SW4210802_Plansheet - Cover Sheet_20210816

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00 The subject
su property is located in a SPECIAL FLOOD
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HAZARD AREA as determined by HUD/FIA flood map.
( ) The subject property is not located in a SPECIAL FLOOD
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( ) The subject property is located in an area which has
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DAVIDSON WATER INC. NOTES
I. GENERAL MATERIAL SPECIFICATIONS
BEFORE YOU DIGI
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW.
ALL MATERIALS MUST MEET OR EXCEED AWWA STANDARDS
ALL OF THE PARTS/COMPONENTS THAT COME IN CONTACT WITH WATER MUST
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
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 3'-6" BURY, OPEN LEFT. MUELLER, SUPER CENTURION 200, M & H #129,
AMERICAN DARLING, MARK73-1, KENNEDY, K81A, AWWA C502..
6. FITTINGS: DUCTILE IRON, PUSH ON, M.J.
ALL FIRE HYDRANTS SHALL BRANCH OFF WITH HYDRANT TEE AND MOST STUB OUTS. AWWA C153
7. ALL MIPX BELL ADAPTERS 2" AND 3" SHALL BE HARCO.
8. ALL THREADED PIPE (NIPPLES, ETC.) SHALL BE BRASS 2" AND Y.
9. VALVE BOXES 5 1/4" CAST IRON WITH "WATER
" WRITTEN ON THE LID SCREW TYPE.
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.
12. TUBING; TYPE K COPPER ASTM B-88.
13. CORPORATION STOPS; FORD F-1000, MUELLER H-15008.
14. SERVICE SADDLES; MUELLER H-134, FORD S70, CC THREADS.
15. TAPPING SLEEVES STAINLESS STEEL, FULL RUBBER BACK, JCM, ROMAC-SST, FORD, SMITH-BLAIR.
II. STANDARD INSTALLATION SPECIFICATIONS
THESE INSTALLATION SPECIFICATIONS ARE INTENDED TO MEET OR EXCEED THE NORTH CAROLINA RULES GOVERNING PUBLIC
NA DEPARTMENT 0 STANDARDS AND NORTH CAROLI F
WATER SYSTEMS, AMERCAN WATER WORKS ASSOCIATION/AWWA
TRANSPORTATION RULES (IN CASE OF CONFLICT THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA,
GPWS AND NCDOT RULES, SHALL APPLY.
D READY FOR SERVICE ALL
AND INSTALLING COMPLETE AN
1. WORK TO BE PERFORMED SHALL CONSIST OF FURNISHING
SPECIFICATIONS. PRIOR TO
CONTRACT PLANS AND SPECIE
WATER MAIN AND APPURTENANCES IN ACCORDANCE WITH THE C
COMMENCING WORK, THE CONTRACTOR WILL PROVIDE 2 WORKING DAYS NOTICE TO DAVIDSON WATER INC., NCDOT AND
ALL OTHER APPROPRIATE UTILITY COMPANIES.
2. TRENCH EXCAVATION IN ROCK SHALL BE A MINIMUM OF 2 FEET WIDER THAN THE NOMINAL PIPE DIAMETER.
EXCAVATION SHALL BE 6" BELOW THE PROPOSED INVERT OF THE PVC PIPE AND BACKFILLED (CUSHIONED) WITH
CLEAN SOIL OR SAND.
3. BACKFILL ALONG SIDES AND IMMEDIATELY OVER PIPE BY HAND. BACKFILL MATERIAL AROUND PIPE SHALL BE FREE OF
V AND ROAD SHOULDERS SHALL
ROCKS AND OTHER DEBRIS. TRENCH BACKFILL UNDER EXISTING OR PROPOSED PAVING A
BE COMPACTED TO A DENSITY OF 95 PERCENT OF MAXIMUM DRY DENSITY.
4. ENCASEMENT PIPE SHALL BE INSTALLED BY DRY BORING AND JACKING. CASING DIAMETER, LENGTH AND WALL
OR PROPOSED NCDOT
THICKNESS SHALL BE AS SHOWN ON PLANS. MATERIALS AND WORKMANSHIP IN THE EXISTING
RIGHT OF WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. THE CONTRACTOR MAKING THE
BORED CROSSING SHALL NOTIFY NCDOT PRIOR TO THE START OF WORK WITH ENOUGH NOTICE FOR NCDOT TO
PROVIDE INSPECTORS
5. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS. WATER
MAINS SHALL HAVE A MINIMUM OF 18" VERTICAL SEPARATION OVER SEWER MAINS. WHERE THIS SEPARATION IS
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
WATER LINE JOINT TO THE POINT OF INTERSECTION.
5A. DIP/PVC INSTALLATION: AWWA C600/605, GPWS RULE 0.0904 STORM SEWER CROSSING RULE (IN CASE OF CONFLICT
THE REQUIREMENTS OF THE MORE STRINGENT STANDARD, DWI, AWWA, GPWS AND NCDOT RULE, SHALL APPLY.
6. MINIMUM COVER FOR WATER MAINS SHALL BE 36 INCHES. MAXIMUM COVER SHALL BE 48 INCHES. MINIMUM TRENCH
WIDTH SHALL BE PIPE DIAMETER PLUS 18 INCHES. (SEE TRENCH SECTION AND LINESETTER TYPICAL).
7. ALL PIPE SHALL BE THOROUGHLY CLEANED OF ALL EARTH MATERIAL AND RUBBISH BEFORE BEING PLACED IN THE
TRENCH. BELL HOLES WILL BE DUG AT EACH JOINT. PIPE SHALL BE PLACED ON FIRM, SMOOTH FOUNDATION TO
PREVENT SUBSEQUENT SETTLEMENT.
8. CONCRETE THRUST BLOCKING SHALL BE CONSTRUCTED AT ALL BENDS, TEES, REDUCERS AND DEAD ENDS AND WHERE
CONDITIONS WARRANT. ALL FITTING AND ACCESSORIES TO BE WRAPPED WITH POLYETHYLENE FILM PRIOR TO
PLACING BLOCKING. (SEE BLOCKING TYPICALS)
9. HYDRANTS SHALL BE SET PLUMB AS INDICATED ON THE DRAWINGS WITH THE PUMPER CONNECTION 18 INCHES ABOVE
GRADE. THE BACK OF THE HYDRANT, OPPOSITE THE PIPE CONNECTION, SHALL BE FIRMLY BLOCKED AGAINST THE
VERTICAL FACE OF THE TRENCH WITH POURED -IN -PLACE CONCRETE TO PREVENT THE HYDRANT FROM BLOWING OFF
THE LINE. IN FILL AREAS OR SOILS THAT ARE NOT SOLID, HYDRANTS SHALL BE RODDED OR RESTRAINED BY MEGA -LUG
USING DUCTILE IRON PIPE, NOT PVC. CLEAN CRUSHED STONE OR GRAVEL SHALL BE PLACED AROUND THE BASE
OF EACH HYDRANT ABOVE THE SUPPORTING FOUNDATION AND TO WITHIN 12 INCHES OF THE GROUND LINE. STONE
OR GRAVEL SHALL EXTEND AT LEAST 10 INCHES AWAY FROM THE HYDRANT BARREL IN ALL DIRECTIONS. HYDRANTS
SHALL BE OPENED AND FLUSHED PRIOR TO PRESSURE TESTING OF THE LINES. (SEE HYDRANT INSTALLATION TYPICAL)
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
OF 3 HOURS. MAKE UP WATER SHALL NOT EXCEED THE FOLLOWING AMOUNTS IN GALLONS PER 1000 FEET OF MAIN:
2" LINE - .50, 3" LINE - 0.74, 4" LINE - 1.11, 6" LINE - 1.65, AND 8" LINE - 2.22, 12" LINE - 3.3,
16" LINE - 3.96 AND 24" LINE - 5,97.
11A. DIP/PVC LEAKAGE AND TESTING: AWWA C600/C605/ (DWI SPECIFICATIONS EXCEED MINIMUM PRESSURE AND
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
MAINS SHALL BE DISINFECTED USING A CHLORINE EQUAL TO OR GREATER THAN 50 MILLIGRAMS PER LITER (50 PPM).
THE CHLORINE SOLUTION SHALL REMAIN IN THE MAINS FOR A MINIMUM OF 24 HOURS. BACTERIOLOGICAL TEST
SAMPLES SHALL BE TAKEN BY DAVIDSON WATER INC. STATE CERTIFIED LAB FOR EVALUATION AND LINE DISINFECTANT
APPROVAL. AFTER DISINFECTION IS COMPLETE, THE NEW LINES SHALL BE FLUSHED SUFFICIENTLY SO THAT THE CHLORINE
CONCENTRATION LEVEL IN THE NEW LINES DOES NOT EXCEED EXISTING LINE CONCENTRATION.
12A. DISINFECTION: AWWA C651
13. WATER LINES SHALL BE PLACED AT LEAST 3 FEET MINIMUM FROM THE EDGE OF THE PAVEMENT BUT NO GREATER
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
RESTRAIN ALL FITTINGS AND STRAIGHT OWNER/DEVELOPER:
PIPE BOTH SIDES PER DIPRA RS PARKER HOMES, L.L.C.
502 HICKORY RIDGE RD.
GREENSBORO, N.C. 27409
GREG GARRETT
336-399-7197
[e-mail]
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SITE NOTES APPLIES TO ALL SHEETS). , . , 1 -; \ \ a
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1. ALL WORK PERFORMED WITHIN THE FRONT STREET &OLD SALISBUR , } ,\ �. �,,. > 1
:, L r >,. :\ -,SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. } o " , / ,
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2. ALL SUB GRADES SHALL BE APPROVED BY GEO TECHNICAL . :< , \ -, ! �: - '.. \ r
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PERSONNEL, AND PROOF ROLLED PRIOR TO PLACEMENT OF j \ 2 , \,\ ,
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STONE BASE MATERIAL. SURFACE COARSE SHALL OVERLAP \ \ Q <b
EXISTING PAVEMENT AT TIES TO PROVIDE FOR SMOOTH TRANSITION. , � , :\, \ �\ `- f i
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(SEE PAVING REQUIREMENTS
3. FINISHED ASPHALT PAVEMENT AND CONCRETE SHOULD BE <. , ,11� y
COMPLETED SO THAT NO PONDING OCCURS. IF PONDING DOES \ ,_. J,, )
OCCUR, THE OWNER HAS THE RIGHT TO REQUIRE REMOVAL s�
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AND REPLACEMENT.1. \ "
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4. CONTRACTOR SHALL BE RESPONSIBLE FOR , , ;,, ..... i l 9
APPLICABLE UTILITY LOCATION COMPANIES TO PROVIDE UTILITY �v11 , • /., /
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TO ANY CONSTRUCTION ACTIVITIES. 5.., ..,- .- - /, i . \
LOCATIONS PRIOR \ , _y r sL w \
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5. BOUNDARY INFORMATION SHOWN TAKEN FROM WOK
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A SURVEY. THIS IS NOT >., s .. - .- ,_ ,_ . ,,._ ,. � ' : � J
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AD TO LOCATE ANY UNDERGROUND UTILITIES. �,, 1 _- �\
6. NO ATTEMPT WAS MADE > , r /.; i / - z�
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7. THE OWNER IS RESPONSIBLE FOR SECURING ALL PERMITS FOR ANY IMPACTS TO s .' /
FEATURES OR WETLANDS. f / / 3
JURISDICTIONAL STREAM
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HIS PLAN SHALL NOT BE USED FOR % „ I J
8. THIS PLAN IS NOT A SURVEY. T f , % / r
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RECORDATION, SALES OR CONVEYANCES. ; t' ; ; , ; . ; j o >" f ! s j
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THE LIMITS OF THE ROADWAY WILL BE PLACED IN . l - , , i : i � L 2 \ J
9. ALL FILL MATERIAL WITHIN E 1 d f 6
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ACCORDANCE WITH THE CEO TECH ENGINEER RECOMMENDATIONS TO A MINIMUM , , , ,:,,, / I . / /, = 0. \
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95% STANDARD PROCTOR MAX. DENSITY. PRIOR TO PLACEMENT OF CABC BASE COURSE, t , ,._ ;, ` t / o'^0 2 \ '
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ROLL WILL BE PROVIDED AND COORDINATED BY THE CONTRACTOR WITH THE OWNER'S !," ,: \ �', /
A PROOF` < r \ o \ v 1 4
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OWNER AS r 211
GEO TECH ENGINEER. MATERIAL WILL BE REMOVED REPLACED AT NO COST TO THE 0 -.._ ,, ,�, , , � � i '
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DIRECTED BY THE OWNER'S GEO-TECH ENGINEER. S , .' t �.
10. ALL UTILITIES SHALL BE LOCATED UNDERGROUND ; _ j , , < � 11
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11. TOPOGRAPHY SHOWN WITHIN IS A COMBINATION OF LIDAR AND FIELD SURVEY. �{„ _ .,, ,;11
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GENERAL NOTES (APPLIES TO ALL SHEETS) \ \ 3
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final rail dicated on \ r vide the \�,
establish cut and fill quantities necessary to o ,
1. It shall be the General Contractor's responsibility toe q y P 9 ��,\ \ \ , \ \ � `4 '` `\ �N � '' `, `i �
NCDOT NOTES: APPLIES TO ALL SHEETS , \
these plans. Fill material not available at the site shall be provided by the General Contractor at no additional cost to the owner. \�\,r\ , \ ;` \ ' l \ < � o G< P� \
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Furthermore the General Contractor, b way of establishing a contract rice for sitegrading, has acknowledged that he is aware of the \.. \, \ ,` t e 05 \
1. NEW ROAD WILL BE CONSTRUCTED TO N.C.D.O.T. STANDARDS, INCLUDING y Y g P \ ,\ 1 b 13 `, 5. c •,
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P AND WILL BE A PUBLIC DEDICATED ROAD. 'i
DRAINAGE STRUCTURES AND PIPE, limited subsurface information and available fill material necessary to complete the work, and that his established � \ ' \• \ r \'_ PR \
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completion of the project and conditions which may affect the work, including but not , � , „ \: ,, . \
2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE N.C. DEPT. contract price is sufficient to ensure the proper comp p I Y 9 o � ' pg'
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ENCROACHMENT AGREEMENT IT ND ENCi 'on th it WAY PERM Aimilar cond ti sat e site; ' TRANSPORTATION DRIVEtiles ors P OF TRANSPORIs water to r e of matena \ 1 dlin and sto a rt tion dis osa han
restricted to those bearin u on trans o a g \ \ ••� `,\' „ � o
9 P P P 9 �:t, . ,\. \..' \ , mil\ \ R
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ASSOCIATED COSTS d R -IN. ALL I THEE\ AN COMPLY WITH ALL CONDITIONS D
facilities n eded
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and f e
f weather; and th
e character ofequipment �
uncertainties oG vier, roads and'� �.
THE availability of labor, water, electric po\,` �.,, \ ..''` \ �. \` � J\ \ S �,��- g�
SHALL BE INCLUDED IN THE ESTABLISHED CONTRACT UNIT PRICE OF H
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is will not relieve him ; �
• or to acquaint himself with these facts , `' , �., . �\ `� \ '`` ' ,�,.- ` � � � �. O
APPLICABLE TIE-IN AND CROSSING. preliminary to and during proceedings of the Work. Any failure by the Contract a q ,; \j \ `\` �E yyP `` S 20 -.
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... assumes no responsibility ,- � ` , , ,. ! , , .- ' � .,. ., • � •
r s of successful) performing the work. The Owner a � S
N from responsibility for estimating properly the difficulty o cot y p g P Y \ ,; 0
3. THE CONTRACTOR SHALL PROVIDE FOR TRAFFIC CONTROL I `, I o . O
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b the Owner. } l
f n made available ,
0 basis of the information, i a _
CONFORMANCE WITH CURRENT N.C. DEPT. OF TRANSPORTATION for an conclusions or interpretations made b the Contractor on the s y, Y _.` , ; , . Z . ; , �, ', � � �' : ` `, , ' `- ', H
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AFFIC CONTROL WILL BE REVIEWED,,._
STANDARDS. THE METHOD OF TRAFFIC
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railroad or troffi : G drains or culvertsc ) '<
' for an damage to as or water pipes, public or private sewers,`- -., ` , .,, � . ,'> , .. , ' ". '. `, � i v, .
2. The. Contractor shall be responsible o y g g p p p p,, �\ , \„�. „ �-. \ ,., -- .. � � J
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BY REPRESENTATIVES OF THE N.C. DEPT. OF TRANSPORTATION PRIOR
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signal cables, telephone or power conduits, or other structures. When utility Imes that are to be removed are encountered within the area ... \ . \ ,\ \ \ > s ti
TO ANY CONSTRUCTION ACTIVITIES WITHIN THE RIGHTS -OF -WAY.
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I THE ESTABLISHED notify the Owners representative m ample time for the necessary measures to be taken to prevent _� �ws , j ,� \ a o p_
ALL ASSOCIATED COSTS SHALL BE INCLUDED N of operations, the Contractor shall n y p p y P `;, \ \ /, `
CONTRACT UNIT PRICE OF THE APPLICABLE TIE-IN AND CROSSING. utilities on the plans. The exact
interruption of the services. Reasonable care has been exercised m showing the location of existing p \.- -.. ` } r � J�.'
P g 1 \. E \ l ti ��
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V HEDRICK
TION A MEETING WITH MR. KE IN observations, '� ^
4. PRIOR TO BEGINNING CONSTRUCTION, lore the area ahead of the grading operation b obser at ons, .., `, � �
location of such utilities is not known in all cases. The Contractor shall explore g g P Y l - o
l.`
- - FAILURE TO ,,, r. � -.
336 2 24 3200 SHALL BE HELD. FAIL
ANCE ENGINEERH C OUNTY MAINTENANCE \ -
s with unlit companies, and locate such utilities m advance of the trenching or grading \ /._ �;, --,
electronic devices, and by personal contact y p 9 9 9 1 ;> S N
CONTACT MR. HEDRICK PRIOR TO BEGINNING CONSTRUCTION AND AFTER COMPLETING ,;,\� - \ �--�
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existing structures or utilities. \
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D VOID. operations, and shall conduct his work so as to eliminate or minimize damage to the e m
THE INSTALLATION SHALL MAKE THE ENCROACHMENT AGREEMENT NULL AN opera o 9 9 \ `. ; ,\ ) t, \ \ 2 ICI
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I I RATED. tablish base lines for locatin the rinci al coin orients \ \ \ \ ~ \ \ ` 0 , a_
5. ALL RCP PIPE WITHIN NCDOT PUBLIC RIGHT OF WAY SHALL BE CLASS I 3. Vertical and horizontal reference points provided on these plans are intended to es g P P P (° � / ,a - \ W
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STATE SYSTEM. 6. ALL DITCHES MUST BE STABLE PRIOR TO ACCEPTANCE ONTO THEf e Work. From this information the Contractors shall develo and make all detailed surveys needed for construction of all types. �- ` __.. - ., S S .; \ - � ; •;; ; �,, =; -.- ,,.. . s ', - ,�- _
o the P Ys \ p• &� , \ , \ T�
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AND MAINTAINED 4• _ related work. In no case shall \ `,Sis E \ o: V )
7. THE 20 DRAINAGE EASEMENTS (D.E.) SHALL BE PRIVATE Costs associated with the provision of construction lay out shall be included in the contract price for the r la ( . p Z
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BY HOA AND WILL NOT BE MAINTAINED BY N.C.D.O.T.
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providing building locations and dimensions as a=.::,. /.. i \ { l� o Ir ""
information provided on the plans relieve the Contractor from his responsibility of pro g g M Y J Z ;,�, \ o
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arks reference points and stakes and in case of willful /
indicated on the architectural plans. The Contractor shall carefully preserve bench m p ( 1 = z`ce
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or careless destruction shall be charged with the resulting expense and shall be responsible for any mistake that may be caused by their \.LL, ,,, z I O
CITY OF LEXINGTON UTILITY NOTES unnecessary loss or disturbance. / ; ` \ \ _
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The General Contractor shall be responsible for the provision and routine � #c� a
P P ) l N a ,. nn
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1. CONTRACTOR SHALL CONTACT N.C. 811 FOR LOCATES AND NOTIFY \ , r � _ • H
e Personnel necessar to coin I with the �: \` , N
IC WORKS DEPT. AT 336-248-3930 A MINIMUM maintenance of erosion control devices, either indicated or required by Division of Land Resources y p y . -, ,1 , ,. + r' 1 �� o
CITY OF LEXINGTON PUBLIC ` \ �'
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FOR of 1973 and amendments thereto. An fines resultm from the im ro er rovision or maintenance / `., ;\ \_,: •.r r �' ) - ° 1 I""'y
OF 5 WORKING DAYS PRIOR TO SUBSURFACE EXCAVATIONSSedimentation Pollution Control Act y g P P P \ ;;:� \ , , i o a
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PUBLIC WATER AND SEWER. of required devices shall be burdened b the General Contractor. \ °
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ALL PUBLIC WATER AND SEWER SUBCONTRACTORS SHALL ;,\ \ �' ^ � 4
2. CONTRACTOR AND A s Burin all hoses of the \ .
5. The General Contractor shall be responsible onsible for conformance with all current local, state, and OSHA safety code g p � ` o
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PRE -CONSTRUCTION MEETING WITH THE CITY , i r: '
ATTEND A MANDATORY \ \, \ ti
work. Contract prices established for the work shall include costs associated with the provision of safety equipment, and personnel necessary - I , \ , ,
RIOR TO ANY WATER AND SEWER WORK. \ � \
LEXINGTON PUBLIC WORKS DEPT. P
soil stability. ,..,. " , ; t ^
to complete the work mcludm but not limited to, trench bracing,and personnel licensed by OSHA as competent for evaluating o y / \ - I--)
3. ALL MATERIALS MUST BE APPROVED BY LEXINGTON PUBLIC WORKS DEPT. P 9PI'll\ , „ ` `. . ;; \ \ ,V ` \ , _ -,.. -
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MEETING. sub -surface invests investigations have been performed at the site. The General Contractor is encouraged to \;; \ ,;:, \ \ ..
PRIOR TO SCHEDULING THE PRE-CONSTRUCTION6. No
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AT 336-248-3930 REGARDING MATERIALS _ r i radm It shall be the \ 8-T•.._. \ \
4. CONTACT ROGER JONES, P E , erform additional sub surface investigations prior to establishing his contract price fo s to g g \ - \
- TON MEETING.
SUBMITTALS AND FOR SCHEDULING THE PRE CONSTRUCTION
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and fill quantities necessary to provide the final grades indicated / , , \ ;,\ ; AI \ f a 62:
General Contractors responsibility to establish cutq Y P 9 ,\ _; ; . { ; V
D SEWER CONSTRUCTION \ , \,� ��',,`-:. 2
5. TIE-INS TO PUBLIC SEWER AN
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site shall be provided b the General Contractor, or excess material / % \ `-- \,,. , � , r. \ , ,I \ . b1.
PUBLIC WORKS INSPECTOR. on these plans. Fill material not available at the i p y \ r
SHALL BE INSPECTED BY THE CITY OF LEXINGTON
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General \ a\
TED PUBLIC UTILITIES INSTALLATIONS ARE SUBJECT shall be removed/disposed of b the contractor, at no additional cost to the owner. Furthermore, the \ „ , , . , , .S fl,
UNSCHEDULED/UNINSPECY / `, _ z ) ,,, ti 1.
i has acknowledged that he �s aware of the \ - ` i TO REMOVAL AT THE CITY S DISCRETION. Contractor, b wayof establishing a contract price for site grading, g '- } " r , ,\ <, -
6. ALL RESTRAINT PIPE FITTINGS INSTALLATION SHALL FOLLOW DIPRA /_11
ed subsurface information and available fill material or excess material necessary to complete the work, and that ' ; :- \ ._ ::-. %, ; ' ; ---,.._.- - J ` '
limit bs Y P ,
RESTRAINT PROGRAM. I \ ,..;/
and conditions which may r' \ C ,
" his established contract price is sufficient to ensure the proper completion of the project y \\ /, ,, ; / , / J }'r�
7. HORIZONTAL AND VERTICAL LOCATION OF EX. 6 W.L. IS APPROXIMATE. - ,`
affect the work, including but not restricted to those bearing upon transportation, disposal, handling and storage of " :.. \ , / ", �`
CONTRACTOR SHALL LOCATE EXISTING W.L. PRIOR TO W.L. INSTALLATION. 91..,.-
electric ower, roads and - ,- _/ a \
CONTRACTOR SHALL FOLLOW TERMS OF APPROVED N.C.D.O.T. ENCROACHMENTmaterials, water tables or similar conditions at the site, availability of labor, water, p /
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AGREEMENT WHEN WORKING WITHIN R/W LIMITS.
uncertainties of weather and the character of equipment and facilities needed preliminary to and during prosecution
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SURVEYED BY A NC PLS ; , : ... , / , 2 y o
8. SEWER MUST MEET NC MINIMUM DESIGN CRITERIA ( )
o the work. An failure b the Contractor to acquaint himself with these facts will not relieve him ' i11
PTANCE BY CITY OF LEXINGTON. f Y Y q ti .' \ / r >o .
AND BE PROPERLY CLEANED AND TESTED FOR ACCE - _ 1
AT MINIMUM, LOW PRESSURE AIR, MANDREL, AND MH VACUUM TESTING MUST BE from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Owner r �- j ,
CONDUCTED WITH PASSING RESULTS IN THE PRESENCE OF THE ENGINEER OF assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the
RECORD AND THE CITY INSPECTOR. information, if any, made available by the Owner.All fill material shall be placed in conformance with the
9. CONTRACTOR(S) SHALL PRE -TEST SEWER WITH PASSING RESULTS PRIOR TO Geo-Tech Engineer's recommendation, and compacted to a minimum of 95% Standard Proctor density.
SCHEDULING WITH ENGINEER AND CITY INSPECTOR. COORDINATE ALL TEST A
MINIMUM OF 3 WORKING DAYS IN ADVANCE.
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