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HomeMy WebLinkAboutNCC230229_Site Plan or Location Map_20230131GENERAL TRAFFIC CONTROL NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATIONS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, CURRENT EDITION), AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD (NCSMUTCD, CURRENT EDITION). 2. THE ROADWAY SHALL NOT BE RE -OPENED TO TRAFFIC UNTIL PERMANENT TRAFFIC CONTROLS ARE IN PLACE, OR UNTIL TEMPORARY TRAFFIC CONTROLS, APPROVED BY THE ENGINEER, ARE INSTALLED. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION. PERMANENT TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE REPLACED IMMEDIATELY. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED. AND IMPROPERLY PLACED TRAFFIC CONTROL DEVICES. 4. THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC FOR THE DURATION OF THE PROJECT. 5. CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN PLACE AND APPROVED BY THE ENGINEER AND THE INSPECTOR. 6. ACCESS TO ALL ADJOINING PROPERTIES TO BE MAINTAINED AT ALL TIMES. 7. MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS, SIGNS, BARRICADES, MESSAGE BOARDS, DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTORS RESPONSIBILITY. 8. WORK SHALL ONLY BE CONDUCTED DURING NON -PEAK HOURS. DURING CONTRACTOR'S NON -WORKING HOURS ALL LANES SHALL BE OPEN TO TRAFFIC. DURING CONTRACTOR'S NON -WORKING HOURS THE DROP-OFF WITHIN THE WORK ZONE SHALL BE BACKFILLED OR SECURELY PLATTED TO ACCOMPLISH THIS. CONTRACTOR SHALL CONTACT NCDOT PRIOR TO CONSTRUCTION FOR EXTENTS OF GRINDING OF EX. STRIPPING AND PLACEMENT OF TEMPORARY YELLOW LANE LINES. ONCE TEMPORARY YELLOW LANE LINES ARE IN, TEMPORARY LANE CLOSURE, CONCRETE MEDIAN AND ADDITIONAL PAVEMENT WORK MAY BEGIN. CONTRACTOR TO ONLY GRIND THE AMOUNT OF STRIPPING AND PLACE TEMPORARY YELLOW LANE LINES THAT CAN BE COMPLETELY FINISHED DURING WORKING HOURS. WORK SHALL BEGIN AND END WHERE STRIPPING IS TO BE GRINDED AND REPLACED. WORK COMPLETED IN ONE PHASE SHALL BE COMPLETED WITH 1-WAY TRAFFIC WITH WORK ZONE AS DEPICTED ON THIS PLAN. THIS SECTION SHALL BE AS PER NCDOT STD 1101.02 SHEET 1 OF 15. 9. ADVANCED WARNING SIGNS SHALL BE PLACED IN A VISIBLE LOCATION NOT IN CONFLICT WITH ANY EXISTING SIGN, DRIVE OR INTERSECTION. 10. EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 11. ALL CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. 12. CONTRACTOR SHALL COORDINATE WITH NCDOT INSPECTOR FOR ALL TRAFFIC CONTROL. FIELD MODIFICATIONS MAY BE REQUIRED. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I n I I I b v I I I I I I � I I I I b N I V I u� � I z I I I n I I I � I I I I I � I I I I 0.0 I I i I I J I I I I I I I � I I E 0 0 o I J I I I v I i I � I I J I I O I I I Q I I n I I I I � I " I I I I J I Y I I 0 I u 0 J EX. TREE LINE (TYP.) N/F KENNEDY, DONALD M. PIN # 347600469245 DEED INFO: 08E 335 2009 2022 NO 241 HWY I I I I I I I - I _ I I N/F KENNEDY MILDRED CARTER PIN # 347600597464 DEED YEAR: DEED BOOK: 491 DEED PAGE: 447 W PLEASANT HILL RD 1000 Ile Ile Ile Ile �0 NORTHING: 468396.5491 / EASTING: 2375451 .6859 D 000, EX. TREE LINE (TYP.) / / F � 0 6 o \ \ 3 / O M / /�Y\O / 2 .., / / /_F' ,CMG / • •�" 2 � / / O�PO \ 4 �P 10 / 8 ���\� // // �Q c�) 9 / // \ 3 / R30' / / \ �� QCi �p 2 /�p� \ / / 8 / �o / EX. DISTRIBUTION POLE (TYP.) \ s •' / / / ZY • � `ram• / OU i / �lQ / / / / \ / o EX. TREE LINE (TYP.)•:'.;`; :_..' :; :;::.':, OL / P / O / / g / /% / / / / R30' / / / / / EX. 1 8" RCP / / / �// / / OUT— 133.57 / / / / / KENNEDY DONALD M & GLENDA H / / / PIN # 347600587090 DEED YEAR: 2005 DEED BOOK: 1446 / / / DEED PAGE: 217 / / HOWARD FAMILY RD �1 8" RCP IN— 134.0T # Revision Date Tri-County Electric ' _°Ikea 0 15 30 60 Z * SEAL Membership Corporation - 0119 Q = �. A Touchstone EnMy= Coo peraLive i'421 � 1 INCH = 30 FEET ' y. / THE INFORMATION ON THIS DRAWING IS PROPRIETARY AND IS NOTTO BE '',,'l' S'.`����,` / USED, REPRODUCED, OR COPIED WITHOUT THE WRITTEN CONSENT OF 1'l�)Z�,"fZ2� ELECTRICAL CONSULTING ENGINEERS, INC. !/ ✓✓ PROJECT INFORMATION PROJECT NAME: PINK HILL SUBSTATION OWNER: TRI-COUNTY ELECTRIC MEMBERSHIP CORPORATION PLANS PREPARED BY: ECE (ELECTRICAL CONSULTING ENGINEERS) ECE PHONE: (704) 372-6673 JURISDICTION: DUPLIN COUNTY / LENOIR COUNTY PIN(S)#: PARCEL ID#: ------ CURRENT ZONING: NONE PROPOSED ZONING: NONE PROPOSED USE: ELECTRIC SUBSTATION TOTAL ACREAGE: t3.252 ACRES FLOODPLAIN: 0.2%ANNUAL CHANCE FLOOD HAZARD (ZONE X) FEMA FIRM PANEL: 3720346600K NC RIVER BASIN: CAPE FEAR RIVER BASIN NCDEQ POST -CONSTRUCTION STORMWATER PERMITTING PERMITTING: NONE TYPE: NONE, UNINCORPORATED AREA, COUNTY BASIS: NO PROGRAM IDENTIFIED NOTES: VERIFY WITH LOCAL AUTHORITY LAYOUT LEGEND: SYM DESCRIPTION GRAPHIC TCEMC - PINK HILL SUBSTATION PROPERTY LINE — — ADJACENT PROPERTY LINE — — EXISTING CENTERLINE OF ROAD — EXISTING EDGE OF PAVEMENT EXISTING OVERHEAD DISTRIBUTION LINE 00 EXISTING OVERHEAD DISTRIBUTION EASEMENT EXISTING DISTRIBUTION POLE EXISTING EDGE OF TREES (TREE LINE) EXISTING MAJOR AND MINOR CONTOURS — — —201- -210- EXISTING STORM PIPE (RCP) — — PROPOSED GRAVEL AREA (SEE DETAIL 2 SHEET C6.00) PROPOSED 30' GRAVEL DRIVEWAY 2 (SEE DETAIL 1 SHEET C6.00) PROPOSED 30' GRAVEL DRIVEWAY CENTERLINE — 30' VEHICULAR GATE :PROPOSED 4] (SEE DETAIL 3 SHEET C6.00) 5] PROPOSED CHAIN LINK FENCE (SEE DETAIL 3 SHEET C6.00) x x PREFABRICATED UTILITY CONTROL FACILITY FUTURE SUBSTATION EXPANSION AREA SIGHT TRIANGLES (NCDOT 10'X70') ASPHALT DRIVEWAY APRON PER NCDOT 10 TALL FESCUE/ BERMUDA MIX (SEE BELOW) LAYOUT NOTES: 1. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND NCDOT SUPPLEMENT. 2. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS, REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL WATER TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (1-800-632-4949) PRIOR TO DIGGING. 3. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL BE FIELD VERIFIED AND MATCHED. 4. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY REVISE THE DESIGN WITH OWNER / ENGINEER PRIOR TO PROCEEDING. 5. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING UNLESS NOTED OTHERWISE. 6. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE. 7. ALL WORK WITHIN THE RIGHT OF WAY OF ALL ROADS AND HIGHWAYS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. CONTRACTOR SHALL SECURE ALL NECESSARY DRIVEWAY AND ENCROACHMENT PERMITS PRIOR TO CONSTRUCTION. PROVIDE TRAFFIC CONTROL IF NECESSARY DURING CONSTRUCTION WITHIN THE RIGHT OF WAY. *ALL DISTURBED AREAS OUTSIDE LIMITS OF GRAVEL TO BE SEEDED WITH TALL FESCUE/ BERMUDA MIX* 1. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT / PROJECT ENGINEER OF ANY SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO PLANT GROWTH. 2. CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND SEEDING OF ALL NEW LAWN AND DISTURBED EXISTING LAWN AREAS. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND ROTOTILLED INTO SOIL PER SPECIFICATIONS.