SW4210703_Plansheet - Cover Sheet_20210803

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HARTMAN ROAD
SEWER NOTES
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1. AT ANY POINT THROUGHOUT THE PROJECT, DAVIDSON COUNTY STAFF
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RETAINS THE RIGHT TO REQUEST INSPECTION BY ANY MEANS NECESSARY.
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THESE INSPECTIONS MAY INCLUDE EXPOSURE OF INSTALLED LINE(S), CCTV,
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ETC. THESE TESTS WILL BE AT THE CONTRACTORS EXPENSE AND MUST BE
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PERFORMED WITHIN SEVEN(7) BUSINESS DAYS OF THE NOTIFICATION.
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DAVIDSON COUNTY STAFF MUST BE PRESENT FOR THE INSPECTIONS.
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FAILURE TO COMPLY WITH INSPECTION REQUEST WILL RESULT IN A MINOR
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APPEALS MEETING WITH DAVIDSON COUNTY STAFF, THE DESIGN ENGINEER(S),
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GENERAL CONTRACTOR AND OWNER. DAVIDSON COUNTY STAFF RESERVES
THE RIGHT TO HALT CONSTRUCTION IF REFUSAL OF INSPECTION CONTINUES.
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2. CERTIFIED AS -BUILT DRAWINGS WILL NEED TO BE PROVIDED FOR THE
SANITARY SEWER SYSTEM. MATERIAL, DIAMETER, INVERTS AND RIM ELEVATIONS
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SHALL BE PROVIDED ALONG WITH ADJUSTED HORIZONTAL GEOMETRY ON THE
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AS -BUILT DRAWINGS. THESE DRAWINGS SHALL BE PROVIDED TO DAVIDSON
COUNTY STAFF OR THEIR REPRESENTATIVE PRIOR TO ACCEPTANCE OF THE
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SANITARY SEWER SYSTEM. ANY SUB -STANDARD PORTIONS OF THE SEWER
SYSTEM THAT IS FOUND THROUGH THE AS -BUILT DOCUMENTS WILL BE REQUIRED
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TO BE FIXED AT THE CONTRACTORS EXPENSE.
3. FINAL SANITARY SEWER SYSTEM TESTING (VACUUM AND PRESSURE) WILL REQUIRE
COMMUNITY ROAD
VISUAL APPROVAL FROM THE ENGINEER OF RECORD AND DAVIDSON COUNTY STAFF
(OR ITS REPRESENTATIVE). IT IS SUGGESTED TO PRE -TEST ALL STRUCTURES AND
LINES PRIOR TO REQUESTING TESTING INSPECTIONS. WHEN READY, CONTACT THE
NOT TO SCALE
ENGINEER OF RECORD, AS WELL AS LOGAN STOREY (DAVIDSON COUNTY UTILITY
RESTRAIN ALL FITTINGS AND STRAIGHT
PIPE BOTH SIDES PER DIPRA
FOTUSKY
DB 2312 PG 1860
PIN 6820-01-38-2236
EXISTING UTILITY LINES
TO BE RELOCATED
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SHEET INDEX
1 COVER SHEET
2 PLAN/PROFILE TALLY POINTE DRIVE
3 PLAN/PROFILE TALLY MEADOW COURT
4 PLAN/PROFILE SEWER OUTFALL
5 INITIAL EROSION CONTROL PLAN
6 FINAL GRADING, DRAINAGE, EROSION CONTROL PLAN
7 EROSION CONTROL TABLES/DETAILS
8 EROION CONTROL DETAILS
9 DAVIDSON WATER, INC. DETAILS
10 DAVIDSON COUNTY SEWER DETAILS
11 DAVIDSON COUNTY SEWER DETAILS
NCGO1 CONSTRUCTION GENERAL PERMIT REQUIREMENTS
OWNER/DEVELOPER:
SYSTEMS TECH) AT 336-236-3120. GREG GARRETT
FLOOD CERTIFICATION 4. AT ALL TIMES, THE CONTRACTOR SHALL KEEP THE SANITARY SEWER SYSTEM AND Q / / / Aj�QQ���
The undersigned hereby certifies to the best of his knowledge and MANHOLES AS FREE AS POSSIBLE FROM EXCESS DIRT AND TRASH. ANY EXCESS \ / \l$�`r+ \ \ ,4;1Q$). 6420 HAMPTON KNOLL RD
belief the location of the subject property has been checked against BLOCKAGES OR SILT WITHIN THE SYSTEM WILL BE REQUIRED TO BE FLUSHED OUT e / _"~ �22 F N CLEMMONS NC 27012
area HUD/FIA maps and information provided by the Department of AT THE CONTRACTORS EXPENSE. / w
Housing and Urban Development and finds that: 5. DAVIDSON COUNTY STAFF REQUIRES THAT ALL SERVICES BE CCTV INSPECTED AToo ��A
The subject property is located In a SPECIAL FLOOD HOUSE BECOMES Q NTA T LOGAN STOREY / ro \ 336-339-7197
HAZARD AREA as determined by HUD/FIA flood map. 'SHE TIME THE AVAILABLE TO BE SOLD. CO C DAVIDSON ELECTRIC \ 27 k _ \ CO
AT 336-236-3120 TO SET UP INSPECTION APPOINTMENTS. ^'` 26 w
6. NO CLEANOUTS OR MANHOLES SHALL BE LOCATED WITHIN SIDEWALKS, DRIVEWAYS MEMBERSHIP CORP. / a Z \ ""'� o
The subject property is not located in a SPECIAL FLOOD h \ cD
( ) 10
The subject property is located in an area which has PIN 6820-01-27-8916
HAZARD AREA as determined by HUD/FIA flood map. OR ROADWAYS UNLESS ABSOLUTELY NECESSARY. DB 1 044 PG 1 495 \ a
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not been mapped as to flood areas by HUD/FIA. \ \ i / A
SITE NOTES APPLIES TO ALL SHEETS):
1. ALL WORK PERFORMED WITHIN THE HEGE ROAD R/W SHALL BE IN
ACCORDANCE WITH NCDOT STANDARDS. Q /i /
2. ALL SUB -GRADES SHALL BE APPROVED BY GEO-TECHNICAL 20, DRAINAGE
PERSONNEL, AND PROOF ROLLED PRIOR TO PLACEMENT OF \
/ r EASEMENT (TYP.)
STONE BASE MATERIAL. SURFACE COARSE SHALL OVERLAP \ e � /
EXISTING PAVEMENT AT TIES TO PROVIDE FOR SMOOTH TRANSITION.
(SEE PAVING REQUIREMENTS)
3. FINISHED ASPHALT PAVEMENT AND CONCRETE SHOULD BE
COMPLETED SO THAT NO PONDING OCCURS.. IF PONDING DOES
OCCUR, THE OWNER HAS THE RIGHT TO REQUIRE REMOVAL
AND REPLACEMENT.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING Oi
' �_
APPLICABLE UTILITY LOCATION COMPANIES TO PROVIDE UTILITY _ CT \ O
LOCATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. 17
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5. BOUNDARY INFORMATION SHOWN TAKEN FROM WORK BY OTHERS. \ _
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THIS IS NOT A SURVEY. / °o / �� 6 W
6. NO ATTEMPT WAS MADE TO LOCATE ANY UNDERGROUND UTILITIES. r4;�'
7. THE OWNER IS RESPONSIBLE FOR SECURING ALL PERMITS FOR ANY IMPACTS TO
JURISDICTIONAL STREAM FEATURES OR WETLANDS.
8. THIS PLAN IS NOT A SURVEY. THIS PLAN SHALL NOT BE USED FOR
RECORDATION, SALES OR CONVEYANCES.
9. ALL FILL MATERIAL WITHIN THE LIMITS OF THE ROADWAY WILL BE PLACED IN
ACCORDANCE WITH THE GEO-TECH ENGINEER RECOMMENDATIONS TO A MINIMUM
95% STANDARD PROCTOR MAX. DENSITY. PRIOR TO PLACEMENT OF CABC BASE COURSE, A r %` /' 10' U.E. \ \
A PROOF ROLL WILL BE PROVIDED AND COORDINATED BY THE CONTRACTOR WITH THE OWNER'S
GEO-TECH ENGINEER. MATERIAL WILL BE REMOVED/REPLACED AT NO COST TO THE OWNER AS
DIRECTED BY THE OWNER'S GEO-TECH ENGINEER. 16 / / / / / \ tp 18
10. ALL UTILITIES SHALL BE LOCATED UNDERGROUND \ 09 CLUSTER BOX UNIT I 01
11. TOPOGRAPHY SHOWN WITHIN IS A COMBINATION OF LIDAR AND FIELD SURVEY. 9yoe /f
DAVIDSON WATER INC. NOTES
I. GENERAL MATERIAL SPECIFICATIONS \ ^ }t6 20 i' 13
DRI
ALL MATERIALS MUST MEET OR EXCEED AWWA STANDARDS / a \ EX. GRAVEL
THE PARTS COMPONENTS THAT COME IN CONTACT WITH WATER MUST �� ! TO BE REMOVED ALL OF /
MEET NSF 61 / NSF 372 (NEW LEAD-FREE REQUIREMENTS).
1. PIPE: SDR 17 LENGTHS 20' MAX. 2", 3". PIPE MUST HAVE NSF/PW SEAL STAMPED ON IT. ASTM: D2241
2. PIPE; SDR 21 LENGTHS 20' MAX. 2", 3", 4". PIPE MUST HAVE NSF/PW SEAL STAMPED ON IT. ASTM: D2241
3. PIPE; DUCTILE IRON P.C. 350 6", 8", 10", 12", 16". AWWA C151 \ o ( es 9+s y 19
4. VALVES; AWWA STANDARD SPECIFICATIONS. VALVES SHALL OPEN LEFT, NON -RISING STEM. \ 1r8
200 PSI WORKING PRESSURE IRON BODY, RESILIENT SEAT GATE VALVE 2", 3", 4", 6", 8", MUELLER,
M & H, AMERICAN DARLING, KENNEDY. AWWA C509 515
5. FIRE HYDRANTS; AWWA TYPE DRY TOP NATIONAL STANDARD, TRAFFIC TYPE. 4 1/2" VALVE OPENING, \ ` ` i' -
1 1/2" PENT., TWO 2 1/2" OPENINGS, ONE 4 1/2" OPENING, BRONZE TO BRONZE SEAT, YELLOW BARREL, 21 / \ \ /
RED BONNET CAPS, NOT LESS THAN S-6" BURY, OPEN LEFT. MUELLER, SUPER CENTURION 200, M & H #129,
AMERICAN DARLING, MARK73-1, KENNEDY, K81A, AWWA C502.. .ryrO,/ �q '�., •. / / �_ I
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6. FITTINGS: DUCTILE IRON, PUSH ON, M.J.'-
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ALL FIRE HYDRANTS SHALL BRANCH OFF WITH HYDRANT TEE AND MOST STUB OUTS. AWWA C153 \ ry�Otij� , q '\",.., "" "-,___._..___„ ,._,_.~~.-- \ o\ / rJ
7. ALL MIPX BELL ADAPTERS 2" AND 3" SHALL BE HARCO. mm .. n // /
8. ALL THREADED PIPE (NIPPLES, ETC.) SHALL BE BRASS 2" AND Y. F� ry� "' _ a
Gr4sc.f �Jrty Z c9
9. VALVE BOXES 5 1/4" CAST IRON WITH "WATER" WRITTEN ON THE LID, SCREW TYPE. \ �ry ��% ' 19 h 11 COO 0-
10. METER BOX PLASTIC 12 DEEP BROOKS #1419-12, JONES, METER BOX LID, SOLID CAST IRON 151b. MIN. '.{ o - - O - - - _ coQ Q0
11. LINESETTER; FORD LSVBHH41-233W, MUELLER B-2418F-2A WITH H-14222 AND H-14227 END PIECES. I i 20 I \ \ vp CO
12. TUBING; TYPE K COPPER ASTM B-88. \ ^ \ \ / 30 R/W o \ I \ Oro +01
20
13. CORPORATION STOPS; FORD F-1000, MUELLER H-15008.
14. SERVICE SADDLES; MUELLER H-134, FORD S70, CC THREADS. CLINARD FARM PARTNERS, L.L. �O�•� O� _ I v
15. TAPPING SLEEVES STAINLESS STEEL, FULL RUBBER BACK, JCM, ROMAC-SST, FORD, SMITH-BLAIR. DB 2342 PG 2048 $ j� i o A \
/25' P.S.S.E.
PIN 6820-01-28-13p7,k� Z ! \ NEW GRAVEL
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2R 58y� S9,'c-•,��"E \ o ACCESS DRIVE / \
II. STANDARD INSTALLATION SPECIFICATIONS >s`S�' �� �6' -
THESE INSTALLATION SPECIFICATIONS 'ARE INTENDED TO MEET OR EXCEED THE NORTH CAROUNA RULES GOVERNING PUBLIC 9SR r e �• �+..� .� + : - \ - - W
WATER SYSTEMS, AMERCAN WATER WORKS ASSOCIATION/AWWA TANDARDS, AND NORTH CAROLINA DEPARTMENT OF r \ 1 ♦ I < 50 21
TRANSPORTATION RULES. (IN CASE OF CONFLICT THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA, I h { A\� \ .• ! �e _ \ \ / ° x iv
GPWS AND NCDOT RULES, SHALL APPLY. Poo 1 tp A q `+ ♦ e
1. WORK TO BE PERFORMED SHALL CONSIST OF FURNISHING AND INSTALLING COMPLETE AND READY FOR SERVICE ALL lee i \ ♦ \ \ �""' w o \ \ �\ _
WATER MAIN AND APPURTENANCES IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS. PRIOR TO / I ♦ o \
COMMENCING WORK, THE CONTRACTOR WILL PROVIDE 2 WORKING DAYS NOTICE TO DAVIDSON WATER INC., NCDOT AND A 1 � \ \ A e �• ...� /e \ �'
ALL OTHER APPROPRIATE UTILITY COMPANIES. I ot° ��"►.."'"�.,�
2. TRENCH EXCAVATION IN ROCK SHALL BE A MINIMUM OF 2 FEET WIDER THAN THE NOMINAL PIPE DIAMETER.
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EXCAVATION SHALL BE 6" BELOW THE PROPOSED INVERT OF THE PVC PIPE AND BACKFILLED (CUSHIONED) WITH
CLEAN SOIL OR SAND. �• w , 1^ N6$ 3g ) �� \A y
3. BACKFLLH ALONG SIDES AND IMMEDIATELY OVER PIPE BY HAND. BACKFILL MATERIAL AROUND PIPE SHALL BE FREE OF ♦ �+� ;fp� � �, i
ROCKS AND OTHER DEBRIS. TRENCH BACKFILL UNDER EXISTING OR PROPOSED PAVING AND ROAD SHOULDERS SHALL '� D� t`V %.*•„
BE COMPACTED TO A DENSITY OF 95 PERCENT OF MAXIMUM DRY DENSITY. ry q
4. ENCASEMENT PIPE SHALL BE INSTALLED BY DRY BORING AND JACKING. CASING DIAMETER, LENGTH AND WALL = ° e
COMMON AREA/OPEN SPACE'`e25' P.S.S.E. 22
THICKNESS SHALL BE AS SHOWN ON PLANS.. MATERIALS AND WORKMANSHIP IN THE EXISTING OR PROPOSED NCDOT �/, SnW N6j3� \ O8 \
RIGHT OF WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. THE CONTRACTOR MAKING THE 'J °• e
BORED CROSSING SHALL NOTIFY NCDOT PRIOR TO THE START OF WORK WITH ENOUGH NOTICE FOR NCDOT TO N82i6'47"W/ 5744.0T `�8p>�sly\$82�53�37 W ��`/39'0 o q \ 3.98 AC. ��♦ / \ �'�
PROVIDE INSPECTORS 71.59' fig' 63.93 60�w 88•4.9'I"yy �� ,��� 22
5. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS. WATER 2' \ ��
MAINS SHALL HAVE A MINIMUM OF 18" VERTICAL SEPARATION OVER SEWER MAINS. WHERE THIS SEPARATION IS 062.69
NOT POSSIBLE OR THE WATER MAIN IS LAID UNDER THE SEWER MAIN, BOTH THE WATER AND SEWER PIPE SHALL BE
DUCTILE IRON PIPE. CENTER PIPE SPANS AT POINT OF INTERSECTION IN ORDER TO HAVE 10 FEET FROM THE N�3r79`�
WATER LINE JOINT TO THE POINT OF INTERSECTION. NA PROPERTIES, L.L.C. ° \ q 6'ty
5A. DIP/PVC INSTALLATION: AWWA C600/605, GPWS RULE 0.0904 STORM SEWER CROSSING RULE (IN CASE OF CONFLICT 19,5 2\ \ o 46' • \ /
THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA, GPWS AND NCDOT RULE, SHALL APPLY. B 2314 PG 2422 HEGE 20' P.S.S.E.
6820-01-26-0414
6. MINIMUM COVER FOR WATER MAINS SHALL BE 36 INCHES. MAXIMUM COVER SHALL BE 48 INCHES. MINIMUM TRENCH DB 679 PG 686
WIDTH SHALL BE PIPE DIAMETER PLUS 18 INCHES. (SEE TRENCH SECTION AND LINESETTER TYPICAL). PIN 6820-01-26-7593 0
7. ALL PIPE SHALL BE THOROUGHLY CLEANED OF ALL EARTH MATERIAL AND RUBBISH BEFORE BEING PLACED IN THE \ \ 0 P p p P w -1i
TRENCH. BELL HOLES WILL BE DUG AT EACH JOINT. PIPE SHALL BE PLACED ON FIRM, SMOOTH FOUNDATION TO / 0----- p P p N86 37 28"W ? 35.68 1
PREVENT SUBSEQUENT SETTLEMENT. P ___ p P P P P- P61P --- ;'€ p 88 4 '29"W�-
8. CONCRETE THRUST BLOCKING SHALL BE CONSTRUCTED AT ALL BENDS, TEES, REDUCERS AND DEAD ENDS AND WHERE \ P p P P - . P P � . m P p P �1 ( + ". EX. POWER LINE EASE, M _
CONDITIONS WARRANT. ALL FITTING AND ACCESSORIES TO BE WRAPPED WITH POLYETHYLENE FILM PRIOR TO P "` f`' p p �-
PLACING BLOCKING. (SEE BLOCKING TYPICALS) P P P p P� /7�" '" P p P♦i - ` P P P _ - P��- -s f'
9. HYDRANTS SHALL BE SET PLUMB AS INDICATED ON THE DRAWINGS WITH THE PUMPER CONNECTION 18 INCHES ABOVE ��-A �,--- 'p P--1_�a"' 1'e�.���� P p _�Pe
GRADE. THE BACK OF THE HYDRANT, OPPOSITE THE PIPE CONNECTION, SHALL BE. FIRMLY BLOCKED AGAINST THE 0-- \ ��,NO �� Q>I+ P'--- p p P " P �'J & p ;-- P p ♦ 1 = -- P p P _ CO
VERTICAL FACE OF THE TRENCH WITH POURED -IN -PLACE CONCRETE TO PREVENT-M.E HYDRANT FROM BLOWING OFF tU i1 per__ _P r,, P ��-P
THE LINE. IN FILL AREAS OR SOILS THAT ARE NOT SOLID, HYDRANTS SHALL BE,RQDDED OR RESTRAINED BY MEGA -LUG 5 �Jj I P P - `z`
USING DUCTILE IRON PIPE, NOT PVC. CLEAN CRUSHED STONE OR GRAVEL SHALL BE PLACED AROUND THE BASE �� \ IV8p, • ''ee ♦% P p P P p_�_
OF EACH HYDRANT ABOVE THE SUPPORTING FOUNDATION AND TO WITHIN 12 INCHES OF THE GROUND LINE. STONE 5,3'09"W 2 ♦ � P,C`--P
SHALL BE PEN D AND FLUSHED PRIOR TOOR GRAVEL SHAH EXTEND AT I FAST 10 CPRESSURE STING OF THE LHES AWAY FROM THE IINES.4R(SEE REL IHYDRANT N ALL EN INSTALLATION `RANTS_ _� �_ \ I 101 4¢, �p� may= �a Zone qE i
10. VALVE BOX ASSEMBLY SHALL BE SET PLUMB, TRUE AND TO GRADE (SEE VALVE INSTALLATION TYPICAL)
11. ALL WATER MAINS SHALL BE PRESSURE TESTED WITH A TEST PRESSURE AT THE HIGH POINT OF THE MAIN TWICE
THE WORKING PRESSURE OR 200 PSI, WHICHEVER IS GREATER. TEST PRESSURE SHALL BE MAINTAINED FOR A MINIMUM `_ I I �' ��' leap �♦ i N
OF 3 HOURS. MAKE UP WATER SHALL NOT EXCEED THE FOLLOWING AMOUNTS IN GALLONS PER 1000 FEET OF MAIN: �� "" - ----- -- ... _,.., .._ N8237 1 r•••" e�.� ! N)
6"LINE -. 3 , 3" LIN
LIEND LINE.4, 5.97NE - 1.11, 6" LINE - 1.65, AND 8" LINE - 2.22, 12" LINE - 3.3, __ ..__ ' - . - - 32. 65' e� ♦�• A " `e „! to Reaor
11A. DIP/PVC LEAKAGE AND TESTING. AWWA C600/C605/ (DWI SPECIFICATIONS EXCEED MINIMUM PRESSURE AND N68\
MINIMUM TEST TIMES ABOVE THE AWWA STANDARDS).
12. ALL WATER MAINS SHALL BE FLUSHED AND DISINFECTED PRIOR TO BEING PUT IN SERVICE. FLUSHING SHALL BE `~"
ACCOMPLISHED WITH SUFFICIENT WATER VELOCITY (MINIMUM OF 2.5 FPS) TO THOROUGHLY CLEAN THE MAIN. THE _ _91)
MAINS SHALL BE DISINFECTED USING A CHLORINE EQUAL TO OR GREATER THAN 50 MILLIGRAMS PER LITER (50 PPM). 60' 30' 0 60' 120' 180'
THE CHLORINE SOLUTION SHALL REMAIN IN THE MAINS FOR A MINIMUM OF 24 HOURS. BACTERIOLOGICAL TEST � "w \ "• -
_....
SAMPLES SHALL BE TAKEN BY DAVIDSON WATER INC. STATE CERTIFIED LAB FOR EVALUATION AND LINE DISINFECTANT \ 6'jRBs r I ��
APPROVAL. AFTER DISINFECTION IS COMPLETE, THE NEW LINES SHALL BE FLUSHED SUFFICIENTLY SO THAT THE CHLORINE w �� �s,�'' 4*
CONCENTRATION LEVEL IN THE NEW LINES DOES NOT EXCEED EXISTING LINE CONCENTRATION. SCALE: 1 = 60\ • I ���� ��
12A. DISINFECTION:. AWWA C651
13. WATER LINES SHALL BE PLACED Al LEAST 3 FEET MINIMUM FROM THE EDGE OF THE PAVEMENT BUT NO GREATER
GENERAL NOTES (APPLIES TO ALL SHEETS) \ N87 00 32"W PnP ANi A PPnPr-PTrPc i i r
THAN 5 FEET FROM THE EDGE OF THE PAVEMENT. (SEE TRENCH SECTION AND LINESETTER INSTALLATION TYPICAL)
14. SPECIAL CARE SHOULD BE TAKEN AT CUL-DE-SACS TO ENSURE WATER LINE IS KEPT PROPER DISTANCE FROM THE
EDGE OF THE PAVEMENT. (SEE CUL-DE-SAC TYPICAL)
15. ALL TAPPING SLEEVES AND VALVES SHALL BE AIR TESTED AT 150 P.S.I. FOR A MINIMUM OF 15 MINUTES. TESTING
IS TO TAKE PLACE BEFORE TAPS ARE MADE.
NCDOT NOTES: (APPLIES TO ALL SHEETS)
NORM CAROiINA DEPARTMENT of TRANSPORTATION
1. ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE IN
DNISION
of HIGHWAYS -STANDARD
DETAIL
ACCORDANCE WITH N.C. DEPT. OF TRANSPORTATION STANDARDS.
2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE N.C. DEPT.
RIGHT OF WAY
OF TRANSPORTATION ENCROACHMENT AGREEMENT AND COMPLY WITH
ALL CONDITIONS THERE -IN. ALL ASSOCIATED COSTS SHALL BE
INCLUDED IN THE ESTABLISHED CONTRACT UNIT PRICE OF THE
e'
20
8'
5'
APPLICABLE TIE-IN AND CROSSING.
SHOULDER
PAVEMENT
SHOULDER
DITCH
3. THE CONTRACTOR SHALL PROVIDE FOR TRAFFIC CONTROL IN
CONFORMANCE WITH CURRENT N.C. DEPT. OF TRANSPORTATION
1/e/FT. 1/4"/FT.
SLOPE
STANDARDS. THE METHOD OF TRAFFIC CONTROL WILL BE REVIEWED
1'/F7T•
1',"F7
BY REPRESENTATIVES OF THE N.C. DEPT. OF TRANSPORTATION PRIOR
3:1
TO ANY CONSTRUCTION ACTIVITIES WITHIN THE RIGHTS -OF -WAY.
SLOPE
ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE ESTABLISHED
CONTRACT UNIT PRICE OF THE APPLICABLE TIE-IN AND CROSSING.
LOCAL RESIDENTIAL ROAD
4. THE CONTRACTOR SHALL CONTACT THE N.C. DEPT. OF TRANS ION
ems.
1" SF 9.59
SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE
* TERRAIN MAX. SLOPE 1.5" S 9.5B !�
RIGHTS -OF -WAY AND REVIEW THE PROPOSED CONSTRUCTION SCHEDULE
LEVEL 2:1 8" ABC
5. ALL RCP PIPE WITHIN NCDOT PUBLIC RIGHT-OF-WAY SHALL BE CLASS III RATED.
ROLLING 2:1
HILLY 1-1/2.1
6. ALL DITCHES MUST BE STABLE PRIOR TO ACCEPTANCE ONTO THE STATE SYSTEM.
7. THE DRAINAGE EASEMENTS SHALL BE PRIVATE AND MAINTAINED BY OTHERS
SHOULDER WIDTH BETWEEN 4' AND B' SHALL BE APPROVED BY THE
AND WILL NOT BE MAINTAINED BY NCDOT.
DISTRICT ENGINEER CONSIDERING ADJACENT LAND CHARACTERISTICS
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1. It shall be the General Contractor's responsibility to establish cut and fill quantities necessary to provide the final grades indicated on
these plans. Fill material not available at the site shall be provided by the General Contractor at no additional cost to the owner. 4.
The General Contractor shall be responsible for the provision and routine
Furthermore, the General Contractor, by way of establishing a contract price for site grading, has acknowledged that he is aware of the
maintenance of erosion control devices, either indicated or required by Division of Land Resources Personnel, necessary to comply with the
limited subsurface information and available fill material necessary to complete the work, and that his established
Sedimentation Pollution Control Act of 1973 and amendments thereto. Any fines resulting from the improper provision or maintenance
contract price is sufficient to ensure the proper completion of the project and conditions which may affect the work, including but not
of required devices shall be burdened by the General Contractor.
restricted to those bearing upon transportation, disposal, handling and storage of materials; water tables or similar conditions at the site; 5.
The General Contractor shall be responsible for conformance with all current local, state, and OSHA safety codes during all phases of the
availability of labor, water, electric power, roads, and uncertainties of weather; and the character of equipment and facilities needed
work. Contract prices established for the work shall include costs associated with the provision of safety equipment, and personnel necessary
preliminary to and during proceedings of the Work. Any failure by the Contractor to acquaint himself with these facts will not relieve him
to complete the work, including but not limited to, trench bracing, and personnel licensed by OSHA as competent for evaluating soil stability.
from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Owner assumes no responsibility 6.
No sub -surface investigations have been performed at the site. The General Contractor is encouraged to
for any conclusions or interpretations made by the Contractor on the basis of the information, if any, made available by the Owner.
perform additional sub -surface investigations prior to establishing his contract price for site grading. It shall be the
2. The Contractor shall be responsible for any damage to gas or water pipes, public or private sewers, drains or culverts, railroad or traffic
General Contractor's responsibility to establish out and fill quantities necessary to provide the final grades indicated
signal cables, telephone or power conduits, or other structures. When utility lines that are to be removed are encountered within the area
on these plans. Fill material not available at the site shall be provided by the General Contractor, or excess material
of operations, the Contractor shall notify the Owner's representative in ample time for the necessary measures to be taken to prevent
shall be removed/disposed of by the contractor, at no additional cost to the owner. Furthermore, the General
interruption of the services. Reasonable care has been exercised in showing the location of existing utilities on the plans. The exact
Contractor, by way of establishing a contract price for site grading, has acknowledged that he is aware of the
BEFORE YOU DIGI
location of such utilities is not known in all cases. The Contractor shall explore the area ahead of the grading operation by observations,
limited subsurface information and available fill material or excess material necessary to complete the work, and that
CALL 811
N.C. ONE -CALL CENTER
electronic devices, and by personal contacts with utility companies, and locate such utilities in advance of the trenching or grading
his established contract price is sufficient to ensure the proper completion of the project and conditions which may
IT'S THE LAW!
operations, and shall conduct his work so as to eliminate or minimize damage to the existing structures or utilities.
affect the work, including but not restricted to those bearing upon transportation, disposal, handling and storage of
9 9 P P P 9 9
3. Vertical and horizontal reference points provided on these plans are intended to establish base lines for locating the principal components
materials; water tables or similar conditions at the site; availability of labor, water, electric power, roads, and
of the Work. From this information the Contractors shall develop and make all detailed surveys needed for construction of all types.
uncertainties of weather; and the character of equipment and facilities needed preliminary to and during prosecution
Costs associated with the provision of construction lay -out shall be included in the contract price for the related work. In no case shall
of the work. Any failure by the Contractor to acquaint himself with these facts will not relieve him
information provided on the plans relieve the Contractor from his responsibility of providing building locations and dimensions as
from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Owner
indicated on the architectural plans. The Contractor shall carefully preserve bench marks, reference points and stakes and, in case of willful
assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the
or careless destruction, shall be charged with the resulting expense and shall be responsible for any mistake that may be caused by their
information, if any, made available by the Owner.All fill material shall be placed in conformance with the
unnecessary loss or disturbance.
Geo-Tech Engineer's recommendation, and compacted to a minimum of 95% Standard Proctor density.
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