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HomeMy WebLinkAboutNCC242308_Site Plan or Location Map_20240730 - EROSION CONTROL NOTES el CONSTRUCTION SEQUENCE - PHASE 1 SEEDBED PREPARATION NOTES SEEDING SPECIFICATIONS TREE / BUFFER PROTECTION - HUNTERSVILLE ) aos 1. ALL"CLDS."STANDARD NUMBERS REFER TO THE TOWN OF HUNTERSVILLE ENGINEERING 3:1 SLOPES OR FLATTER: 1. INSTALL TREE/VEGETATION PROTECTION MEASURES ALONG BUFFER AREA(S)AND ANY Zaa it STANDARDS AND PROCEDURES MANUAL. 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN OF HUNTERSVILLE. 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. TREE SAVE AREAS DELINEATED ON THE PLAN. 3P� \ 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE 2. SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3"DEEP. 1. APPLY AGRICULTURAL LIME AT THE RATE OF 100 LBS/1000 SF. 1.1.THE BUFFER LINE(MEASURED FROM THE CREEK BANK OR PROPERTY LINE,OR ZONING ADMINISTRATOR. INSPECTOR OF THE TOWN OF HUNTERSVILLE ENGINEERING DEPARTMENT TO DISCUSS TOTAL SEEDBED PREPARED DEPTH SHALL BE 4"TO 6"DEEP. o EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OR 20 LBS/1000 S.F. WHATEVER IS APPLICABLE)SHALL STAKED. apoPg'''''''''''' 1.2.PROTECTION MEASURES SHALL BE INSTALLED AS DICTATED BY THE DRIP-LINE OF F�a 3. ANY OS BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF THE TOWN ORDINANCE AND IS 3. LOOSE TOTE ROOTS AND OTHER OBSTRUCTIONSISTA SHALL BE REMOVED INT FROM THE SURFACE SPM 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: VEGETATION THAT IS WITHIN THE BUFFER. WHERE DRIP LINE(S)DO NOT EXTEND TOWN'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SUBJECT TO FINE. SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF 3. BEYOND THE BUFFER LINE,THE BUFFER LINE SHALL BE RESPECTED. VEGETATION.SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN A 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A 3. INSTALL CONSTRUCTION ENTRANCE TREE PROTECTION AND PERIMETER SILT FENCE AS SHALL BE REASONABLY SMOOTH AND UNIFORM. DATE: TYPE: PLANTING RATE: 1.3.TREE/VEGETATION PROTECTION MEASURES MUST BE USED WHERE ANY CLEARING OR Ro VIOLATION OF THE TOWN'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES GRADING ACTIVITIES WILL OCCUR WITHIN 100'OF A BUFFER. PROTECTION MEASURES 4. IF NO SOIL TEST IS TAKEN,PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING AUG.15-NOV.1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. SHALL BE ORANGE TREE FENCING,OR CONTINUOUS FLAGGING ON VEGETATION OR 5. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES,AND ALL SLOPES STEEPER 4. INSTALL CLEAN WATER BYPASS DITCH/BERM AT NORTHERN PROJECT LIMIT.IMMEDIATELY SPECIFICATIONS.IN ADDITION,PROVIDE 15 LBS/1000 S.F.SUPERPHOSPHATE. NOV.1 -MAR.1* TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. STAKES. FLAGS SHOULD BE MAX.20'ON CENTER,WHICH MAY BE USED ONLY WHERE \ ' r THAN 3 ST HORIZONTAL STABILIZATION 1 VERTICAL(ND)SHALL G SOON AS TEMPORARY OR STABILIZE DITCH WITH EROSION CONTROL MATTING. / ABRUZZI RYE 25 LBS/AC OR 1/2 LB/1000 S.F. THICK UNDERBRUSH EXISTS. v p .0 BOLTON PERMANENTVENT, NT7BCALENDA WITH GROUND ECOVER AS FOOT AS PRACTICABLE,BUT G ANY 5. IF SOIL TEST IS TAKEN,PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. MAR.1 -APR.15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. es & MEN K EVENT,WITHIN 7 CALENDAR DAYS FROM THE DATE OF THE LAST LAND-DISTURBING 5. INSTALL SEDIMENT BASINS 1 AND 2 WITH ASSOCIATED DIVERSION DITCHES,CLEARING ONLY APR.15-JUL. 30 MULLED COMMON 2. REQUEST TREE INSPECTION FROM TOWN OF HUNTERSVILLE,PLANNING STAFF ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT AS NECESSARY TO INSTALL THESE DEVICES. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING BERMUDA GRASS 30 LBS/AC OR 3/4 LB/1000 S.F. (704-875-7000). m I STABILIZATION AS SOON AS PRACTICABLE,BUT IN ANY EVENT,WITHIN 14 CALENDAR DAYS SEEDBED PREPARATION, JUL.15-AUG.15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. FROM THE DATE OF THE LAST LAND-DISTURBING ACTIVITY. 6. CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR.WHEN APPROVED, BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. 3. SETUP PRE-CONSTRUCTION CONFERENCE WITH TOWN OF HUNTERSVILLE PLANNING STAFF EROSION CONTROL INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD OR SORGHUM SUDAN (704-875-7000). 1801 N.GRAHAM ST SUITE 320 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A MAY BEGIN. CONDITIONS. HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. r CHARLOTTE,NC 28206 REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT. 4. CONTINUE CONSTRUCTION SEQUENCE PER TOWN OF HUNTERSVILLE,AS REQUIRED. 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS Phone:(704)376-1555 4. MULCH WITH 6"STRAW APPLIED AT THE RATE OF 75 LBS/1000 S.F.AND ANCHOR 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN 10' DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN SPREAD. 5. WHERE STANDARDS AND RESPONSIBILITY FOR INFRASTRUCTURE CONSTRUCTION,INCLUDING Email:Charlotte@bolton-menk.com CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. BUT NOT LIMITED TO STREETS,SIDEWALKS,AND LANDSCAPING,ARE SPECIFIED IN THE REQUIRE ADEQUATE TERRACING. CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 9. ALL SLOPES STEEPER THAN 3:1 AT MORE THAN 5 FEET IN VERTICAL HEIGHT SHALL BE OR 800-1200 GAL/AC,CRIMPING,OR BY INSTALLING BIODEGRADABLE NETTING. _ WWW.bOItBR-menk.Com ZONING DS SUBDIVISION ORDINANCES ABSENCE THE LAWN TOWN STA DARD 8. W SGRADING PLAN SLST PE OUEDITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT POLYPROP WITH AN EROSION CONTROL CONUT ER M TIRI OF A G A MI CONSTRUCT SHALL CONTROL. IN THE CWI OF A SPECIFIED TOWN STANDARD, 1 8. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL POLYPROPYLENE NET WITH A STRAW-COCONUT FIBER MATRIX HAVING A MINIMUM * HEAVILY MURDER DURING JANUARY-MARCH PERIOD. CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE THEN MOST RECENT VERSION OF THE �/ WAS NOT PREVIOUSLY APPROVED. INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. LONGEVITY OF 24 MONTHS. MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS(MCLDS). VICINITY I MAP N.T.S.ED 9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY MUST BE SLOPES GREATER THAN 3:1 PRESENTED AT PRE-CONSTRUCTION MEETING. 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,U.S.DEPT.OF 1. APPLY AGRICULTURAL LIME AT A RATE OF 100 LBS/1000 SF. TERWILLIGER PAPPAS 10.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. AGRICULTURE,TOWN OF HUNTERSVILLE EROSION CONTROL ORDINANCE,AND THE SURVEY DISCLAIMER WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED HUNTERSVILLE LAND DEVELOPMENT STANDARDS MANUAL. 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. WETLANDS AND TREE SURVEY DATE: MAY 28,2021,UPDATED FROM THE AFFECTED PROPERTY OWNERS. 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: INSPECTORS: ON JUNE 7,2021.SURVEY PREPARED BY ATLAS 11. THE DEVELOPER SHALL MAINTAIN EACH STREAM.CREEK,OR BACKWASH CHANNEL IN AN ENVIRONMENTAL: 338 SHARON AMITY RD#411,CHARLOTTE, UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE DATE: TYPE: PLANTING RATE: NC 28211.(704)-512-1206/WWW.ATLASENVI.COM.ALL STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. LAND DEVELOPMENT INSPECTOR(EROSION CONTROL): OTHER INFO OBTAINED FROM MECKLENBURG COUNTY GIS, 4777 SHARON ROAD MAR.1 -JUN.1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/4 LBS/1000 S.F. ACNE LOFTIN-HUNTERSVILLE UPDATED AS OF SEPTEMBER 23,2019. SUITE 550 12.ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS (SCARIFIED)AND (704) 7fi6-225fi CHARLOTTE,NC 28210 SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE TOWN MAR.1 -APR.1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. LAND DEVELOPMENT INSPECTOR(ROADWAY): OF HUNTERSVILLE AND MECKLENBURG COUNTY. OR MAR.1 -JUN.1 ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F. CECIL TALBOT-HUNTERSVILLE LEGEND 13.THE TOTAL SITE ACREAGE IS 20.23±ACRES. THE TOTAL DENUDED AREA IS 18.54± (704) 766-2258 ACRES. JUN.1 -SEPT.1**.TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F. DEVELOPMENT CODE OFFICER: 14.A PERMIT WILL BE REQUIRED FROM LANDSCAPE MANAGEMENT TO REMOVE ANY TREES 8" ORO SORGHUM WN TOP MSUDAN ILLET 35 LBS/AC OR 3/4 LB/1000 S.F. AU'DARIUS BLACKWOOD-HUNTERSVILLE SYMBOL DETAIL SOLIS NORTH CREEK OR GREATER DBH IN THE EXISTING RIGHT-OF-WAY. HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. (704) 301-9969 CONSTRUCTION SEPT.1 -MAR.1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F. SEDIMENT BASIN 4/C-805 (UNHULLED-UNSCARIFIED) DOCUMENTS A�ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. 17705 DAVIDSON-CONCORD RD MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F. HUNTERSVILLE,NC 28078 4. MULCH WITH 6"STRAW APPLIED AT THE RATE OF 75 LBS/1000 S.F.AND ANCHOR M SKIMMER 3/C-805 WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. OR 800-1200 GAL/AC,OR BY INSTALLING BIODEGRADABLE NETTING. ***TEMPORARY RESEED SEPT.1 AT RECOMMENDED RATES. p f TREE TO BE REMOVED EROSION e.^� CONTROL PLAN - ,4-,,L4) TREE TO BE TRANSPLANTED -/- PARCEL NO. 01107310 / /' / NANCY GRAY FAMILYLIMITED PARTNERSHIP /PARCEL NO. 01126125 /' STAGE 1 / ZONING: R /CYNTHIA K. CARTER TRUST ' D.B. 8 8 7 9, P G. 9 4 5 ' ZONING: R ,� PARCEL NO. 0 1 1 2 6 1 2 3 \x\ BILL FENCE 7/c-805 Z ''' PARCEL NO. 01126136 D.B. 9495, PG. 418 i LARRY A. VICKERSPROJEETNO: PARCEL NO. 01126124 DREG W. GOLDEN P.B. 28, PG. 437i WEEDY P. VICKERS�: e\ CYNTHIA K. CARTER TRUST GLORIA P. GOLDEN / 4661.07 / ' ZONING: R i� ZONING: R ZONING: R //� / // / D.B. 3 5 8 7 3, P G. 067 -7Q- TREE PROTECTION FENCING 70/C-808 �A1 / D.B. 29495, PG. 416 D.B. 22440, PG. 141�i P.B. 45, PG. 282 ' �r/,�/,/ f i P.B. 2 8, P G. 437 P.B. 4 5, P G. 2 8 2 REVISIONS: ///,�/% / _ /^� STONE INLET / / / ' / �V SEDIMENT TRAP 9/C-806 / -��- \ // I 2 /, / ' C-301 cC/� C-302 �,� /-I -��,// / ` ,/ 'z / _ --L ', - _- C-303 /.///"-� r, / / ...� _ _ �� Y l/' / I ' / i - ..4.,_._--..,.-,,--__--.'-:-.....--_-_,-.....-' - / / -- \ \ - - I ��� CATCH BASIN INLET PROTECTION 2 C-806 \ //, ./....,/ -.0-2:, ,.,..'-____-______ .„ ,„/„..-- .-- .--• - -' / / / / / / I -----Z-,,,--:=T--,-,-.".,--, /� / - / / / / \\ \ // I -� •\----�-- //< < �\ // \ \� //r / / �/ „/�r - \ FLEXIBLE PIPE SLOPE DRAIN 5/C-805 PARCEL NO. 00718201 • - // ' // / / / / / f \ \ l r \� , ! \\ ////I--_\\ \\\\i lI 1 /(� /' l;� \ \ (_✓- DAMES COY F T B W MAYES \ j/� ///' --�` ���/ / / l I / / / I \ \\\ / / 1111 �j\ � - ��\\\_ /=//�\\\\� \2_1- /////'I \ \ \\\ /l I ( f 1 f \ I\ G R MAYES 1R HEIRS // ./ ///, _ / J ��/// ) / / / / \\--- ''�// /JIl/l / ea_�_i-�����'�=J \-\\\\� - , / _ \ \ \ \-' //ii//// i I l // DvOvO� STABILIZED CONSTRUCTION / ' ri//1' - ' ---- J E.// // / / \� / // L -- -�_ \\) // - - \ \ / / //.,I ,jI / O O C 10/C-805 /' \ iJ / - ` / / \ \ //�l/// ENTRANCE ZONING: NC-2 // � r _ \ /- _�% _ � // /1' �=-�/// /�// - - -__ \�� // \ \ \-/ /// (+%/ / \ / i / - O O / y /r, / / / / / / I -_�-__ -_ \/�_��__// /� --\\ \ / �_/ / )III \ �/ �, _O O C D.B. 2047, PG. 401 / -� %1 - - .. // /// '_ � � _ \ - - -� � / \ \ / • I / SAM FURS ROAD/ N.C. HWY. 73 j�j;.' i / / - _ /• ///////'�^�' �. \ == � \� - =\ \\\�__ \\ \\ \\���_�/ l'/ I 1 \ VARIABLE PUBLIC RIGHT-OF-WAY ///% ,ly ( / /// /////l ,I/- \ - tom' - / / _ !_ .^_ -\\ -// ' \- �'........./...... / \\\ / //, �,�-• /�/ / � \ I I / \ \ / 1/ - i/////// /// \/ �`\ •...Z' \�'.1 /i^`_ i_,i / _ _\ \� /-/, �\ -_ i- .•/ i///' '�• G�;\\\ f\ // '. 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GRAVEL AND RIP RAP / // / / / / \o \\ \\\\\- I --- �% = -\ \ / l ,1 II y / / / 1 ( c.-- -\ \- L __` _ - 7. \\y Jr�` 1 �/1 FILTER BERM BASIN / ,� �/. / -I I vvv- �� _ i ) \ , / //' / A -- _v v_ v A Vv- - �\ = • Ti 1 11 wNs3 / I \ 11\ I-.II. \\ \�\ / I / - /__ - -_- \ _-- -�_ \\� O°. 1 tl �+ . ,•`_,&mEni , �_ 411: / / 1 I /� / \ 1 \ / / / K '..'-+ //--_-- �I co seal s. / \ \ i 1 \ ) , I / , / / ( (\( I\ I I _-/-- --// / III ) / / / \/ 1 - _/,_/� -_- _/,= Gam_ 1--\-\\-\\\\, \�i �.�.� \\\\ \\\\\ \ - Wit' / / •AP,.,ag Sl03fi a y; / ss - _. r__------_-_--7-- _ __ /J I'. _l - - - - --- - - - - - r _ ---- _ --�-�,_• \ . O ..,�/` l / // '' CS4.21''.Tt7 ..L.OkTM ttK' Y -'011� .�€ N3YcC ^:- ' �M1�_.r_ '. 11;4C..a.':',3L'+. i'll�v�'.caS;ad?;4R.-N zS'61t,cXm AS'w'cNz 0=?&%Wr; -•1,..b-� ,''441147:.4""-S1v , - ,\ \ 1 �/ - .'o``jHCARp"o,, v, �e i=000=o=oiasu to .�- o_�_s_=_off ��11 . 9/MI_sosoaosoPAoPICIMIW2MGMBI ono - . 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III \\ \\ \\\\ ///1// // \ \ \ 1 I I C/- III \1 \\ \�\\\\\��_- i/�//�/� / PARCEL ID. 0110�314 I I \ I :'.- I I / \ \( 4 \\ \ r• = I // / ` • HUNTER VILLE�A 'D, LLC / I I 1 I ) \ : IIII �� \ '�� \�. •�\\ ��A/ Il \\��----- o /�/ / �/ D.B. - , PG. 681 I / 1 1 \ \ \ II _ - I =. _ < _ \ �_�� / / /---_-_ �\ / p \ \ I ` II I . �i�, ,, -- ��� • /�a /r� /// v I\ \ -, v I l / �� �, �/ /� vi __� ��.v� SCALE: 1"=80' ! -__ \ \ .--' \ l ( I \ 1 I mil I 1� / r I' t �t�11A A Ill/ 144 r _v 1 v l o f It � iiIIrIIL'!!I �Ilial�� ii�L■I�r� �I , �� w% �'1 1 1 1 North . 1 Y / Carolina rip Illl l((�l1 \ \ \ y \. � I l�'$ II / I°I - h I ZE31 , , I '"" vy I Illl�/l(�J/I ' \��1 \ \ \ / ,I•\ • \may \\ \\ II I I I , ',/,' �� II - II\__1_-J1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE I l til I I \ ` \ , J I r - ��- PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED c E I I /( \ Z ® I \. a + \ \ v I \ .• / __ �' --=�i � PRIOR TO CONSTRUCTION. jll1, lI1 1 l \ \\ \\ \ 1 \ ! II /� 1... .. .:1\ 1.11 // J C \\\ .� - Sri_- r�- -__s SCALE:/ / J �j _ J_ �__�/� 2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG = ��i I I \ \ ' I8 VI llll II I �M.�__:1�i� ��imm= � � /,/ .� /� �" ''- MEN,ETC.,AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. DATE: 06/20/2024 I (• I I .` I /I11011111111 / - „_.�. // �5+. %///�i/ -i�y -_-- -� 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACED DESIGNED BY: DBT/MS 9 I u • N / I1 --- - <dw.$eY,�, __ 1 I II I -�-t - \- - - / / ////�/�/ -��/"...--,__-----_,:-----• ---..., -- - i�i ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA %1 i v b I llllll oil jell; i �.� i I *��11111111111 /�(((\ - '�' DRAWN BY. DBT MS \ .�"_ 5 ( Ill - I . ��J I `--\7C / i' DEPARTMENT OF TRANSPORTATION OR LOCAL JURISDICTION / _I / ]^_ ' WHICHEVER IS MORE STRINGENT /I. ,\\ \ \ \ \ � / Il \ f N Il-N GT C R F F I< / // % 'L C _ -/ � _,- / CHECKED BY: BRW s� `\\\��I \ _ Il l�lllll l ^ \ 411�r1�•� 1��I itlil a=' �� /fr // 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING :7'II r --- --_-- - \ \ D. 1 J I( / / I `, . . , i . p _ , .. �j���//�I/ ���//1/ /:�1_'- - \-! STANDARDS,29 CUR,PART 7926,SUBPART P,OR AS AMENDED. E \ \ \ IIIIII f l ,l �� = A A" L ,, I R l Ilw///�/I 1 t M I - _% ,4�� y;o / i� ▪ __ - - w ,I (ram F -_ _ \_ //, 1 I / I i ri\ i .)j O6: FILE NO.: