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Home My WebLink AboutNCC232036_Site Plan or Location Map_20230703 CALL NC ONE CALL /�� ///i e��T L/�//° y W k ,__ / - =___ -is 7� BEFORE YOU DIG l II I ii� ��i-==__ �® c x—Xd d��/'i //'/,7/�7�� o p ^toN A_ STOP _______ —_�, '/ / RD _ LEGEND OF SYMBOLS l /I / 111 ///'/ _ \ z .. / / 51TE 1/ III l{l//i/rVvv / // , / l, / / / 3 / I Illl ll/ II \\\ 4 I / / // / / 7 / I i �'� DISTURBED AREA �1 6�� 66'MIN. l I l/lr\ I ICI Illll ll/Il III 7 I III 1 I I 1 / / / /// / / / /� % 1 �F-�' EXISTING CONTOURS �'936' - FLOW �� / III II�I1 1{1111111 I I I 1 ;'':�.:.:._ 1 / I�/ / / /% / / / I l 1 QV0p0,{G DIAL 811 or PROP.CONTOURS qs0 I I'I I V11 1 /oh \l X -= � / 1 I I I IIII I I �� BUO-fib 4949 I j l l I 1 j l ll l 1 j 1 Ex.WATERSHED I`\ .e i fcc::..),.xL.:. �! •;... \AVOID UBlltt DP1ACt SKIMMER BASIN ON 95%STD.PROCTOR I I IIII CONTROL POND ':.,,o // <Is., <.''y,' :�,;` I A �\ I\I\I\I IV A \ I I/ I 111111DRAINAGE DIRECTION 8"ABC STONE -/' I 1 I II 1///l 1 NORMAL POOL \�::�t9 / ''^"" � <� 1 \ \ f{\\ \ \ \\ \\ \ 1 I I 1CONTRACTOR 15 RESPONSIBLE COMPACTED SUBGRADE / I 1 ) 1 lllllllll ELEV..132.5 \ -�/�7/ 1 \ \ \ \ \\ \ 1>::::'. '.: I \ I l i VICINITY MAP FOR LOCATING UTILITIES PRIOR DRAINAGE PIPE 1 I IIIIIII '.` '",9'' I 1 \ \ \\ \\ \\1 \ I I I II"=2000' TO BEGINNING CONSTRUCTION. I 1 I I 1Nr.� I • \SILT FENCE o o TYPICAL GRA�/EL SECTION 11 j 11 111I11IIII / v I• I' \ \ \ \ \\ \\ 1 I 1 \ \ \ \STONE OUTLET [y:;°:'r) No SCALE / / I I II 1111I I11176'('{?L"?I I \, I \ \ \ I\\I\ 1 \ \ \ \ 11 Il IIIIiIIII �i/ Mid A a .,, \ 1 1 \ V \ \ / / I I I I I Ill 11 11 I i�;0' s'IC?0B$N 1. 1' I \ A , of V\ A \ \ \ \ \ / \ \ s•\ 1 1 \ \ \\[ / /I 1 11 IIIIIII 11l l 4.-; K.''''' " / x.''.;:'..I. I', A V A / / 11 1 II IIIIIIIII ,:p/y :: '; .. .r' '. \ a� I\\ \ \ \\ \ / / 11 II IIIIAv\ ��+.-� � • a �� I A VA V \ \, X I '� foil e' � 1 I \ -al 1 \ I 1 IIII �, _� .f;.:.r.r'� �� 1 I I I AI \\ \V A I 1 IIII \iii / • I IA ` l II111j/i' / ° - I I I \ \ l /' /ii'// Ex.GRAVeX �o,i l I I I It / 1 1 I I' 1j1/11 iiii/ a TRAILS STORAGE \ I I ///{// ////,-7 ,a' a 1 I I I // // j / ////// %//�'i a/ / / / I A II 1 I I / / I //// //// / / �V I I A SITE NOTES: / / I //// //// 7 I �4'� V A\ I� I I. TOTAL AREA=30.49t ACRES /� // / I //��/ �fj// / 0�// / \ I I I 2. DEED REFERENCE:DB 8296,PG.2248;DB 8610,PG.2451 / / / I� // ' \ 1 I I I `\-- 3. PARCELS: 169491,157969 / z / I ////// ////'/��///// / ///% ` I I I 1 1 I I 4. ZONING:LI(LIGHT INDUSTRIAL) / / ill//////l a ' I /�i% a A \\ " III I EXISTING USE:TRUCKING TERMINAL / / / /�//)��/ //'-j \ \ I I I I 5. PROPERTY 15 IN SCENIC,CORRIDOR OVERLAY DISTRICT l /� l ///////�//// / /j/j \ \ I I I I I I \ 6. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE / / ////// ///j \ \ I I I I I \ PERMANENT WET DETENTION POND AS DIRECTED BY THE I//{///%// /''/� A A I I 1 \ GOVERNING OFFICE HAVING JURISDIGITON FOR WATERSHED I / / III II /11r/ / ////� \ I 1 11 I 11 I \_ PROTECTION. I I IIII/Ill/ .-/// \ I I I I I I I I / 1I111��111 I /% //- 1 8.1�R� 'I I I I I NOTE:RECOMBINATION DEED 15 IN PROCESS OF BEING RECORDED. I // 1 E .GRAVEL i \//� -'- Ci NT L4 � I I I I III II TRAILER STORAGE R �; '-' I I I I �I I 1 I I rl IA �.4�� ►-'', v a EDW,II�IQ��T-�IkS IIII I I A I I /I I I r — STOR GE#6 ii PRO' PH' DIB `-ry5IJ`t psi I po it EROSION CONTROL NOTES: II D =0.74 AG r % i �� NGE I �-I I A N I. DISTURBED AREA=4.7±ACRES / I -� '// / / PB ,I I'"�7 5 I 2. SOIL TYPES:A B,MLB2,GcB / 14'X 36' 2'DEEP t 1j / - L I ` P I I I I //i..: / I 1 P/'<R4.LL #671614�{-8'11 I I \ I I 1q/ �� (// \ 1 LUG #41\ I \ I I I I 11 \ CONSTRUCTION SEQUENCE: ) I 1 nl I �D STI RAG. #5 ` /,/II/. a 1 I \ \ I I I \ I 1 \\ I. OBTAIN GRADING PERMIT FROM GUILFORD COUNTY.OBTAIN NGGOI CERTIFICATE / _ •.6 �� I // \ 1 I I I 1 I I `-_-_- OF COVERAGE. �I \ \ 2. SCHEDULE AND COMPLETE PRE-CONSTRUCTION MEETING WTIH GENERAL I I I Q I 12�X 3 �X 2'DEEP /• 1 / - II I \ I \ I \ CONTRACTOR,DESIGN ENGINEER,EROSION CONTROL INSPECTOR,AND GRADING I II I / I 1 I///// \ \ I \ \ / / \ II II 1 \ \\ 1 \ CONTRACTOR. Imo- (_ / .0 /// \ y o \ / 7 I \ I I 1 1 III \ \ \ 3. FOLLOW ATTACHED SELF-INSPECTION GUIDELINES THROUGHOUT CONSTRUCTION. Iill/III \ 4. BEFORE BEGINNING WORK,INSTALL CONSTRUCTION ENTRANCE,SKIMMER BASIN, 0 / I 1. // I \ , \ ' / I \ 1 \ \ \ \ -- SILT FENCE,DIVERSION BERMS,AND SEDIMENT STORAGE AREAS AS SHOWN. / 1 1 I 1 / \ \\ / / \ \ I \ / II I I I �/ ,. /I I II \ A ' , \ / / i I \\\ \I 1 \\ \. /' 5. COMPLETE DEMOLITION AS SHOWN ON THE DEMOLITION PLAN SHEET. Q� I INSTALL TEMPORARY FENCE PRIOR TO REMOVING FENCE AROUND EX. - / I I I� ) / 1 , 1 I ` \ ,� I// al \ \ \\ \ \ _ - PARKING AREA. { - / / I I \ \ \ \ - 6. COMPLETE GRADING. _ ---- J I II I lY // I \I \N \ 1 \ \ I \ \ \ i' - SKIMMER BASIN SHALL BE REMOVED WHEN RUNOFF IS BEING DIRECTED TO -�C�P PROPERTIES, LLG 1\ III I •I �/ / / \ II / \ I I \ \\ N �� SEDIMENT STORAGE AREAS.APPROVAL FROM GUILFORD COUNTY IS --_---- I ED ATORA E#4 / I.` a / 1 \ \ \ \ \ N--, REQUIRED BEFORE REMOVAL. --- — — — — — — DB 8085, PO 753 / I DA L 0.55 AC I \ 1 \ \ \ \ \ 7. AFTER GRADING IS COMPLETED: -_ I12' 33' 2'DEEP j- I l "\ .\\V �ILT FEND I \ \ - IMMEDIATELY LAY STONE FOR PARKING AREA _ PB 10�, PO 82 p _ram _ _ __ _-' I I / / iii F ) \_ (TYP.) \\ I \ INSTALL LANDSCAPING PA #6Q4 III / / ' ,� I \ \ \ \ \ - SEED AND STABILIZE ANY OTHER DISTURBED AREAS PER ATTACHED GROUND Y7� - z _-- \\ ___ / J / / 1I / / /7 \ / \\ ITO 14MAINI I \ \ \ \ STABILIZATION TIMELINE - - -- _-` \ 8. REMOVE SILT FENCE AND SEDIMENT STORAGE ALONG PHASE LINE ONCE STONE -��- --'sue ss�— / / / I I / \ `\ / \�\\ I 1 I \ \_ __ - ___ -___ / / II / V! "( , 11 \ \ \ \ HAS BEEN LAID d UPON APPROVAL FROM GUILFORD COUNTY.FILL IN REMAINING TRgI _- �-* - _=___ - � -- —_ _ / II n �.' l PROPOSED. ' I I \ \ \\ \ STONE. • !.2-_--- y5 I / 1 �u \ \ GRAVEL /\ \ \ \ `\ 9. SCHEDULE CLOSEOUT INSPECTION ONCE ALL STONE IS INSTALLED,LANDSCAPING 15 __...... �R STCRyq — -LZ _- - ss --_- '/ / / 1 / / 1 "\ . I I \ \ INSTALLED,AND ALL OTHER AREAS ARE STABILIZED. f��, -_---_ - . \\ z� -__—�_ �'f�� `�'------/ I / / I _= ■ \ I --'7`\-1. I \ \ N 10. AFTER CLOSEOUT APPROVAL FROM GUILFORD COUNTY,CLOSE NGGOI \ =� __ 1 I / \ N `�\ __ CERTIFICATE OF COVERAGE. ----_--- �\ ��$�� - _-_ /f�• / 1 •1. a� \\ J. STOVE OUTLET\ \\/ / \\,� !�_ __ UlfLT7Y �%I44FN =a — — _ \\ - �/ / I 1 1 l l ( \ - _-_ _ _ N = \ ,, / / 1 .1 I \ PROP.PH.2\ �.•sue" _ \ - / � � � �-P J— ____ �EQT \ / / 1 1 / I \ FENCE�� I \J�Xi`TINE GRAVEL SED STOR GE#3 ; \\ \ ' //, t 1� -/. _ _ / I \ SILT FENCE � `a.-� _ _\ — / �! 12'X 35' 2'DEEP 1 III - l I �,,,(((�/��,_� \ EXISTING PVM`f� y � �L�� // / 1 Irfrl7/ / / \ ` (Np�) / /SHOP TPUGK - —�I `\ \\ �� \ — — _ _ /� / / Ij / \\ ` ----- / /X�A,, AGILITYI \ .� — �"`/ / ,,, �{\ / / \ \ \� / 13X B.GL' a�� I Irili I \ I \ �// i r STORAGE#2 ' - \ ( - -/ I C` \ \\/ / ----_ 8 SQ. . \ \ _\P/ 3 /- %DA=0.50 AG 1� i l l % n/' / \�.s\ \ / / -/- �T. =-� -\ \ \\ ^ m 12'X31'X2'DEEP 9 (" / I / / p�\ �- �\ _� ' — J�� \ \ \ � �� ' / i I • / I / }-�' i \�, _ / y/ //---_ THE PURPOSE OF THIS PLAN IS TO REVISE _ 1 \ �' 1 / t' I I / a /" , �! 1 { '' PHASE #2 OF THE PROPOSED IMPROVEMENTS J Ilf \ O/ /° 4,- ' / /� ,.� — /// TO THE EPES TRANSPORT SITE. ____J �F EXISTIING GRAVEL � \� - 1 ■ -� /. . '. I I .I / Y \ j':e I /% i' --- ( I \ / / / ' I ' PROPOSED \\ / ',v J /1 / PHASE I: #20-04-6GGP-024G8,APPROVED ass �- A\ / /' =i�� ' �VEL / 1\ ��G�=O ��/ / i /- _ f / ON FEBRUARY I,2021. " l a 1 4� / - PHASE 2: #2O-01-6GGP-05104,APPROVED I / y EXIST I l) \\ / / % A so�n�#I �1:{ j�l % a �� / ' /'�/ ON OCTOBER 8,2020. / 12 X 34'X 2'DEEP 'OA 11 I" / /v ,:;4,1 /l / �%'/ -/ �f PRELIMINARY - NOT FOR _ _'�'� _ 1 J�j�-----' 3 EXISTIN6GRAVEL /nil \ / I Y /' I I \ / u4, / SILT F�NC N ' 9 \ / /'/' lq 1• \ , .� %j/ / �WT CONSTRUCTION _ __ � I I I \\ /�/ 3 / � / l��f :o`N �°�:ti.; 6RADIN6 / EROSION - ----__ --- max., -- - l_ _ / a B- —x_xz_ x�—max / / /' / �� .` / % SEAL PHASE 2 -_ �� x� -l / • / -PROP.PH.2 -' 10727 ------ cl _� —x=x= =—W� / �� - '=yo o= ADDITION TO TRAILER STORAGE LOT v \ �Y MI xx� / 1L.. ENGE , FENCE- W I _ d3g - LI T5 (I�IJ- ---__ x—x—X (TYPJ b ,I!, '.?� yam' EPES TRANSPORT SYSTEM LLG 25 X 100' / /✓ EONST. ice' H�'/D R,�I�i_ �i P r--------------- - - �- D �� / /` / TRf�11G'@ A DEEP RIVERCOUNTY 3400 EDGEFIELD COURT _ TOWNSHIP, GUILFORD _ yyn//,/�/ f/ NORTH GAROLINA ~ ll =>7 T/�J\I ND / / EX."ALLERTON'WATERSHED �----' v� �' /� / SydF1E OUTLET / - / DATE:AUG.51,2021 SCALE:1"=60' o so eo 121SHEET:4 OF 8 1 v CONTROL PONDP . \� Ii 1 I 4 / / _ �ti ,�it,�yl mil/ / / ,,,\S�Q NovEI IBER 15,2022 HUGH CREED ASSOCIATES, INC., P.A. • r J - \��\ V �.'-F I/'�(/J� ;� / Received CONSULTING ENGINEERS & LAND SURVEYORS U OWNER DEVELOPER: i I \\ PH. FENCE < 01/11/2023 EPES TRANSPORT o \1)` \ Q / 'V \ SYSTEM,LLG P.O. BOX 9623 PHONE: (336) 275-9826 -'3) \ (TO REMAIN) /��PROP.PH. / �/ Kirkland,Inc. 3400 EDGEFIELD GT. / 084 FENCE // / Contra\Ct Drawings GREENSBORO,NG 27408 GROG S. RO,WEN N.C. AVE.40 OR CEN 275-0551 a`(.1(1 n REP:MR.DAVID LEIK GREENSBORO, N. . 27408 FIRM LICENSE #C-0551 .IL REV DLW 2022-11-15: RECOMBINED NORTHERN LOT,KEEP PARKING BY FOND TELE:(336)931-9804 E-MAIL: HCA®HUGHCREEDASSOCIATES.COM