Loading...
HomeMy WebLinkAboutSW4210704_Plansheet - Other_20211210 (8)0 CITY OF LEXINGTON UTILITY NOTES NCDOT NOTES: (APPLIES TO ALL SHEETS) r / 1. CONTRACTOR SHALL CONTACT N.C. 811 FOR LOCATES AND NOTIFY 1. NEW ROAD WILL BE CONSTRUCTED TO N.C.D.O.T. STANDARDS INCLUDING DRAINAGE STRUCTURES AND PIPE, AND WILL BE A PUBLIC DEDICATED ROAD. C -j L- 4+41.42 CITY OF LEXINGTON PUBLIC WORKS DEPT. AT 336-248-3930 A MINIMUM OF 5 WORKING DAYS PRIOR TO SUBSURFACE EXCAVATIONS FOR 2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE N.C. DEPT. \ H B-1 PUBLIC WATER AND SEWER. OF TRANSPORTATION DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT (= STA 0+00 2. CONTRACTOR AND ALL PUBLIC WATER AND SEWER SUBCONTRACTORS SHALL AND COMPLY WITH ALL CONDITIONS THERE -IN. ALL ASSOCIATED COSTS OVADA gVE � ATTEND A MANDATORY PRE -CONSTRUCTION MEETING WITH THE CITY OF SHALL BE INCLUDED IN THE ESTABLISHED CONTRACT UNIT PRICE OF THE LEXINGTON PUBLIC WORKS DEPT. PRIOR TO ANY WATER AND SEWER WORK. APPLICABLE TIE-IN AND CROSSING. 3. ALL MATERIALS MUST BE APPROVED BY L; EXINGTON PUBLIC WORKS DEPT. 3. THE CONTRACTOR SHALL PROVIDE FOR TRAFFIC CONTROL IN CONFORMANCE WITH CURRENT N.C. DEPT. OF TRANSPORTATION BEFORE YOU DIG! \ 113 PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING. 4. CONTACT ROGER JONES, P.E., AT 336-248-3930 REGARDING MATERIALS STANDARDS. THE METHOD OF TRAFFIC CONTROL WILL BE REVIEWED CALL 811 -•.. SUBMITTALS AND FOR SCHEDULING THE PRE -CONSTRUCTION MEETING. BY REPRESENTATIVES OF THE N.C. DEPT. OF TRANSPORTATION PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE RIGHTS -OF -WAY. Z N.C. ONE -CALL CENTER 3O'EASEMENT 5. TIE-INS TO PUBLIC WATER AND SEWER AND WATER AND SEWER CONSTRUCTION ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE ESTABLISHED IT'S THE LAW! (15' EACH SIDE) \ PUBLIC UTILITIES INSTALLATIONS ARE SUBJECT 112 UNSCHEDULED/ UNINSPECTED TO REMOVAL AT THE CITY'S DISCRETION. 4. PRIOR TO BEGINNING CONSTRUCTION, A MEETING WITH MR. KEVIN HEDRICK, COUNTY MAINTENANCE ENGINEER (336-224-3200) SHALL BE HELD. FAILURE TO �D O \ " 6. ALL RESTRAINT PIPE FITTINGS INSTALLATION SHALL FOLLOW DIPRA CONTACT MR. HEDRICK PRIOR TO BEGINNING CONSTRUCTION AND AFTER COMPLETING 0-11 I,1 - RESTRAINT PROGRAM. 7. HORIZONTAL AND VERTICAL LOCATION OF EX. 12" W.L. IS APPROXIMATE. THE INSTALLATION SHALL MAKE THE ENCROACHMENT AGREEMENT NULL AND VOID. 1 • N W \ 5. ALL RCP PIPE WITHIN NCDOT PUBLIC RIGHT-OF-WAY SHALL BE CLASS III RATED. N CONTRACTOR SHALL LOCATE EXISTING W.L. PRIOR TO W.L. INSTALLATION. 6. ALL DITCHES MUST BE STABLE PRIOR TO ACCEPTANCE ONTO THE STATE SYSTEM. I 0 Z W r i r \ CONTRACTOR SHALL FOLLOW TERMS OF APPROVED N.C.D.O.T. ENCROACHMENT AGREEMENT WHEN WORKING WITHIN R/W LIMITS. 7. THE 20' DRAINAGE EASEMENTS (D.E.) SHALL BE PRIVATE AND MAINTAINED Z ~ LO N � \ BY HOA AND WILL NOT BE MAINTAINED BY N.C.D.O.T. Z ( 00 zoz o cNo -V) O 30' S.S.E, sz�..� Z �mz� 1 �z 6 ° STA 3+07.92 ' MH OF-7 NOTES: O' w Z E' o \ \ 1. ALL RCP SHALL BE CLASS 3 UNLESS a w' P4 �D .- Q- Q /''� OTHERWISE NOTED. 2. DRAINAGE EASEMENTS OUTSIDE OF R/W Z Z 6 / SHALL BE MAINTAINED BY OTHERS 0 O U \ Ps SEE SHEET 2 THAN THE N.C.D.O.T. 3. GI S SHALL BE N.C.D.O.T. STANDARD E- W �Ps STA 1 +94.49 MH OF-6'- s/ DMH 2-1 f TOP=741.Of � I 840.18/810.19/840.27/840.38. I GRATES SHALL BE STANDARD 840.24. � ~' PROS s oo / TEMP. 36" CMP 20' �P LIMITS OF 30' MIN.)SANITARY INV IN=735.17 SEWER EASEMENT INV OUT=734.97 y .S.S.E:. iF i FROM SED BASIN STA 1+24 3 3 EXTENDS TO B SECKER RD. IE � � , .•`� ��'•. BPS �' #1 ( s �� "� i� s/ / IMH OF-8 NORTHERN R/W) ic 0 s _ • ....°, NV •� 1 5 3 %/. ' \ s 9 4. �\ STA16.1 \ A tC°� �� PROFILE..._B , i i 7p4,3j • i'O ' Jco Foo Ps OUTFALL PROFILE 'B')CP^® / ( GI 2-2 0% p �1F• In U : W wTj cn . ; 3 s/ ���GP �` EX:'HYD: ASSEMBLY'' 1 ��� ~ ^ ti - STA 4+24.43 PLANTATION PIPE LINE NOTES ,'%cyoN• ' .. �� �, ..., ,.. 3 ,• ', '• ,o � Foote �s� _.•_ � - -•�� 3- �- _.. "` `" "' 3 `` ., � z��• g ! �' A-1 � STA 1+43.76 1. GAS LINE TOP OF PIPE ELEVATIONS INDICATED HEREON WERE PROVIDED BY COE FORRESTRY AN D SURVEYING 411 11 / < M o -- ..:. -.�_ ._ _ , o DO CETTO E. FROM A FIELD SURVEY AV ) .7- s _... M..--- - --M - - _ _ - E - _ -. WITH PLANTATION PIPE LINE CO REPRESENTATIVE _ 2. SEE ENCROACHMENT AGREEMENT FOR CONSTRUCTION REQUIREMENTS. N ,- M �Ps �SS EA S MENT TO BE t B - I T '' ti - - =- - - -� -n - - 0) 0_ m c9 �s LOPER _ - - �� bPs �✓ GPs/ ... co L=16' O � t / - - -M ` k ., + •� � O t0 �.-O 1��1`�%p t V ✓ I O x c BPS 2 STA OI+00Li c_ ..., -- - ry �Ps PE T - TO MH' �M P = ... _ m s, , 40 TE p ' EX. SOHELF=7T�:1 ' CMP --'"- APPROXIMATE 100-YR; �f __.�- ._ NEW INV=7 - l 1 , o cPs _ _.�... , �.. �. k- �,.�P� `• �� �--` CMP-__ - - =FLOOD PLAIN: � �. �� _ , ao 30 20 10 o ao' so' "=40' zLLJ m Z to z Q W w Q 3s" v ��� S SCALE 1 CD � m Ii H OF -7 = w 79.2 IN I=4 72 Q N 0T=3.5 o 750 7 0 � n o AM o o co w • < a 0 Ll N LAW A -T P IV 5 ' H F 8 E RAE 0 TP 7 .4 TTO TP 7 .8 IV N 0 TP 7 °3 I V N_ - 30. 0 W = IN I 0 - = 2 .3 5' DI INSIDE DR PPTP N - 740 �. IN UT 722.32 �i Q TP= 3.1 o z F�. IN I - C M " IN I D0 =2.5 8"D. .L. > v a--! 1-= Pr NV 8 3. f p N w 1 I a-0 tr w 4 0" F. . w IN 28 AS 2 IN. z LL Q • o� F X. 12 .I. W.L T E R FI D E W Y CO TR C OR 730 I-o _ r , UU W W TT 11 ry V EX SHELF = 717.81 TR N ITI N TO D.. o 1-01 Q 0*0 011 11 .1 L.F. " .I. S WE 2 0 SHEET NO.0� " oQ oa PV D -2 1 3. 2 .F. 8" P SD - 6 13 .5 L. " V (DR 2) �.. N. E R 04. 0% S WE 1. 0 S R .6 % _ oN I N 1 +00 2+00 3+00 4+00 5+00 0+00 1 +00 2+00 3+00 4+00 IPE U (T=0.250") BORED & JACKEDNW� RESTRAINED JOINT CARRIER PIPE c- U .N rr