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HomeMy WebLinkAboutNCC233507_Site Plan or Location Map_20231219 p._„0„i. GENERAL NOTES: LEGEND r.t.o oG�1 1.ALL MATERIALS,CONSTRUCTION,AND PLANS ARE TO COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF 10.TRAFFIC CONTROL STANDARDS ARE TO COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF q j��p�01��1�"��i TRANSPORTATION STANDARD SPECIFICATIONS,POLICIES,PROCEDURES,SPECIAL PROVISIONS,DETAILS,AND ANY TRANSPORTATION STANDARD SPECIFICATIONS,PROVISIONS,AND DETAILS. j O AO j f��,;, OTHER APPLICABLE NCDOT MANUALS. EXISTING LIGHT POLE Q .. 11.INFORMATION USED TO DESIGN THE LOCATION OF THE PROPOSED GAS PIPELINE IS BASED ON AERIAL IMAGERY, ""`��'�,�;�Q��t• I 2.THE PURPOSE OF THIS DRAWING IS TO NOTIFY NCDOT OF THE PROPOSED ENCROACHMENT/TRAFFIC CONTROL GIS DATA,AND SURVEY.ACCURACY WAS NOT VERIFIED. EXISTING POWER POLE WITH LIGHT `- PLAN TO INSTALL A NEW 8"PLASTIC NATURAL GAS MAIN FROM THE EXISTING 6"PLASTIC GAS MAIN ON THE SOUTH �� Q•�\� S I� J SIDE OF NC-73,EAST ALONG NC-73 AND UNDER McAULEY RD(SR-2425),AND THEN SOUTH INTO PARCEL 01109212 12.CONTRACTOR/FLAGMEN SHALL ENSURE NO DRIVEWAY IS BLOCKED AND THAT THE TRAFFIC CAN TURN ON TO THE P/ T EXISTING POWER POLE/GUY WIRE �2. / �� WHERE IT WILL TIE INTO A FUTURE REGULATION STATION(NOT INCLUDED IN THIS PROJECT. THE PROJECT AREA IS ROAD SAFELY. SIGHT DISTANCE FOR ALL DRIVERS SHALL BE MAINTAINED AND MET ACCORDING TO NCDOT ice- y G .\\ � IIIIIIII EXISTING STORMWATER STRUCTURE \2�c?\..� • PART OF NCDOT ROADWAY WIDENING PROJECT R-5760A.THEREFORE,THE GAS LINE WILL BE INSTALLED INSIDE STANDARD DETAILS AND SPECIFICATIONS. F 2i�� PERMANENT PNG EASEMENT INITIALLY,WHICH WILL BECOME NCDOT R/W WITH THE ROADWAY WIDENING PROJECT. El EXISTING WATER METER `•\. 1 A�� PROJECT ' 13.A TRUCK MOUNTED ATTENUATOR(TMA)WITH FLASHING ARROW BOARD AND A CHANGEABLE MESSAGE SIGN d EXISTING MAILBOX Q LAY DOWN / 3.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING (CMS)SHALL BE INSTALLED PER NCDOT DETAIL 1101.02 WHEN REQUIRED AND/OR OTHER NCDOT APPROVED DETAILS © EXISTING SS MANHOLE BEGIN PROJECT /� N -- AREA / UTILITIES ARE LOCATED AND VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO BEGINNING CONSTRUCTION. SHALL BE USED TO INSTALL AND OPERATE TRAFFIC CONTROL DEVICES. TIE TO EXISTING it C'>3 �/ , tii DEPTHS SHOWN HAVE NOT BEEN VERIFIED.CONTRACTOR SHALL BE AWARE OF OVERHEAD UTILITY LINES AND FH EXISTING FIRE HYDRANT 6"GAS MAIN �.' -�- W." COORDINATE WITH RESPECTIVE UTILITY POLE OWNERS TO DETERMINE NEED AND EXTENT OF BRACING. 14.CONTRACTOR MAY ADJUST HDD ENTRY/EXIT LOCATIONS WITHIN DESIGNATED ENTRY/EXIT PIT TO AVOID ® OPEN-CUT AREA �!� -ice PROPOSED AND EXISTING UTILITIES ONCE THE UTILITIES ARE COORDINATED WITH OTHER UTILITY PARTIES AND / \ -",...„....4 - 4.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG MEN,ETC.AS NECESSARY TO ENSURE VERIFIED.THE PIPE RUNNINGLINE SHALL BE A MINIMUM OF 4.0'DEEP AND MAINTAIN A 2'MINIMUM CLEARANCE FROM I MACHINE AREA PROP.8" ....7,-...„17 '�� �4■� THE SAFETY OF THE PUBLIC. EXISTING UTILITIES UNLESS TOLD OTHERWISE BY PIEDMONT NATURAL GAS. IF 2'SEPARATION CANNOT BE R/W EXISTING RIGHT-OF-WAY NATURAL • �� •���■�_ PROVIDED,PLASTIC PIPELINE SHALL BE ENCASED IN 12'STEEL ENCASEMENT PIPE WITH A MIN LENGTH OF 10' R/W PROPOSED RIGHT-OF-WAY GAS MAIN /�_ L 5.ALL PAVEMENT CUTS&REPAIRS,ASPHALT OR CONCRETE,ARE TO BE PLACED ACCORDING TO STANDARDS OF CENTERED ON CONFLICT LOCATION.DEPTHS OF ALL UTILITIES AND STRUCTURES SHALL BE VERIFIED. �� �� PROPERTY LINE _ l/` CHARLOTTE DOT&THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. GAS PROPOSED GAS PIPELINE < \ 15.CONTRACTOR SHALL COORDINATE WITH PIEDMONT NATURAL GAS AND PROPERTY OWNER IF TEMPORARY WORK -TCE -TCE -TCE - TEMPORARY CONSTRUCTION EASEMENT p0 �� 6.CONTACT NC811 @ 811 OR 800.632.4949,A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SPACE/PERMISSION IS NEEDED.ANY DISTURBED AREA SHALL BE RETURNED TO EXISTING CONDITIONS OR BETTER M CKL CO. .Ill A END PROJECT GAS GAS EXISTING GAS PIPELINE AFTER CONSTRUCTION IS COMPLETE. 7.TYPE III BARRICADE AND/OR ANCHORED STEEL PLATING(OR OTHER NCDOT APPROVED DEVICES)SHALL BE USED OE OE OE EXISTING OVERHEAD ELECTRIC OVER ENTIRE OPEN-CUT/TRENCHED AREAS IF WORK ZONE IS LEFT UNATTENDED OVERNIGHT. 16.THE CONTRACTOR SHALL ENSURE NECESSARY EROSION CONTROL MEASURES ARE IMPLEMENTED TO MINIMIZE W y W EXISTING WATERLINE EROSION AND SEDIMENTATION LEAVING THE SITE OR ENTERING ANY WATERWAYS(STREAMS,DITCHES,LAKES,ETC.).----SS----SS----SS- EXISTING SANITARY SEWER(SS) VICINITY MAP 8. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS,PART 1926,SUBPART P,OR AS AMENDED. EROSION CONTROL MEASURES SHOWN IN PLANS REPRESENT THE MINIMUM REQUIREMENTS AND SHALL BE ----UT--_ ----UT- EXISTING UNDERGROUND TELEPHONE (NOT TO SCALE) CONTCONDITIONS DO NOT WARRANT HYDRAULIC SHORING, ONTRACTOR SHALL COORDINATE WITH NR SHALL USE HYDRAULIC SHORING WITH STEEL END PANELS AS INSTRUCTED BY DOT. IF CDOT INSPECTOR. EROSION AND SEDIMENT MAY TE ADJUSTED IN THE FIELD BY BEREQUIRED.OR BASED ON SITE CONDITIONS.ADDITIONAL MEASURES TO CONTROL s0-so FO so-so F00- EXISTING EXISTING STORM ER OPTIC CONTRACTOR SHALL AVOID ENCROACHING THE THEORETICAL 1:1 TRAFFIC LOADING SLOPE FROM THE EOP. - EXISTING ROADWAY CENTERLINE 17.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND SF SF SILT FENCE 9.NO EXCAVATION WITHIN THE CLEAR RECOVERY ZONE SHALL BE LEFT OPEN OVERNIGHT. STRUCTURES TO MINIMIZE SEDIMENTATION. ■ ■ DENUDED LIMITS - - - - PERMANENT UTILITY EASEMENT 18.RESIDENTS IMPACTED BY CONSTRUCTION SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. Y;` EET C1.1 0 �� �� •-: r O` `.. 4+" v - J J ‘ I \ �{ = �� ` F ' r o . ° , PL / iLi �I *1 4� DA VIDSON-CONCORD ROADc)-- 10 1 I �` NC HWY 73 I l '` ., 0g. `'� BEGIN PROJECT r ` ' _-_ FC "" �: rr - t • Kw`� 1T111 TIE TO EXISTING 6" ,- 1 :• +�o �.,.00 1s+oS p'' So - ,..o P_ S 23+00 K4.i. 4 �T' 26+00 27+oo = ., oo so•o�1 "` PLASTIC GAS MAJN t,, DCO - - _ -' u, SHEET C1�3'4 _ o _� - 1 - r HDD #1 m -' SHEET C1.4 SHEET C1.5 `-''0 SHEET C1.6 SHEET C1.7 SHEET C1.8 / ,� 7�� SHEET C1. ,r /' J - cl � D 0 ;� � , t. a EE c1.10 f ��// d O A< ft PROPOSED 8"PLASTIC MDPE(SDR 11.5) �d /A, / • ,� '� NATURAL GAS PIPELINE TO BE /p r ~ �� `' �� `' INSTALLED BY OPEN TRENCH AND 'J• A �/O6 HORIZONTAL DIRECTIONAL DRILL / ^���BEET C1:11 A� ��t4a. �. END PROJECT `\�\`\H CAR���'.,•. N N. i CAP OFF FOR FOR FUT1J . • �/ • ��j *;• " STUB OUT TO REGULATOI •.• •• / 0• r /1 EROSION CONTROL NOTES: A ` C1.12 STATION(UNDER `;�' E 1. FOR DIRECT BURY PIPE,STABILIZE DISTURBED AREA SEPARATE PROJECT) r y : r S IMMEDIATELY AFTER PIPE INSTALLATION IS C s MPLETE. w 043852 ' 2. ADDITIONAL WATTLES MAY BE REQUIRED BAS.D ON ' O�^al r13 •SITE CONDITIONS. ' C GME • 100' 50' 0 100' 200' C Q� ,��1M�I7THEIS?���` 11' �� /\ / �1�ill 1111\ DRAWING NO.", 4 LINE 369 AND 370 CONNECTION PROJECT DATE: 09/29/2023 1 SCALE 4?Afr MCKIM �CREED MCE CHARLOTTE, MECKLENBURG COUNTY DRAWNOJ # 03139-0438P HORIZONTAL: •O Piedmon t DESIGNED PMN 1"=100' 8020 Tower Point DrivetO1 NORTH CAROLINA CHECKED PMN VERTICAL: Charlotte,North Carolina 28227 I\J atu ra I Gas PROPOSED 8" PML MAIN DISTRIBUTION PROJ.MGR. PMN N/A Phone:(704)841-2588,Fax:(704)841-2567 / '` J ' REVISION J NC License#F-1222 EXTENSION ALONG NC-73 FOR PIEDMONT / \ STATUS: PRELIMINARY DESIGN www.mckimcreed.com NATURAL GAS - NCDOT ENCROACH. PLAN NOT FOR CONSTRUCTION J