NARRATIVE DESCRIPTION OF THE PROJECT
SHAMROCK CREEK OUTFALL
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 1,891± LINEAR FEET OF 10 INCH PVC AND DIP SANITARY
SEWER OUTFALL ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK TO REPLACE LARGE SECTIONS OF THE
EXISTING OUTFALL LINE ALONG SHAMROCK CREEK IN THE NORTHEASTERN SECTION OF THE CITY OF CONCORD.
THE EFFECTIVE AREA OF GROUND DISTURBANCE IS 0.95 ACRES BASED UPON AN AVERAGE CONSTRUCTION WIDTH OF 22 FEET
(max.) DISTURBED BY THE INSTALLATION OF THIS LINE. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO LIMIT THE
AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE
POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE
AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 30 DAYS AND IN ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN
THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS
BEEN COORDINATED WITH THE NCDEHNR - DIVISION OF LAND RESOURCES AND THE CITY OF CONCORD.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
(SEE NOTE BELOW). PLEASE NOTE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER OUTFALL AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE
EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPT.
IMMEDIATELY.
ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN STRICT
ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND
FEDERAL REGULATIONS. COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 45 DAYS AFTER NOTICE BY THE CITY OF
CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE JAN. 31, 1997.
eBEFORE DIGGING
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT
LOCATIONS FOR ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION, AND ANY
OTHER UNDERGROUND OR OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION.
THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE
CONTRACT DRAWINGS IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR
A DEFINITE LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES ALONG THE ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE
COMPLETE) MAY HAVE EXISTING UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD . . . . . . . . . . . (704) 786 -6161 EXT. 321
2. CONCORD TELEPHONE COMPANY. .800- 781 -2257
3. WATER AND SEWER AUTHORITY OF CABARRUS- COUNTY...... (704) 786 -1783
4. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET, INC.
7. AT &T
8. TELECOM USA . . . . . . . . . . . . .(803) 548 -0482 OR 800 - 868 -5303
9. MCI. . . . . . . . . 800- 288 -6295 OR 800 - 624 -9675
10. TIME WARNER CABLE . . . . . . (704) -938 -5156
11. DUKE POWER COMPANY . . . . . . . . . . . . . . . . 800 - 632 -4949
12. PUBLIC SERVICE COMPANY OF NORTH CAROLINA (704) - 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC COMPANY. . . . . . . . . 800 - 422 -4399
NOTE:
SOME OF THE ABOVE UTILITIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
(FORMERLY ULOCO).
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SCALE.: AS SHOWN
DA TE: 04101196
CONTRACT NO.: 96 -S1?2
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LEGEND
--�-
- SS
-
EXISTING SEWER LINE AND MANHOLE
FM
FM
EXISTING FORCE MAIN SEWER
IV
W
EXISTING WATER LINE
G
G
EXISTING GAS UNE
OT
UT
EXISTING TELEPHONE
(OVERHEAD OR UNDERGROUND)
OE
LIE
EXISTING ELECTRIC
(OVERHEAD OR UNDERGROUND)
(�
PROPERTY LINE
- - -
- - -
TEMPORARY CONSTRUCTION EASEMENT
- -
- -
RIGHT OF WAY /PERMANENT EASEMENT
-
WATERWAY /DITCH UNE
TREE /WOODS UNE
BRUSH /TALL GRASS UNE
PROPOSED SEWER AND MANHOLE
�S J
PROPOSED ENCASEMENT
co
PROPOSED CLEAN -OUT
BENCHMARK/TEMPORARY BENCHMARK
Pj P-<
EXISTING POWER POLE /GUY WIRE
Lp
EXISTING LIGHT POLE
p
EXISTING TELEPHONE /POWER RISER
�-
EXISTING STREET OR LOCATION SIGN
�wv
EXISTING WATER VALVE
❑WM
EXISTING WATER METER
• EIP
EXISTING IRON PIN
CONC MON
Fl
EXISTING CONCRETE MONUMENT
7
EXISTING FIRE HYDRANT
X
x
x
EXISTING BARBED WIRE FENCE
o
a
a
EXISTING WOVEN WIRE /STOCK FENCE
GENERAL NOTES FOR SEWER SERVICE
1. INDIVIDUAL EXISTING UTILITY SERVICES ARE NOT SHOWN ON THE PLANS.
CONTRACTOR TO CONTACT THE APPROPRIATE AGENCIES FOR FIELD LOCATIONS.
2. ENGINEERING DEPARTMENT PERSONNEL WILL ASSIST IN THE LOCATION
OF ANY EXISTING SEWER SERVICES.
3. THERE ARE APPROXIMATELY 3 SEWER SERVICES TO BE INSTALLED. THESE
SERVICES ARE NOT SHOWN ON THE PLANS AND SHALL BE PLACED IN THE
FIELD AT THE DIRECTION OF THE ENGINEERING INSPECTION DEPARTMENT.
4. SERVICES UNDER PAVED ROADS ARE TO BE PUNCHED OR DRY BORED
UNLESS OTHERWISE NOTED.
5. ALL NEW SEWER SERVICE LOCATIONS ARE TO BE LOCATED IN THE FIELD,
NOTED BY RED UNE ON THE CONSTRUCTION DRAWINGS AND FURNISHED TO
THE CITY OF CONCORD ENGINEERING AND WATER RESOURCES DEPARTMENT
AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER INSTALLATION.
6. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS, SERVICE FROM
THE CLEANOUT TO THE CUSTOMER'S DWELLING SHALL BE THE RESPONSIBILITY
OF THE CUSTOMER'S LICENSED PLUMBING CONTRACTOR.
NOTE:
THERE WILL BE A MINIMUM OF 10 FT. SEPARATION BETWEEN THE SEWER
UNE AND THE WATER MAIN. WHEN THE 10 FT. MINIMUM LATERAL SEPARATION
CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS ABOVE THE SEWER,
BUT WITH LESS THAN 18 IN. CLEARANCE, OR WHEN THE SEWER IS ABOVE
THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER UNE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER
MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT
ANGLES TO THE SEWER, 10 FT. ON EACH SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL OBTAIN AND POST ALL NECESSARY PERMITS.
2. REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS,
IF ANY.
3. CONTRACTOR TO CONTACT APPROPRIATE AGENCIES FOR THE LOCATION OF
EXISTING UTILITIES.
4. COORDINATE CONSTRUCTION ACTIVITY WITH THE INSPECTION DEPARTMENT.
5. SEDIMENT AND EROSION CONTROL MEASURES TO BE INSTALLED IN
ACCORDANCE WITH PLANS AND BEFORE STARTING WORK.
6. RIGHT OF WAY TO BE CLEARED.
7. RIP -RAP TO BE STOCKPILED ON SITE.
8. EACH SECTION TO BE SEEDED AT EARLIEST POSSIBLE DATE AFTER
INSTALLATION OF PIPE, STRUCTURE OR ACCESS.
9. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION
CONTROL MEASURES ARE TO BE REMOVED WITH THE APPROVAL OF
NCDEHNR -DLR.
10. RIP -RAP WILL NOT BE A PERMANENT PART OF THE CONSTRUCTION SITE
UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
RIGHT OF WAY NOTES
1. RIGHT OF WAY LINES AND PROPERTY LINES ARE SHOWN ON THE
DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT
LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR.
2. SURVEY PLATS OF THE RIGHT OF WAY WILL BE PROVIDED TO THE
CONTRACTOR BY THE CITY OF CONCORD IN A BOUND BOOKLET.
VICINITY MAP
SCALE : 1" = 200'
A NARRATIVE DESCRIPTION OF THE PROJECT
SHAMROCK CREEK OUTFALL
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 1,891± LINEAR FEET OF 10 INCH PVC AND DIP SANITARY
SEWER OUTFALL ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK TO REPLACE LARGE SECTIONS OF THE
EXISTING OUTFALL UNE ALONG SHAMROCK CREEK IN THE NORTHEASTERN SECTION OF THE CITY OF CONCORD.
THE EFFECTIVE AREA OF GROUND DISTURBANCE IS 0.95 ACRES BASED UPON AN AVERAGE CONSTRUCTION WIDTH OF 22 FEET
(max.) DISTURBED BY THE INSTALLATION OF THIS LINE. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO LIMIT THE
AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE
POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE
AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 30 DAYS AND IN ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN
THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS
BEEN COORDINATED WITH THE NCDEHNR - DIVISION OF LAND RESOURCES AND THE CITY OF CONCORD.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
(SEE NOTE BELOW). PLEASE NOTE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER OUTFALL AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE
EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPT.
IMMEDIATELY.
ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN STRICT
ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND
FEDERAL REGULATIONS. COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 45 DAYS AFTER NOTICE BY THE CITY OF
CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE JAN. 31, 1997.
eBEFORE DIGGING
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT
LOCATIONS FOR ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION, AND ANY
OTHER UNDERGROUND OR OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION.
THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE
CONTRACT DRAWINGS IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR
A DEFINITE LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES ALONG THE ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE
COMPLETE) MAY HAVE EXISTING UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD . . . . . . . . . . . . . . . . (704) 786 -6161 EXT. 321
2. CONCORD TELEPHONE COMPANY . . . . . . . . . . . . . . . . 800 - 781 -2257
3. WATER AND SEWER AUTHORITY OF CABARRUS .COUNTY...... (704) 786 -1783
4. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET, INC.
7. AT &T
8. TELECOM USA . . . . . . . . . . . . . (803) 548 -0482 OR 800 - 868 -5303
9. MCI. . . . . . . . . . . . . . . . . . . 800 - 288 -6295 OR 800 - 624 -9675
10. TIME WARNER CABLE . . . . . . . . . . . . . . . . . . . . (704)- 938 -5156
11. DUKE POWER COMPANY . . . . . . . . . . . . . . . . . . . 800 - 632 -4949
12. PUBLIC SERVICE COMPANY OF NORTH CAROLINA (704)- 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC COMPANY. . . . . . . . . . . . 800 - 422 -4399
NOTE:
SOME OF THE ABOVE UTILITIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
(FORMERLY ULOCO).
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CONTRACT NO.: 96 -SR2
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_. _ _
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0 +00
THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2. 1994.
1 +00
600
590
580
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
Q
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
LL
�O
�
DRAWNG.S IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
PROFILE
TO VE'4FI' THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
HORZ' l ~ = 40'
ROUTE OF WORK.
SCALE.'
1
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
i/ERT' 1'v = 4'
W
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES W THE CONTRACT VICINITY.
W
1. CITY OF CONCORD ....................................... ............................... 704 786 -6161 EXT 321
r
2. CONCORD TELEPHONE CO ............................ ............................ 800 781 -2257
U
3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY......... 704 786 -1783
600
590
580
.) r--RIM ELEV. 11. DUKE POWER 00 ....................................... ............................... 1- 800 -632 -4949
\r\j -✓/ /J % 594.92 12. PUBLIC SERVICE 00 ................................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422 -4399
NOTE: SOME OF THE ABOVE COMPANES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
EIP
EXIST. GAS LINE REFURBISH EXISTING CONSTRUCTION
NOTE: 1s 1s sQ� \K7
ENTRANCE /EXIT.
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF \ P P %% 0\
WORK ZONE.
� (10 FT. EACH SIDE OF SEWER LINE)
WOODS / EXISTING 30' R/W
IN REFERENCE TO °F
" SHAMROCK CREEK FINAL OF \
S 402 3'916 W PROPOSED 10' CONSTRUCTING ESMT. SHOWING 60' R/W FOR WILSON ST. _ EXIST. 8' WATER, MAP BOOT( 22 PAGE 19 � \
21W45'20' _ — — — — — — i PROPOSED 10" SEWER LINE — _ _ 24 79'58'57" — 176'05'19 "� a&
(/j 103'56'
S 74'.38'36" W — — — 4U..66' — — + — — S A �
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— — L-8.0' — .— � 1 9'49'36" �
EXISTING 10" SEWER LINE EXISTING 30' R/W RIM ELEV. J
BUFFER STRIP SEDIMENT FENCE/ / EIP
UNDISTURBED BU (TO BE ABANDONED) THIS IS A MAINTAINED 593.54 EXISTING MANHOLE / •
EXISTING 30 SEWER LINE MAINTAIN GRASSED ESMT. GRASSED RIGHT -OF -WAY / / IP
TO BE ABANDONED
OR REMOVED AND / P.P.
INVERT TO \ \ \ \ E
PL GGED W/ / / s Q+
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= WOODS = Lo N EIPs
= O c ^ \ LLJ ifi IN REFERENCE TO FINAL PLAT OF
O cj p V) Cn WLLOW WOOD
W SHOWING 50' R/W FOR WILSON ST.
PS ALL DISTURBED AREAS UPON COMPLETION N +O Z � � MAP BOOK 23 PAGE 75
F 0- OF SEWER LINE INSTALLATION (SEE SCHEDULES). 0- �= 1=
N Q O Q OM IN SEDIMENTATION &EROSION CONTROL NOTES O '-o x Q \
w N a (SEE SCHEDULES) (TYPICAL ALL) a t~i>o w
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121
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THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
Q
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
LL
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LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
PROFILE
TO VE'4FI' THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
HORZ' l ~ = 40'
ROUTE OF WORK.
SCALE.'
W
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
i/ERT' 1'v = 4'
W
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES W THE CONTRACT VICINITY.
W
1. CITY OF CONCORD ....................................... ............................... 704 786 -6161 EXT 321
r
2. CONCORD TELEPHONE CO ............................ ............................ 800 781 -2257
U
3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY......... 704 786 -1783
O
4. N.C. DEPT OF TRANSPORTATION
TQ��
i uM
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET INC.
U
TOP OF BOLT NEXT
7. AT &T
8. TELECOM USA ............................................ ............................... (803) 548 -0482. 1- 800 - 868 -5303
00
TO M IN MUELLER
(M)
9. M. C. I ........................................................... ............................... 1- 800 - 288 -6295, 1- 800 -624 -9675
r
ELEV. 601.19
(704) 576 -1202
10. TIME WARNER CABLE ................................. ............................... (704) 938 -5156
.) r--RIM ELEV. 11. DUKE POWER 00 ....................................... ............................... 1- 800 -632 -4949
\r\j -✓/ /J % 594.92 12. PUBLIC SERVICE 00 ................................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422 -4399
NOTE: SOME OF THE ABOVE COMPANES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
EIP
EXIST. GAS LINE REFURBISH EXISTING CONSTRUCTION
NOTE: 1s 1s sQ� \K7
ENTRANCE /EXIT.
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF \ P P %% 0\
WORK ZONE.
� (10 FT. EACH SIDE OF SEWER LINE)
WOODS / EXISTING 30' R/W
IN REFERENCE TO °F
" SHAMROCK CREEK FINAL OF \
S 402 3'916 W PROPOSED 10' CONSTRUCTING ESMT. SHOWING 60' R/W FOR WILSON ST. _ EXIST. 8' WATER, MAP BOOT( 22 PAGE 19 � \
21W45'20' _ — — — — — — i PROPOSED 10" SEWER LINE — _ _ 24 79'58'57" — 176'05'19 "� a&
(/j 103'56'
S 74'.38'36" W — — — 4U..66' — — + — — S A �
W
'33 5R" 134 7
— — L-8.0' — .— � 1 9'49'36" �
EXISTING 10" SEWER LINE EXISTING 30' R/W RIM ELEV. J
BUFFER STRIP SEDIMENT FENCE/ / EIP
UNDISTURBED BU (TO BE ABANDONED) THIS IS A MAINTAINED 593.54 EXISTING MANHOLE / •
EXISTING 30 SEWER LINE MAINTAIN GRASSED ESMT. GRASSED RIGHT -OF -WAY / / IP
TO BE ABANDONED
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INVERT TO \ \ \ \ E
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= WOODS = Lo N EIPs
= O c ^ \ LLJ ifi IN REFERENCE TO FINAL PLAT OF
O cj p V) Cn WLLOW WOOD
W SHOWING 50' R/W FOR WILSON ST.
PS ALL DISTURBED AREAS UPON COMPLETION N +O Z � � MAP BOOK 23 PAGE 75
F 0- OF SEWER LINE INSTALLATION (SEE SCHEDULES). 0- �= 1=
N Q O Q OM IN SEDIMENTATION &EROSION CONTROL NOTES O '-o x Q \
w N a (SEE SCHEDULES) (TYPICAL ALL) a t~i>o w
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DESIGNED BY- G. TIM L OWDER P.E.
SCALE.: AS SHOWN
DATE.• 4 -24 -96
CONTRACT NO.: 96 -SR2
SHEET 2 OF E
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SCALE.: AS SHOWN
DATE.• 4 -24 -96
CONTRACT NO.: 96 -SR2
SHEET 2 OF E
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NOTE: THIS AREA IS NOT WITHIN THE 100 YEAR FLOOD ZONE
THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 3702500082 D
EFFECTIVE NOV. 2, 1994.
LL MV, V, 0 l .44 1
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M
1*
/
LOCATIONS OF ALL WATER. SEWER ELECTRIC, TELEPHONE TELEVISION AND ANY
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\ SEDIMENT FENCE (TEMP) OF OF BAN��
_ - -- rLd POSED 10'
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SHAMROCK CREEK PH 1
SHOWING 60' R/W R WILSON ST.
MAP BOOK 22 PACE FO 19 -
EXIST. 8' WATEIi\LMIE — _ — —TOP Of BANK — — —
— PROPOSED 5' SEWER RIGHT —OF —WAY o Q
5 79Zd'5T" W—
7- n 18'° TREED' TREE — — -+ _ y _
000
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/ GUM TREES EXISTING 10" SEWER LINE
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— EXISTING 20' R/W
IP TEMP. CONSTRUCTION ENT /EXIT
P.P. O RR BANK STABILIZATION
/ PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES). USE 8" d50 RIP —RAP
\ so• EIPs UM IN SEDIMENTATION & EROSION CONTROL NOTES TO PROTECT BANKS
(SEE SCHEDULES) (TYPICAL ALL) (TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
\ SLOPE +
EIP J�llL�IL
PLAN
\ SCALE: 1" - 40'
TYPICAL APPLICATION
CONTRACTOR TO PLACE SPOIL MATERIAL
ON UPSLOPE SIDE OF INSTALLATION TO
ALLOW TRENCH TO ACT AS A
SEDIMENT TRAP
610
...
590
N
NOTE:
►=
UTILIZE SEDIMENT FENCING TO
LOCATIONS OF ALL WATER. SEWER ELECTRIC, TELEPHONE TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
DEFINE AND LIMIT EDGE OF
or
WORK ZONE.
U
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE
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LOCATIONS OF ALL WATER. SEWER ELECTRIC, TELEPHONE TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
Z
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
DRAWN BY
MLP
THE FOLLOWING US71NG OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ......................................... ............................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO, ........................... ............................... 800 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
OF TRANSPORTA
6. SOUTHERN BELL TELEPHONNEnOU
SCALE.:
AS SHOWN
7. SOUTHERNNET INC.
8. AT &T
( ) _
9. TELECOM USA ......................... ............................... .....................18005288
10.
M.C.I . .......................................................... ............................... - 6295118800862459675
DA TE.•
7- 96
11. VISION CA& E OF METROUNA .................... ............................... (704) 938 -5156
12. DUKE POWER CO 1 632
.3-
....................................... ............................... -800- -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -800- 422 -4399
CONTRACT NO.:
96 -S1?2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
SHEET 3
OF E
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AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 3702500082 D
EFFECTIVE NOV. 2, 1994.
NOTE:
ALL ABANDONED MANHOLES
TO BE DEMOLISHED AND
FILLED WITH STONE, BRICKS,
AND CLEAN FILL MATERIAL.
PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES).
OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 2 -CED)
T (::�
TEMPORARY STREAM CROSSING 01
CONTRACTOR TO REFERENCE DETAIL
SHT 6 OF 6
DURING DRY NO FLOW CONDITIONS.
CONTRACTOA TO USE DETAIL ABOVE
FOR FLOW CONDITIONS.
RR BANK STABILIZATION
USE 12" d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
NTS
CLEAN FILL
ABC STONE
DEMOLITION RUBBLE
NOTE:
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF
WORK ZONE
8 +00
9 +00 10+00
TEMPORARY CONSTRUCTION ENT/EXIT
10' TEMPORARY CONSTRUCTION EASEMENT
UNDISTURBED BUFFER STRIP
20' PERMANENT UTILITY EASEMENT
PROPOSED 10" SANITARY SEWER-
PROP, MH 6
STA.7 +40.21
sy
9L SCALE.•
EXIST. GAS UNE -�►
EXIST. F.H.
11+00
PROFILE
HORZ.' 1' 40'
VERT.- 1' = 4'
11 TBM
OP OF CONC.
MONUMENT
ELEV. 611.29
MAY ST
8" WATER LINE
EST ST CONC. WALL
EI P
EXIST. MH
X19142'14" STA.9 +23.33
224'41'51 " PROP. MH 7
0 CONC. MONT. STA.9 +47.57
TOP OF BANK
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MAINTAIN EXISTING 20' R/W MANHOLE TO BE PLUG \
115''32" UP TO PROPERTY LINE AT INV. OUT OF 10" LINE
54
.A EIP / PROP. MH 5
y STA.6 +20.26
PROPOSED 5' SEWER RIGHT -OF -WAY
�ZF �D, EXISTING TN 10" SEWER ABANDON)
EXISTING 20' R/W
EIP
CAUTION
CONTRACTOR IS RESPONSIBLE
EIP FOR PROTECTING ALL E.I.P.'S &
CONC. MONT'S DURING CONSTRUCTION.
(SEE DETAIL)
EXIST. MH
STA.0 +47.53
20' PERMANENT UTILITY EASEMENT \
EXISTING 8" SEWER LINE -�\
PLAN
SCALE- 1' = 40'
12 +00 0 +00
T
TEMPORARY STREAM CROSSING X12
CONTRACTOR TO REFERENCE DETAIL
SHT6OF6
DURING DRY NO FLOW CONDITIONS.
CONTRACT TO USE DETAIL ABOVE
FOR FLOW CONDITIONS.
RR BANK STABILIZATION
USE 12• d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
TEMPORARY CONSTRUCTION ENT /EXIT
80'00'00" \ \
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NOTE: THIS AREA IS NOT WITHIN THE 100 YEAR FLOOD ZONE
THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 3702500082 D
EFFECTIVE NOV. 2, 1994.
NOTE:
ALL ABANDONED MANHOLES
TO BE DEMOLISHED AND
FILLED WITH STONE, BRICKS,
AND CLEAN FILL MATERIAL.
PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES).
OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 2 -CED)
T (::�
TEMPORARY STREAM CROSSING 01
CONTRACTOR TO REFERENCE DETAIL
SHT 6 OF 6
DURING DRY NO FLOW CONDITIONS.
CONTRACTOA TO USE DETAIL ABOVE
FOR FLOW CONDITIONS.
RR BANK STABILIZATION
USE 12" d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
NTS
CLEAN FILL
ABC STONE
DEMOLITION RUBBLE
NOTE:
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF
WORK ZONE
8 +00
9 +00 10+00
TEMPORARY CONSTRUCTION ENT/EXIT
10' TEMPORARY CONSTRUCTION EASEMENT
UNDISTURBED BUFFER STRIP
20' PERMANENT UTILITY EASEMENT
PROPOSED 10" SANITARY SEWER-
PROP, MH 6
STA.7 +40.21
sy
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11 TBM
OP OF CONC.
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MAY ST
8" WATER LINE
EST ST CONC. WALL
EI P
EXIST. MH
X19142'14" STA.9 +23.33
224'41'51 " PROP. MH 7
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MAINTAIN EXISTING 20' R/W MANHOLE TO BE PLUG \
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CONTRACTOR IS RESPONSIBLE
EIP FOR PROTECTING ALL E.I.P.'S &
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(SEE DETAIL)
EXIST. MH
STA.0 +47.53
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EXISTING 8" SEWER LINE -�\
PLAN
SCALE- 1' = 40'
12 +00 0 +00
T
TEMPORARY STREAM CROSSING X12
CONTRACTOR TO REFERENCE DETAIL
SHT6OF6
DURING DRY NO FLOW CONDITIONS.
CONTRACT TO USE DETAIL ABOVE
FOR FLOW CONDITIONS.
RR BANK STABILIZATION
USE 12• d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
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LOCATIONS OF ALL WATER, SEWER ELECTRIC TELEPH015 TELEV151ON AND ANY
OTHER UNDERGROUND AND OVERHEAD UTIUTy BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE �-
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTIU71ES ALONG THE DRAWN B Y. ML P
ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ............................................. 786 -6161 EXT 321 DESIGNED BY' G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... (((800))) 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPTATION
6. SOUTHERN BELL TELEPHONE SCALE: AS SHOWN
7. SOUTHERNNET INC.
8. AT &T
9. TELECOM USA .................... ............................... ..........................(803) 5 88 629511 -BW- 62459675
10. M.c.1.. 1 800- DA TE. 3 -8- 96
11. VISION CABLE OF METROUNA ................ ............................... ((704)) 938 -5158
12. DUKE POWER CO . ................................... ............................... I- 800-632 -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -BOD- 422 -4399 CONTRACT NO.: 96 -SR2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
SHEET 4 OF 6
. 2
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AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2, 1994.
15 +00
[L�i 'rill
- CONSTRUCTION IN THIS AREA
IS THROUGH A MOWED LAWN,
SEDIMENT FENCE IS TO BE UTILIZED
TO DEFINE AND LIMIT THE
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TOQ �
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—1.OP OF BANK
____PALE _ ..
SWALE S 50'31'48 E 42.92' — 30' PERMANENT UTILITY EASEMENT
159.32'45" 56" r- PROPOSED 10" SANITARY SEWER
_ ■ i ; _ _ _ - 1 12" TREE
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17 +00 18 +00
PROFILE
HORZ.• 1 N = 40'
SCALE -
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CONTRACTOR SHALL PROTECT ALL
TREES NOT REMOVED DURING CONSTRUCTION.
SMALL ORNAMENTAL & FRUIT TREES
ARE TO BE TRANSPLANTED.
CONSTRUCTION ZONE
/ EIP TOP OF ,BANK EIPS
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19 +00
PS ALL DISTURBED AREAS UPON COMPLETION
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OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 3 -CED)
CONTRACTOR SHALL MAINTAIN & KEEP ------ '•
IN GOOD REPAIR ALL EXISTING FENCES
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FENCE `
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j TEMPORARY CHECK DAM CONIC. WALL
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1. CITY OF CONCORD .............. ............................... .......................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... BOO 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPORTATION
6. SOUTHERN BELL TELEPHONE
SCALE.:
AS SHOWN
7. SOUT}ERNNET INC.
IN . 61LI T
109. TELECOM USA .............................................. ............................... (803) 54011
M.C.I.
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11. VISION CABLE OF METROUNA .................... ............................... 3
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NOTE: THIS AREA .S ^IC,T WITHIN THE 100 YEAR FLOOD ZONE
THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2, 1994.
15 +00
[L�i 'rill
- CONSTRUCTION IN THIS AREA
IS THROUGH A MOWED LAWN,
SEDIMENT FENCE IS TO BE UTILIZED
TO DEFINE AND LIMIT THE
CONSTRUCTION ZONE
(10 FT. EACH SIDE OF SEWER LINE)
NOTE:
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FROM BANK IN THIS AREA
(ORNAMENTAL BUSHES)
TOQ �
��- q. BRANCH
—1.OP OF BANK
____PALE _ ..
SWALE S 50'31'48 E 42.92' — 30' PERMANENT UTILITY EASEMENT
159.32'45" 56" r- PROPOSED 10" SANITARY SEWER
_ ■ i ; _ _ _ - 1 12" TREE
Z S 30'(14'3.3" ��15.Fi5' + S 26'12'52» E «t? --
n 4 FRUIT TREES 8" TREE
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17 +00 18 +00
PROFILE
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SCALE -
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CONTRACTOR SHALL PROTECT ALL
TREES NOT REMOVED DURING CONSTRUCTION.
SMALL ORNAMENTAL & FRUIT TREES
ARE TO BE TRANSPLANTED.
CONSTRUCTION ZONE
/ EIP TOP OF ,BANK EIPS
DITCH
5 FT. UNDISTURBED BUFFER
STRIP EACH EDGE OF ESMT
18" TREE
�Tr�•G � ,
a =
12- TREES
19 +00
PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES).
OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 3 -CED)
CONTRACTOR SHALL MAINTAIN & KEEP ------ '•
IN GOOD REPAIR ALL EXISTING FENCES
WITHIN THE CONSTRUCTION AREA.
FENCE `
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j TEMPORARY CHECK DAM CONIC. WALL
UPON ESTABLISHMENT
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a —20' PERMANENT UTILITY EASEMENT
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MAY HAVE DOS71NG UNDERGROUND OVERHEAD UTILITIES IN THE CONTRACTVICIY.
1. CITY OF CONCORD .............. ............................... .......................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... BOO 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPORTATION
6. SOUTHERN BELL TELEPHONE
SCALE.:
AS SHOWN
7. SOUT}ERNNET INC.
8. AT &T
109. TELECOM USA .............................................. ............................... (803) 54011
M.C.I.
. .......................................................... ............................... 80062459675
M288%1652695.
11. VISION CABLE OF METROUNA .................... ............................... 3
12. DUKE POWER CO
DA TE.
3 -12 -96
. ...................................... ............................... 632 -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -800- 422 -4399
CONTRACT NO.:
96 —SR2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
SHEET 5
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ENVIRONM�NTAI PROTECTION
SEDIMENT AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT
LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS,
YARDS, LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS. AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR
OF ENGINEERING FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS.
PROTECTION OF WETLANDS
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
DIRECTIONS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN
ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT
AND THE N.C. DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 401 PERMIT /CERTIFICATION
AND THE DEPARTMENT OF LAND RESOURCES' LETTER OF APPROVAL.
SEEDING, GROUND COVERS AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING AND MULCHING.
SEEDING SHALL BE DONE WITHIN THIRTY (30) DAYS AFTER THE INITIAL GROUND DISTURBANCE.
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES.
TILLAGE SHALL CONTINUE UNTIL A WELL PULVERIZED, FIRM AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE
SOIL SHALL BE NON -TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN
1 INCH AND GRASSES /LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM
IN SCATTER PATTERN.
THE FOLLOWING SCHEDULES SHALL BE USED FOR REWING DISTURBED AREAS:
OUTFALL5
11 -CED
STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE
aaa MIXTURE * *aas * * * * * *ww *ww RATE (LB /ACRE) **«** r** *r *r *w * * * * * *w * * *w * *ww *rw *rww *ww
TALL FESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING DATES . BEST POSSIBLE _
FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WANTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15
SEEDING NOTES
1. FALL IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING
OF KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE
BERMUDAGRASS AT 15 LB /ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME
A PEST AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB /ACRE GERMAN MILLET OR 15 LB /ACRE
SUDANGRASS. PRIOR TO MAY 1 AND AFTER AUG. 15, ADD 40 LB /ACRE RYE GRAIN.
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER.
NO CCRTI117ER SH" BE PLACED WITHIN TEN (IQ) FEET OF STREAMS,
MULCH
APPLY 4,000 -5,000 LB /ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS
OF STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
2 -CED
GENTLE SLOPES. AVERAGE /GOOD MOISTURE RETENTION AND LOW MAINTENANCE
ai•ii MIXTURE iiiiiaaaiii• *t *wrr RATE (LB /ACRE) ai•** www «wwww *wai••ri•gi * * * * » «w * »ww »w*
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING DATES BEST POSSIBLE
FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15
SEEDING NOTES
1. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE
LESPEDEZA TO 40 LB /ACRE.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB /ACRE GERMAN MILLET OR 15 LB /ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB /ACRE RYE GRAIN.
5AN WETLAND AREAS. RESEEDING /REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIES
SUCH AS SMARTWEED, FALSE NETTLE, CATTAIL SEDGE, SEDGES AND OTHER PLANTINGS AS
RECOMMENDED BY THE NC WILDLIFE RESOURCES COMMISSION AND THE NC DEPARTMENT
OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE
PROHIBITED. TOP 6' TO 12" OF TRENCH TO BE BACKFIL LED W/ ORIGINAL TOPSOIL FROM TRENCH.
RIP -RAP PLACEMENT
1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
LAYER OF STABILIZATION STONE OR A NON- BIODEGRADABLE FILTER
FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY FOLLOW THE
PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM
A DENSE WELL GRADED MASS OF-STONE. DO NOT DISLODGE THE
UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE
STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE
PLACING OF RIP -RAP.
2. MAXIMUM STONE SIZE WHEN USING 8 INCH d50 WILL BE 12 INCHES
AND THE MINIMUM THICKNESS OF THE RIP -RAP LAYER SHALL BE
18 INCHES.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0
HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP -RAP
IS TO BLEND WITH THE SURROUNDING AREA.
4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
(ESPECIALLY AFTER SEVERE STORMS) AND WEED /BRUSH GROWTH.
6" GRAVEL I
OR FILTER C
REFERENCE DETAIL BELOW
THE DIAMETER OF THE LARGEST STONE SHALL EXCEED 1.5 TIMES
THE SIZE OF THE RIP -RAP. (12" FOR 8" d50)
MINIMUM THICKNESS (T) SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER, BUT IN NO CASE LESS THAN 6 ".
CHECK DAM (TEMPORARY)
CONSTRUCTION AND MAINTENANCE
1. PLACE STONES (2" TO 15 ") ON FILTER FABRIC WHERE SPECIFIED ON THE
CONTRACT DRAWINGS.
2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL.
3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF
THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW.
LOWEST DAM FROM OVERFLOW.
5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
6. CHECK FOR STONE BLOCKAGE AFTER EVENTS AT CULVERTS AND STORM DRAIN
ENTRANCES.
7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANOUT AND
SPREAD SEDIMENT IF DIRECTED BY INSPECTOR.
A-
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB /ACRE 10 -10-10 FERTILIZER.
NO foTIL IZER SHALL RE PLACED WITHIN TEN (IQ) FEET OF STREAMS
MULCH
APPLY 4,000 LB /ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS OF
STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
ROADSIDES
3 -CED
GRASS PULL- OVERS, SIDE DITCHES AND HIGH MAINTENANCE
» * * « *w• MIXTURE » « « « »••ssiasass «• »» RATE (LB /ACRE) « » » « » « » « « « » « « » « « « »• « «iss• * « »is•«
TALL FESCUE 200 (4 -5 LB /1000 SQ. FT)
SEEDING DATFS BEST POSSIBI c
FALL AUG. 15 - OCT. FEB. 15 - APR. 15
WINTER AVOID SEEDING NOV. TO JAN. (SEE NOTE 1)
SEEDING NOTES
IF SEEDING MUST BE ACCOMPLISHED DURING WINTEI; ADD 40 LB /ACRE RYE GRAIN AND
USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4.000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1.000 LB /ACRE 10 -10 -10 FERTILIZER.
OPERATE TILLAGE EQUIPMENT ACROSS SIDE DITCHES. NO FERTILIZER SHALL BE PLACED
WITHIN TEN (10) FEET OF STREAMS.
MULCH
MATTING MATERIAL (JUTE/EXCELSIOR MATTING) SHALL BE USED TO COVER THE SIDE DITCH
CHANNEL UP TO THE HIGHEST LEVEL OF CHANNEL FLOW. SECURE AGAINST WASHING. IN
OTHER AREAS USE 4,000 LB /ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER
STRAW OR BY TACKING WITH ASPHALT WHERE ALLOWED BY THE DIRECTOR OF ENGINEERING. NOTE:
LESSER AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. STRAW AND
ANCHORING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET STRUCTURES.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY.
IF GROUND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPECIFIED, REFER TO THE
NOTATIONS ON THE CONSTRUCTION DRAWINGS AND ANY ITEMS IN THE SPECIAL CONDITIONS AS
TO SPACING, PLANTING RATES OR OTHER DIRECTIONS THAT ARE APPLICABLE TO THIS TYPE
OF EROSION CONTROL.
DUST CONTROL
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE
OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL
THE SURFACE IS WET.
2. DUST CONTROL. MEASURE(S) SHALL BE USED THROUGH DRY
WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN
STABILIZED.
SEDIMENT FENCE
CONSTRUCTION AND MAINTENANCE
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
Z. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18 INCHES
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
5. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL OUT TO THE LENGTH OF
THE BARRIER TO PREVENT JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST.
E. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY
TO THE UPSIDE SLOPE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST
1 INCH LONG, OR TIE WIRES. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
THE TRENCH.
5. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF 8 FT.
APART. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A
MINIMUM OF 18 INCHES.
5. EXTRA STRENGTH FILTER FABRIC WITH 6 FT POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
8. INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL.
MAKE REPAIRS IMMEDIATELY. REPLACE BURLAP EVERY 60 DAYS.
SEDIMENT IS TO BE DISPOSED OF PROPERLY. WHEN CONSTRUCTION AREA HAS
BEEN PERMANENTLY STABILIZED, REMOVE STRUCTURE AND UNSTABLE SEDIMENT.
SMOOTH, BLEND, AND STABILIZE AREA.
REFERENCE DETAIL BELOW
L-COMPACTED
BACKFILL MIN 8" THICK FILTER FABRIC
LAYER OF
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EXTENSION OF FABRIC AND
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
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TREE PROTECTION
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TRACKING
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
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6" THICK
12' WIDE (MIN)
50' LONG (MIN)
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PROTECTION OF EXISTING UTILITIES
ACT FIELD
ANY
10N. THE
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (VMICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTIUTIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ....................................... ............................... 704 786-6161 EXT 321
2. CONCORD TELEPHONE CO ............................ ............................ 800 781 -2257
3. WATER AND SEVER AUTHORITY OF CABARRUS COUNTY......... 704 786 -1783
4. N.C. DEPT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET INC.
7. AT&T
8. TELECOM USA ............................................ ............................... (803) 54& -0482. 1 -800 -868 -5303
9. M. C. I . ......................................................................................... 1- 800 - 288 -6295. 1- 800 -624 -9675
10. TIME WARNER CABLE ................................. ............................... (704) 938 -5156
11. DUKE POWER CO ....................................... ............................... 1- 800 -632 -4949
12. PUBLIC SERVICE CO. .............. .................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422-4399
NOTE. SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
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DA TE: 7-5-96
CONTRACT NO.. 96 -52
I SHEET 6 of 6
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LEGEND
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FM FM EXISTING FORCE MAIN SEWER
`V W EXISTING WATER LINE
G G EXISTING GAS LINE
OT UT EXISTING TELEPHONE
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-
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GENERAL NOTES FOR SEWER SERVICE
1. INDIVIDUAL EXISTING UTILITY SERVICES ARE NOT SHOWN ON THE PLANS.
CONTRACTOR TO CONTACT THE APPROPRIATE AGENCIES FOR FIELD LOCATIONS.
2. ENGINEERING DEPARTMENT PERSONNEL WILL ASSIST IN THE LOCATION
OF ANY EXISTING SEWER SERVICES.
3. THERE ARE APPROXIMATELY 3 SEWER SERVICES TO BE INSTALLED. THESE
SERVICES ARE NOT SHOWN ON THE PLANS AND SHALL BE PLACED IN THE
FIELD AT THE DIRECTION OF THE ENGINEERING INSPECTION DEPARTMENT.
4. SERVICES UNDER PAVED ROADS ARE TO BE PUNCHED OR DRY BORED
UNLESS OTHERWISE NOTED.
5. ALL NEW SEWER SERVICE LOCATIONS ARE TO BE LOCATED IN THE FIELD,
NOTED BY RED LINE ON THE CONSTRUCTION DRAWINGS AND FURNISHED TO
THE CITY OF CONCORD ENGINEERING AND WATER RESOURCES DEPARTMENT
AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER INSTALLATION.
6. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS, SERVICE FROM
THE CLEANOUT TO THE CUSTOMER'S DWELLING SHALL BE THE RESPONSIBILITY
OF THE CUSTOMER'S LICENSED PLUMBING CONTRACTOR.
NOTE:
THERE WILL BE A MINIMUM OF 10 FT. SEPARATION BETWEEN THE SEWER
LINE AND THE WATER MAIN. WHEN THE 10 FT. MINIMUM LATERAL SEPARATION
CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS ABOVE THE SEWER,
BUT WITH LESS THAN 18 IN. CLEARANCE, OR WHEN THE SEWER IS ABOVE
THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER
MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT
ANGLES TO THE SEWER, 10 FT. ON EACH SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL OBTAIN AND POST ALL NECESSARY PERMITS.
2. REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS,
I F ANY.
3. CONTRACTOR TO CONTACT APPROPRIATE AGENCIES FOR THE LOCATION OF
EXISTING UTILITIES.
4. COORDINATE CONSTRUCTION ACTIVITY WITH THE INSPECTION DEPARTMENT.
5. SEDIMENT AND EROSION CONTROL MEASURES TO BE INSTALLED IN
ACCORDANCE WITH PLANS AND BEFORE STARTING WORK.
6. RIGHT OF WAY TO BE CLEARED.
7. RIP -RAP TO BE STOCKPILED ON SITE.
8. EACH SECTION TO BE SEEDED AT EARLIEST POSSIBLE DATE AFTER
INSTALLATION OF PIPE, STRUCTURE OR ACCESS.
9. ONCF GROLINn COVFR IS FIRMI Y FSTARI ISHFn, Al I TEMPORARY FROSInN
CONTROL MEASURES ARE TO BE REMOVED WITH THE APPROVAL OF
NCDEHNR -DLR.
10. RIP -RAP WILL NOT BE A PERMANENT PART OF THE CONSTRUCTION SITE
UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
RIGHT OF WAY NOTES
1. RIGHT OF WAY LINES AND PROPERTY LINES ARE SHOWN ON THE
DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT
LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR.
2. SURVEY PLATS OF THE RIGHT OF WAY WILL BE PROVIDED TO THE
CONTRACTOR BY THE CITY OF CONCORD IN A BOUND BOOKLET.
11
698
VICINITY MAP
SCALE : 1" = 200'
A NARRATIVE DESCRIPTION OF THE PROJECT
SHAMROCK CREEK OUTFALL
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 1,891± LINEAR FEET OF 10 INCH PVC AND DIP SANITARY
SEWER OUTFALL ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK TO REPLACE LARGE SECTIONS OF THE
EXISTING OUTFALL LINE ALONG SHAMROCK CREEK IN THE NORTHEASTERN SECTION OF THE CITY OF CONCORD.
THE EFFECTIVE AREA OF GROUND DISTURBANCE IS 0.95 ACRES BASED UPON AN AVERAGE CONSTRUCTION WIDTH OF 22 FEET
(max.) DISTURBED BY THE INSTALLATION OF THIS LINE. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO LIMIT THE
AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE
POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE
AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 30 DAYS AND IN ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN
THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS
BEEN COORDINATED WITH THE NCDEHNR - DIVISION OF LAND RESOURCES AND THE CITY OF CONCORD.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
(SEE NOTE BELOW). PLEASE NOTE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER OUTFALL AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE
EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPT.
IMMEDIATELY.
ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN STRICT
ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND
FEDERAL REGULATIONS. COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 45 DAYS AFTER NOTICE BY THE CITY OF
CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE JAN. 31, 1997.
eBEFORE DIGGING
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT
LOCATIONS FOR ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION, AND ANY
OTHER UNDERGROUND OR OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION.
THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE
CONTRACT DRAWINGS IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR
A DEFINITE LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES ALONG THE ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE
COMPLETE) MAY HAVE EXISTING UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD . . . . . . . . . . . (704) 786 -6161 EXT. 321
2. CONCORD TELEPHONE COMPANY. .800- 781 -2257
3. WATER AND SEWER AUTHORITY OF CABARRUS- COUNTY...... (704) 786 -1783
4. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET, INC.
7. AT &T
8. TELECOM USA . . . . . . . . . . . . .(803) 548 -0482 OR 800 - 868 -5303
9. MCI. . . . . . . . . 800- 288 -6295 OR 800 - 624 -9675
10. TIME WARNER CABLE . . . . . . (704) -938 -5156
11. DUKE POWER COMPANY . . . . . . . . . . . . . . . . 800 - 632 -4949
12. PUBLIC SERVICE COMPANY OF NORTH CAROLINA (704) - 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC COMPANY. . . . . . . . . 800 - 422 -4399
NOTE:
SOME OF THE ABOVE UTILITIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
(FORMERLY ULOCO).
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DA TE: 04101196
CONTRACT NO.: 96 -S1?2
SHEET i of 6
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EXISTING SEWER LINE AND MANHOLE
FM
FM
EXISTING FORCE MAIN SEWER
IV
W
EXISTING WATER LINE
G
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TEMPORARY CONSTRUCTION EASEMENT
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RIGHT OF WAY /PERMANENT EASEMENT
-
WATERWAY /DITCH UNE
TREE /WOODS UNE
BRUSH /TALL GRASS UNE
PROPOSED SEWER AND MANHOLE
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PROPOSED ENCASEMENT
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PROPOSED CLEAN -OUT
BENCHMARK/TEMPORARY BENCHMARK
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EXISTING POWER POLE /GUY WIRE
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EXISTING LIGHT POLE
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EXISTING TELEPHONE /POWER RISER
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EXISTING STREET OR LOCATION SIGN
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EXISTING WATER VALVE
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EXISTING WATER METER
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EXISTING IRON PIN
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EXISTING CONCRETE MONUMENT
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EXISTING FIRE HYDRANT
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EXISTING BARBED WIRE FENCE
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EXISTING WOVEN WIRE /STOCK FENCE
GENERAL NOTES FOR SEWER SERVICE
1. INDIVIDUAL EXISTING UTILITY SERVICES ARE NOT SHOWN ON THE PLANS.
CONTRACTOR TO CONTACT THE APPROPRIATE AGENCIES FOR FIELD LOCATIONS.
2. ENGINEERING DEPARTMENT PERSONNEL WILL ASSIST IN THE LOCATION
OF ANY EXISTING SEWER SERVICES.
3. THERE ARE APPROXIMATELY 3 SEWER SERVICES TO BE INSTALLED. THESE
SERVICES ARE NOT SHOWN ON THE PLANS AND SHALL BE PLACED IN THE
FIELD AT THE DIRECTION OF THE ENGINEERING INSPECTION DEPARTMENT.
4. SERVICES UNDER PAVED ROADS ARE TO BE PUNCHED OR DRY BORED
UNLESS OTHERWISE NOTED.
5. ALL NEW SEWER SERVICE LOCATIONS ARE TO BE LOCATED IN THE FIELD,
NOTED BY RED UNE ON THE CONSTRUCTION DRAWINGS AND FURNISHED TO
THE CITY OF CONCORD ENGINEERING AND WATER RESOURCES DEPARTMENT
AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER INSTALLATION.
6. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS, SERVICE FROM
THE CLEANOUT TO THE CUSTOMER'S DWELLING SHALL BE THE RESPONSIBILITY
OF THE CUSTOMER'S LICENSED PLUMBING CONTRACTOR.
NOTE:
THERE WILL BE A MINIMUM OF 10 FT. SEPARATION BETWEEN THE SEWER
UNE AND THE WATER MAIN. WHEN THE 10 FT. MINIMUM LATERAL SEPARATION
CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS ABOVE THE SEWER,
BUT WITH LESS THAN 18 IN. CLEARANCE, OR WHEN THE SEWER IS ABOVE
THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER UNE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER
MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT
ANGLES TO THE SEWER, 10 FT. ON EACH SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL OBTAIN AND POST ALL NECESSARY PERMITS.
2. REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS,
IF ANY.
3. CONTRACTOR TO CONTACT APPROPRIATE AGENCIES FOR THE LOCATION OF
EXISTING UTILITIES.
4. COORDINATE CONSTRUCTION ACTIVITY WITH THE INSPECTION DEPARTMENT.
5. SEDIMENT AND EROSION CONTROL MEASURES TO BE INSTALLED IN
ACCORDANCE WITH PLANS AND BEFORE STARTING WORK.
6. RIGHT OF WAY TO BE CLEARED.
7. RIP -RAP TO BE STOCKPILED ON SITE.
8. EACH SECTION TO BE SEEDED AT EARLIEST POSSIBLE DATE AFTER
INSTALLATION OF PIPE, STRUCTURE OR ACCESS.
9. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION
CONTROL MEASURES ARE TO BE REMOVED WITH THE APPROVAL OF
NCDEHNR -DLR.
10. RIP -RAP WILL NOT BE A PERMANENT PART OF THE CONSTRUCTION SITE
UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
RIGHT OF WAY NOTES
1. RIGHT OF WAY LINES AND PROPERTY LINES ARE SHOWN ON THE
DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT
LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR.
2. SURVEY PLATS OF THE RIGHT OF WAY WILL BE PROVIDED TO THE
CONTRACTOR BY THE CITY OF CONCORD IN A BOUND BOOKLET.
VICINITY MAP
SCALE : 1" = 200'
A NARRATIVE DESCRIPTION OF THE PROJECT
SHAMROCK CREEK OUTFALL
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 1,891± LINEAR FEET OF 10 INCH PVC AND DIP SANITARY
SEWER OUTFALL ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK TO REPLACE LARGE SECTIONS OF THE
EXISTING OUTFALL UNE ALONG SHAMROCK CREEK IN THE NORTHEASTERN SECTION OF THE CITY OF CONCORD.
THE EFFECTIVE AREA OF GROUND DISTURBANCE IS 0.95 ACRES BASED UPON AN AVERAGE CONSTRUCTION WIDTH OF 22 FEET
(max.) DISTURBED BY THE INSTALLATION OF THIS LINE. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO LIMIT THE
AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE
POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE
AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 30 DAYS AND IN ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN
THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS
BEEN COORDINATED WITH THE NCDEHNR - DIVISION OF LAND RESOURCES AND THE CITY OF CONCORD.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
(SEE NOTE BELOW). PLEASE NOTE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER OUTFALL AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE
EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPT.
IMMEDIATELY.
ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN STRICT
ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND
FEDERAL REGULATIONS. COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 45 DAYS AFTER NOTICE BY THE CITY OF
CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE JAN. 31, 1997.
eBEFORE DIGGING
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT
LOCATIONS FOR ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION, AND ANY
OTHER UNDERGROUND OR OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION.
THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE
CONTRACT DRAWINGS IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR
A DEFINITE LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES ALONG THE ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE
COMPLETE) MAY HAVE EXISTING UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD . . . . . . . . . . . . . . . . (704) 786 -6161 EXT. 321
2. CONCORD TELEPHONE COMPANY . . . . . . . . . . . . . . . . 800 - 781 -2257
3. WATER AND SEWER AUTHORITY OF CABARRUS .COUNTY...... (704) 786 -1783
4. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET, INC.
7. AT &T
8. TELECOM USA . . . . . . . . . . . . . (803) 548 -0482 OR 800 - 868 -5303
9. MCI. . . . . . . . . . . . . . . . . . . 800 - 288 -6295 OR 800 - 624 -9675
10. TIME WARNER CABLE . . . . . . . . . . . . . . . . . . . . (704)- 938 -5156
11. DUKE POWER COMPANY . . . . . . . . . . . . . . . . . . . 800 - 632 -4949
12. PUBLIC SERVICE COMPANY OF NORTH CAROLINA (704)- 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC COMPANY. . . . . . . . . . . . 800 - 422 -4399
NOTE:
SOME OF THE ABOVE UTILITIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
(FORMERLY ULOCO).
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0 +00
THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2. 1994.
1 +00
600
590
580
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
Q
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
LL
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LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
PROFILE
TO VE'4FI' THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
HORZ' l ~ = 40'
ROUTE OF WORK.
SCALE.'
1
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
i/ERT' 1'v = 4'
W
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES W THE CONTRACT VICINITY.
W
1. CITY OF CONCORD ....................................... ............................... 704 786 -6161 EXT 321
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2. CONCORD TELEPHONE CO ............................ ............................ 800 781 -2257
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3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY......... 704 786 -1783
600
590
580
.) r--RIM ELEV. 11. DUKE POWER 00 ....................................... ............................... 1- 800 -632 -4949
\r\j -✓/ /J % 594.92 12. PUBLIC SERVICE 00 ................................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422 -4399
NOTE: SOME OF THE ABOVE COMPANES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
EIP
EXIST. GAS LINE REFURBISH EXISTING CONSTRUCTION
NOTE: 1s 1s sQ� \K7
ENTRANCE /EXIT.
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF \ P P %% 0\
WORK ZONE.
� (10 FT. EACH SIDE OF SEWER LINE)
WOODS / EXISTING 30' R/W
IN REFERENCE TO °F
" SHAMROCK CREEK FINAL OF \
S 402 3'916 W PROPOSED 10' CONSTRUCTING ESMT. SHOWING 60' R/W FOR WILSON ST. _ EXIST. 8' WATER, MAP BOOT( 22 PAGE 19 � \
21W45'20' _ — — — — — — i PROPOSED 10" SEWER LINE — _ _ 24 79'58'57" — 176'05'19 "� a&
(/j 103'56'
S 74'.38'36" W — — — 4U..66' — — + — — S A �
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— — L-8.0' — .— � 1 9'49'36" �
EXISTING 10" SEWER LINE EXISTING 30' R/W RIM ELEV. J
BUFFER STRIP SEDIMENT FENCE/ / EIP
UNDISTURBED BU (TO BE ABANDONED) THIS IS A MAINTAINED 593.54 EXISTING MANHOLE / •
EXISTING 30 SEWER LINE MAINTAIN GRASSED ESMT. GRASSED RIGHT -OF -WAY / / IP
TO BE ABANDONED
OR REMOVED AND / P.P.
INVERT TO \ \ \ \ E
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= WOODS = Lo N EIPs
= O c ^ \ LLJ ifi IN REFERENCE TO FINAL PLAT OF
O cj p V) Cn WLLOW WOOD
W SHOWING 50' R/W FOR WILSON ST.
PS ALL DISTURBED AREAS UPON COMPLETION N +O Z � � MAP BOOK 23 PAGE 75
F 0- OF SEWER LINE INSTALLATION (SEE SCHEDULES). 0- �= 1=
N Q O Q OM IN SEDIMENTATION &EROSION CONTROL NOTES O '-o x Q \
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THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
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LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
LL
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DRAWNG.S IS NOT TO BE CONSIDERED AS THE NON- EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
PROFILE
TO VE'4FI' THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
HORZ' l ~ = 40'
ROUTE OF WORK.
SCALE.'
W
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
i/ERT' 1'v = 4'
W
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES W THE CONTRACT VICINITY.
W
1. CITY OF CONCORD ....................................... ............................... 704 786 -6161 EXT 321
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7. AT &T
8. TELECOM USA ............................................ ............................... (803) 548 -0482. 1- 800 - 868 -5303
00
TO M IN MUELLER
(M)
9. M. C. I ........................................................... ............................... 1- 800 - 288 -6295, 1- 800 -624 -9675
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ELEV. 601.19
(704) 576 -1202
10. TIME WARNER CABLE ................................. ............................... (704) 938 -5156
.) r--RIM ELEV. 11. DUKE POWER 00 ....................................... ............................... 1- 800 -632 -4949
\r\j -✓/ /J % 594.92 12. PUBLIC SERVICE 00 ................................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422 -4399
NOTE: SOME OF THE ABOVE COMPANES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
EIP
EXIST. GAS LINE REFURBISH EXISTING CONSTRUCTION
NOTE: 1s 1s sQ� \K7
ENTRANCE /EXIT.
UTILIZE SEDIMENT FENCING TO
DEFINE AND LIMIT EDGE OF \ P P %% 0\
WORK ZONE.
� (10 FT. EACH SIDE OF SEWER LINE)
WOODS / EXISTING 30' R/W
IN REFERENCE TO °F
" SHAMROCK CREEK FINAL OF \
S 402 3'916 W PROPOSED 10' CONSTRUCTING ESMT. SHOWING 60' R/W FOR WILSON ST. _ EXIST. 8' WATER, MAP BOOT( 22 PAGE 19 � \
21W45'20' _ — — — — — — i PROPOSED 10" SEWER LINE — _ _ 24 79'58'57" — 176'05'19 "� a&
(/j 103'56'
S 74'.38'36" W — — — 4U..66' — — + — — S A �
W
'33 5R" 134 7
— — L-8.0' — .— � 1 9'49'36" �
EXISTING 10" SEWER LINE EXISTING 30' R/W RIM ELEV. J
BUFFER STRIP SEDIMENT FENCE/ / EIP
UNDISTURBED BU (TO BE ABANDONED) THIS IS A MAINTAINED 593.54 EXISTING MANHOLE / •
EXISTING 30 SEWER LINE MAINTAIN GRASSED ESMT. GRASSED RIGHT -OF -WAY / / IP
TO BE ABANDONED
OR REMOVED AND / P.P.
INVERT TO \ \ \ \ E
PL GGED W/ / / s Q+
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= WOODS = Lo N EIPs
= O c ^ \ LLJ ifi IN REFERENCE TO FINAL PLAT OF
O cj p V) Cn WLLOW WOOD
W SHOWING 50' R/W FOR WILSON ST.
PS ALL DISTURBED AREAS UPON COMPLETION N +O Z � � MAP BOOK 23 PAGE 75
F 0- OF SEWER LINE INSTALLATION (SEE SCHEDULES). 0- �= 1=
N Q O Q OM IN SEDIMENTATION &EROSION CONTROL NOTES O '-o x Q \
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DATE.• 4 -24 -96
CONTRACT NO.: 96 -SR2
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DATE.• 4 -24 -96
CONTRACT NO.: 96 -SR2
SHEET 2 OF E
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THIS SEWER LINE IS IN A DESIGNATED FLOOD ZONE X AREA.
AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 3702500082 D
EFFECTIVE NOV. 2, 1994.
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MAP BOOK 22 PACE FO 19 -
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IP TEMP. CONSTRUCTION ENT /EXIT
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/ PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES). USE 8" d50 RIP —RAP
\ so• EIPs UM IN SEDIMENTATION & EROSION CONTROL NOTES TO PROTECT BANKS
(SEE SCHEDULES) (TYPICAL ALL) (TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
\ SLOPE +
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PLAN
\ SCALE: 1" - 40'
TYPICAL APPLICATION
CONTRACTOR TO PLACE SPOIL MATERIAL
ON UPSLOPE SIDE OF INSTALLATION TO
ALLOW TRENCH TO ACT AS A
SEDIMENT TRAP
610
...
590
N
NOTE:
►=
UTILIZE SEDIMENT FENCING TO
LOCATIONS OF ALL WATER. SEWER ELECTRIC, TELEPHONE TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
DEFINE AND LIMIT EDGE OF
or
WORK ZONE.
U
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
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LOCATIONS OF ALL WATER. SEWER ELECTRIC, TELEPHONE TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
Z
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
DRAWN BY
MLP
THE FOLLOWING US71NG OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ......................................... ............................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO, ........................... ............................... 800 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
OF TRANSPORTA
6. SOUTHERN BELL TELEPHONNEnOU
SCALE.:
AS SHOWN
7. SOUTHERNNET INC.
8. AT &T
( ) _
9. TELECOM USA ......................... ............................... .....................18005288
10.
M.C.I . .......................................................... ............................... - 6295118800862459675
DA TE.•
7- 96
11. VISION CA& E OF METROUNA .................... ............................... (704) 938 -5156
12. DUKE POWER CO 1 632
.3-
....................................... ............................... -800- -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -800- 422 -4399
CONTRACT NO.:
96 -S1?2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
SHEET 3
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NOTE:
ALL ABANDONED MANHOLES
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USE 12" d50 RIP -RAP
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EFFECTIVE NOV. 2, 1994.
NOTE:
ALL ABANDONED MANHOLES
TO BE DEMOLISHED AND
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AND CLEAN FILL MATERIAL.
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OF SEWER LINE INSTALLATION (SEE SCHEDULES).
OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 2 -CED)
T (::�
TEMPORARY STREAM CROSSING 01
CONTRACTOR TO REFERENCE DETAIL
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DURING DRY NO FLOW CONDITIONS.
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RR BANK STABILIZATION
USE 12" d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
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NTS
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STA.7 +40.21
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11+00
PROFILE
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VERT.- 1' = 4'
11 TBM
OP OF CONC.
MONUMENT
ELEV. 611.29
MAY ST
8" WATER LINE
EST ST CONC. WALL
EI P
EXIST. MH
X19142'14" STA.9 +23.33
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EXISTING 8" SEWER LINE -�\
PLAN
SCALE- 1' = 40'
12 +00 0 +00
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CONTRACTOR TO REFERENCE DETAIL
SHT6OF6
DURING DRY NO FLOW CONDITIONS.
CONTRACT TO USE DETAIL ABOVE
FOR FLOW CONDITIONS.
RR BANK STABILIZATION
USE 12• d50 RIP -RAP
TO PROTECT BANKS
(TO BE LEFT IN PLACE
AFTER CONSTRUCTION)
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►�� THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD Z
LOCATIONS OF ALL WATER, SEWER ELECTRIC TELEPH015 TELEV151ON AND ANY
OTHER UNDERGROUND AND OVERHEAD UTIUTy BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON - EXISTENCE OF OR A DEFINITE �-
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTIU71ES ALONG THE DRAWN B Y. ML P
ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ............................................. 786 -6161 EXT 321 DESIGNED BY' G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... (((800))) 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPTATION
6. SOUTHERN BELL TELEPHONE SCALE: AS SHOWN
7. SOUTHERNNET INC.
8. AT &T
9. TELECOM USA .................... ............................... ..........................(803) 5 88 629511 -BW- 62459675
10. M.c.1.. 1 800- DA TE. 3 -8- 96
11. VISION CABLE OF METROUNA ................ ............................... ((704)) 938 -5158
12. DUKE POWER CO . ................................... ............................... I- 800-632 -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -BOD- 422 -4399 CONTRACT NO.: 96 -SR2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
SHEET 4 OF 6
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AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2, 1994.
15 +00
[L�i 'rill
- CONSTRUCTION IN THIS AREA
IS THROUGH A MOWED LAWN,
SEDIMENT FENCE IS TO BE UTILIZED
TO DEFINE AND LIMIT THE
CONSTRUCTION ZONE
(10 FT. EACH SIDE OF SEWER LINE)
NOTE:
CONTRACTOR IS TO STAY AWAY
FROM BANK IN THIS AREA
(ORNAMENTAL BUSHES)
TOQ �
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—1.OP OF BANK
____PALE _ ..
SWALE S 50'31'48 E 42.92' — 30' PERMANENT UTILITY EASEMENT
159.32'45" 56" r- PROPOSED 10" SANITARY SEWER
_ ■ i ; _ _ _ - 1 12" TREE
Z S 30'(14'3.3" ��15.Fi5' + S 26'12'52» E «t? --
n 4 FRUIT TREES 8" TREE
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0 union _ _ _ �■ �� a� �- O \ 15" TREE
17 +00 18 +00
PROFILE
HORZ.• 1 N = 40'
SCALE -
BERT 1" = 4'
CONTRACTOR SHALL PROTECT ALL
TREES NOT REMOVED DURING CONSTRUCTION.
SMALL ORNAMENTAL & FRUIT TREES
ARE TO BE TRANSPLANTED.
CONSTRUCTION ZONE
/ EIP TOP OF ,BANK EIPS
DITCH
5 FT. UNDISTURBED BUFFER
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18" TREE
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a =
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19 +00
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OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 3 -CED)
CONTRACTOR SHALL MAINTAIN & KEEP ------ '•
IN GOOD REPAIR ALL EXISTING FENCES
WITHIN THE CONSTRUCTION AREA.
FENCE `
O
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j TEMPORARY CHECK DAM CONIC. WALL
UPON ESTABLISHMENT
J OF VEGETATION (TYP ALL)
a —20' PERMANENT UTILITY EASEMENT
177.4746 o J - PROPOSED 10' CONSTRUCTING ESMT. / 4
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. ....... . .. ...... ............. . .. . - ------- . ...... . --- - --- . . .... ....
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od
1. CITY OF CONCORD .............. ............................... .......................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... BOO 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPORTATION
6. SOUTHERN BELL TELEPHONE
SCALE.:
AS SHOWN
7. SOUT}ERNNET INC.
IN . 61LI T
109. TELECOM USA .............................................. ............................... (803) 54011
M.C.I.
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. .......................................................... ............................... 80062459675
M288%1652695.
11. VISION CABLE OF METROUNA .................... ............................... 3
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AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 37025CO082 D
EFFECTIVE NOV. 2, 1994.
15 +00
[L�i 'rill
- CONSTRUCTION IN THIS AREA
IS THROUGH A MOWED LAWN,
SEDIMENT FENCE IS TO BE UTILIZED
TO DEFINE AND LIMIT THE
CONSTRUCTION ZONE
(10 FT. EACH SIDE OF SEWER LINE)
NOTE:
CONTRACTOR IS TO STAY AWAY
FROM BANK IN THIS AREA
(ORNAMENTAL BUSHES)
TOQ �
��- q. BRANCH
—1.OP OF BANK
____PALE _ ..
SWALE S 50'31'48 E 42.92' — 30' PERMANENT UTILITY EASEMENT
159.32'45" 56" r- PROPOSED 10" SANITARY SEWER
_ ■ i ; _ _ _ - 1 12" TREE
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n 4 FRUIT TREES 8" TREE
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O -- - 24' TREE
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17 +00 18 +00
PROFILE
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SCALE -
BERT 1" = 4'
CONTRACTOR SHALL PROTECT ALL
TREES NOT REMOVED DURING CONSTRUCTION.
SMALL ORNAMENTAL & FRUIT TREES
ARE TO BE TRANSPLANTED.
CONSTRUCTION ZONE
/ EIP TOP OF ,BANK EIPS
DITCH
5 FT. UNDISTURBED BUFFER
STRIP EACH EDGE OF ESMT
18" TREE
�Tr�•G � ,
a =
12- TREES
19 +00
PS ALL DISTURBED AREAS UPON COMPLETION
OF SEWER LINE INSTALLATION (SEE SCHEDULES).
OM IN SEDIMENTATION & EROSION CONTROL NOTES
(SEE SCHEDULES 3 -CED)
CONTRACTOR SHALL MAINTAIN & KEEP ------ '•
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WITHIN THE CONSTRUCTION AREA.
FENCE `
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j TEMPORARY CHECK DAM CONIC. WALL
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a —20' PERMANENT UTILITY EASEMENT
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LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
OF THE LOCATION AND DEPTH OF ALL UNDERGROUND UnLInES ALONG THE
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PROTECTION OF EXISTING UTILITIES
— — — — — —
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
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LOCATIONS OF ALL WATER, SEWER ELECTRIC TELEPHONE TELEVISION AND ANY
OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
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DRAWINGS IS TO A3 E ON- EXSTENCE OF OR
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LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
OF THE LOCATION AND DEPTH OF ALL UNDERGROUND UnLInES ALONG THE
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MAY HAVE DOS71NG UNDERGROUND OVERHEAD UTILITIES IN THE CONTRACTVICIY.
1. CITY OF CONCORD .............. ............................... .......................... (704) 786 -6161 EXT 321
DESIGNED BY-
G. TIM L OWDER P.E.
2. CONCORD TELEPHONE CO ........................... ............................... BOO 781 -2257
3. CABARRUS CO. UTILITIES ............................ ............................... 704 788 -8164
4. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY........... 704 786 -1783
5. N.C. DEPT OF TRANSPORTATION
6. SOUTHERN BELL TELEPHONE
SCALE.:
AS SHOWN
7. SOUT}ERNNET INC.
8. AT &T
109. TELECOM USA .............................................. ............................... (803) 54011
M.C.I.
. .......................................................... ............................... 80062459675
M288%1652695.
11. VISION CABLE OF METROUNA .................... ............................... 3
12. DUKE POWER CO
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3 -12 -96
. ...................................... ............................... 632 -4949
13. PUBLIC SERVICE CO ......... ............................... ..........................(704) 782 -1148
14. SOUTHERN RAILWAY SYSTEM
15. UNION ELECTRIC CO .................................. ............................... 1 -800- 422 -4399
CONTRACT NO.:
96 —SR2
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
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ENVIRONM�NTAI PROTECTION
SEDIMENT AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT
LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS,
YARDS, LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS. AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR
OF ENGINEERING FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS.
PROTECTION OF WETLANDS
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
DIRECTIONS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN
ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT
AND THE N.C. DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 401 PERMIT /CERTIFICATION
AND THE DEPARTMENT OF LAND RESOURCES' LETTER OF APPROVAL.
SEEDING, GROUND COVERS AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING AND MULCHING.
SEEDING SHALL BE DONE WITHIN THIRTY (30) DAYS AFTER THE INITIAL GROUND DISTURBANCE.
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES.
TILLAGE SHALL CONTINUE UNTIL A WELL PULVERIZED, FIRM AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE
SOIL SHALL BE NON -TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN
1 INCH AND GRASSES /LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM
IN SCATTER PATTERN.
THE FOLLOWING SCHEDULES SHALL BE USED FOR REWING DISTURBED AREAS:
OUTFALL5
11 -CED
STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE
aaa MIXTURE * *aas * * * * * *ww *ww RATE (LB /ACRE) **«** r** *r *r *w * * * * * *w * * *w * *ww *rw *rww *ww
TALL FESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING DATES . BEST POSSIBLE _
FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WANTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15
SEEDING NOTES
1. FALL IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING
OF KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE
BERMUDAGRASS AT 15 LB /ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME
A PEST AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB /ACRE GERMAN MILLET OR 15 LB /ACRE
SUDANGRASS. PRIOR TO MAY 1 AND AFTER AUG. 15, ADD 40 LB /ACRE RYE GRAIN.
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER.
NO CCRTI117ER SH" BE PLACED WITHIN TEN (IQ) FEET OF STREAMS,
MULCH
APPLY 4,000 -5,000 LB /ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS
OF STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
2 -CED
GENTLE SLOPES. AVERAGE /GOOD MOISTURE RETENTION AND LOW MAINTENANCE
ai•ii MIXTURE iiiiiaaaiii• *t *wrr RATE (LB /ACRE) ai•** www «wwww *wai••ri•gi * * * * » «w * »ww »w*
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING DATES BEST POSSIBLE
FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15
SEEDING NOTES
1. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE
LESPEDEZA TO 40 LB /ACRE.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB /ACRE GERMAN MILLET OR 15 LB /ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB /ACRE RYE GRAIN.
5AN WETLAND AREAS. RESEEDING /REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIES
SUCH AS SMARTWEED, FALSE NETTLE, CATTAIL SEDGE, SEDGES AND OTHER PLANTINGS AS
RECOMMENDED BY THE NC WILDLIFE RESOURCES COMMISSION AND THE NC DEPARTMENT
OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE
PROHIBITED. TOP 6' TO 12" OF TRENCH TO BE BACKFIL LED W/ ORIGINAL TOPSOIL FROM TRENCH.
RIP -RAP PLACEMENT
1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
LAYER OF STABILIZATION STONE OR A NON- BIODEGRADABLE FILTER
FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY FOLLOW THE
PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM
A DENSE WELL GRADED MASS OF-STONE. DO NOT DISLODGE THE
UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE
STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE
PLACING OF RIP -RAP.
2. MAXIMUM STONE SIZE WHEN USING 8 INCH d50 WILL BE 12 INCHES
AND THE MINIMUM THICKNESS OF THE RIP -RAP LAYER SHALL BE
18 INCHES.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0
HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP -RAP
IS TO BLEND WITH THE SURROUNDING AREA.
4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
(ESPECIALLY AFTER SEVERE STORMS) AND WEED /BRUSH GROWTH.
6" GRAVEL I
OR FILTER C
REFERENCE DETAIL BELOW
THE DIAMETER OF THE LARGEST STONE SHALL EXCEED 1.5 TIMES
THE SIZE OF THE RIP -RAP. (12" FOR 8" d50)
MINIMUM THICKNESS (T) SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER, BUT IN NO CASE LESS THAN 6 ".
CHECK DAM (TEMPORARY)
CONSTRUCTION AND MAINTENANCE
1. PLACE STONES (2" TO 15 ") ON FILTER FABRIC WHERE SPECIFIED ON THE
CONTRACT DRAWINGS.
2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL.
3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF
THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW.
LOWEST DAM FROM OVERFLOW.
5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
6. CHECK FOR STONE BLOCKAGE AFTER EVENTS AT CULVERTS AND STORM DRAIN
ENTRANCES.
7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANOUT AND
SPREAD SEDIMENT IF DIRECTED BY INSPECTOR.
A-
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB /ACRE 10 -10-10 FERTILIZER.
NO foTIL IZER SHALL RE PLACED WITHIN TEN (IQ) FEET OF STREAMS
MULCH
APPLY 4,000 LB /ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS OF
STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
ROADSIDES
3 -CED
GRASS PULL- OVERS, SIDE DITCHES AND HIGH MAINTENANCE
» * * « *w• MIXTURE » « « « »••ssiasass «• »» RATE (LB /ACRE) « » » « » « » « « « » « « » « « « »• « «iss• * « »is•«
TALL FESCUE 200 (4 -5 LB /1000 SQ. FT)
SEEDING DATFS BEST POSSIBI c
FALL AUG. 15 - OCT. FEB. 15 - APR. 15
WINTER AVOID SEEDING NOV. TO JAN. (SEE NOTE 1)
SEEDING NOTES
IF SEEDING MUST BE ACCOMPLISHED DURING WINTEI; ADD 40 LB /ACRE RYE GRAIN AND
USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION.
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4.000
LB /ACRE GROUND AGRICULTURAL LIMESTONE AND 1.000 LB /ACRE 10 -10 -10 FERTILIZER.
OPERATE TILLAGE EQUIPMENT ACROSS SIDE DITCHES. NO FERTILIZER SHALL BE PLACED
WITHIN TEN (10) FEET OF STREAMS.
MULCH
MATTING MATERIAL (JUTE/EXCELSIOR MATTING) SHALL BE USED TO COVER THE SIDE DITCH
CHANNEL UP TO THE HIGHEST LEVEL OF CHANNEL FLOW. SECURE AGAINST WASHING. IN
OTHER AREAS USE 4,000 LB /ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER
STRAW OR BY TACKING WITH ASPHALT WHERE ALLOWED BY THE DIRECTOR OF ENGINEERING. NOTE:
LESSER AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. STRAW AND
ANCHORING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET STRUCTURES.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY.
IF GROUND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPECIFIED, REFER TO THE
NOTATIONS ON THE CONSTRUCTION DRAWINGS AND ANY ITEMS IN THE SPECIAL CONDITIONS AS
TO SPACING, PLANTING RATES OR OTHER DIRECTIONS THAT ARE APPLICABLE TO THIS TYPE
OF EROSION CONTROL.
DUST CONTROL
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE
OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL
THE SURFACE IS WET.
2. DUST CONTROL. MEASURE(S) SHALL BE USED THROUGH DRY
WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN
STABILIZED.
SEDIMENT FENCE
CONSTRUCTION AND MAINTENANCE
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
Z. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18 INCHES
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
5. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL OUT TO THE LENGTH OF
THE BARRIER TO PREVENT JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST.
E. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY
TO THE UPSIDE SLOPE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST
1 INCH LONG, OR TIE WIRES. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
THE TRENCH.
5. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF 8 FT.
APART. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A
MINIMUM OF 18 INCHES.
5. EXTRA STRENGTH FILTER FABRIC WITH 6 FT POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
8. INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL.
MAKE REPAIRS IMMEDIATELY. REPLACE BURLAP EVERY 60 DAYS.
SEDIMENT IS TO BE DISPOSED OF PROPERLY. WHEN CONSTRUCTION AREA HAS
BEEN PERMANENTLY STABILIZED, REMOVE STRUCTURE AND UNSTABLE SEDIMENT.
SMOOTH, BLEND, AND STABILIZE AREA.
REFERENCE DETAIL BELOW
L-COMPACTED
BACKFILL MIN 8" THICK FILTER FABRIC
LAYER OF
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EXTENSION OF FABRIC AND
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INTO THE TRENCH
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SEDIMENTATION AND EROSION CONTROL LEGEND
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
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DIVERSION (TEMPORARY)
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OUTLET STABILIZATION STRUCTURE
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SEDIMENT FENCE (SILT FENCE)
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SEDIMENT TRAP (TEMP)
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OMULCHING
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STREAM CROSSING (PERMANENT)
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STREAM CROSSING (TEMPORARY)
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STREAM BANK STABILIZATION (VEG)
STREAMBANK STABILIZATION (STRUCTURE)
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TREE PROTECTION
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WATER BARS (ROW DIVERSION)
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TRACKING
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
USE 2 " -3" WASHED STONE
6" THICK
12' WIDE (MIN)
50' LONG (MIN)
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COARSE AGGREGATE
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SURFACE ORIGINAL SURFACE
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TEMPORARY ACCESS
/ 5:1 MAX. SLOPE
ON APPROACH
FILTER CLOTH J
PROTECTION OF EXISTING UTILITIES
ACT FIELD
ANY
10N. THE
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE
ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (VMICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTIUTIES IN THE CONTRACT VICINITY.
1. CITY OF CONCORD ....................................... ............................... 704 786-6161 EXT 321
2. CONCORD TELEPHONE CO ............................ ............................ 800 781 -2257
3. WATER AND SEVER AUTHORITY OF CABARRUS COUNTY......... 704 786 -1783
4. N.C. DEPT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE
6. SOUTHERNNET INC.
7. AT&T
8. TELECOM USA ............................................ ............................... (803) 54& -0482. 1 -800 -868 -5303
9. M. C. I . ......................................................................................... 1- 800 - 288 -6295. 1- 800 -624 -9675
10. TIME WARNER CABLE ................................. ............................... (704) 938 -5156
11. DUKE POWER CO ....................................... ............................... 1- 800 -632 -4949
12. PUBLIC SERVICE CO. .............. .................... ............................... (704) 782 -1148
13. SOUTHERN RAILWAY SYSTEM
14. UNION ELECTRIC CO .................................. ............................... 1- 800 - 422-4399
NOTE. SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
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DA TE: 7-5-96
CONTRACT NO.. 96 -52
I SHEET 6 of 6
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