SW4210703_Plansheet (1) - Cover Sheet_20210914

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HARTMAN ROAD
SEWER NOTES
01,
AT ANY POINT THROUGHOUT THE PROJECT, DAVIDSON COUNTY STAFF
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RETAINS THE RIGHT TO REQUEST INSPECTION BY ANY MEANS NECESSARY.
THESE INSPECTIONS MAY INCLUDE EXPOSURE OF INSTALLED LINE(S), CCTV,
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
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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
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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
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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
NOTTOSCALE
ENGINEER OF RECORD, AS WELL AS LOGAN STOREY (DAVIDSON COUNTY UTILITY
SYSTEMS TECH) AT 336-236-3120.
FLOOD CERTIFICATION
4. AT ALL TIMES, THE CONTRACTOR SHALL KEEP THE SANITARY SEWER SYSTEM AND
The undersigned hereby certifies to the best of his knowledge and
MANHOLES AS FREE AS POSSIBLE FROM EXCESS DIRT AND TRASH. ANY EXCESS
SHEET INDEX
1 COVER SHEET
lA INITIAL CONDITIONS MAP
} 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
y� 0 9 DAVIDSON WATER, INC. DETAILS
O 10 DAVIDSON COUNTY SEWER DETAILS
11 DAVIDSON COUNTY SEWER DETAILS
�\ NCGO1 CONSTRUCTION GENERAL PERMIT REQUIREMENT
OWNER /DEVELOPER:
sus \ GREG GARRETT
belief the location of the subject property has been checked against BLOCKAGES OR SILT WITHIN THE SYSTEM WILL BE REQUIRED TO BE FLUSHED OUT �'
area HUD/FIA maps and information provided by the Department of AT THE CONTRACTORS EXPENSE. a 6420 HAMPTON KNOLL RD
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Housing and Urban Development and finds that: ` e / 06. £
The subject property is located to a SPECIAL FLOOD 5. DAVIDSON COUNTY STAFF REQUIRES THAT ALL SERVICES BE CCTV INSPECTED AT ® y~ ,
HAZARDIAREA as determined by HUD/FIA flood map. THE TIME THE HOUSE BECOMES AVAILABLE TO BE SOLD. CONTACT LOGAN STOREY DAVIDSON ELECTRIC
+" v CLEMMONS NC 27012
AT 336-236-3120 TO SET UP INSPECTION APPOINTMENTS. 336-339-7197
( ) 6. NO CLEANOUTS OR MANHOLES SHALL BE LOCATED WITHIN SIDEWALKS, DRIVEWAYS MEMBERSHIP CORP. A� N 26
The subject property is not located in a SPECIAL FLOOD O 0 27� \" O
HAZARD AREA as determined b HUD FIA flood map. OR ROADWAYS UNLESS ABSOLUTELY NECESSARY. 4 �1'
y / P DB 1044 PG 1495
The subject property is located in an area which has PIN 6820-01-27-8916
not been mapped as to flood areas by HUD/FIA. 01
SITE NOTES (APPLIES TO ALL SHEETS): �FFFR ¢ O
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1. ALL WORK PERFORMED WITHIN THE HEGE ROAD R/W SHALL BE IN
ACCORDANCE WITH NCDOT STANDARDS.
2. ALL SUB -GRADES SHALL BE APPROVED BY GEO-TECHNICAL
STONE BASE MATERIALPROOF PLACEMENT PERSONNEL, AND ROLLED PRIOR TO S RFACE COARSE SHALLO RLAP /p O ` ✓ 20' DRAINAGE
Q ` ' �` H? / 1 C" EASEMENT TYP.)
EXISTING PAVEMENT AT TIES TO PROVIDE FOR SMOOTH TRANSITION. , �_ E•►
(SEE PAVING REQUIREMENTS)
3. FINISHED ASPHALT PAVEMENT AND CONCRETE SHOULD BE J / i8
COMPLETED SO THAT NO PONDING OCCURS. IF PONDING DOES
OCCUR, THE OWNER HAS THE RIGHT TO REQUIRE REMOVAL 00
AND REPLACEMENT.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING rZ
APPLICABLE UTILITY LOCATION COMPANIES TO PROVIDE UTILITY
LOCATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES.
5. BOUNDARY INFORMATION SHOWN TAKEN FROM WORK BY OTHERS. 17
THIS IS NOT A SURVEY. / / v ; s'
6. NO ATTEMPT WAS MADE TO LOCATE ANY UNDERGROUND UTILITIES.
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 a \ \ \
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. c>J
10. ALL UTILITIES SHALL BE LOCATED UNDERGROUND 16 ,' io 18
11. TOPOGRAPHY SHOWN WITHIN IS A COMBINATION OF LIDAR AND FIELD SURVEY. v \ / s CLUSTER BOX UNIT I if 15 / _ N ci
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DAVIDSON WATER INC. NOTESco
I. GENERAL MATERIAL SPECIFICATIONS
ALL MATERIALS MUST MEET OR EXCEED AWWA STANDARDS / _ EX. GRAVEL DRI '
ALL OF THE PARTS/COMPONENTS THAT COME IN CONTACT WITH WATER MUST \ / _ _ - �_ _ / /; TO BE REMOVE / 12
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 / / co
3. PIPE; DUCTILE IRON P.C. 350 6", 8", 10", 12", 16". AWWA C151 \ o I \ / / ' _� _ / ' g£ s+s w 19
4. VALVES; AWWA STANDARD SPECIFICATIONS. VALVES SHALL OPEN LEFT, NON -RISING STEM.
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,-
1 1/2" PENT., TWO 2 1/2" OPENINGS, ONE 4 1/2" OPENING, BRONZE TO BRONZE SEAT, YELLOW BARREL,
RED BONNET CAPS, NOT LESS THAN V-6" BURY, OPEN LEFT. MUELLER, SUPER CENTURION 200, M & H #129,
AMERICAN DARLING, MARK73-1, KENNEDY, K81A, AWWA C502.. \ ,qrO./
6. FITTINGS: DUCTILE IRON, PUSH ON, M.J. r `�•�r,., '
ALL FIRE HYDRANTS SHALL BRANCH OFF WITH HYDRANT TEE AND MOST STUB OUTS. AWWA C153 \ 9 t r �, „ /
7. ALL MIPX BELL ADAPTERS 2" AND 3" SHALL BE HARCO. '` 1 A • q ~-"~,~.; - " --- - •__ _ ... .-. �- . .._ I 5 cwn
8. ALL THREADED PIPE (NIPPLES, ETC.) SHALL BE BRASS 2" AND Y. ��­­­-
IV"�"'~- G-atiet nr`-_--"o� Q
_._ . _. ....�_
9. VALVE BOXES 5 1/4 CAST IRON WITH "WATER WRITTEN ON THE LID, SCREW TYPE. \ Iris \ 19 / ,� - coo 0
10. METER BOX PLASTIC 12" DEEP BROOKS #1419-12, JONES, METER BOX LID, SOLID CAST IRON 151b. MIN.
11. LINESETTER; FORD LSVBHH41-233W, MUELLER B-2418F-2A WITH H-14222 AND H-14227 END PIECES. I� ` A 20 - - jo< coo
12. TUBING; TYPE K COPPER ASTM B-88, \ ! \ - � 30' R/W O o
13. CORPORATION STOPS; FORD F-1000, MUELLER H-15008. o 0 20
14. SERVICE SADDLES; MUELLER H-134, FORD S70, CC THREADS. CLINARD FARM PARTNERS, L.L. ` �O
15. TAPPING SLEEVES STAINLESS STEEL, FULL RUBBER BACK, JCM, ROMAC-SST, FORD, SMITH-BLAIR. DB 2342 PG 2048 $ 'jo i o ° / \ rg. 6 v
PIN 6820-01-28-1Q�p7A , Ag E _ ! \ NEW GRAVEL ' 25' P.S.S.E. / O 0
ACCESS DRIVE / \
II. STANDARD INSTALLATION SPECIFICATIONS
THESE INSTALLATION SPECIFICATIONS ARE INTENDED TO MEET OR EXCEED THE NORTH CAROLINA RULES GOVERNING PUBLIC �. r ♦ ° „" ... ,_ ". •• t �� _
WATER SYSTEMS, AMRCAN WATER WORKS ASSOCIATION/AWWA STANDARDS, AND NORTH CAROLINA DEPARTMENT OF CLID
TRANSPORTATION RULES. (IN CASE OF CONFLICT THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA, ! \ t o �� _ �_ 21
GPWS AND NCDOT RULES, SHALL APPLY. 0000 , / 1 \ ° \ ♦ ♦♦♦ _ \ \ N
1. WORK TO BE PERFORMED SHALL CONSIST OF FURNISHING AND INSTALLING COMPLETE AND READY FOR SERVICE ALL !♦ ! 11�0)' \ ~'� \A ♦♦ "" ." ♦ \ /
WATER MAIN AND APPURTENANCES IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS. PRIOR TO t ♦! ! a / A\\ CII�B OUTLET SYSTEM jf2 ♦�-�.. \ - '
COMMENCING WORK, THE CONTRACTOR WILL PROVIDE 2 WORKING DAYS NOTICE TO DAVIDSON WATER INC., NCDOT AND �� 1 CHANNEL LENGTH = 100' ♦ / / \
�I q B TiON WIDTH 8'
ALL OTHER APPROPRIATE UTILITY COMPANIES. ! I i \� \A
,. t VOP WIDTH = 18'♦♦I��"���'w� ,�'���♦
2. TRENCH EXCAVATION IN ROCK SHALL BE A MINIMUM OF 2 FEET WIDER. THAN THE. NOMINAL PIPE DIAMETER. � i�v i��,q. � / \ DEPTH = 2' ♦
EXCAVATION SHALL BE 6" BELOW THE PROPOSED INVERT OF THE PVC PIPE AND BACKFILLED (CUSHIONED) WITH ��s atN 68•i9 9, �� r' \ � O\ o SI SUES 3:1
CLEAN SOIL OR SAND. ,. ,� (`1 3 / �`� \ __ o LAT. OPE = 1% ♦ �/
3. BACKFILL ALONG SIDES AND IMMEDIATELY OVER PIPE BY HAND. BACKFILL MATERIAL AROUND PIPE SHALL BE FREE OF „A5. ��'♦ i r �-- \ TAPER TH = 40' >> /
ROCKS AND OTHER DEBRIS. TRENCH BACKFILL UNDER EXISTING OR PROPOSED PAVING AND ROAD SHOULDERS SHALL *•� .0 ate , ♦� �� \ q FI L'F�AgE WIDTH = 18' \ \
BE COMPACTED TO A DENSITY OF 95 PERCENT OF MAXIMUM DRY DENSITY. N \ AC \ ,♦ • /
4. ENCASEMENT PIPE SHALL BE INSTALLED BY DRY BORING AND JACKING. CASING DIAMETER, LENGTH AND WALL Z N q FPS /� OTHICKNESS SHALL BE AS SHOWN ON PLANS. MATERIALS AND WORKMANSHIP IN THE EXISTING OR PROPOSED NCDOT '/r eW 67--^�,. \VE__
\ COMMON AREA/OPEN SPACE'�� \ / \25° P.S.S.E. O8 22
RIGHT OF WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. THE CONTRACTOR MAKING THE 3$ 6 .. o,
BORED CROSSING SHAH L NOTIFY NCDOT PRIOR TO THE START OF WORK WITH ENOUGH NOTICE FOR NCDOT TO N8276'47"W S7� 440�+ `�80��`S �Y S82•53'37 W A/7¢3g0 » q A 3.98 AC.♦♦♦ \ / ' w
PROVIDE INSPECTORS 71.59' l 7g. \ 63.93' 6 W RY ® \
88'49'1W £S 10' ♦ z
5. AI SR MAINS SHALL BE LAID HALL HAVE A MIN MUMAOF 18S VERTICAL EPARATIONFROM
OVEREXISTING
SEWER MA NSROWHERE TH SSANITARY
SE ARATIONSEWERS.
IS WATER 02, ° \ q 62.69 ``` cRe£k �p VG WID7 \ \ ♦♦♦♦ 2 '
NOT POSSIBLE OR THE WATER MAIN IS LAID UNDER THE SEWER MAIN, BOTH THE WATER AND SEWER PIPE SHALL BE \ \ A \ \ £'' AAt h
WATERDUCTILINE JOINT TOCENTER
THE O NPIPE
T OFINTERSECTIONANS AT POINT
OF INTERSECTION IN ORDER TO HAVE 10 FEET FROM THE o `30g'26» STR£ 30 AC O � � ,♦ \ / CURB OUTLET SYSTEM #1 �o
5A. DIP/PVC INSTALLATION: AWWA C600 605, GPWS RULE 0.0904 STORM SEWER CROSSING RULE IN CASE OF CONFLICT NA PROPERTIES, L.L.C. \ o Igs¢ 6Y ;41h)
( \ ` M 4 w CHANNEL LENGTH = 100'
THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA, GPWS AND NCDOT RULE, SHALL APPLY. B 2314 PG 2422 HEGE \ \ 6"- J 20' P.S.S.E. ♦� \ /
Oj �..� sorroN WIDTH = s'
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 \ \ Z ♦ TOP WIDTH = 18'
WIDTH SHALL BE PIPE DIAMETER PLUS 18 INCHES. (SEE TRENCH SECTION AND LINESETTER TYPICAL). PIN 6820-01-26-7593 q q _ ��� '- +.�+•� j SIDE SLOPES 31
7. ALL PIPE SHALL BE THOROUGHLY CLEANED OF ALL EARTH MATERIAL AND RUBBISH BEFORE BEING PLACED IN THE \ P P p W(Jk "�"t E- - t LAT. SLOPE = 1%
TRENCH. BELL HOLES WILL BE DUG AT EACH JOINT. PIPE SHALL BE PLACED ON FIRM, SMOOTH FOUNDATION TO \ i) _ p P P P N86 37 28 W Z 35.68 1 �� FLARE TAPER LENGTH = 40'
PREVENT SUBSEQUENT SETTLEMENT. _P_ P p P-__ --P gyp_ , 8& 3 9"W �� EX. POWER �INE EASEMENT FINAL FLARE WIDTH C
8. CONCRETE THRUST BLOCKING SHALL BE CONSTRUCTED AT ALL BENDS, TEES, REDUCERS AND DEAD ENDS AND WHERE P-----P P P--gip t P p ♦,,, ♦�
CONDITIONS WARRANT. ALL FITTING AND ACCESSORIES TO BE WRAPPED WITH POLYETHYLENE FILM PRIOR To \ \ P P --- P P -'--�$P P - ! • VEL = FPS
PLACING BLOCKING. (SEE BLOCKING TYPICALS) \ P P P p P- AP
�- P p P .e��♦ P P p;___rQ9. HYDRANTS SHALL BE SET PLUMB AS INDICATED ON THE DRAWINGS WITH THE PUMPER CONNECTION 18 INCHES ABOVE \ f P O r "� ep p P r1GRADE. THE BACK OF THE HYDRANT, OPPOSITE THE PIPE CONNECTION, SHALL BE FIRMLY BLOCKED AGAINST THE 0-- L Q-��O - P -_ _ p " P -} ._ p ► ♦ P - f P p
VERTICAL FACE OF THE TRENCH WITH POURED -IN -PLACE CONCRETE TO PREVENT THE HYDRANT FROM BLOWING OFF 1� '� 6' A> P P -♦ ! ♦ P t �- P P- Op
THE LINE: IN FILL AREAS OR SOILS THAT ARE NOT SOLID, HYDRANTS SHALL BE RODDED -0R RESTRAINED BY MEGA -LUG 5 p
USING DUCTILE IRON PIPE, NOT PVC. CLEAN CRUSHED STONE OR GRAVEL SHALL BE PLACED AROUND THE BASE `� \ \ �� P P p 4E
OF EACH HYDRANT ABOVE THE SUPPORTING FOUNDATION AND TO WITHIN 12 INCHES OF THE GROUND LINE. STONE �� N8053,09 a ♦ P p P�
W
OR GRAVEL SHALL EXTEND AT LEAST 10 INCHES AWAY FROM THE HYDRANT BARREL IN ALL DIRECTIONS. HYDRANTS�� \ 1�1.44' ��' ,1 t+'`'� i
SHALL BE OPENED AND FLUSHED PRIOR TO PRESSURE TESTING OF THE LINES. (SEE HYDRANT INSTALLATION TYPICAL) �� I I �. �\� ( Zone ,4e
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 ,` ��'y \ !♦s �� f V OF 3 HOURS. MAKE UP WATER SHALL NOT EXCEED THE FOLLOWING AMOUNTS IN GALLONS PER 1000 FEET OF MAIN: "" " -- -
2" LLINE - 3 96 ANDI E -LINE 4- "LINE - 1.11, 6" LINE - 1.65, AND 8" LINE - 2.22, 12" LINE - 3.3, \ �_ -_ .. ,. _m __ "_. .. _... ,,..._, ..."_.. - "' - .._....-_ :. - N832.654„W \� `� «) a♦ _ -' `♦.. a ••i O �Reb
11A. DIP/PVC LEAKAGE AND TESTING: AWWA C600/C605/ (DWI SPECIFICATIONS EXCEED MINIMUM PRESSURE AND w -- 4168
MINIMUM TEST TIMES ABOVE THE AWWA STANDARDS). 2¢2 ♦♦J, rt
12. ALL WATER MAINS SHALL BE FLUSHED AND DISINFECTED PRIOR TO BEING PUT IN SERVICE. FLUSHING SHALL BE _._-- " '"' T - - ------. _.....
.,_ "` A
ACCOMPLISHED WITH SUFFICIENT WATER VELOCITY (MINIMUM OF 2.5 FPS) TO THOROUGHLY CLEAN THE MAIN. THE \ 99' 9.
'-� \ - •+ -O
MAINS SHALL BE DISINFECTED USING A CHLORINE EQUAL TO OR GREATER THAN 50 MILLIGRAMS PER LITER (50 PPM).
60' 30' 0 60' 120' 180' •""-�-... \ --- S ♦ -'- "-- ----_ _
THE CHLORINE SOLUTION SHALL REMAIN IN THE MAINS FOR A MINIMUM OF 24 HOURS. BACTERIOLOGICAL TEST �, OR� ♦� i4k -_
SAMPLES SHALL BE TAKEN BY DAVIDSON WATER INC. STATE CERTIFIED LAB FOR EVALUATION AND LINE DISINFECTANT \ 61
8• `"'" • ma`s
APPROVAL. AFTER DISINFECTION IS COMPLETE, THE NEW LINES SHALL BE FLUSHED SUFFICIENTLY SO THAT THE CHLORINE I S
CONCENTRATION LEVEL IN THE NEW LINES DOES NOT EXCEED EXISTING LINE CONCENTRATION. SCALE: 1 " = 60'
12A. DISINFECTION: AWWA C651 \ ! •� �" ► ✓�
13. WATER LINES SHALL BE PLACED AT LEAST 3 FEET MINIMUM FROM THE EDGE of THE PAVEMENT BUT NO GREATER GENERAL NOTES (APPLIES TO ALL SHEETS) \ N87*00'32"W
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) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1. ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE IN DIVISION of HIGHWAYS -STANDARD DETAIL
ACCORDANCE WITH N.C. DEPT. OF TRANSPORTATION STANDARDS.
2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE N.C. DEPT.
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
APPLICABLE TIE-IN AND CROSSING.
3. THE CONTRACTOR SHALL PROVIDE FOR TRAFFIC CONTROL IN
CONFORMANCE WITH CURRENT N.C. DEPT. OF TRANSPORTATION
STANDARDS. THE METHOD OF TRAFFIC CONTROL WILL BE REVIEWED
BY REPRESENTATIVES OF THE N.C. DEPT. OF TRANSPORTATION PRIOR
RIGHT OF WAY
5' 8'
20'
6'
V
DITCH SHOULDER
PAVEMENT
SHOULDER
DITCH
I"/FT
1/4"/FT. 1/4'/Fr.
1•/Fr
ffESTRAIN ALL FITTINGS AND STRAIGHT
IPE BOTH SIDES PER DIPRA
TO ANY CONSTRUCTION ACTIVITIES WITHIN THE RIGHTS -OF -WAY.
ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE ESTABLISHED
CONTRACT UNIT PRICE OF THE APPLICABLE TIE-IN AND CROSSING.
LOCAL RESIDENTIAL ROAD s•
4. THE CONTRACTOR SHALL CONTACT THE N.C. DEPT. OF TRANSPORTATION
1" SF 9.58 r
SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE
VEGETATED SWALES SHALL BE
1.5" S 9.5B
RIGHTS -OF -WAY AND REVIEW THE PROPOSED CONSTRUCTION SCHEDULE
MATTED DURING CONSTRUCTION
8" ABC
5. ALL RCP PIPE WITHIN NCDOT PUBLIC RIGHT-OF-WAY SHALL BE CLASS III RATED.
BASED ON THE TABLE ON SHEET 7.
6. ALL DITCHES MUST BE STABLE PRIOR TO ACCEPTANCE ONTO THE STATE SYSTEM.
FOLLOWING FINAL CONSTRUCTION,
7. THE DRAINAGE EASEMENTS SHALL BE PRIVATE AND MAINTAINED BY OTHERS
SWALES SHALL HAVE BERMUDA SOD
AND WILL NOT BE MAINTAINED BY NCDOT.
INSTALLED.
1 I \
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ti
FOTUSKY
DB 2312 PG 1860
PIN 6820-01-38-2236
c O\
/ P\
Q
EXISTING UTILITY LINES 511.86'
TO BE RELOCATED "� j
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� Q /
Q
1. It shall be the General Contractor's responsibility to establish cut and fill quantities necessary to provide the final grades indicated on
... PnPANIA PPr)PFPTTPC 1 1 r`
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
F
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 cut 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
CALL 811
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
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
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
p p p y p g 9
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 Enaineer's recommendation, and compacted to a minimum of 95% Standard Proctor density.
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