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Home My WebLink AboutSW3241004_Plan Set_20241118 L � w W U 0 c l oZa�� Z M U�O ZQ O CENTRAL COWBOY CHURCHU oois oco 9aZzv)000 c mo U 0 ri az 00 waZo� ��3 cm oz� o �J C N J jo� � 11777 US 601 MIDLAND , NC 28107 0 Q W -c .. U OF- o ` _=====__- m 0 __ — — U = ___ ___ _: U � = -== SHEET INDEX o ==. -=- SCHEMATIC PROJECT OVERVIEW z ---- PROJECT INFORMATION SHEET SHEET TITLE NTS coo I GENERAL NOTES AND SPECIFICATIONS A N D CONTACTS- C200 OVERALL SITE PLAN C300 OVERALL GRADING & STORM DRAINAGE PLAN PROJECT INFORMATION C400 OVERALL EROSION CONTROL N 0 C401 EROSION CONTROL SEEDING PLAN N PARCEL PIN NUMBERS 55552181500000 c410 Ncc01 SHEETS � o PARCEL ACREAGE f 10.45 PARCEL ZONING US601 COMMERCIAL — C601 c420 EROSION CONTROL DETAILS o 0 0 PROPOSED PARCEL USE INSTITUTIONAL — CHURCH C421 EROSION CONTROL DETAILS CONT. WATERSHED/NPDES PHASE II NOT IN INC WATERSHED/ C700 GENERAL DETAILS w NPDES PHASE 2 ACTIVE a U) DA-CULV CULVERT DRAINAGE AREAS z COORDINATE WITH NCDEQ o �„ W MOORESVILLE DA4-CULV OFFSITE US-601 DRAINAGE AREA � z w DA5-CULV OFFSITE NC-27 DRAINAGE AREA v M Ov CONTACT INFORMATION o o & PROJECT CENTRAL COWBOY CHURCH g a MCKFR PARRY TRW PROJECT LOCATION 11777 US-601 , MIDLAND, INC z MCKER Pew TRUSTEE28107 � M:55=190900000 °O^� °'65/00" CESI PROJECT NUMBER 240539.000 0 0 OWNER CENTRAL STATION COWBOY z W _ CHURCH INC. o cy OWNER'S REPRESENTATIVE PASTOR JEFF SMITH ~ 0 U • OWNER'S ADDRESS 11777 US-601 , MIDLAND, INC z 28107 OWNER'S PHONE (980)521 -6371 OWNER'S EMAIL smith.freedom.ranch@gmail.com o ` o \\ PROJECT CONTRACTOR & CLIENT TBD uj CONTRACTOR'S REPRESENTATIVE o N N CONTRACTORS ADDRESS I I . MIDLAND.Kc ae,m r arr ''• I � •;i.; O O +IILLI��33++ •L>:M' p �i:•:a \ p `ate \ ' I I \ \ \ /\ CONTRACTOR'S PHONE TBD CENTRAL P: 1,C�Y500 00 / \ In ° lam/°'°° � \ \ \ � CONTRACTOR'S REP MOBILE sj I \ \ / -7 CONTRACTOR REP EMAIL o Ha I MI \ \ \ / PROJECT ARCHITECT TBD W N CONTACT � CONTACT EMAILS \ \ PHONE : 0v caKcarm / \ CIVIL ENGINEER CESI, STATESVILLE BRANCH \ OFFICE TW MEW Of 27 • \ / CIVIL ENGINEER INC FIRM LICENSE C-0263 = 207WIOM ENGINEER NANCY ELIZABETH WARLICK, PE 08" 1680' \ \ L / Afil�� ENGINEER INC LICENSE 054662 N \ PIN:55 ,5�00 CIVIL ENGINEER ADDRESS PO BOX 54 � � 08/ft"as'/0107 STATESVILLE, INC 28677 LLI z N ENGINEER MOBILE (704)648-2684 = ^ z w o ENGINEER EMAIL lizwarlick@cesicgs.com U o — 0 z c4 = z \ MUNICIPALITY TOWN OF MIDLAND z = M o W U F- LvF- \ PLANNING ADMIN CRAIG THOMAS O w Z 0 7) zuj m N g 3 & a & 0 PHONE (704)888-2232 EXT. 17 ?) � x a a EMAIL cthomas@midlandnc.us O w - z 0 TOWN ENGINEER RICHARD MCMILLIAN, P.E. U j N a AVAILABILITY TUESDAYS & THURSDAYS J PHONE (704)888-2232 EXT. 18 a J LO ^ ,n EMAIL engineer@midlandnc.us Q Z N U NCDEQ MOORESVILLE — EROSION CONTROL z J z z U 7 } ADDRESS 610 EAST CENTER AVE. m SUITE 301 U z m o MOORESVILLE, INC 28115 a Y z � U PHONE (704)235-2100 w o FAX (704)663-6040 NCDEQ EROSION CONTROL LILY KAY INSPECTOR PHONE (704)235-2137 2 CIVIL LE /� E N D GEOTECHNICAL V DIRECTIONS TO SITE SURVEYING —0-0-0 SILT FENCE EXISTING IRON PIN IVQ� EXISTING IRRIGATION VALVE FROM 1-485 OUTER NORTHBOUND STATEVILLE BRANCH OFFICE D < TEMP. DIVERSION DITCH — TAKE EXIT 45 PO BOX 54 •BOUNDARY BOLLARD TR EXISTING TRANSFORMER — TURN RIGHT ONTO NC-51 STATESVILLE,NC 28677 FURIGHT OF WAY SS SANITARY SEWER MANHOLE E — CONTINUE ONTO BLAIR RD 0. 704.786.5404 B LL SITE EXISTING ELECTRIC BOX — TURN RIGHT ONTO ALBEMARLE RD — — — — EASEMENT — CONTINUE ONTO HWY 24 www.cesicgs.com PROPOSED CENTERLINE ® EXISTING DROP INLET EXISTING LIGHT POLE — CONTINUE ONTO NC-27 NCBELS CORP.NO. C-0263 PROPOSED CURB AND GUTTER $T EXISTING STORM DRAIN MANHOLE E EXISTING ELECTRIC MANHOLE — TURN LEFT ONTO US-601 SUBMITTAL ©COPYRIGHT 2024 SITE — DESTINATION IS ON THE RIGHT AFTER 615 PROPOSED MAJOR CONTOUR O ENGINEERS SEAL 456 PROPOSED MINOR CONTOUR EXISTING CLEAN OUT UVM EXISTING WATER METER WESLEY DRIVE PROPOSED PAVEMENT N7 EXISTING FLARED END SECTION SIGN ` xtixtitiui+i�+�+�t{{r{ PROPOSED STORM SEWER ��` CARD /trirr EXISTING MAJOR CONTOUR MB EXISTING MAIL BOX a PROPOSED CATCH BASINp1i1 '' ,'f EXISTING MINOR CONTOUR GM EXISTING GAS METER ❑® PROPOSED DROP INLET TOTAL SITE AREA 10.46 AC EXISTING PAVEMENT SEAL =. © EXISTING GAS TEST STATION PROPOSED STORM DRAIN MANHOLE TOTAL DISTURBED AREA 5.53 AC = 0 ---w----w----w EXISTING WATERLINE Q EXISTING SITE IMPERVIOUS AREA 0.94 AC —X—X—X—X—X—x—X—X— EXISTING FENCE ® EXISTING GAS VALVE SS PROPOSED SANITARY SEWER MANHOLE off= p f N ? POST CONSTRUCTION IMPERVIOUS AREA 1 .42 AC f � EXISTING UNDERGROUND TELEPHONE LINE ❑ °°°°° VICINITY MAP WV EXISTING WATER VAULT ,,,,, TRUNCATED DOME POST CONSTRUCTION IMPERVIOUS % 13.5% ---P----P----P EXISTING UNDERGROUND POWER LINE c c c EXISTING GAS LINE e EXISTING WATER VALVE �M PROPOSED WATER METER 1" = 2000' PROPOSED BUILDING AREA 0.00 AC 10/25/2024 ———ss————ss————ss EXISTING SANITARY SEWER LINE EXISTING HYDRANT PROPOSED FIRE HYDRANT EXISTING DRAINAGE LINEwv EXISTING TREE LINE ❑T EXISTING TELEPHONE PEDESTAL N PROPOSED WATER VALVE CVR L w U p c I �z. -0 po: SITE U�n Waco aaz�o o� �JJ p O'U LJ �J O��LJ—LJ v m o o w of �Q U a So z ,QZo� �3 p'_=' U �J Lu C N J jo�L� 0 50 100 O Q W N U 0 FEET v � O 1 " = 50 FEET •o m+' VICINITY MAP - --=- 1" = 2000' O =-_ -_ U p Q z m J uJ N o MUNICIPAL BOUNDARY IS TREATED AS A PROPERTY LINE BASED ON CABARRUS COUNTY GIS 0' FRONT SETBACK w (TOWN OF MIDLAND) N o BOTH PROPERTY IS SHOWN AS A SINGLE PARCEL ON THE COUNTY GIS; . z HOWEVER, EACH PIECE IS ZONED SEPARATELY. 03 0 0 vIt 04 N \ TUCKER FAMILY TRUST N It N CULVERT WEST (CULVERT A) PIN: 55552199900000 0 0 DB/PG: 6465/0037 RIP-RAP SIZING o 0 SEE C300 ZONING: LC MEDIAN STONE SIZE = 26" u' S 88°05'20" E PRIVATELY MAINTAINED 3 o a S 88°05'11" E MAX STONE SIZE = 39.0" 19.84' BY PROPETY OWNER w o 11.11' THICKNESS = 58.50' a z z o U) uj 88°05 13" E � w � 352.61' • RIP-RAP SIZING L) m N 3*57'11" W MEDIAN STONE SIZE = 17" W O J 62.36' MAX STONE SIZE = 25.5" o THICKNESS = 38.25" z z \ o 0 0 N 0°47'47" W o Q `'° „ CULVERT EAST CULVERT B ( ) PARCEL DATA PROVIDED z �`' 57.42' ' T'` SEE C300 3 `' BY CABARRUS COUNTY GIS Q 0 T't " PRIVATELY MAINTAINED w `+ ` BY PROPETY OWNER Z EXTEND RIP-RAP APRON S 75°09'33" E TO EDGE OF PATH EXTEND RIP-RAP APRON— \ \ 870.49' TO EDGE PATH N 0°43'21" E - CENTRAL STATION COWBOY CHURCH INC. N N C 0 NCDOT CLASSIFICATION: PIN: 55552181500000 •.:. — 1 \ \ \ \ \ w N N (US-601) DB/PG: 16968/0109 / \ \ \ \ a US HWY 601 / \ \ \ \ o N N MIDLAND, NC 28107 TOWN OF MIDLAND JURSIDICTION ZONING: US601 (TOWN OF MIDLAND) ,✓:./, `:.,' .: � _�__�_i—i , i �� a :\ \ \ \ \ \ �\ N 2°14'28" E Z 57.42' :.',:,:• ; \ :\ \ \ \ \ \\ S 75°1 1'12.16E o \ L N \ \ \ \ \ I LLI > ,,_9 64'�312( t N 5°48'35" E �114' 37.30' j--11=i-Q64fao =i_i_+�+=+= = - -1,'__;—� N 6°58'22" E 8� q'Q.-P�NTS 37.30' N 75°13'1 1" W , ' 37.41' rTai ' ��y C� ' 1 1 \ \ \ / U 0 N 7°38'29" E N 75°13'03" W C _ J 1-1_; ; , , I \ \CENTRAL STATION COWBOY CHURCH INC. / EXISTING TREES04 5.91' 19.28' N 75°12'56" W '� `SFr -'=�— _ 1 1 1 ' 1 1 1 , ' 1 1 \ \ PIN: 55552181500000 / TO REMAIN UNDISTURBED w 00 1 1.68' M/O�q �,� �_ _` '=�_ �— i \ DB/PG: 16968/0109 ^ c� z 04 3 ado N 75°13'17" W - J \ TOWN MIDLAND JURSIDICTION / o ? w z o 7 81' CITY OF CONCORD \ \ \ ZONING: CABARRUS COUNTY) / / U Z _ CD PIN: 5555212082000 / / c� z r Q DB/PG: -/- cY^ \ \ \ \ J / z 0 Q2 \ \ \ \ \ O W Z Q 7) Q' 7) o 69.85' S 17°16'24" W J o o THE HEART OF 27 \ / 391.59' o PIN: 55552075310000 \ U W N o DB/PG: 16807/0222 \ \ — / / �0.00' > > J N 75°12'29" W ZONING: US601 a \ SeTegCk h'EgR J p ^ o 0'99 N 75°09'32" W a ti �T)p� ALBIZA LUIS Q z N 449.85' \ `- \ ALBIZA EMMA W w N 75°13'07" W o cY \ PIN: 55553291580 00 o w Q \ DB/PG: 17054/01 7 z J z 11.51' \ ZONING: AG z m _ w \ U w m w d z Y � U • \ U 0 U EXISTING TREES 1 CONTRACTOR TO CLEAR TO REMAIN UNDISTURBED TREES AS NECESSARY FOR GRADING • SEE C300 FOR GRADING 547.N 75°0 W \ CONTRACTOR SHALL RESTORE CLEARED 47.70' WOODS BACK TO ORIGINAL CONDITIONS CNIL GEOTECHNICAL S 17*36'45" W SURVEYING 0.10' STATEVILLE BRANCH OFFICE O I • • • •• • • O I • i O I i - I PO BOX 54 • NOTE. STATESVILLE,NC 28677 UPON SITE VISIT BY LIZ WARLICK, PE, 0. 704.786.5404 THERE ARE NO WETLANDS PRESENT www.cesicgs.com ON—SITE. NCBELS CORP.NO. C-0263 ©COPYRIGHT 2024 SITE DATA ENGINEERS SEAL PARCEL ID NO. (S) 55552181500000 DEED INFORMATION DB/PG 16968-0109 (;A, � ff�/ifr TOTAL SITE AREA ±10.46 AC ti�� 0 'Yffrrr TOTAL DISTURBED AREA 4.80 AC SEAL ZONING CLASSIFICATION US 601 COMMERCIAL (US601) & LIMITED COMMERCIAL (LC) # BUILDING SETBACKS (9.5-2 CIVIC) 30' FRONT, 10' REAR, 5' SIDE EXISTING IMPERVIOUS 40,752 SF, 0.94 AC '•ff}` f �w` PROPOSED IMPERVIOUS 0 SF, 0.00 AC fffff��1ljjjyy4 5ihk�� BUILDINGS 0 SF, 0.00 AC 01/06/2025 PAVING 0 SF, 0.00 AC GRAVEL 60,703 SF, 1 .39 AC PROPOSED IMPERVIOUS 13.3% C200 POST CONSTRUCTION % IMP 22.2% / / 1 I \ / / / �/ / / / / / / / / - / / /' \ \ U SOaN:pcfl O� ao 6SITE m0�Um m0o 81wof(v owf af�cm o "v Z0 Jz=wJo 3 LLI LLI 4) 0 100 200 O ¢ W L FEET e V Q F- TUCKER ANILY TRUST CULVERT C / /' / -' O LL_ I / 1 / ` ► / / \ / / / / 1 - 100 FEET w_N TUCKER PERRY TRUSTEE / ____-____ PIN: 2199900000 / / / COLLECTS POST DA 3 / / - .O _ / 5��37 AND RELEASES OVER VEGETATION BEFORE _ PROPERTY SIDE SETBACK CABARRUS COUNTY 2FT - '�i/ /' L CONTOURS ARE USED. I I _ _ _ - _ _ _ _ _ \ 1 FT CONTOURS ARE / / - - \�\ \ \\� _ __ U \ ` \ I I \ ' 000-- INTERPOLATED BY CIVIL30 \\\ VICINITY MAP l l l 1 1 I lv'� - _ - -_ \� I I 1 \ SD / / / ////// / / /% PARCEL DATA PROVIDED „ _ \ _ \ BY CABARRUS COUNTY GIS i AND ARE DISPLAYED IN z cn 1 00 � / �C (US- us�f I ` So o // / / / / / \ \ No o / LIMITS OF DRAINAGE / / / _ - - - - / / \ It N // I I 1 I I I I I / \ \ I ' \ \ \ -- I II N - C / / / / / -\ \\ N CE i I AREA / / / - _ o / � v � 11 / Lam, I N I '// ' ' \ � � / / / / / o N Q� ' sO , . LLI � � � // /' /' � � ' /' /' \ Z o / / / / / o v, W / 50/ - - - � � \ Ln s� � \ / L o LLI 4 w /' /' / , /)1 - � \\� S2�S2223 - -� t / //' / / / //// // \� \ o 0 O cy LLI 04 IN 04 IN h / LD TIME OF CONCENTRATION (TYP.) It I BE OND US--6$1- - \ /�� / / // / N III ► � � \ \ LIMITS OF DRAINAGE y PO*oT DA� `V `V OFFS TE POST DA-5 AREA .2 \ \ \ / � 21 .3744C CENTER OF ROAD ' / ASSUMED TO BE CROWNED / / -- _ N / _ / 0 F F S I T E DRAINAGE / / - ! ;'/ .i• .i. .i. .i. .i. .i. .i. .i. .i. I/T/ �'✓ --- --, - ,\ _\ `\ \ \\ ��\ IN z IN BEYOND US - 601 - - \,% / /' ' / � ; �/.---,��;�/� / � ''��/ , � `I `\ II = N z � 3a l 1 SEE DA4- C U LV SHEET - - - \ /' TIME OF CONCENTRATION (TYP.) ' ; ; / / l l \ \ 1 / \ _ i_ (, w = a Ld z -_77/ -�'- - �/ \I l �l\\ I ' l l� / i�//' / • J 1 I 1 - a Z = < mova�i FOR ENLARGEMENT ,�- _ t ; , , W L) F- wF- / � & LLJ 3 & a & N Y 6 '� / // ✓ 5-- ' - _ - / _/ -/ � // QS- / U/ ul ooD °> -A oo)8. AG / _ > � Ld /' �l z J W z / _ 1 1 / ON AERIAL TYP. / / / // - / / w W _ IMPERVIOUS BASED I I / ` j/ Y �,c OFFSITE DRAINAGE -- / BEYOND NC - 27 \ - - - /' CIVIL SEE D A 5 C U LV SHEET / / / / GEOTECHNICAL \ \ \ \ I i II I \� �/' ,' /// FOR R ENLARGEMENT SURVEYING I / \ \ \ / / \ 1 1 \ \I STATEVILLE BRANCH OFFICE PO BOX 54 STATESVILLE,NC 28677 O. 704.786.5404 IMPORTANT NOTE:CULVERT WEST IS POST DA 1 AND POST DA 4 www.cesicgs.comNCBELS CORP.NO. C-0263 CULVERT EAST IS POST DA 2 AND POST DA 5 ©COPYRIGHT 2024 OPEN DRAINAGE AREA # AREA [AC] WOODS [AC] IMP [AC] % IMP COMP CC ENGINEERS SEAL _ �' GRASS [AC] > \ `� / \ // / /' I 1 1 6.69 1 . 1 9 8.26 7.24 43.4% 0.58 _ c o 2 21 .37 13.83 5.23 2.31 1 0.8% 0.34 3 (CULVERT C) 1 .81 0.00 1 .53 0.29 15.8% 0.40 \ - _ - / // // // I // 4 (OFFSITE WEST) 144.91 66.09 50.06 28.76 1 9.8% 0.41 _ SEAL 5 (OFFSITE SOUTH) 28.20 11 .44 12.46 4.30 15.3% 0.38 TOTAL 212.98 92.55 77.53 42.90 20.1 % - 'f, P DRAINAGE AREA AREA [AC] [ ] [ ]WOODS AC OPEN / GRASS IMP AC % IMP SUMMARY [AC] 10/25/2024 NOTE: CULVERT WEST (DA1 + UPON SITE VISIT BY LIZ WARLICK, PE, DA4) 1 61 .59 67.28 58.32 36.00 22.3% THERE ARE NO WETLANDS PRESENT CULVERT EAST (DA2 + ON-SITE. 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C-0263 \\ \\ 1 \ I / I / / 1 / // / ( ( � / / / \ \ \ \�\ �\ \\\\\ 1 ( �\ / \\\ \ \\\ \ \ \ \ \ \ \ \ \ ` - ( 1 ' / / ©COPYRIGHT 2024 I ) I ) 11 / / / / / t -l (/ / / `\ \ \<\ \ \ \ \�� \\ / �- \\' \ \ \ \ \ \ \ \\\ \ \ \ \ I 1 \ \ \ \ J \ / / / ) / / / I I OPEN / GRASs 1 1 I I / / / / / _ -- I // \ \ \\\\\ \ \ \ \\\\\, - �\ ) \ I \ \ 1 \ \ \\ \ 1 I � -_ \ \ / / / / / /� -� / `1-1 \ DRAINAGE AREA # AREA [AC] WOODS [AC] [AC] IMP [AC] % IMP COMP CC ENGINEERS SEAL /i'/j'l/ ( I � 1jl III I\ _- � I / j l � _ � ;� \� \ \ \ \\ \ \ I I 1 \\\\\ \ \ - � i \ \ ) \ � � - - ' - - - / / // / 1 ( I \`\ _ _ _ � \� 1 ( / 1 S / , \ \ \ I I I III 1 1 \ \�\ I r ��_�' I I ' / l 1 \ \ \ _ \ \ \I \ \ / / ll / ' � \_ _ 5 ,,,�,1111Ipj,+rt, I \ / / / \ \ \ / _ ) 1 1 1 6.69 1.1 9 8.26 7.24 43.4% 0.�2 (/ ( ► `I \I \ \ - \ ( '/ III ( > > \ 1 I I I I 1 \ \ \\ \ / ` - _ , / / / \ \ ` \ ► I I \ - / / \ I / �,,� /I 11� I\\\\ \ \\\\'\'- - - - 1 \ \ \ \ \ \ I 1 / N` 11 // / ) \ \ I I I / I 1 \ \ I \\ \ \\\ \ _ _ - // 1 \ \ \\ \ \ \ \ 1 I I / I / I \ - - � \ IIII ".•(� � z •-", \\ \ I \ \ 1 / \ \ / \ \ \ I \ \ I 1 \ \ \ \ / \ �\ \ ( / / I 2 21 .37 13.83 5.23 2.31 0.8% 0.25 r�i \\ \\ \\`\ \ - � ) \ 1 I / ' , I 1 \ 1 1 \ \ \ , ) \ \ l ( � \ , ), I I �- s 1 \ ` \ \\\� J / I I \ \\, i ) 1 I I \ \ \ \ \ \ s - - // / / ) \ \ 1 I 1 ) ) l l \ \ I 1 J I 3 (CULVERT C) 1.81 0.00 1.53 0.29 5.8% 0.32 fr \\\\ \\ I / II I / ^ \ ` _ - - /-- ► II ) \ \ \ \ \\ / 1 \ l - - = .. \� \\\ \\ \\\\� \ � ) 1/ / Ill I I \\\ � �- - _ / / , \ \ \ \ \ / � / I I I / \ ' / / \ ` \ _ SEAL - \ \\ \\ \\ - l 1 I l/ \ - _ _ - \ l l I ) \ \ 1 \ \ \\ \ // / / / \ I / I / \ I ( I - \ 4 (OFFSITE WEST) 38.1 3 65.51 49.86 22.77 6.5% 0.30 / / / \ \ \ I I / / \ \ \ `\�\ 1 \lI /l l l ( l llI llll'�� ` 1 I l ' � ll / / \ \\ \ I ) I \I\\ / / / _ \ \ \ ) ) I / \ � \ I I l I I - - - \\\ \\\ o _- - -, \ �\ )) I l/ III \ \ / / / / 1/ \�- : ' � I 1 I I I I I / / ) I ( I ) I I \ \\ / / / -_ / / I \ / l ) \ I ) ` \ \ \ /\\\ 5 (OEESITE SOUTH) 28.20 1.44 12.46 4.30 �.3/ 0.29 x i I // 1 \ 1 J I / / / / I (II�/\ \ 1 I � l/ ll � - 1 � \\ \ / / / /-- -- / / � I 1 I / \ - - \� ) ) /- -� `` - % ` ' \`_'j--�// // I ) I \ // , / / 1I )I ^\\ � -\,\\ I \ \ / 1 I I I I ( I //// / / / / I I \ ` I ( -� / �/ / I 1 �� I \ I / / ) \ \ \ / \\ TOTAL 206.20 91.96 77.34 36.91 17.9% - }ff.' ��. �\ _%_�� / // l/ (I 11 j%l 1 ' \ \ I I � I I \ \ 1 - / / \ \ \ \ 1 \ ,_ - \ J / ) \ \ / ( \ - /' I I III \ \ \ .,ff�f! ►�11\,• \ r / / I / / //)l ( \ -� \ \ I \ \ / � / / l l / I / \ \� / / l l I ABE i l / I \ I I \ / \` \ / / // / / / \ �� 1 III \ oPEN / GRAss /r�/�Ir�Iil��tix�' / / / / \ \\\ / I I I ` \ l / 1 I \ / I \ DRAINAGE AREA SUMMARY AREA [AC] WOODS [AC] IMP [AC] % IMP // / /_- �// / /J ////j / // I -- \ \ \ I ) y I ��` / / / / I l \ ) I � / ( \ \ / \ / \ I I \ [AL] 10/25/2024 - - --\ ( l l / / /� '/ / , / /// // /I // / \\\ \\ \\ I \\ \ \ 111 / / / � ��/ \ \ \ \ 1 J \ \ l/ \ ) \ /- \ 1 / i' // / r II I l / � -_,\ ) \\ ` '_ _ j / / \\ 1 1 1 1 \ \ / / / / - / \ \ \ \ I \ / \ \ , NOTE: - �\\\� \\ \ I I 1 / / , / / / I I 1 I I I I I I (I / - ��\ 11/ // \- � / ) \ 1 I I 1 1 1 \\ I I ' / / / / / / 1 \ \ \ \\ \ \ \ ` \ - \ \ �, __ I \ / UPON SITE VISIT BY LIZ WARLICK, PE, CULVERT WEST �DA1 + DA4� 154•82 66.69 58.12 30.01 19.4% \\ \ 1 Ill ) 1 l , J I / J// �/ IIII IIII -\ \ \IIII /(( �i�� I I I l l 111 ll I \ ( \ / // I \ \\ \ \\\ \1\ � - - � \\ \ < \ 1 / _ \ \ / THERE ARE NO WETLANDS PRESENT \ \ 111 l \ -' / ll / 1 1 I IIII _�/ \\ III \ \ \ \ \ \ \ \ \ \ \ �� O � 1 I I l II/// I I \ - - , _ ; ,� / / ' l�l/ I I l/ // I �\1\\�\\\\_- \ / ) 1 \ l I I � 1 \ \ \� \ \ \ \ ( // \ \\ \ \ ) _ mi l \ \ � \ \ ) iL� � - _ ON-SITE. CULVERT EAST (DA2 + DA5) 49,57 25.27 1 7.69 6.61 1 3.3% 1 DA4 CULYJ _ - - _ / CULVERT CTUCKE AMILY TRUST /I ALA w TUCKER PERRYTRUSTEE \ J W Q PIN: 52199900000 \ / , , i ♦I Q O I / / COLLECTS POST DA 3 � AND RELEASES OVER VEGETATION BEFORE 6455/0037 H H I 1 1 ( I l - CABARRUS COUNTY 2FT - - _ I \ CONTOURS ARE USED. / / - - - \ J I 1 \ ` / I / _ _ J i / / //// PROPERTY SIDE SETBACK / //' / ' / \ \\\ \ \ ` Z M Z. 0= SITE - \ \ I I \ \ -L I� l l / // // //// / / , i / � � / /// ,/ /_ %- \\\\��' / \\\ \ \\\ /f U �� _1 SITE _ 1 FT CONTOURS ARE o= a mED�� PARCEL DATA PROVIDED / - - - / / _ \\\ \ \ \ v m O o a INTERPOLATED BY CIVIL3D �/ / / / / / � �� //� = \\\ \ \\\ \ _) , \ \ \ \ WHO �� '� AND ARE DISPLAYED / \ \\� \ / o p- \ BY CABARRUS COUNTY GIS / / /� \ \ / o 100 200 p ¢ Ed w 4) \ W _c FEET v U O F- / LL100 FEET w.N / / (US +MIDLAND, C6 11 D' SO ~` - N LIMITS OF DRAINAGE / - - 1 I I I ( \ \ D nl �con N AREA VICINITY MAP 1 = 2000 / l l 1 �I N l / / // - - \ \ \ 1 I I I I / 1 0 o 1 ii � III \ Lo m' \ � � \ 1 N OFFSITE DRAINAGE :65 IN 3 20753 '�'`% _ \ \ \ \ ROAD CROWN ASSUMED 04 IN rn o I I I / DB/PD-155 222 / / � I TO NOT BE IN COMPLIANCE ` BEYOND U S - 6 01 / / ' / / / / / OYYYY o 1 \ ��S S2 S2¢ AND RUNOFF CROSSES ROAD \ \\ \ - \ \\ \\ \ \ \ \ \/ / \ W / o 0 SEE DA4- CULV SHEET % / ,/ / / / / ��;� ��\�� , � \ ` \�__ - 1 \ ` \ Q U, % I I \ \ ^ z z o U, WFOR ENLARGEMENT Lu LLI / k I 1, f / �y - r / ✓ - - I I \ o L) 0 I / / vi vi vi vi vi Zvi - I I I I \ \\ o F- / I� \ 1 \ 1 / z z // / /� TIMWOF CONC*TRATION �P.) I 0 c y' l l /yl, / / ,� / f � III � ; \ 1 1 I I I �\ \ \ o z W o \ \ \� \ / / // l �<l/ / I I 1 I z / �I. J� �I. / / / �I. �I. �I. �I. I 1 \ \ I I I I I I / �// IV w / 1 � / �' ',, / / �� I I �\ \ I I I�I w �� / 7 / 1� � � % � � \ \ 1 I I / / / N N 1I I BEYOND US-601 \ I I / / / / / / o 0 � _ � W N N IMITS Q6 RAIN�rGE / '/% / / / /// / / / / OF -SITE WST DAo-5 �V �V _ _ I I I / / / / / a LO L0 AREA l;; c / /'i 'i / ; / 1 III I I PO*ST DA Ir �'-- ; \ ) I I I / IN IN �J N 1 � 21 .374`C %k %V `V / _ ; `V `V `V `V.20 A 1.%k 1, \ \ LD LLI DRAINAGE AREA /;7 BETWEEN U S 6 0 1 AND NC 27 , \ N /SEE DA- CULV SHEET IMPERVIOUS BASED m ON AE%IL (TYP.) N o bo = Q z 3 o AEA ( ) �/ _ - / / / / / / / o_ - W Z �- `� / / / / / _� 1 / __r'I---- .�j i / _"' T \ / - '� , 1 / / / / / / / / - Lj N V z Q L) F- w F- w o w / (C,:) N / \ \ \ O � � z /� z W ASSUMED CULVERT BASED ON LIDAR / /, /// , / // / / \ THAT ALLOWS RUNOFF SOUTH OF NC-27 TO I /// /,/, /// / /jV�r j/ N/ N/ '/ / / \ \ z w F m FLOW TOWARDS SITE , / /, / / / / / / / / L } L d o mo LLI , / ) W '00"i 0 o 0 UNKNOWN LIDAR LOW SPOT ASSUMED TO FLOW TOWARDS SITE J / CIVIL ECHNICAL GEO URVEYING STATEVILLE BRANCH OFFICE PO ATO X 54 SESVILLE,NC 28677 O. 704.786.5404 www.cesicgs.com CULVERT WEST IS POST DA 1 AND POST DA 4 IMPORTANT NOTE: NCBELS CORP.NO. C-0263 CULVERT EAST IS POST DA 2 AND POST DA 5 ©COPYRIGHT 2024 # AREA [AC] WOODS [AC] OPEN / GRASS IMP [AC] % IMP COMP CC ENGINEERS SEAL I / / - J / DRAINAGE AREA [AC] 1 16.69 1.19 8.26 7.24 43.4% 0.52 2 21 .37 13.83 5.23 2.31 10.8% C.25 ��\\\, r,AR0,{/fr/�i 3 (CULVERT C) 1.81 0.00 1.53 0.29 1 5.8% 0.32 4 (OFFSITE WEST) 1 38.1 3 65.51 49.86 22.77 1 6.5% 0.3o _ SEAL 5 (OFFSITE SOUTH) 28.20 1 1.44 12.46 4.30 1 5.3% 0.29 TOTAL 206.20 91.96 77.34 36.91 17.9% - IL r �ow DRAINAGE AREA SUMMARY AREA [AC] WOODS [AC] OPEN / GRASS IMP [AC] % IMP / - ' I I I [AG] iii��\+ 10/25/2024 NOTE: UPON SITE VISIT BY LIZ WARLICK, PE, , CULVERT WEST (DA1 + DA4) 154.82 66.69 58.12 30.01 19.4% THERE ARE NO WETLANDS PRESENT CULVERT EAST DA2 + A5 49.57 7.69 3.3%ON-SITE, A5-CULV / I UTILITY NOTES: GENERAL NOTES NARRATIVE o 1. BENCHMARK LOCATIONS AND ELEVATIONS WILL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING 1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AND SUBJECT CONSTRUCTION. N TO THE TOWN OF MIDLAND NC POLICIES AND STANDARD SPECIFICATIONS, AND THE NORTH CAROLINA Z M 6�o zQo THE SITE IS LOCATED ON 11777 US-601 , MIDLAND, NC 28107. THE PURPOSE OF 2. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH NCDEQ, TOWN OF MIDLAND AND CABARRUS COUNTY U cfl O a ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. IN THE EVENT o J a z o o �_ THE PROJECT IS TO PREPARE TWO CULVERT CROSSINGS FOR THE CHURCH TO OF CONFLICT BETWEEN THE APPLICABLE STANDARD SPECIFICATIONS THE MORE RESTRICTIVE REQUIREMENTS• WHEN SPECIFICATIONS ARE IN CONFLICT, THE STRICTER SPECIFICATION SHALL BE HELD. - o al ZNo�� 3. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. ANY DAMAGE DONE TO EXISTING m�coocn0 '� ACCESS A NEW OVERFLOW PARKING LOT AND A PERVIOUS HORSE RIDING ARENA. REQUIREMENTS SHALL APPLY. p 8wM2 2. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER UTILITIES (SHOWN OR NOT SHOWN NOT THIS PLAN) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0 � o So �w o R THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SHOWN OR NOT SHOWN UTILITIES PRIOR TO �° a Z ui a o o p^3 240521.000 CONSTRUCTION SEQUENCE FROM MEETING THE REQUIREMENTS OF THE TOWN OF MIDLAND NC ORDINANCES, POLICIES, AND I o T- o��o O p CONSTRUCTION. TO INSURE PROPER LOCATION OF THE UTILITIES, THE CONTRACTOR SHALL CONTACT NC N z 5,J ACQUIRE ALL REQUIRED PERMITS: TOWN OF MIDLAND REVIEW, NCDEQ EROSION CONTROL PERMIT STANDARD SPECIFICATIONS, (AS APPLICABLE) AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS N meow & APPROVALS. ONE CALL AT 1-800-632-4949, AT LEAST 48-HOURS PRIOR TO CONSTRUCTION. NON-SUBSCRIBERS J �=w HOLD A PRE-CONSTRUCTION CONFERENCE ON SITE WITH APPLICABLE AUTHORITIES AND INVOLVED SHALL BE CONTACTED DIRECTLY. C J ~� W N 3. THE CONTRACTOR MUST CONTACT THE TOWN OF MIDLAND AT LEAST 24-HOURS PRIOR TO INITIATING O < STAKEHOLDERS. DETERMINE INSPECTION AND COORDINATION REQUIRED TO MEET PROJECT 4. THE CONTRACTOR SHALL PROVIDE APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO �^ U ANY CONSTRUCTION ACTIVITY. e REQUIREMENTS AND RESPONSIBLE PARTIES ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES. p � 4. THE EXISTING WATER MAIN VALVE RIMS AND STEMS AND THE EXISTING SEWER MAIN MANHOLE RIMS ARE 5. TOPOGRAPHIC SURVEY AND BOUNDARY NOT PROVIDED C L1_ OWNER TO BE RAISED OR LOWERED TO FINAL GRADE, AS APPLICABLE, AND AT LEAST 3-FT OF GROUND COVER 6. THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS - W^N IS TO BE MAINTAINED OVER THE EXISTING UTILITIES AT ALL TIMES. .O ======_- m +' CONTRACTOR ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY __- ENGINEER OF RECORD 5. A MINIMUM OF TEN-HORIZONTAL FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN THE WATER HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY p LINES AND WASTEWATER LINES. WAY WHATSOEVER. NO SUBSURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER (0) = p 6. WATERMAINS SHALL MAINTAIN A MINIMUM FIVE-HORIZONTAL FEET OF SEPARATION FROM ANY TYPES OF 7. AND ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED. FURTHER, NO OPINION IS RENDERED AS TO =__ 0 OVERALL EROSION CONTROL MAINTENANCE OBSTRUCTION, INCLUDING BUT NOT LIMITED TO ANY OTHER UTILITY PROVIDERS LINES OR ANY VIOLATION OF AN ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED = ==- - LOCATE AND INSTALL CONSTRUCTION ENTRANCE EQUIPMENT. IF AN EXCEPTION IS GRANTED A MINIMUM OF ONE-VERTICAL FOOT OF SEPARATION MUST TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION - STAKE LIMITS OF DISTURBANCE FOR THE SITE. BE MAINTAINED BETWEEN THE CITY'S PUBLIC MAINS AND THE MAINTENANCE OBSTRUCTION AND THE OF SUCH ENVIRONMENTAL LAWS SHOULD THEY EXIST. O ==_ -= - STAKE AND INSTALL SILT FENCE AS SHOWN ON C400 CITY'S PUBLIC MAINS WITH ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED OF DUCTILE IRON 8. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE z - INSTALL PERIMETER DIKES AND WATTLES TO PREVENT OFFSITE RUNOFF FROM ENTERING THE SITE. PIPE OR AN APPROVED FERROUS MATERIAL WITH JOINTS THAT ARE EQUIVALENT TO POTABLE WATER CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL - INSTALL CULVERT WEST AND EAST AND PREPARE RIP-RAP APRONS BASED ON DETAIL ON C420. MAIN STANDARDS FOR A DISTANCE OF TEN FEET ON EITHER SIDE OF THE POINT OF CROSSING. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO SEED AND MAT SLOPES OF CULVERT WEST AND CULVERT EAST IMMEDIATELY 7. IF A WATER LINE CROSSES UNDER A SEWER LINE, REGARDLESS OF DEPTH, THEN BOTH THE WATER NORMAL HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TOWN/COUNTY, LINE AND THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR AN APPROVED THE OWNER'S REPRESENTATIVE AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR - INSTALL ROCK RING AT CULVERT INVERT INS (SOUTH SIDE) FERROUS MATERIAL WITH JOINTS THAT ARE EQUIVALENT TO POTABLE WATER MAIN STANDARDS FOR A ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY - USE RECOMMENDED VEHICLE PATH DISTANCE OF TEN FEET ON EITHER SIDE OF THE POINT OF CROSSING. ARISING FROM THE SOLE NEGLIGENCE OF THE TOWN/COUNTY, THE OWNER'S REPRESENTATIVE OR THE - BEGIN SKIMMER BASIN 1 INSTALLATION; STOCKPILE SEDIMENT AT TEMP. SEDIMENT STOCKPILE, 8. THE DEVELOPER SHALL APPLY FOR WATER AND SEWER SERVICE AND PAY APPLICABLE TAP FEES. ENGINEER. ENSURE THE TOE OF STOCKPILE IS NOT WITHIN 50' OF THE TOP OF SKIMMER BASIN OR TEMPORARY FINAL DETERMINATION OF LOCATION OF SERVICE IS AT THE DISCRETION OF THE TM OF MIDLAND. 9. CONTRACTOR SHALL VERIFY PROPERTY LINES, BUILDING DIMENSIONS, AND ALL OTHER SITE CONDITIONS a DIVERSIONS AND PERIMETER DIKES AS DELINEATED ON C400. PRIOR TO CONSTRUCTION. ANY SIGNIFICANT VARIATIONS SHALL BE REPORTED TO THE ENGINEER N o It PREPARE SKIMMER BASIN EMERGENCY WEIR AND ENSURE SILT FENCES DO NOT COLLECT SKIMMER IMMEDIATELY. N N BASIN DISCHARGE FROM SKIMMER AND WEIR. 10. CESI HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS AND _ o - BEGIN GRADING AS SHOWN ON C400, CLEAR WOODS AT CORNER OF RIDING ARENA AS NEEDED. DESIGNS IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY INSTALL TEMPORARY PIPE TO COLLECT RUNOFF FROM ROADSIDE 3:1 CUT SLOPE SEEDING SPECIFICATION WITHOUT FIRST OBTAINING EXPRESSED WRITTEN PERMISSION FROM CESI. 11. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE w - INSTALL GRAVEL DRIVE ONLY ON RECOMMENDED VEHICLE PATH 3:1 OR FLATTER SLOPES (TEMPORARY AND PERMANENT SEEDING) JOB AND CESI SHALL BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS, CONDITIONS, w o - INSTALL TEMPORARY DIVERSION DITCH TO GUIDE RUNOFF INTO SKIMMER BASIN, USE SLOPE DRAINS TO AND SPECIFICATIONS SHOWN BY THESE DRAWINGS. F MINIMIZE EROSION TO SSB AND INSTALL RIPRAP AS PER SLOPE DRAIN DETAIL TO PROTECT BOTTOM o OF SKIMMER. z 1.APPLY AGRICULTURAL LIME AT A RATE OF 3 TONS PER ACRE uj- ONCE THE SITE IS SUBSTANTIALLY STABILIZED, CALL FOR AN NCDEQ EC INSPECTION BEFORE o m DECOMMISSIONING OF SSB-1 2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT A RATE OF 20 LBS/ 1000 SQ. FT. CL z m w o - UPON APPROVAL FROM NCDEQ EC SITE INSPECTOR, REMOVE SSB-1 SKIMMER UNIT, OTHER INTERNAL 3.SEE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: N m 0 COMPONENTS, AND REMOVE EMERGENCY WEIR AND CLOSE THE SILT FENCE NORTH OF THE SKIMMER w O DATES TYPE PLANTING RATE o 0 O AND WITH THE SILT FENCE SOUTH OF THE EMERGENCY WEIR. EARTHWORK NOTES w AUGUST 15 - NOVEMBER TALL FESCUE 300 LBS/ACRE - BEGIN DECOMMISSIONING OF SSB-1 USING SOIL FROM TEMP. SEDIMENT STOCKPILE z z z - GRADE SKIMMER AREA TO MATCH C300 AND CONNECT GRAVEL DRIVE WHERE EMERGENCY WEIR USED NOVEMBER 1 - MARCH 1 TALL FESCUE 300 LBS/ACRE 1. GENERAL: EARTHWORK SHALL INCLUDE THE LOOSENING AND REMOVAL, TRANSPORTING, STORAGE, BACKFILLING, GRADING o TO BE. ABRUZZI RYE 25 LBS/ACRE AND ALL HANDLING OF NATURAL SOIL, DEPOSITED SOILS, OR ROCK FOR CONSTRUCTION OF ALL WORK UNDER THIS z - INSTALL CULVERT C AS SHOWN ON C300 AND SEE AND MAT SLOPES IMMEDIATELY; INSTALL RIPRAP MARCH 1 - APRIL 15 TALL FESCUE 300 LBS/ACRE CONTRACT. U- o APRON FOR CULVERT C AND EXTEND RIP RAP TO TOE OF FILL SLOPE AS SHOWN ON C300 APRIL 15 - JULY 30 MULLED COMMON BERMUDA GRASS 30 LBS/ACRE 2. STRIPPING AND STOCKPILING OF TOPSOIL: STRIP ALL TOPSOIL TO ITS ENTIRE DEPTH IN THE AREAS TO BE GRADED AND o 0 PILE IN APPROVED OR DESIGNATED AREAS BEFORE ANY GRADING OR FILLING IS BEGUN. SOIL SHALL BE FREE FROM w - ADJUST SILT FENCE AND ROCK WEIRS TO NOT COLLECT DISCHARGE FROM CULVERT C z w JULY 30 - AUGUST 15 TALL FESCUE 300 LBS/ACRE CLAY, LARGE STONES AND DEBRIS. THIS TOPSOIL SHALL BE USED FOR FINAL FINISH GRADING. 3 cy REPLACE ANY GRAVEL THAT IS DETERIORATED FROM EROSION CONTROL WITHIN THE RECOMMENDED BROWN TOP MILLET 30 LBS/ACRE 3. EXCAVATION FOR STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR o0 PATH AND INSTALL GRAVEL TO CONNECT THE RECOMMENDED PATH WHERE THE EMERGENCY WEIR uj MINUS 0.10'. o USED TO BE. 4 REMOVAL OF UNSATISFACTORY SOIL MATERIALS: EXCAVATE EXISTING FILL MATERIAL AND UNSATISFACTORY NATURAL SOIL z EMULSION COMPLETE FINAL SEEDING, LANDSCAPING, AND SITE CLEANUP. 4. WITH STRAW APPLIED AT A RATE OF 75-100 LBS/1000 SQ. FT. TACK WITH ASPHALT . MATERIALS ENCOUNTERED THAT EXTEND BELOW REQUIRED ELEVATIONS TO DEPTH DIRECTED BY THE SOILS ENGINEER. EMULSION AT A RATE OF 400 GALLONS PER ACRE. LATERAL DIMENSIONS, DEPTH AND VOLUME SHALL BE DETERMINED BY SOILS ENGINEER. PAYMENT SHALL NOT BE MADE 2 IMPORTANT NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IF APPROVED 5.INCREASE MULCH FROM JANUARY TO MARCH TO 100-125 LBS/ACRE. FOR MATERIALS REMOVED IF THE SOILS ENGINEER IS NOT PRESENT AT THE TIME OF REMOVAL. MEASURES ARE NOT ADEQUATE. 6.OVER SEED ALL APPLICATION SEPTEMBER 1, WITH TALL FESCUE AT THE RATE OF 150 5. ROCK EXCAVATION: WHERE EXPLOSIVES ARE USED, WORK SHALL BE DONE BY EXPERIENCED POWDERMEN USING SMALL CHARGES IN STRICT ACCORDANCE WITH ALL REGULATIONS GOVERNING THIS WORK. BLASTING WILL NOT BE PERMITTED LBS/ACRE UNTIL STAND OF GRASS IS ESTABLISHED WITHOUT SPECIAL AUTHORIZATION OF THE OWNER, THE ENGINEER, AND LOCAL AUTHORITIES. THE CONTRACTOR SHALL BE ONCE THE SITE IS SUBSTANTIALLY STABILIZED, CALL FOR AN INSPECTION BEFORE REMOVAL OF o 0 TEMPORARY MEASURES. RESPONSIBLE FOR ANY DAMAGE OR INJURY TO ANY PERSONS, PROPERTY, OR STRUCTURES AS A RESULT OF HIS � BLASTING OPERATIONS. PAYMENT WILL BE MADE FOR ROCK EXCAVATION IN AN AMOUNT PER CUBIC YARD INDICATED ON UPON APPROVAL FROM SITE INSPECTOR, BEGIN DECOMMISSIONING OF TEMPORARY EROSION CONTROL SLOPES GREATER THAN 3:1 o N N MEASURES: THE BID FORM. o 0 REMOVE SEDIMENT FROM ROCK RING OR REMOVE SEDIMENT AND ROCK RINGS AND EXTEND RIP RAP 6. PROOFROLLING: FOLLOWING THE STRIPPING AND NECESSARY UNDERCUTTING, THE EXPOSED SUBGRADE SHALL BE OL UNDER THE OBSERVATION OF THE SOILS ENGINEER BEFORE NEW FILL IS PLACED OR AFTER CUTS ARE APRON FOR CULVERT A AND CULVERT B TO MATCH C300. 1.APPLY AGRICULTURAL LIME AT A RATE OF 3 TONS PER ACRE MADE TO EVALUATE MADE TO THE SUBGRADE STABILITY. THE PROOFROLLING EVALUATION SHALL BE PERFORMED USING A HEAVILY REMOVE SILT FENCE, ROCK WEIRS, TEMPORARY DIVERSIONS, PERIMETER DIKES, AND WATTLES ALONG 2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT A RATE OF 20 LBS/ 1000 SQ. FT. LOADED DUMP TRUCK OR SIMILAR PNEUMATIC-TIRED VEHICLE WITH A MINIMUM LOADED WEIGHT OF 25 TONS. THE SOILS SITE BOUNDARY. FINAL SEED REMAINING DISTURBED AREAS. ENGINEER WILL PROVIDE RECOMMENDATIONS FOR TREATMENT IF UNSTABLE SOILS ARE OBSERVED DURING THE REMOVE SILT FENCE AND ROCK WEIRS ALONG STREAM BUFFER AND ANY OTHER TEMPORARY EROSION 3.SEE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: PROOFROLLING OPERATIONS. zo CONTROL ITEMS. FINAL SEED REMAINING DISTURBED AREAS. DATES TYPE PLANTING RATES 7. SUBGRADE MAINTENANCE: WATER FROM STORM RUNOFF SHALL BE CONTROLLED DURING EARTHWORK AND CONSTRUCTION U) a FINAL CLEANUP OF REMAINING SITE. ACTIVITIES BY INTERCEPTING AND DRAINING THE RUNOFF AWAY FROM THE SITE TO PREVENT WATER FROM PONDING ON OR > MARCH - JUNE 1 SWITCH GRASS 150 LBS/ACRE w CALL FOR FINAL CLOSEOUT INSPECTION. SATURATING THE SOILS WITHIN THE EXCAVATIONS OR ON FINAL GRADES. MARCH - APRIL ADD TALL FESCUE 150 LBS/ACRE 8. FILL MATERIAL: THE GENERAL CONTRACTOR SHALL FURNISH ALL FILL REQUIRED TO BRING THE GRADES TO LEVEL AS JUNE - SEPTEMBER 1 TALL FESCUE 150 LBS/ACRE SHOWN ON THE DRAWINGS. FILL MATERIAL SHALL BE COMPACTED BY AN APPROVED METHOD TO THE REQUIREMENTS EROSION AND SEDIMENTATION CONTROL GENERAL NOTES BROWN TOP MILLET 30 LBS/ACRE LISTED IN NOTE 6. IN NO CASE SHALL FILL CONTAIN TRASH, DEMOLITION DEBRIS, OVERSIZED MATERIAL (>3"), OR SEPTEMBER - MARCHI SWITCH GRASS 150 LBS/ACRE ORGANIC MATERIAL OF ANY KIND. IN ADDITION, HIGH PLASTICITY SILT AND CLAY (PLASTICITY INDEX>30) SHALL ONLY BE 1.OFF-SITE BORROW OR WASTE, IF ANY, REQUIRED FOR THIS PROJECT MUST COME TALL FESCUE 150 LBS/ACRE USED AS COMMON FILL. NO FILL SHALL BE PLACED UNTIL THE SOIL HAS BEEN CHECKED BY A LABORATORY AND FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED APPROVED BY THE SOILS ENGINEER. THE MOISTURE IN THE SOIL SHALL NOT VARY MORE THAN 3% ABOVE OR 3% UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF BROWN TOP MILLET 30 LBS/ACRE BELOW THE OPTIMUM WHEN IT IS BEING INSTALLED IN THE FILL. SOLID WASTE MANAGEMENT. 9. INSTALLATION OF FILL: ALL FILL SHALL BE FORMED OF APPROVED MATERIAL PLACED IN SUCCESSIVE LAYERS OF NOT 2.TRASH/DEBRIS FROM DEMOLOTION ACTIVITIES OR GENERATED BY ACTIVITIES ON SITE MORE THAN 8" IN DEPTH. EACH SUCCESSIVE LAYER SHALL BE THOROUGHLY COMPACTED WITH APPROVED MECHANICAL MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID 4.MULCH WITH STRAW APPLIED AT A RATE OF 75-100 LBS/1000 SQ. FT. TACK WITH ASPHALT TAMPERS TO THE REQUIRED DENSITY AND TESTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF THE U N o EMULSION AT A RATE OF 400 GALLONS PER ACRE. PROVIDE MATTING AS NOTED FOR SLOPE NEXT LAYER. ALL FILL SHALL BE AT OPTIMUM MOISTURE CONTENT WHEN COMPACTED AS FOLLOWS IN ACCORDANCE WITH Z a WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION IN EXCESS OF 2:1 OR SLOPES NOTED AS RECEIVING MATTING. MATTING TO BE INSTALL IN ASTM D698: U_ w 00 OF WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 48 .0110] a 3.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DETAILS PROVIDED F- z CHAPTER 4 EROSION AND SEDIMENTATION CONTROL AND NCDENR EROSION AND STRUCTURE TOP 12" 100% = Q z W w mo 5.INCREASE MULCH FROM JANUARY TO MARCH TO 100-125 LBS/ACRE. U o - w z SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL REMAINDER 95% U = m U 6.OVER SEED ALL APPLICATION SEPTEMBER 1, WITH TALL FESCUE AT THE RATE OF 150 N a } CONTACT DURING CONSTRUCTION LBS/ACRE UNTIL STAND OF GRASS IS ESTABLISHED COMMON ALL DEPTH 92% c) D m m < CONTRACTOR - TBD W z m o 7.SEEDING RATES AND PROCEDURES SHALL BE ADJUSTED FOR THE LOCALITY, AND APPROVED v � w � ENGINEER - CESI DRIVES & TOP 24" 98% V) o w o w LIZ WARLICK 704-648-2684 BY THE ENGINEER OF RECORD. PARKING REMAINDER 95% z &CONTRACTOR SHALL PROVIDE A SMOOTH GRASSED SURFACE FREE OF SURFACE m 0 g m 0 a 0 2 4.EROSION CONTROL INSPECTIOR - LILY KAY 704-235-2137 IRREGULARITIES, RIDGES, FURROWS, HOLES AND DIPS. THE OWNER SHALL FURNISH AND PAY FOR ALL FILL TESTING. Z � c0i a_ a a_ a 5.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021 ROCK DEFINITION O to o zo 6.SOIL TYPES BaB - BADIN CHANNERY SILT LOAM, 2 TO 8 PERCENT SLOPES WE SUGGEST THAT "ROCK" BE DEFINED AS THE FOLLOWING: U F_Ld o HSG C SELF INSPECTION A. GENERAL EXCAVATION: O O N o PERSONS CONDUCTING LAND-DISTURBING ACTIVITIES LARGER THAN ONE ACRE MUST INSPECT THEIR ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE-TOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A Z M KkB - KIRKSEY SILT LOAM, 1 TO 6 PERCENT SLOPES PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING. THE DRAW BAR PULL RATED AS NOT LESS THAN 65,000 POUNDS (CATERPILLAR D8K OR EQUIVALENT) OR EXCAVATED BY A J J ^ o HSG C FINANCIALLY RESPONSIBLE PARTY, LANDOWNER OR THEIR AGENT MAY CONDUCT THE INSPECTION. FRONT-END LOADER WITH A MINIMUM BUCKET BREAKOUT FORCE OF 30,000 POUNDS (CATERPILLAR 973 OR EQUIVALENT). Q < z 04 ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION CONTROL a B. TRENCH EXCAVATION: ``' MsA - MISENHEIMER CHANNERY SILT LOAM, 0 TO 4 PERCENT SLOPES BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A BACKHOE HAVING A BUCKET CURLING FORCE RATED AT NOT LESS THAN W z w HSG C/D [D ASSUMED] SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, 42,000 POUNDS (CATERPILLAR 325BL OR EQUIVALENT). Z I z STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS 7.RIVER BASIN - YADKIN PEE-DEE MUST BE INSPECTED. ALL SEDIMENT TRAPS AND BASIN MUST BE PHYSICALLY FIELD MEASURED EITHER NOTE: Z Ld w m WITH A TAPE MEASURE OR SURVEYED. THE RELATIVE ELEVATION OR DEPTH OF THE POND MUST ALSO BE IF THE CONTRACTOR ELECTS TO USE EQUIPMENT WITH POWER RATINGS THAT EXCEED THE MINIMUM POWER RATINGS V,J o r &RECEIVING WATER COURSE - ANDERSON CREEK TO ROCKY RIVER TO PEE-DEE m o RIVER RECORDED. UNLIKE THE NPDES SELF-MONITORING REPORT, THE SELF-INSPECTION REPORT FOR DESCRIBED IN THE SPECIFICATION, THEN ROCK WILL BE DEFINED BASED ON THE ACTUAL EQUIPMENT USED. U w z Y a. LAND-DISTURBING ACTIVITY DOES NOT HAVE TO BE WEEKLY. RATHER, THIS REPORT IS COMPLETED AFTER - � o EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS COMPLETE. NOT EVERY N Q w uj PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT THE LIST OF PHASES INCLUDES THE FOLLOWING: 0 o 0 2 NOTE: CULVERT & CULVERT B SHOULD BE INSTALLED AND STABILIZED IN THE EARLY INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES; GRADING NOTES CULVE CLEARING AND GRUBBING OF EXISTING GROUND COVER; STAGES OFF CONSTRUCTION COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS; 1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE PLANS, REPRESENT THE DESIGNER'S CULVERT C WILL BE INSTALLED AFTER THE SKIMMER BASIN IS DECOMMISSIONED INSTALLATION OF STORM DRAINAGE FACILITIES; UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY AND STABILIZED IMMEDIATELY. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; THE LOCATION, DEPTH, AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, GAS, WATER, ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. TELEPHONE, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE ALL EROSION CONTROL MEASURES SHALL REMAIN THROUGH ALL STAGES OF THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE SITE. ANY UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OR THE INCLUSION OF UTILITY CONSTRUCTION AND CAN ONLY BE REMOVED ONCE THE LAND QUALITY INSPECTOR DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE HAS EXPLICITLY APPORVED OF THE DECOMMISSIONING OF EROSION CONTROL SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE MEASURE. BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT N.C. ONE-CALL CENTER ® (800-632-4949). CIVIL SITE. 2. CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY LOCAL AND STATE IF THE NCDEQ LAND QUALITY INSPECTOR DOES NOT GIVE AN EXPLICIT APPROVAL, REGULATIONS. ALL MEASURES SHALL BE IN PLACE PRIOR TO STARTING ANY GRADING. GEOTECHNICAL THE EROSION CONTROL MEASURE SHALL REMAIN UNTIL THE END OF CONSTRUCTION. SELF MONITORING RAIN GAUGE REQUIRED ON SITE 3. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL CONFORM TO LOCAL CITY/COUNTY LAND SURVEYING ADDITIONAL MEASURES MAY BE REQUIRED, CENTRAL COWBOY CHURCH WILL BE DEDICATED DEMOLITION, WASTE STOCKPILES, SOIL STOCKPILES LOCATED 50 FEET FROM STORM DRAINS OR DEVELOPMENT STANDARDS. STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE 4. ANY UNSUITABLE MATERIALS ARE TO BE QUALIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO REMOVAL. STATEVILLE BRANCH OFFICE RESPONSIBLE WITH CONTROL OF SEDIMENT ON-SITE, IF THE APPROVED MEASURES INSPECTION OF ALL e&sC MEASURES AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER STORM CONTRACTOR SHALL NOTIFY OWNER OR OWNER'S REPRESENTATIVE IF UNSUITABLE MATERIAL IS PROVE INSUFFICIENT, THE CHURCH SHALL TAKE ADDITIONAL STEPS NECESSARY TO EVENTS GREATER THAN A HALF INCH OF RAIN (DURING A 24 HOUR PERIOD) UNCOVERED. PO BOX 54 STOP SEDIMENT FROM LEAVING THE SITE. IMMEDIATE CORRECTIVE ACTION FOR AN DEVICE/MEASURE FAILURE 5. ANY EXCESS SOIL TO BE WASTED ON-SITE SHALL BE PLACED IN AREA DESIGNATED BY OWNER. WASTE STATESVILLE,NC 28677 ALL FORMS CAN BE FOUND AT AREAS SHALL BE STABILIZED TO ENSURE EROSION CONTROL OF SLOPED AREAS. TOPSOIL SHALL BE 0. 704.786.5404 httl2://dea.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms STRIPPED AND STOCKPILED IN AREA DESIGNATED BY OWNER. ALL EROSION CONTROL MEASURES SHALL BE REMOVED UPON SITE STABILIZATION AND APPROVAL OF 6. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER IF SUBSURFACE DRAINAGE SYSTEMS www.cesicgs.com EROSION CONTROL INSPECTOR. ALL DISTURBANCE DURING REMOVAL SHALL BE MATTED AND SEEDED ARE INSTALLED. NCBELS CORP.NO. C-0263 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 UNLESS OTHERWISE NOTED ON THE PLANS. IF REQUIRED STABILIZATION TIME FRAMES DESIGN CALLS FOR SLOPE GREATER THAN 2:1 AND IS GREATER THAN TEN (10) FEET IN HEIGHT, ©COPYRIGHT 2024 SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS SLOPE MUST BE MATTED OR BENCHED. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE ENGINEERS SEAL TERRACING. PERIMETER DIKES, SWALES, DITCHES AND 7 CAL. DAYS NONE 8. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION SLOPES OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES. 111111111l�1+It HIGH QUALITY WATER (HOW) ZONES 7 CAL. DAYS NONE 9. ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN IS A VIOLATION OF THE CITY/COUNTY � � CARD{r{•fr EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES. ••, IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE 10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD �•� � •, SLOPES STEEPER THAN 3:1 7 CAL. DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION SHALL BE OBTAINED FROM THE AFFECTED e $O PROPERTY OWNER(S). SEAL SLOPES 3:1 OR FLATTER 14 CAL. DAYS 7 CAL. DAYS FOR SLOPES GREATER THAN 50' IN 11. ANY LAND DISTURBING ACTIVITY GREATER THAN FIVE (5) ACRES REQUIRES COMPLIANCE WITH ALL _ LENGTH CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT _ O 4 ALL OTHER AREAS WITH SLOPES FLATTER 14 CAL. DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES DISCHARGE ELIMINATION SYSTEM (PERMIT N0. NCG010000). ANY PERMIT NON-COMPLIANCE IS A THAN 4:1 VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE N.C. DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES. 12 ON-SIT T ATO BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONINGADMINI fff}}}+�� QII I�� • 13. NO BURNING IS ALLOWED. 10/25/2024 14. A GRADING PLAN SHALL BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY APPROVED. Ld 52 SITE aI 025, zoo - o 0o w9 Lj i N ZZ OH 0 50 100 O < W L FEET e^ C) O F- ILL. N 1 = 50 FEET 'o m A 0 Fg� ------------------- IMPORTANT NOTE: / // _ / / / / DUE TO LIDAR USAGE, / / / / / / / \ / / / / / _ -__ U VICINITY MAP I / / / ACTUAL CULVERT INVERTS MAY VARY, AS AERIAL VERSUS LIDAR 1" = 2000' I I 1 / / / / r DOES NOT SHOW ACCURATE DITCH LOCATION I I / I CONTRACTOR SHALL ENSURE CULVERTS HAS A MINIMUM __ __ SLOPE OF 0.5%, STEEPER PREFERRED. / / / / // / / // / // // / / / / / / - - \ / / // / // Z -_:_-- \ CONTRACTOR SHALL ENSURE 2.5' MIN. COVER CULVERT A WILL VARY GREATLY IN THE FIELD VERSUS AS SHOWN ON PLAN. CONTRACTOR SHALL ENSURE 1.0' MIN COVER FOR CMP PIPES AND 2.50' FOPR CULVERT C HDPE PIPE CONTRACTOR TO ENSURE 0.5% MIN SLOPE IF PLAN SLOPES CAN NOT / / / / / / / / / / / / / / ' \ BE ACHIEVED; IF FIELD CONDITIONS ALLOW FOR A STEEPER SLOPE, / / / / / / / / / / / / / / / ' \ \ \\ ✓ / // /' \\\ \\\ // // // / No CONTRACTOR SHALL INSTALL AS STEEP AS EXISTING WILL ALLOW. // / / / / // // / / / / / // // / // // - - \ - / / - \ J / N I / / TUCKER AM / / / / / / / / / / N0 It N I TUCKER ERRY TRUSTEE \ / / / / / / a) o PIN: 5 52199900000 // / /DB 6465/0037 54.�2LF/112'HD /1.60% MIN' ( I \ CULVERT B / / //CU � ENT Cl (CULVERT EA5T) / / / M 504.79/ / / / / / / �b / / / / \ / \— _ / � _ a F- _ NV 6UT: 4.8 /NW / / / / \ \ / / , o Z \ / o w / z z I I \ I \ INV OUT B1-B / / IM: 501.50 CL Z INV. IN: 50 . S Lw o� • - �- On I�OUTAl B W p/ wCULVERTS 37.18LF 48" 00% ZS°7 gz(CULVERT WEST) STP EFERRED o \ \ \ \ \ I 1 I \ I I \ CULVERT A DATA / CULVERT C DA A / / / / // / / / / / / / / / \ / ' \ / / o z \ \ \ \ I I 1 l I I I I \ 0: 293.57 CFS / ✓ 4.26 C / / / / / / / / / / / / / / _ _ / o 40.64LF/48"/0.50% MIN / 10:1 FILL I / / / / // / / / // // // / / / /' // ✓ - ' 0 0 \ \ \ \ \ 1 I I \ I I I I I EFERRED CULVERT DATA \ SLOPE / / / / / / / // / // /' , / / \ \\ // z w QA- _l97. CFs l /l I I' l / / / — _ \ / / \ \ / / 3 ABARRUS COUNTY 2FT w 10.1 FILL \ \ . / / c)Cav�0URS AREUSED. z 10:1 cudsLO 1 FT bUDS ARE SLOPESLOPE C30WTERPOLATEBY � \ I I I / I _ .� / / / ✓ AND ARE DISPLAYED I I I l l l 1— N N /NCDOT CLASSIFICATION: I I I \ \ \ \ INV IN Al-A I o N ti� \ / \ \ / 04 � I I l I I l l l l US HWY 601 I I \ \\ \ \ ' �I \ I m 1 .1 / `� / /' \ ,/ o N N MIDLAND NC 2$10�� I \ `s3 \\ \ I I I I Y \ `o 'h% �� \ ° / \ m / g`L \ / o 0 I I I II I II II II II I iI II I II \ r.. �'�::•::.��•/, / �1� .` .;. .:,:^•: 1 �CONTRACTOR TO ADJUST RIP-RAP APRON Ir TO STAY WITHIN THE EXISTING DITCH � EXISTING CONDITIONS MAY VARY VER�US PLANS o I I � 3:1 CUT \ / n N h � SLOPE / R PIN: 5 5COWBOY� 00/ I I I I I I II I s6�,INSTALL ALL RIP-RA o 521815000 > NAS PER "PROJECT CULVERT DBp 16968/0109 > I I I wPIPES RIP-RAP APRON" DETAIL BELOW \\ \ // / Q ,� I I I QI \\ / ro Ln lLn10.00. 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TO COVER CULVERT SURFACE `p TO PREVENT EROSION TO PREVENT EROSION www.cesicgs.com ALONG FACE OF PIPE ALONG FACE OF PIPE / \ / / / ✓ _ _ _ - _ _ — / � / / \ 1\ 1 I I I 1\ 1\ \ / '' � / � / \\ I I I I I I / / / / HT 20 NCBELS CORP. O. C 0263 ©COPYRIG ENGINEERS SEAL Ed I M I 11;c / / 1111>11111�1+1t / 101? \\ \ \ \ \ \ \ \\ \\ / / / / // I / i I i I i I I I i I I I _ SEAL _ III I I- w l l I I III—III- I / s� 1 \ \ \ \ \\ \ I I I I / / / / / / / - - -/ / �/ I I I I I I I I I I X}ff Mir. / 0�� I/ / ll ��''`` / I I I -Flo�c_ GEOTEXTILE FABRIC GEOTEXTILE FABRIC 10/25/2024/ / - \ I I I I I 1 \ \ I I I I I I I � / / / / // / I RIP-RAP APRON RIP-RAP APRON / // \ \ I I I I \ \ \ I I I I I I I I I / / / , NOTE: BASED ON RIP-RAP BASED ON RIP-RAP / \ I 1 \ I I I ( / / / APRON DETAIL ON C420 APRON DETAIL ON C420 UPON SITE VISIT BY LIZ WARLICK, PE, W - SEE RIP-RAP APRON ON C420 � to \ I I I I 1 \ \ I I I I I I I I I II \ // / / THERE ARE NO WETLANDS PRESENT FOR DIMENSION 2024 PROJECTING CULVERT PIPES RIP-RAP APRON NTS ON—SITE.