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HomeMy WebLinkAboutNCC224220_Site Plan or Location Map_20230104N w D_ D U w ry Ld D O D' D D_ W J N N O N / 0 / n U Ld D' Ld n O D- D D- w I N N O N O N O N N E 6 0 2251 �I'lll 101661MIll I 1IZA7.51A)N ((�)1��I�IZA)I WNL:\vM01 �)IY I ON 1: 1 AM I I f NX(f E081M 10- 110 'T M.12 11041ZAmllWlVYMllNZkVvJlm-&l,j�v Ivol 13�Kno 13(o)UI". III( 0 DoBo 18U PAGEO 0349 PARCELN002429 PINO2504509359 RAN-D-Att T. ANTHONY i WB 8E, PG 686 � THOMAS MC W�I 9 � , ° � DB 10 PG 6 7 (RR SPI II4 CL �� FLUSH) V ` s l \ AO 0 / _- 6 18" RCP CULVERT 4 A - � v ( NAIL INV. = 721.5 I FLUS r 2p, G OSE yy 712; � 5, W 8 P 686 i PB 28 F PG 9418 ( R SPI —�� I CL Z Q / RCP CULVERT � STOCKPILE AREA F USHQ ) \ @ 1.0 % 76 �� TEMPORARY •O' ) TEMP SLOPE DRAINS _— -------- CONSTRUCTION ENTRANCE EXISTING PROPOSED i / F WATER METER 20' GRAVEL ROAD`-2,,_ y ' i � INV. = 713.5 r r c� INV. = 713.1 \ ; DOUBLE DOUBL WIDE WIDE U6LE i r IPF � n CLASS 1 RIP -RAP 0. G y IPF@1312. �� PIPE -FL 'SH) BAFFLES OF LINE jr � OUTLET WEIR (NOT D) � SILT FENCE - - i DISTURBED AREA SKIMMER BASIN #I' r = 2.60 AC j �� �� \ LENGTH: 70 LF; WIDTH: 35 F; DEPTH: 2 FT.. 8 ; TEMPORARY DIVERSION WEIR: 8' WIDE; SKIMMER SI E: 2; ORIFICE SIZE: 1.25" OTA oA BERM SEE DETAIL LEGEND UTILITY STRUCTURE EXISTING PROPOSED OVERHEAD ELECTRICAL xOH€ OHE UNDERGROUND ELECTRICAL XUG€ UGE NATURAL GAS xG G OVERHEAD TELEPHONE xOHT OH T FIBER OPTIC xF0 FO SANITARY SEWER xs SS WATER xw W FORCEMAIN xFM FM CULVERT FIRE HYDRANT GATE VALVE GV D� GV N SEWER MANHOLE ® O POWER POLE PROPERTY LINE MAJOR CONTOURS MINOR CONTOURS 750 CULVERT DRAINAGE AREA CHANNEL DRAINAGE AREA O O O O O O O O TSP DRAINAGE AREA TEMPORARY SILT FENCE SF SF TEMPORARY DITCH/BERM TDB N TS tiURSp Cy 0 w 0 SITE JOB NUMBER: 20122 N N Ld N N ap 0) 't 00 00 O O mlwlw H H Z LEI LEI O F- woo U LEI W W ww GENERAL NOTES: 0—Ictol,1010 1. A MANDATORY PRE —CONSTRUCTION I HEREBY CERTIFY THAT THIS MEETING SHALL OCCUR BEFORE ANY PLAN AND SPECIFICATION CONSTRUCTION BEGINS. A REPRESENTATIVE WAS PREPARED BY ME OR FROM THE CONTRACTOR'S OFFICE, ODOM UNDER MY DIRECT ENGINEERING, AND NCDEQ MOORESVILLE SUPERVISION AND THAT I AM A DULY REGISTERED REGIONAL OFFICE (704-663-1699). ARCHITECT OR ENGINEER UNDER THE LAWS OF THE 2. CONTRACTOR TO CALL NCDEQ STATE OF NORTH CAROLINA AS SIGNIFIED BY MY HAND MOORESVILLE REGIONAL OFFICE AND SEAL. (704-663-1699) AT LEAST 48 HOURS TO LAND DISTURBING ACTIVITY IS R�NPRIOR GAR'%,� �,o``�O�� TO BEGIN. 3. CONTRACTOR IS TO DO SELF —INSPECTIONS - SE = 2s PER '15A NCAC 04B .0131 SELF INSPECTIONS'. SEE DETAIL SHEET.GIN 4. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION�"�2020 CONTROL PRODUCT IF COMPLETED OUTSIDE THE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT ESTABLISHMENT OF VEGETATIVE COVER. c� Z 5. CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY 0 z DISCREPANCIES IN THE FIELD NOT SHOWN ON PLANS. 6. ANY ACTIONS OR COST INCREASE ABOVE O W AND BEYOND CONTRACT WITH `` Q OWNER/DEVELOPER SHALL BE APPROVED z > BY ENGINEER. ANY ADDITIONAL WORK OR QLj N COST INCREASE COMPLETED BY a_ W CONTRACTOR WITHOUT SAID WRITTEN J APPROVAL FROM ENGINEER, SHALL W BECOME CONTRACTORS FINANCIAL z O RESPONSIBILITY AND NOT THE 00 OWNER/DEVELOPER. z C.- NOTES: 1. PROJECT ADDRESS: 2251 RIVERSIDE RD., SHELBY, NC 28152 LAND AREA = 18.706 AC 2. PROPERTY OWNER: REALTY INVESTORS GROUP, INC 14141 HOLLY GLADE CIRCLE, HUNTERSVILLE, NC 28078 PARCEL ID: 2429 PIN: 2504-50-9359 MAP: 1179 BILK: 1 LOT: 22 DEED BOOK: 1811 PAGE:0349 3. ENGINEER: ODOM ENGINEERING, PLLC NC FIRM #P-0880 LARISSA COLES, PE 169 OAK ST., FOREST CITY, NC 28043 TEL NO. (828) 247-4495 FAX NO. (828) 247-4498 IarissaOodomengineering.com SHEET INDEX TITLE COVER NOTES SITE PLAN EROSION CONTROL PLAN DRAINAGE AREA 0 O LL. O Of Ld N NJ Ld U) bL M 0 U� r11 Z r • c �w o ° c U L a r lz�^� 'I W F. 1 SCALE: N.T.S. 2 DATE: 07/27/2020 3 DRAWN BY: ESB 4 CHECKED BY: LMC 5 PROJECT MGR: LMC 6 SHEET: 1 OF 6