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Home My WebLink About20240729_South_Carter_Industrial_Plans PRELIMINARY NOT RELEASED FOR CONSTRUCTION CA o l � �oFEss SEAL -_ 0 5 - EE 1: 1 1 F F /k ID /k 1: 14 F GINE�� 03 2� ZOZ�f CONSTRUCTION DOCUMENTS 'o o N E �_ J co Q SANFORD NORTH CAROLI NA w z 0 Q Z1--- z z =) z Sheet List Table Q LL a � o Sheet Number Sheet Title M ~ co Z z C0.0 COVER SHEET LU O O O C1.0 EXISTING CONDITIONS a x � O c ° � � O 0� 0� U) C2.0 OVERALL SUBDIVISION PLAN coccn O C2.1 DETAILED SITE PLAN - SHEET 1 OF 5 = w O O w DEVELOPER : CIVIL ENGINEER: C, c o C2.2 DETAILED SITE PLAN - SHEET 2 OF 5 0 � o O U C2.3 DETAILED SITE PLAN - SHEET 3 OF 5 U- U- z SOUTH CARTER INDUSTRIAL PARK, LLC TIMMONS GROUP C2.4 DETAILED SITE PLAN - SHEET 4OF5 Uj co co c 144 HAWKI N S AVE 5410 TRINITY ROAD C2.5 DETAILED SITE PLAN - SHEET 5 OF 5 = o SANFORD, NC 27330 SUITE 102 C3.0 OVERALL UTILITY PLAN C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 6 o O MARK LYCZKOWSKI RALE I G H, NC 27607 C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 6 (D PH : (919) 842-0334 RICK BAKER, P.E. C3.3 DETAILED UTILITY PLAN - SHEET 3 OF 6 C3.4 DETAILED UTILITY PLAN - SHEET 4 OF 6 0 EMAIL: MARK@FIG.LLC RICK.BAKER@TlMMONS.COM C3.5 DETAILED UTILITY PLAN - SHEET 50F6 > w o 0 0 PH : (919) 866-4939 ~ \ \ \C3.6 DETAILED UTILTY PLAN - SHEET 6 OF 6 v p � o N Q N co co � o 0 C3.7 SANITARY SEWER SCHEDULE zO C4.0 OVERALL GRADING AND DRAINAGE PLAN DATE C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 6 ? 1211512023 0 C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 6 } DRAWN BY C4.3 DETAILED GRADING AND DRAINAGE PLAN - SHEET 3 OF 6 332 C4.4 DETAILED GRADING AND DRAINAGE PLAN - SHEET 4 OF 6 • DESIGNED BY C4.5 DETAILED GRADING AND DRAINAGE PLAN - SHEET 5 OF 6 SITE DATA TABLE • 332 � t C4.6 DETAILED GRADING AND DRAINAGE PLAN - SHEET 6 OF 6 PROJECT: SOUTH CARTER INDUSTRIAL PARK SITE C5.0 EROSION CONTROL PLAN PHASE 1 • CHECKED BY • PROJECT ADDRESS: 0 NC 87 HWY, SANFORD, NC C5.1 EROSION CONTROL PLAN PHASE 1 - SHEET 1 OF 5 R. BAKER 9660-53-0622, 9660-34-1873 (PLAT 2023 PG 146) C5.2 EROSION CONTROL PLAN PHASE 1 - SHEET 2 OF 5 • • SCALE PIN #: 9660-23-7579, 9660-33-6802 9660-13-8685, 9660-35-9486 (PLAT 2023 PG 146) C5.3 EROSION CONTROL PLAN PHASE 1 - SHEET 3 OF 5 • AS NOTED DB 1740 PG 507, DB 1720 PG 860, co C5.4 EROSION CONTROL PLAN PHASE 1 - SHEET 4 OF 5 • DEED: 00 DB 1576 PG 52, DB 1628 PG 285 DB 1730 PG 889 0 C5.5 EROSION CONTROL PLAN PHASE 1 - SHEET 5 OF 5 • ZONING: LI & C2 z C5.6 OVERALL EROSION CONTROL PLAN PHASE 2 EXISTING USE: VACANT C5.7 DETAILED EROSION CONTROL PLAN PHASE 2 - SHEET 1 OF 5 PROPOSED USE: INDUSTRIAL 3- C5.8 DETAILED EROSION CONTROL PLAN PHASE 2 - SHEET 2 OF 5 FEMA MAP: #3710966000J (EFFECTIVE 09/06/2006) C5.9 DETAILED EROSION CONTROL PLAN PHASE 2 - SHEET 3 OF 5 TOTAL EXISTING 140.89 AC C5.10 DETAILED EROSION CONTROL PLAN PHASE 2 - SHEET 4 OF 5 ° OS TRACT AREA: 140.89 AC C5.11 DETAILED EROSION CONTROL PLAN PHASE 2 - SHEET 5 OF 5 7.52 AC (9660-53-0622) C5.12 DETAILED EROSION CONTROL - INSETS U PROPOSED TRACT 9.25 AC (9660-35-9486) (PLAT 2023 PG 146) C5.13 DETAILED EROSION CONTROL - INSETS 7.50 AC (9660-34-1873) (PLAT 2023 PG 146) AREA: 61.08 AC (9660-26-7579) C5.14 EROSION CONTROL NOTES AND DETAILS o 15.75 AC (9660-33-6802)39.79 AC (9660-13-8685) C5.15 EROSION CONTROL NOTES AND DETAILS r fV LIMITS OF C5.16 EROSION CONTROL NOTES AND DETAILS Lr) o 73 DISTURBANCE: 29.0 AC C6.0 ROAD A PLAN & PROFILE - STA. 9+50 TO 21+00 Q EXISTING IMPERVIOUS 0.0 AC / 0 SF/0% C6.1 ROAD A PLAN & PROFILE - STA. 20+00 TO 32+00 U J o AREA: PROPOSED C6.2 ROAD A PLAN & PROFILE - STA. 31+00 TO 40+50 Q Q IMPERVIOUS AREA: 4.68 AC /203,646 SF/3.3% C6.3 ROAD A PLAN & PROFILE - STA. 39+50 TO 49+00 O 1--1 z z O o �Q C6.4 ROAD A PLAN & PROFILE - STA. 48+00 TO 59+50 I LJ C6.5 ROAD B PLAN & PROFILE - STA. 9+50 TO 21+00 V) U w ° O L7 z = C6.6 ROAD B PLAN & PROFILE - STA. 20+00 TO 27+00 W 0 \� C7.0 SANITARY SEWER OUTFALL PLAN & PROFILE U � z Y C7.1 SANITARY SEWER OUTFALL PLAN & PROFILE J ~ o C8.0 OVERALL WATER MAIN EXTENSION PLAN z w w C8.1 DETAILED WATER MAIN EXTENSION - SHEET 1 OF 5 J O O -0 ° a VICINITY MAP C8.2 DETAILED WATER MAIN EXTENSION - SHEET 2 OF 5O �/ U Q� N cl. \ 2 z N „__500� C8.3 DETAILED WATER MAIN EXTENSION - SHEET 3 OF 5 Q U J o o C8.4 DETAILED WATER MAIN EXTENSION - SHEET 4 OF 5 U _ C8.5 DETAILED WATER MAIN EXTENSION - SHEET 5 OF 5 = E C9.0 US HWY-87 ROAD WIDENING PLAN a o N =) U C9.1 US HWY-87 CROSS SECTIONS O O °(D E- z V) L1.0 OVERALL LANDSCAPE PLAN Z ZONING CONDITIONS L1.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 5 2 1. PRIOR TO BEGINNING ACTIVE MINING OPERATIONS, APPLICANT OR SUCCESSOR WILL PAVE WITH L1.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 5 o w ASPHALT OR CONCRETE THE ENTIRETY OF THE 30-FOOT ACCESS DRIVE AND ANY 15-FOOT TURN L1.3 DETAILED LANDSCAPE PLAN - SHEET 3 OF 5 a 0 _o LAND AT THE INTERSECTION OF THE PRIVATE ROAD AND HIGHWAY 87, FROM THE ENTRANCE TO L1.4 DETAILED LANDSCAPE PLAN - SHEET 4 OF 5 co THE CROSSING OF LITTLE RIVER. ; .s M 2. A BUFFER AREA, WHICH MAY INCLUDE BERMS, WILL BE A MINIMUM OF 50 FEET FROM ALL L1.5 DETAILED LANDSCAPE PLAN - SHEET 5 OF 5 Ed o PROPERTY LINES. A MINIMUM OF 50 FEET OF THIS BUFFER WILL BE LEFT UNDISTURBED EXCEPT AS C10.0 SITE AND UTILITIES NOTES AND DETAILS a) REQUIRED TO CONSTRUCT, CREATE, OR MAINTAIN REQUIRED BERMS AND VEGETATIVE BUFFERS. 2 ALL BERMS WILL BE SLOPED NO STEEPER THAN 2:1 AND WILL BE LANDSCAPED ACCORDING TO THE C10.1 STORMWATER NOTES AND DETAILS - SHEET 1 OF 2 RS U SITE PLAN. ALL MINING, LOADING, AND PROCESSING WILL BE SCREENED FROM VIEW FROM C10.2 STORMWATER NOTES AND DETAILS - SHEET 2 OF 2 o ° ADJOINING PUBLIC ROADS OR RESIDENCES, WITH THE POSSIBLE EXCEPTION OF THE TOPS OF SOME co CONVEYORS, EQUIPMENT, OR STOCKPILES. 3. BUFFERS WILL BE MAINTAINED BETWEEN ANY LAND DISTURBANCE AND ANY STREAM OR ® KNOW WHAT'S BELOW. 0 JURISDICTIONAL WETLAND AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF CALL 811 BEFORE YOU DIG. .22 ENVIRONMENT AND NATURAL RESOURCES (NCDENR) AND/OR THE NORTH CAROLINA DEPARTMENT GENERAL NOTE JOB No. o N OF ENVIRONMENTAL QUALITY (NCDEQ) AS THIS DEPARTMENT WAS RENAMED IN SEPTEMBER OF ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 : w Lr) 2015. ANY CROSSINGS OF STREAMS OR WETLANDS WILL BE CONSTRUCTED TO CONFORM TO CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR � o M AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. o M REGULATIONS SPECIFIED BY NCDENR/NCDEQ AND/OR THE US ARMY CORPS OF ENGINEERS. INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED SPECIFICATIONS, AND DETAILS � 0 M DUE TO EXISTING SITE CONDITIONS. CO. 0 L \\ \\ / zz 15"RCP INV.=37753' PRELIMINARY NOT RELEASED \ \\ /+ / INV.=374.52' LEGEND FOR CONSTRUCTION ��` �` // 12"CMP �a -'� \\\\,\111111////J// \\\\ \\\ / INV.=374.94' 7� / DEED LINE \\ `C\�SS/fo � � / BUDDYRODGERS CARTER& / f LINE NOT SURVEYED \ O` Ojlj % ` '�- MURIEL F.CARTER 18"RCP _ _ \\ \ ,` / PIN:9660-46-3204-00 / / �INV.=377.52' EASEMENT LINE z Q, SEAL = \ c 'I J• DB 426,PG 534 I - CENTERLINE OF CREEK - 0 5 \ \ \ / (L \\) )� CUR TIS DA L E KEL L Y TRUS TEE / —OHp— OVERHEAD POWER LINE -IF Lay \ .,\ / PIN:9660-35-9486-00 i� F 1 �tl o c(+� l I OB 1396,PG 979 / UGC PAINTED POWER LINE rr GIN \\ )I� 11 0 Is )1) °r/ 1\t�\� 1.TL� > �r (fG� PAINTED TELEPHONE LINE /'r// D \`\\\ S rll ))() \ �\)t ( \�-_ / 12"CMPAvltI 61 p1)rp r/1_\J I��\ �`1`_� INV..374.39' 111 * (PF-IRON PIPE FOUND TREE 0312020211 (01 /l1I `>r�"��'\\`grl4J \� �� <\) // / 18"RCP O -,/ \c°I)J)J ! \\t\\\\,\\f � p�\ \\\�,�L N� , / / INV.=374.49' 1`\\ lRF-IRON ROD FOUND X EXCEPTION NUMBER J /I t • IRS-IRON ROD SET l )�� `�Il �l�r�k�, �< (1`)/`� _") 1 / / ° ` 0 CP-COMPUTED EASEMENT POINT R/W-R/GHT-OF-WAY oJ- o, 591;J�f f\() \\ti\\ \l \�\�` l��\ " 1/ \1\\ \ El CMF-CONCRETE MONUMENT NTS-NOT TO SCALE o C Q � iJ Jl t )r ti 1 11\ \ \,,I \ / T TELEPHONE PEDESTAL DB-DEED BOOK co o / . �Y//J/ J S 111 \� i\ �� - (n�ti o 1 \ ` 11 PB-PLAT BOOK N E r\ \// / )/ ) \1I) fS ,� \\ \A. `\ \ / PG-PAGE E M m H � // / 1 ) (I /r• \ \\� \1l \ �� SF-SQUARE FEET Lu 11 POWER POLE U ._ N ` \ , / = _ / , pi 11 rI - ) G GUY �,` 1^� it-� : /f � r/M'In9',/ 1_� f�i/ 1J ( (I�)1) �'�Cl' \ ° 1 \ \ ¢ � � z Z Z � ti� �\ j GREENFIELD TIMBERLLC 11�< \\ \\ ( / \ o Lu � _\ t / �` \ / , ` /'3� 't PIN:9660-35-9486-00 /I i�� \ o/,- / RIM 384.03 \, Q 1 oC � � < < JO �\ �. Q `I \\ r J n)\ r - / I �J/ INV. S=380.86 SURVEYNOTES' rP \ �� -r l DB 1740 PG 507 r l ` � a LL 0- � /-I,- /ov ^ ^ � L ; ti j / I' ')I �'S� ,�fj -ram. J ) )I` s \_ i, L, OoM � 00 - I l 1)� ,- , J �-.�• / )J jlI t,1)//�� /(( /// / //�/ I J1• -) (, s \ 1. THE PROPERTIES LIE IN BOTH GREENWOOD AND JONESBORO TOWNSHIP. a _ � U Z Z Z �I i l ( < / YI._1_ ' % „� \,\, f c // /I I,Y lJj((f/o e Ill I ) ) J ) -- / / /1l o) A r\\ 2. THE PROPERTIES LIE IN ZONE X AND ZONE AE,PER FIRM MAP#3710966000J,PANEL 9660, 0 a) of (n O O O �\\`I III, y l/ ;) \� � J- _„^ - 1 L)(//I),,f l)1f Il I 1\ \ \ ( 1\ f 1 J J I!) _a�\ EFFECTIVE DATE SEPTEMBER 06,2006 AND FIRM MAP#3710956800K,PANEL 9568, EFFECTIVE z_ W = M Q I= � U 1\)1�� /`ol� \- � \- ^ �'`' J !/i l�J I.•/X (✓\ \1 `\11 \ I J 1 rf 1 / 1 l 1> \ 11✓// RIM 381.30 !'�\\\ DATE OCTOBER 03,2006. � Q Ln Q z D D O 111 `•\II \ \ ^ ' 'i/ -j�'" I ! > \1 I 1. f) /NV.N=387.03' 3. HORIZONTAL CONTROL(BASIS OF THE BEARINGS)/S BASED ON NC STATE GRID, NAD'83 Q p� fa � of o' \\,s \\ i "t ✓� iirii �J1 / (\ \ 1 \1 1 1 1 I 1 ) t�� ( I .\ a o O cn ( ( ( l /I� 2011 VERTICAL CONTROL IS BASED ON NAVD'88,AS ESTABLISHED BYGPS. CONTOUR I- L1 tl ) I S ) l w / )f� � _ � t' �) l\\ ` �`\\pI�)��I. t<'', l\\\ � INV.S=37795' ( ); L0 � � Z z � 1 / � ��` INTERVALS ARE 1'. Ln � � O p, ��_ �1 3(grr r/� , 1 ( M) \ 11 M'\ ) I\A\I\\M)1 > \0 1 \ \l \ SPIN.966-44-3899-00 � \ ,1 4. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IFANY,ARE BASED ON L Lu O O Lu FIG BROADWELL LLC l 6.J .c>l, (( 1 . �r1r - f tl¢%!�/ / 1 v) t )1 I ( 1 l>1 \yl\ 1 \ \ \ I/1\1( \ DB 1650,PG 14 \ _ Z FIELD LOCATION OF SURFACE FEATURES AND PAINT MARKS PROVIDED BY US AND ARE - w P/N.,9660-36-8707-00 / '\`'3 ( I 1) 11 / '> I,,/..�!/J/..,I 1 \ ` 1 ` cr C) APPROXIMATE. OTHER SUB SURFACE UTILITIES MAYEXIST ON THIS SITE THATARE NOT co 0 O DB 1615,PG 132 '� 1�>!` `I)rij If // `� GREENFIELD TIMBER 1 III 1 ) i \1\\ \ \ \ ) \\ \ \ \ \ \ 4' o 0 0 O ° ( I J !(11) \//)\\)rr/ S )\ ?J /I l ) / 1 ) \1 l -, \\\ \\\\ / \ �\ / r v /NCL UDED/N THIS SURVEY. � M O O z -I \\11 �!(11 (// r LLC J 1 J ) I. \\ )�\ 1 \\ \ \ ` \ = 5. THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR in M Ii LL 0 11 / / J \ 1 -\ \ \�\-1 \IJ _j ZZH L N �l 1( t /J I t11 J J/�J J >> , PIN:9660-34-1873-00 f 1 I(�1 \ 4 1-1 (I \ 9 �t -,. 1 �1 // SANITARY LANDFILL. Lu Q ° w ( )(1/11�I f)J)1(•D/ O DB 1740 PG 507 \ D� 1 1 1 \ \ II 6� \r � \ t� q�, / I\\ -< 6. AREA COMPUTED BY COORDINATE METHOD. O Uaj 1 N, \ >) /(I ,Ie/A)r �- \' "I 1� ' /l 1 \\0 1 \I\ \ \o� 1 6 •\ ( fl e � \ 7 THERE IS NO OBSERVABLE EVIDENCE OF A CEMETERY FOUND ON THIS PROPERTY. yk \ o\1l�y J/(I Ill\f im,I ✓ >N gam'° \� )�11 1 )(� J J 1 ((-J r ) \ \ < 5 3 \\ \( r Jf( ` Il\ E 553 / 15"RCP , 1 Q 8. THIS MAP CONSTITUTES NEITHER A SUBDIVISION NOR A RECOMBINATION PLAT OF THE O Z S m (( 11 }Ct7,/f)( k--- -4 ! IJ ) f 1 1 ( \ \ t° \ \ \ \ l ` > rS 1 � 1e /NV.=375.48' \\ O\ - N L 1 I 1 f ) y \ ?� I \ )Ill )) \ °r l \ \ 1 _ \ d(r))r)� c \\\ �6�°di I I\ PARCELS OF LAND SHOWN HEREON. THIS MAP HAS NOT BEEN PREPARED IN ACCORDANCE ! III I)r( `( (" ) / r f / l \ \ \' J\ \C1 \ \ l �j \ WITH NC G.S.47-30 AND IS NOT SUITABLE FOR RECORDING. 0Y -) 1 �• � ��I11111�I�JtI�` e', � �� - 1 I)I)I l)I J 1 �a I \ � ✓ - JJ()V ,\ / 15"RCP �\�` 1 (` f o ! , \ s I / \ � \\ \ \ r \\ 9. THERE IS NO EVIDENCE OF ANY RECENT EARTH MOVING WORK,BUILDING CONSTRUCTION, )'- . 1 ?�r� 9 a) I J !1 1 \ �\ �.. \ \ \^ S ()SI \ \ INV.=368.17' J O / ,(-� ( I 1 I °< N o1>I I))(I!)III))Ilo��.I l 1 I \ I I (I '- (( ( 11°f i \ \ ° `\ t� 1 l I((�p, \��N\111\ / \ 1\ 18"RCP OR BUILDING ADDITIONS OBSERVED DURING SURVEY. 0 S I L o 1 Ill (1C�11,1 )�) 1 li)1 I) Iit• ) \ " \l �` ) ) \\ 1 \°\ � l � \ � � � = Z / 1 I / 1 I) ( 1 , (t \ \ ti (. ) �y1L ti \l 1 ` INV.=373.55' 10. THERE ARE NO KNOWN BOUNDARY OVERLAPS OR PROJECTIONS OTHER THAN AS SHOWN O ( 1 , ( / ► 1 ( y (�(i)5(I 'gl,cn�l ( \ \ e C. 1 l `I o V \ \ ) 1 ) \�` ti\�J, \ \ / 18"RCP HEREON. M ,1< 1 ) V • Ilrvl )(� \ e Il (l j till � Lam\ �1 1 ) 1 �( 0� � v 11 0 �\�1\�t ug / J< l I / N, f ). \ \ \I l S ° \0 3 I \ 11 \ w �' \ ( INV.=368.66' 11. THE LOCATION OF UNDERGROUND TANKS AND FUEL LINES ARE NOT INCLUDED IN THIS O w /I ) I 1 I ) II m 111�'�0\1111\1<p _ \ (� l)$ I s c^ l �4 _ 3 ( 1 J °) ) I \ \ \ l ,\�"' P ,mil A, � � I // 1 tI INV.=366.93' o \t SURVEY. 1- ij�". ,,1 I I J/ (/ / It / M Iti \ ( 1 II o 1 3 r ( r / f I r I )� "i(\ r\ o ` \\�/r° 30 ACCESS EASEMENT \ O� i\ r! f /Till I ( I1 I I I I I r cn'r) 11/11ww), 1�)5 W \\\\\l<1111\; ) f \ 9 IIli/f ' / /// r ) / a \\ -iI I1I 11 ^ 1 \\ ti f I 1 1 1 ) /! I ) 1 Ian! 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ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY �0\\\HIII////� 0 OF SANFORD AND NCDOT STANDARDS AND SPECIFICATIONS. ��\�� CARQ� 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES \\�O�OFESS/p� BUDDY LRRODGF.ERS CAR ERER& / / AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIRMEL PIN:9660-46-3204-00 / / ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. = SEAL DB 426,PG 534 / / 3. ALL STREETS SHALL BE PRIVATE. = 0 5 ✓ CURTIS DALE KELL Y TRUSTEE 4. ALL UTILITIES SHALL BE UNDERGROUND. \`\\ ° \\ P1N:9660-35-9486-00 5. EACH LOT WILL BE SERVED BY CITY OF SANFORD PUBLIC WATER. %� F GINEF� \\� \ DB 1396,PG 9796. EACH/ 7 O SERVEDT WILL BE. NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. O,3/Z�/ZOZg \`\ 8. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 9. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 10. STREET NAMES MUST BE APPROVED BY CITY OF SANFORD PRIOR TO FINAL E ` PLAT. J J 591 \\\ ° 11. DRIVEWAY PERMIT AND ROAD IMPROVEMENTS AS DEFINED IN THE o Q APPROVED TIA, SHALL BE REQUIRED AND REVIEWED AND APPROVED BY N E Q ` NCDOT. „u U .9 m m \ 12. EXISTING 50'VEGETATIVE BUFFER EASEMENT PB 2015, PG 115 TO BE z c�i) ~ REPLACED WITH BUFFERS SHOWN ON STREET SECTIONS ON SHEET C2.0. F- o) 3: L7 C7 CD \ Q 7, � zz � \`\ / uiU . N QZ � 3: " J / • LEGEND a 1-4 —� a < < ° EXISTING PROPERTY LINE = o O� �j Z z Z \ -- -- / R EXISTING RIGHT OF WAY 0 a) m cn O O O PROPOSED LOT LINE z cn °1 U U z ACCESS EASEMENT Q X z > > O UTILITY EASEMENT o 0/ ° a'' U) ♦ / / \ \ DRAINAGE EASEMENT 'n > zz SHERRYLOUCARTER . 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W,�W�, W \ \R` `\ \ -� Z ` AND UTILITY EASEMENT 332 ° �W y \ \\ N72°49'07"E 144.21' \ n (MIN 40',MIN 5'FROM EOP) QR ° W W* \ - \ \\ DESIGNED BY o° ` /, WWWW `, \\ N81°29.20.E g28.06' W yWWWy - STREET A TYPICAL CROSS SECTION / 332 W I ` n ` • ° 0 0 0 \ / W \ \ --- - O O N84°31'09"E 247.74' ———— — ———— _ O / � T__ —�__ A v • CHECKED BY 16 O 6� `` / W W ——_ \PRNAT OAD A- ——— Cn 30' R 30' 0 9� W ♦ _ - - \ — �_ FRONT SETBACK FRONT SETBACK • R. BAKER ° o `♦ ♦ - ——� I', 3� • SCALE o \ // LOT 3 EXISTING WETLANDS �� \\ \` LOT 8 A 5'SHOULDER PAVEMENT 5'SHOULDER • AS NOTED ° 20.97 AC _ \ \\ 10, 15, 15' F10, O / CREEK CENTERL IN \`\ `\\ 11 .20 AC DITCH TRAVEL LANE TRAVEL LANE DITCH • o \ / / `\` \ \\ �W 1/4"/FT. 1/4"/FT. • o ° 1 , / QUINTON KELLY THOMAS \\ ` ` W J VARIABLE WIDTH ACCESS �, ° 50 VEGETATIVE \ ASEMENT O I BUFFER EASEMENT / / PIN:96I-E, PG 335 0 \ `\\ (MIN D40TMIN 5TY E FROM EOP) 0 / 1 j PER PB 2015, PG 115 / DB NI : 335 \ \� ° ��a 1 / ZONING:RA `\\ `\\ _ _ '°°4674"; STREET B TYPICAL CROSS SECTION ° O LOT 5 \\Q \\ �� / o\\\ QUINTONKELLY29-00 MARIE STILLWELL& Q N PlN.,9660-42-2929-00 JACQUALINEB.STILLWELL / \\ / 9TF / / `\ Ap`\ DB I I-E,PG 335 PIN.9660-53-4332-00 STREET 19.51 AC / \\ Qp \ i \ c \ ZONING:RA DB 1440,PG 675 . / O O \ \ / "90� / \\ `\ 1 ZONING.RR TABLE \ o \ W W ° STREET A 4,765 LF I \ WWWW ° �ii / � / `\ \\ STREET B 1,610 LF � 3 N y y 185 0 I // ♦ \\ \ / / \ \ L / d 183 a Q V`' WCL 0 > — —� LOT 6 �s� U J J 70 0 ° WWWyWy 0 ° / �� 10.70 AC Q z a O ° ° �WWWWW W ° o SITE DATA TABLE p� o Z o O W W o \ / ` — 0 ° /S W W W / 0 PROJECT: SOUTH CARTER INDUSTRIAL PARK Lu O o/ (n Q , 4 ° O WWYWW °° LOT 7 �� PROJECT ADDRESS: 0 NC 87 HWY, SANFORD, NC U U 7,0 ) W W ° 61 AC ` 9660-53-0622, 9660-34-1873 (PLAT 2023 PG 146) Lu Q > co CL ° 0 �p4 �i PIN #: 9660-23-7579, 9660-33-6802 U O i--1 s ° ° ° -41 WWWW ° 9660-13-8685, 9660-35-9486 PLAT 2023 PG 146 '"' z z Y ° WW�y� ° o / ` �' / DB 1740 PG 507, DB 1720 PG 860, co o /� WWWW ° ° e„ \ i / DEED: DB 1576 PG 52, DB 1628 PG 285 DB 1730 PG 889 Q u ♦ z o ° i ` ZONING: LI & C2 J � o lk 1 O ,yW,yW,y , 00 7' 41 7' CARSON COOPER WINSTEAD O C Y W W Y 0 �- / EXISTING USE: VACANT U J PIN.-9660-41-1100-00 pC Q J z pNj ° WWWWW �, WWWWWW ° ' DB 1359, PG 71 PROPOSED USE: INDUSTRIAL Q U W Q \ ° EXIS NG WETLAND i 02, 02 / ZONING:RA J ° o ° o WWWWW WWW y WW °O o 0 ° o ° EXISTING ' �' / FEMA MAP: #3710966000J (EFFECTIVE 09/06/2006) U � co °, I 0 0 �W ° o 100 YR �� TOTAL EXISTING 140.89 AC > 0 0 \ o FLOODPLAIN / / TRACT AREA: ~ m 0 I 0 W - °° 0 W YW W�W ° PERENNIAL STREAM �i' i' O a o 140.89 AC O O 0 CD o ° W W W W W (UPPER LITTLE RIVER) i 7.52 AC (9660-53-0622) . a ° 0 W W W�W�W�y�W�W�W� o /' / 50' REAR SETBACK 9.25 AC (9660-35-9486) (PLAT 2023 PG 146) z 3 co o I ° WWWW�y�W� ° �� 0 0 ° ° 0 0 ° PROPOSED TRACT 7.50 AC (9660-34-1873) (PLAT 2023 PG 146) 0 0 0 o I 0 v ° / / 0 0 0 0 0 0 AREA: o- 0 W W 0 0 00 0 0 ° ° o 0 0 ° 61.08 AC (9660-26-7579) CD u� 0 0 ° o\ \\ 7/ ° ° ° CD 0 0° 0 ° 0 0 0 0 ° 0 15.75 AC (9660-33-6802) a vI I ° °O o \' 7' °° ° o ° 0 0 0° 0 ° o o O o 00 0 ° ° o °0 39.79 AC (9660-13-8685) L ° j ° ° o 000 0° °0 00 ° ° ° ° LIMITS OF 03 o I 0 IV ° ° ° ° o 0 0 ° 0 0 0 ° ° o 0 0 0 0 0 0 0 DISTURBANCE: 29.0 ACcl) 0 Lo ° 0 EXISTING IMPERVIOUS U) 0 0 7 / ° 0.0AC/0 SF/0% " � U O 0 O 0 0 AR � . a I 0 L78 L79 o PROPOSED 4.68 AC/203,646 SF/3.3% N �_ / 0 0 IMPERVIOUS AREA: c o 0 I� O 0 w ° � C0 ° 0 0 0 o o S40°3149 E �80 0 0 o 9 o ° ° O 92.51' L77 0 ° ° O c0i za I O 6 — — -00 0i S8'05'15"E L� ° 'E I / 0 46.74' L73 L74 L75 0 o 0 0 0 0 �.,� KNOW WHAT'S BELOW. -0 / �12 ° ° ° 00 0 0 00 CALL 811 BEFORE YOU DIG. 00 WW p ° 0 L66 L67 0 0 0 0 0 0 JOB NO. 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EACH NCDEQOT WILL BE SERVED BY CITY OF EROSION CONTROL PERMIT WILL BEFREQUIREDI AND ALL EROSION '''' WiIgP��`�\\\ 30'ACCESS EASEMENT I 1 CONTROL REGULATIONS WILL BE COMPLIED WITH. ( 03 20 2024 1 \ 8. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. - 9. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 10. STREET NAMES MUST BE APPROVED BY CITY OF SANFORD PRIOR TO FINAL E PLAT. o J -J 11. DRIVEWAY PERMIT AND ROAD IMPROVEMENTS AS DEFINED IN THE o Q 1 APPROVED TIA, SHALL BE REQUIRED AND REVIEWED AND APPROVED BY N E ~ I I NCDOT. w v .E co m 1 12. EXISTING 50' VEGETATIVE BUFFER EASEMENT PB 2015, PG 115 TO BE = z : U) U ~ I V -/) 1 \ REPLACED WITH BUFFERS SHOWN ON STREET SECTIONS ON SHEET C2.0. 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DRIVEWAY PERMIT AND ROAD IMPROVEMENTS AS DEFINED IN THE o W Y W Y W `Y W Y •Y W •Y W Y W Y •Y W •Y W Y O / � O APPROVED TIA, SHALL BE REQUIRED AND REVIEWED AND APPROVED BY 'o E J w W w W Y w W w w w w w w w w w w w w O N C Y •Y YY Y W W •Y Y •Y YY Y W •Y Y •Y YY Q o / / NCDOT. c� .C_ WY W Y W Y `Y WY W Y W YY WY W Y W W W 0 0 / 12. EXISTING 50'VEGETATIVE BUFFER EASEMENT PB 2015, PG 115 TO BE � z � cn c ~•Y •Y •Y W •Y W •Y I •Y W •Y •Y •Y •Y •Y •Y Y •Y •Y Q w w W W w W w y W W W W y W y W W / � � W W W y W W W W W W W W W W W W W 0 0 / / REPLACED WITH BUFFERS SHOWN ON STREET SECTIONS ON SHEET C2.0. Q c � z Z CO Q Y W YY W W •Y W W W Y •Y YY W W WY •Y W •Y W •Y WY WY •Y W •Y W �W•Y wWY�WY w••YY�W•Y wWY yWY wYY�W•Y wWY�W•Y WWV�WW w•YY Y``YY V•Y.w••YY W•Y�WWV�WY w••YY W•Y wWW WY w••YY•Y wY�w�w O Lu W o 1 ° " O--' LEGEND � `1 O Q QjQQ Q 20, PUBLIC SSWR EASEMENT U. 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Q I I 20' PUBLIC SSWR EASEMENT N •Y •Y •YY •YY W •Y •Y W •Y •Y Y W Y W Y W •YY W Q° I U, •Y Y W Y W Y Y Y Y W Y W W •Y W •Y W W W W .yWWWWy O W •Y W •Y •Y Y •Y W •Y Y W W •Y W •Y •Y •Y Y Y Y •Y W�,W�,W 0 I 0 O y W W W W y W y W W Y Y W Y Y •Y YY Y W �,W W W y W Q = z W W W •Y W W W W W W •YWWWWWY o 45'TEMPORARY CONSTRUCTION EASEMENT (D ' Y W W •Y W •Y WY W Y WWYWYWYWYWWWYWWWYWY ,� �, ,� - I CURVE TABLE O W Y W W •Y W •Y WY W Q 20' PUBLIC ACCESS EASEMENT y W W W W W W y W W 0 0 CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD o co N N WWWWWWWWWW YW.vWWWWW PROPOSED BRIDGE AND ROADWAY > Lu 0 0 0 y W W W W y W y W W •Y W •Y W N N N Y Y W Y Y •Y YY Y •Y W •Y Y o �� o �� Q EXTENSION BY OTHERS n n W W W W W W W W WWWWWYWW ° i C1 300.00 53.09 26.62 10 08 25 N18 50 06 W 53.02 v o \ o N Y •Y •Y W •Y W •Y W •Y W •Y W •Y W O \ Q N M M 0 C2 450.00 612.25 364.11 77057'16" N15°04'20"E 566.11 z r o 0 W W W W W W W W W W VARIABLE WIDTH ACCESS AND UTILITY EASEMENT o W W W W W W W (SEE STREET SECTIONS SHEET C2.0) Q \ C3 250.00 365.38 224.07 83°44'23" S88024'48"W 333.72 > DATE O > WYWWWWWYWWWYW �"S44°58'25"W Q __ _ 1211512023 -- s -- o � `-� \ \ C4 250.00 202.49 107.17 46°24'29" S69°44'51"W 197.00 0 220.30 ° 10' PUBLIC UTILITY EASEMENT r DRAWN BY W W W W W W W W y O \ o " o i " W W W W W W W W C5 350.00 293.08 155.75 47 58 40 S68 57 45 W 284.59 W W •Y W •Y WY W O WYWWWWWYWYWYyWWYWW 0 o O 0 0 0 i L'$ ■ C6 100.00 85.81 45.75 49010'00" N18047'54"E 83.20 332 DESIGNED BY yW yyyW yW yW yWyyyW ■ C7 100.00 60.98 31.47 34°56'14" N25°59'17"W 60.04 • WWW.vWWWYW.vWWW.vW \ 332 •Y W •Y W •Y W Y �\ • WW vWWW vWWWw o \ ° \ \ • CHECKED BY WWYW.vWW 45'TEMPORARY Q \ 30' SETBACK WWWwy CONSTRUCTION EASEMENT 0 \\ \ • R. BAKER W 10' PUBLIC UTILITY EASEMENT ° \ o \ \ � \ \ \ • SCALE Q 0 0 o 0 0 o o o 0 ° 0 \ • AS NOTED / o 0 \\� ,? 7?SQ�G W ° \ \ 10' PUBLIC UTILITY EASEMENT ■ W 0 .v o W ° \ \ \ � o Wv 0 _ 0 VARIABLE WIDTH IL\� I I a 0 PRIVATE SSWR EASEMENT o VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT \ S46°32'36"W \ W o PROPOSED ROAD CENTERLINE \ 338.05' ��_�� W N o PROPOSED EDGE OF PAVEMENT \ \ o L() Y W W Y W •Y W •Y WY WY •Y O \ 3 •Y W •Y W •Y •Y •Y W LL Q N W y W W W W W W Lr) 0 \ •Y •Y •Y W •Y W •Y 0 O ` I ;.oO d Y •Y •Y •Y W / Y Y •Y W Y O I U / •Y W •Y •Y Y Q �J \ W •Y •Y •Y W •Y u (6 W Y Y •Y W Y •Y U vW vWwW vW vW�W v 0 I ■ \ Q m wWvW WvW WvWwWw Lij ° I O W v v w v v v 0 I ■ Z J / W Y •Y •Y •Y W •Y W W •Y W •Y •Y •Y •Y W O O \ / •YW WW YW YWYW YW YW YWQ 1 1 1 C \ YY WY W Y •Y W I..LI \ r v r v v v v v v 0 ce) z = I W W •Y W •Y W Y •Y W 70 I � co V � •Y W •Y •Y •Y •Y W •Y •Y Q I ■ / U a3 N v r v v N N w Y W W W W W Y Y W Q W W W y W y W W W W v L W Y W W W Y W Y Y W CL O I O _ •Y W •Y WY WY •Y W •Y W •Y W •Y •Y W •Y W •Y •Y •Y •Y O I 7 7 � z a O •Y W •Y W Y •Y •Y •Y W •Y •Y L L a) W W W W y W W W W y W J O O } •Y W •Y W Y •Y •Y •Y W •Y f Y W Y •Y W •Y Y •Y YY Y O r TW WW.vWYWWWWWWWWWWW.v �.QNON W WY Wy YY wW•WY WWWY�W•WY WW WY•YY•WY WY•WY•YY wW•WY WWYY WWyv WYYY WWwW�W 0 EXISTING 10 0-YRFLOODPLA/N 0Q I I-I CL O ~ OC� , o0 O U) ° < U w v dOcy) ° L z p JN O W O o E co Q � w0 aEXISTING WETLANDS Oo O \ •Y Y Y W W W Y W Y Y W W O O •Y W •Y W Y W Y •Y W •Y W Y •Y •Y W •Y W •Y •Y •Y •Y •Y •Y W •Y Q Q UQa) W Wv WY WW•YY Wy WY w•Y WY WW WW Yv WY W•Y•YY WY WY W•Y•YY Wy WY w•Y WY WW WW WY WY WW YY WY W ° I O LOT 6 0- W 'Y W O 7� O Z N10.70 AC. Q ON ° 21 .61 AC. U3a) � Q Y •Y W •Y •Y W •Y •Y •Y W •Y •Y W •Y •Y •Y W W W Y W W W Y W Y Y W W W Y W Q O Y •Y W •Y W Y •Y Y •Y W •Y W Y W W * .L-- y W W •Y •Y W •Y W •Y •Y •Y •Y •Y •Y I O O W Q ■ >,7 N -CO qv •Y I W O_ _I y W W W W W W y W W W W W W W N W `Y W W � W `Y W `Y W W y W W O O 2 3 O O N 0. m \ I W Y W Y W W Y W Y W Y Y W Y Q L6 ■ 0) O M W �Y W W V� W �Y W �Y W W W W •Y v r v v v r v r v v v W w W M y W y W W W W y W y W W W •Y ° O W Y W Y W W Y W Y W Y YY O I cn N QWWYWWyWWVWWWYWWWYWWyWWWWWWW O O ■ O d O U v w w v v v w v w w v w \ a) U N Y Y W Y W Y Y Y Y W Y W L W Y W •Y W W Y W Y W •Y W O co•Y W Y •Y W •Y W •Y W Y •Y W WWWWWWyWWWW C ° ° O SCALE 1 =50 CO 9 W W w W w Y Y w W w Q I ■ E yWWWyWWWWWWWWyyWW Q c v yW yW yW yW y y, Q I 0 50' 100' -8 6 O WYyWWYyWW o I ■ • KNOW WHAT'S BELOW. \ WWWWWWYW 0 I CALL 811 BEFORE YOU DIG. 5`6 v y w y Q O W Y W Y co N WWWWWWWWY o I 41353.012 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CL M \ W�W�W�W ° CITY OF SANFORD NCDEQ AND NCDOT STANDARDS = y > > SHEET NO. I o MYWWWYWW o I SPECIFICATIONS, AND DETAILS C2.40 -0 m WWWWWWW O I . .E Cn L I ; BUD PRELIMINARY NOT RELEASED D�'Ro GENERAL SITE NOTES FOR CONSTRUCTION 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY P//V F� F SCART OF SANFORD AND NCDOT STANDARDS AND SPECIFICATIONS. ��`�� CARQ� I D 966o4 CARTE FRS 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES ``�� FESS PG SO¢0 ACTIVITIES. CALL UTILAND SHALL BE ITYBLOCALE TOR SERVICE BEFORE DIGGING R ANY DAMAGE RESULTING M THEIR �Q�o SEAL % 3� 3. ALL STREETS SHALL BE PRIVATE. 0 5 4. ALL UTILITIES SHALL BE UNDERGROUND. 5. EACH LOT WILL BE SERVED BY CITY OF SANFORD PUBLIC WATER. %� F GIN6. EACH E�� 7 O SERVEDT WILL BE. NCDEQEROSION CONTROL PERMIT WILL BE REQUIRED, SEWER.AND ALLEROSION // �111,Will\\\\ \ // 1 CONTROL REGULATIONS WILL BE COMPLIED WITH. O,3/Z�/ZOZg 8. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 9. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 10. STREET NAMES MUST BE APPROVED BY CITY OF SANFORD PRIOR TO FINAL E PLAT. J J 11. DRIVEWAY PERMIT AND ROAD IMPROVEMENTS AS DEFINED IN THE c Q / ' it APPROVED TIA, SHALL BE REQUIRED AND REVIEWED AND APPROVED BY N E Q 1 NCDOT. w U .9 m m , 12. EXISTING 50'VEGETATIVE BUFFER EASEMENT PB 2015, PG 115 TO BE z D 403,12, ; T / REPLACED WITH BUFFERS SHOWN ON STREET SECTIONS ON SHEET C2.0. Q 0) � (D (D m / Q� z zz � 20' PUBLIC UTILITY EASEMENT �' '� o N -j LEGEND Q u- -� Q Q o 0 10' PUBLIC UTILITY EASEMENT �; ' - - EXISTING PROPERTY LINE r^ ~ / a = o U Z Z Z ' 1 1 R/W EXISTING RIGHT OF WAY (D 0 +; m cn 000 PROPOSED TEMPORARY 96' I i z W .5 rn w � U CUL-DE-SAC FOR FIRE TURNAROUND 1 1 ; -- -- PROPOSED LOT LINE a U, X o ? ? z 1 ACCESS EASEMENT UTILITY EASEMENT o 0 O \ ; DRAINAGE EASEMENT U) rn . z Z � PROPOSED SETBACK w O O 0 it CENTER OF CREEK � °C p 0 w 1 0 EXISTING WETLANDS � -1 O z \ ; ui -j OZ � \2 E '; PROPOSED EOP uj � u R28 op25a 1 1 o 5 = N rnw w, Lf) \ / 0 O 1 , > 1 i I=- / I 04 No C C CURVE TABLE > \ VARIABLE WIDTH ACCESS AND 1 ; w w N \ UTILITY EASEMENT / / / I i T Q N N to � ' ' CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD u o N (SEE STREET SECTIONS SHEET C2.0) / / R28 ; ; / Q N M cy) i 'i ' z roo Cl 300.00 53.09 26.62 10o 08 25 N18o 50 06 W 53.02 0 cn DATE C2 450.00 612.25 364.11 77'57'16" N15°04'20"E 566.11 ? 1211512023 C3 250.00 365.38 224.07 83o 44 23 S88o 24 48 W 333.72 0 DRAWN BY o��i\ / 1; C4 250.00 202.49 107.17 46°24'29" S69°44'51"W 197.00 332 C5 350.00 293.08 155.75 47°58'40" S68°57'45"W 284.59 DESIGNED BY C6 100.00 85.81 45.75 49'10'00" N18°47'54"E 83.20 • 332 \ \ 1 1 •C7 100.00 60.98 31.47 34-56-14" N25°59'17"W 60.04 \ \ \ VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT ;� ; • CHECKED BY 1 30' SETBACK % I; • R. BAKER \ 10' PUBLIC UTILITY EASEMENT 1 ; • SCALE \ \ \ PROPOSED 20' PRIVATE - - / I� 1 I� • AS NOTED \ \ SEWER EASEMENT - - - - - - - - ; ; • 1 • 1 �- - - - - 30' SETBACK i 1 1 , CL 1 1 1 1 � ; 1 1 / 1 1 c 1 , 80.00'RM OLD ABANDONED RAILROAD I / PROPOSED ROAD CENTERLINE BED PER PB 2095, PG 195 1 , 1 PROPOSED EDGE OF PAVEMENT I 1 I > PROPOSED LOT LINE 1Ln 1 ^1 LL ui ' Lf) Q O 1 VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT I 0 'LOT 1 I � ' ; a Ln 1 '1 U J 16. 18 AC. o ~ I 1 Q a I � I z w J w mo - z _ '1 '; Lu ct�a co '1 I V7 V) < L 1 c � 1 z I 1 1-4 co CL ° Q Y ; ; J rn I1 Q a 3 1 } 1 1 z_ W zZ) 0 W � a 1 0 1 1 0 oc U0 w " III Q U w LOT 2 I I 'I 1 I' u J p 1 1 ; _ = Jo 11 1 ,�, 23.40 AC. I I co c d o I. 0 p Q o z V) w 0 .3 I I; 0 I o 1 ; � Q 1 O 10' PUBLIC UTILITY EASEMENT - 1 1 TO N co1 O U M M cV c1lZ ; ; 1 0 .3 1 p O 1 m 1 M 1 I ; SCALE 1"=50' NOR N 1 ' 1 c 0 50' 100' -0, a, I 1�1 i KNOW WHAT'S BELOW. MATCHLINE C2.5 1 i CALL811 BEFORE YOU DIG. 5 � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �' ;■ ■ I � � � � � ■ 00 0 ■ n ■ ■ ■ ■ ■ ■ ■ ■ ■ JOB NO. � o N 41353.012 � L MATCHLINE C2.2 I I ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL = .) M I; CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o co 1 SPECIFICATIONS, AND DETAILS w 1 C2.5 1 � L PRELIMINARY NOT RELEASED UTILITY NOTES FOR CONSTRUCTION 1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ��N CAROB,///� BUDDY RODGERS CARTER& / 2. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE �pF� l0ti +- MURIEL F CARTER / / CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE Q _ -_ \ / PIN:9660-46-3204-00 DB426,PG534 FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER SEAL \ / \�`\\ \`\\✓ / IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED. 0 5 \ 01 \ \ CURTIS DALE KELLY TRUSTEE \ \ / P1N:966035948600 3. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL %/ O \ DB 1396,PG 979 / \ �j V I V� OVERHEAD UNDERGROUND UNICATION LINES, ELECTRIC AND SAS / `\ \\�� / A SERVICE WITHD THE APPROPRIATEUOTILITY COMPANY AND/OR THE CITY PRIOR '' 1 /WiIgP��\\ �c \ �, o� � / \ `\ / TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS 03 2� ZOZ�f / 01 5 rNI,Q / \ \ REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS. IN SPACE# '� \ / 122,721 SF �� \ �\ / 4. ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT \ i 2.82 AC \ REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN o ° ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED. ,� � Q Q \\ \\\ o \\ / 70' 5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN E ~ m ACCORDANCE WITH THE CITY OF SANFORD AND THE STATE OF NORTH w u ._ m c �\ CAROLINA STANDARDS AND SPECIFICATIONS. = z ~ / \ � � /� \\ co 6. CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT FROM THE Q z z_ o METER BOX. CURB STOPS SHALL BE INSTALLED IN A CURB STOP BOX AS o cl� N z0 MANUFACTURED BY FORD, A.Y. McDONALD, OR TRUMBULL. < LL -00 a Q O 7. SERVICE SADDLES SHALL BE ALL BRONZE WITH DOUBLE BRONZE STRAPS _ co U o z z WITH A NEOPRENE "O" RING GASKET ATTACHED TO THE BODY. c7 w O O O zw -= o 8. ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE CITY OF a `� x 0 C z0 SANFORD PUBLIC UTILITIES DEPARTMENT METERS DIVISION. � o p + ♦ / �`\ y 9. METERS WILL BE THE SAME SIZE IN DIAMETER AS THE SERVICE. � Z Z O ` `\\ 01 SHERRYLOUCARTER W 0 O W \ P1N.966044-3899-00 - 10. A T CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS. � � U U C1 I OAD ELL L C DB 1650,PG 14 a Z H D O W 0 1 87032 11. METERS AND CLEANOUTS TO BE PLACED A MINIMUM OF 10' FROM PROPERTY a; 0 U LINES. LA OJ' z Z z 12. ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO U) U MANHOLES ONLY. o 13. UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CITY OF � "' LOT 1 SANFORD STANDARDS. af 16.18 AC �`\ \ ` 14. ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, O BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO CITY OF SANFORD AND NCDOT STANDARDS AND SPECIFICATIONS. o w 30'ACCESS EASEMENT ° C301 o O N SPACE#8 / / M 254,198 SF OPEN SPACE#o W OT 2 • O = Q / N N N CD O O Lf) 5.84 AC, 1,353 SF U O ^ \ OPERTY LINE / 0.03 AC W 23.40 A 1 N / W W / / Q N co c� O O / W O j LOT 4 S+TING BUl lNG HA L CARTER BULLARD \ / cn DATE - % 17.32 AC WW�W� `� � P/O lN:9660-44-4258-00 ,� � ', � � 1211512023 WW W �` B 1445, PG 747 0 00 WWyW NING:RR& Ll I ` O DRAWN BY ,� WW WWWW n 332 WW mW \ \ EXISTING WETLANDS ° / DESIGNED BY o ° 0 S�QO `\ / \ `\ -yW vWWW ----- - • 332 0 0 00 -_------_-- 7�v • CHECKED BY - _ N o \ �, ___ \ �_ - R. BAKER o ' LOT 3 - _ - �', • SCALE VACE#10 o EXISTING WETLANDS ` `1 SF \ �i 20.97 AC / / _ - \\ • AS NOTED 4C ` / °CREEK CENTERLI CREEK CENTERLINE �\ W LOT 8 \ / N / \ W 11.20 AC 50'VEGETATIVE ./ ' QUINTON KELLY THOMAS o I I BUFFER EASEMENT PIN:9660-42-2929-00 `� n DB 11-E, PG335 `\ _ FIRE HYDRANT NOTES � � � � PER PB 2015, PG 115 � ZONING:RA ° 1. FIRE HYDRANTS SHALL BE 18" MIN. - 24" MAX. FROM CENTERLINE 0 ° LOT 5 / / OF NOZZLES TO FINISHED GRADE PER CITY OF SANFORD. � , ` \° 19.51 AC 2. ALL FIRE HYDRANTS REQUIRE A 5" STORZ CONNECTION ON THECL ° -- ` ° �� \ �\ �\ STEAMER CONNECTION OF THE HYDRANT. `.O / \\ -O\`\ QUINTONKELLYTHOMAS MARIESTILLWELL& 3. FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM STREET VIEW / ° �'2q \\ �� PIN.,9660-42-2929-00 JACQUALINEB.STILLWELL ; BY LANDSCAPING OR OTHER UTILITIES FOR A T RADIUS AROUND � DB I I-E,PG 335 PIN.9660-53-4332-00 L) / o 0 0 \ EXISTING 100 YR FLOODPLAIN / oqa \\ �� ZONING:RA DB 1440,PG675 ; THE HYDRANT. d �` N \\ 1 ZONING:RR 4. THERE SHALL BE UNOBSTRUCTED ACCESS TO THE FIRE HYDRANT. �� ♦ ° �� mow\`\ 5. HYDRANTS ARE TO BE IN PLACE AND HAVE WATER BEFORE o 'l 0 \ �`� \ COMBUSTIBLE CONSTRUCTION MATERIALS ARE PLACED ON SITE. ° \ 1 185 o EXISTING WETLANDS ♦ \ \ \ \ ♦ \ fn o ♦ / / \ �` \`\ Ln 0 184 W o I \ `\ ` /' / \ \`\\ `\\ Q73 183 " W ° UTILITY LEGEND WSW 00 j \ `� ' �\\ �\ PROPOSED WATER MAIN \ \ Q Q / O O /o WWW ° ° \ L 6 \ 1"4 z 0 WWW FIRE HYDRANT ASSEMBLY O ° W ° ° O O ° 10.70 J ° W ° ° ° O o0 W °0 BLOWOFF ASSEMBLY w ° i o ° o GATE VALVE ° J a L ° ° WW.yW.yW ° °o U o LOT 7 `\ / // PROPOSED SEWER MAIN SANS w 0 Q i--i J o o ° ° o O 21.61 AC \ /' / PROPOSED FORCEMAIN F" I.- y 0 , ♦ / / i °0 1 0 / WW�W� ° ° ♦\ /' /' PROPOSED MANHOLE QS Q i ° ` yWWW °° '' / PROPOSED SEWER CLEANOUT ❑ '"' w J O g o / � oo /''/' CARBON COOPER WINSTEAD Q OU Q 2 1 ° W W W * C �Y W �Y �Y W �Y ° N �, a W W � W W W W ,/ ,/ PIN:9660-41-1100-00 LEGEND °C Q w w � o o w WWWYWWW ° EXIS NG WETLAND // // DB 1359, PG 71 Q u w 2i + ° / / ZONING:RA (, -1 > 0 2i o I o W W W �WWW�W °° o ° ° o °'�EXISTING // // - - EXISTING PROPERTY LINE = O `o M o I °° �W 0 0 100 YR // // R/W EXISTING RIGHT OF WAY 0 WW W o FLOODPLAIN / / m N °o I 0o W W WW WWW 0 PERENNIAL STREAM //'//' ACCESS EASEMENT O O =o 0 0 (UPPERLITTLERIVER) / / - - - UTILITY EASEMENT CD aCD 0 o II I JI oW'"WWWwWWW o ° - - - DRAINAGE EASEMENT T50' REAR SETBACK z Z ° PROPOSED SETBACK 00 o 0 0 0 0 000 o ° o / 00 ° ° 00 ° ° CENTER OF CREEK a a 00 0 0 00 oC 0 0 0 0 ° 000 ° PROPERTY LINE IS 0 ° ° ° ° 0 ° ° EXISTING WETLANDS o o o 0 0 co ° � ° ° wo 0 o o °CENTERLINE OF STREAM 0 0 0 o o 0 0 ° 0 o ° 0 /0 0 0 0 0 ° 0 0 ° 000 ° o ° ° ° o ° o o ° 0 o 0 00 0000O\ ° o ° p o 3 cl) ao c> 0 / ° / O �� v O / I O 00 � O U ° 0 ° // O N N O / O Q a) n O / O z O (D O O � 0 3: ° o 0 o o L8o 0 0 m o 0 a ° O ° o L77 0 ° 0 0 SCALE 1"=200' m o L73 L74 L75 0 0 0 ® KNOW WHAT'S BELOW. a a W ° ° 0 ° °o ° ° o o CALL 811 BEFORE YOU DIG. 0 200' 400' o 72 o P ° L66 L67 0 0 0 0 0 o JOB NO. c o u> W 0 0 �g L65 L68 �1 o o o ° o o " ° ° ° ° L70 ° ° ° ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 L 0 0 0 0 0 ° L69 0 o m N ° C ° o °M ° o J SANFORD,CITY OF , m SHEET o0 . ° ° ° ° o SPECIFICATIONS, AND DETAILS wM � C . E CIA o L PRELIMINARY NOT RELEASED FOR CONSTRUCTION 1 I -0 E Ss/0� 1 " " = SEAL to / �� F % GINE \\ �I PROPOSED 12" C900 PVC WATER MAIN. '�ii W• B \\\\ \\ '� ( 1111111 30'ACCESS EASEMENT o \ REFER TO WATER MAIN EXTENSION SHEETS. O,3/Z�/ZOZg � c o E II \ � J J I ^ � Q Q 1 \ E g J I 1 Q o, (D C7 m I ' Q Z z >Z >Z U OC N 0 > > J Q Q 0 <Y 0 OHP� a O LL °O a a HP U Z00 I \ Ur C7 y 01 u) 0 YJ W ~ U J 0� x � U U Z -� < � 00 � Of O \ / 1 / � L Zz0 m w 00 0 W UU (J 1 co SOU o\ I O ® 1 Ln W W Z I S 1Lu\ � U (D Z \ � • 1 N / DANIEL R.AND c6 O / I CONNIE S.DINKINS PIN:9660-54-2296-0-2296-00 U' ' DB 1324,PG 400 1 / / I ZONING:RR 1 \ 0 W� 1 O 1 1i 0 W N N N 1 w Lu N CD CD A = Q O N 1 U t� Q N O O I 1 \ 1 ) z I 1 OyA O DATE 1 1211512023 0 ■ c \ 1 r DRAWN BY Se O \ ■ I 1 332 I PROPOSED 12" C900 PVC WATER MAIN. • DESIGNED BY ■ REFER TO WATER MAIN EXTENSION SHEETS. 332 ■ 1 CHECKED BY ■ o ` =n • R. 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U Z z Z 8 " ° ° � 0 cn O ui 8" GATE VALVE z J X o U v z z O I < � fa ;� O_ cA in 10' PUBLIC UTILITY EASEMENT z z "n Z Z O \ FIRE HYDRANT ASSEMBLY � w O O w 8"X 6" TEE � � o \ 8"x45° BEND Ln M O O z w Z Q U) i ~ Q U) r 8 N5 30' U) N "x45° BEND 8"x22.5° BEND 11� 6 a, / / o p \ / (_D . i N` / ' � w NO O O w P N N N / / = Q/ 0 N Q N MO M r O , Z O , O / / DATE 1211512023 O lb/ I r DRAWN BY i / I 332 DESIGNED BY \ i� • 332 CHECKED BY \ \ ,�� \ Ury�' • R. BAKER \ / • 10' PUBLIC UTILITY EASEMENT � • FIRE HYDRANT ASSEMBLY i� SCALE — — — / • AS NOTED — 8" GATE VALVE • M — — — — — — 8" X6" TEE FUTURE PRIVATE • 20' PRIVATE SEWER FORCEMAIN TO SERVE `o EASEMENT LOT#1 & 2 / I � FUTURE PRIVATE FUTURE PRIVATE i LIFT STATION TO LIFT STATION TO SERVE LOT#1 0 SERVE LOT#2 / UTILITY LEGEND PROPOSED WATER MAIN $W 110 V,/ o ce I FIRE HYDRANT ASSEMBLY AL IBLOWOFF ASSEMBLY ►t� (11 O 3 Ln GATE VALVE ►t Q L.() a a VARIABLE WIDTH ACCESS AND UTILITY EASEMENT PROPOSED SEWER MAIN SAN- LOT 1 J a w I PROPOSED FORCEMAIN F O Q z W PROPOSED MANHOLE QS Z 0 PROPOSED SEWER CLEANOUT ❑Q Cn V) U 70 1 C wo = z � LEGEND 0 Q Z z J .o � PROPOSED 8" � � o C900 PVC WATERLI m — — EXISTING PROPERTY LINE Q ' 3 } R/W EXISTING RIGHT OF WAY -- -- PROPOSED LOT LINE z w z o a ACCESS EASEMENT J I"I = o ooO — — — — — UTILITY EASEMENT OU J Q I--I a �1� DRAINAGE EASEMENT � 2z `� c 1 PROPOSED SETBACK Q U w 2 2 04 04 CENTER OF CREEK U J o EXISTING WETLANDS Z 0 E ° LOT 2 w co p� J 0- o O O I--I = c o z � Q 0 � c: co 8" GATE VALVE 1 FIRE HYDRANT ASSEMBLY ui z N o2 0 8" X6"TEE 1 1 Q 100 J o o � I o 0 3 N "'IN 10' PUBLIC UTILITY EASEMENT a 1 O O @ Lo M ' M X r- U i L 1 I Q d y v) 1 = c O a SCALE 1"=50' I o m 1 N MATCHLINE C3.5 .00 KNOW WHAT'S BELOW. 2 0 50' 100' w CALL 811 BEFORE YOU DIG. U -0 9 � � � � � � � � � � � � � � � � � � � � � � � � � ■ ■ ■ LJ ■ ■ ■ ■ ■ � � � � � � � � � � � JOB NO. 0o M ' MATCHLINE C3.2 ' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 o I = . M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o M SPECIFICATIONS, AND DETAILS C3.5 L PRELIMINARY NOT RELEASED s \ / I FOR\ \\\\111�1111//��/ Ess/oti SEAL U) I I I I I = 0GIN- 5 IN B \ } (DRY POND) I / / / 1 i x — 03/2�/202g 0 ~ ~ J / N N :�i 2 Q U) U - - o I I I I I I I \ Q Z z zz � r \ / Ly 0 0 a 0 _ U Z Z Z cn O O O z _j � °' w UUZ QoQG �� z O J � X Z Z LU \ \ AD c � W Opw I \ s s s ~ � Ofo H � 0 p W \ LnM ° � z s w Q < U) nor / \ I I I \ U) N U) o C5 I I I I I I I I I I I I o w , s \ o co � � R D \ N EX. MH 313 (5' DIA.) s I x `r' 0 0 0 w � N N N � _ \ O N — X X x x X Z N O O SEWER MANHOLE _ - x x — =x _ x_ — — — — — — — — — — — PROVIDED BY — — o — — — — � DATE BROAD — — _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1211512023 s 8" CLASS 50 DIP s 8" CLASS 50 DIP _ — — — — — — — — — — \ 8" CLASS 50 DIP _ _ — — — — — — — — — — — — — — — — — — — — — - o — — — — — — — — — — — — — — — — — _ \ r DRAWN BY L — — — — — — — GRAVITY SANITARY SEWER GRAVITY SANITARY SEWER MH 14 (4' DIA.) GRAVITY SANITARY SEWER MH 15 (4' DIA.) 332 MH 13 (5 DIA.) PROPOSED 20' PUBLIC SANITARY \ \ 8" CLASS 50 DIP SEWER EASEMENT \ DESIGNED BY GRAVITY SANITARY SEWER \ \ \ • 332 MH 12 (5' DIA.) \ • \ \ • CHECKED BY PROPOSED 20' PRIVATE • R. BAKER SANITARY SEWER EASEMENT \ \ • • SCALE FUTURE PRIVATE \ \ AS NOTED FORCEMAIN TO SERVE \ \ LOT#1 &2 \ • D ='9 ` UTILITY LEGEND / PROPOSED WATER MAIN 8"W \ N / \ FIRE HYDRANT ASSEMBLY T W \ BLOWOFF ASSEMBLY ►t� (11 0 3 / In GATE VALVE ►t a kD a cm PROPOSED SEWER MAIN SANS � L ! U J w a / PROPOSED FORCEMAIN F"'. Q O Z w N I--I PROPOSED MANHOLE QS Z 0 / co PROPOSED SEWER CLEANOUT ❑Q (n (n U LEGEND U Z o Qcmu J z J EXISTING PROPERTY LINE Q a } R/W EXISTING RIGHT OF WAY 3 °' PROPOSED LOT LINE z w z a ACCESS EASEMENT J J -ow � o / — — — — — UTILITY EASEMENT 0 OU Qo z DRAINAGE EASEMENT DC W U)o /' PROPOSED SETBACK a U W Z) o / CENTER OF CREEK U = J Q 0 N o�♦ ,, ,, „ ,, EXISTING WETLANDS Z E � co O Ic V w C c � v�� N - N DC `� ♦ � � v. LLv_ v_ v_ 0 O a ♦ vvl. ,^ Q O � z V) C� 3 wZ co ccc g x H o N43°22'54"E L N --- --- T 96.41': r m N43°22'54"E — ——— ——— — ` ` ` ` k k- 0 P` 3 LO — -- — 813.37 vV_ v- v- v m c �_ --- U7 m I< I I � N IV. Iv. Iv. Iv. � U � o E rrr L dy c o SCALE 1"=50' � p � � � � � � � � � � � � � � -086 , U NOR . KNOW WHAT'S BELOW. aria (0 rI, W. W_ W_ W_ kv- v- kLL CALL 811 BEFORE YOU DIG. 0 50' 100' 1 co U � yllrlcicicicll� l� � � � JOB NO. 0 o N ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 � L 0 N Ic Ic to p r r a _M O� CITY OF SANFORD, NCDE AND NCDOT STANDARDS, SHEET NO. coL) M Ic N I SPECIFICATIONS AND DETAILS IIIIIIIII v v v v 1. 1. kI- C3.6 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION ESsioti SEAL =_ 0 5 - %i F GINE�� SANITARY SEWER STRUCTURE TABLE SANITARY SEWER PIPE TABLE ( ��0111100 STR. # TOP INV. IN INV. OUT UPSTREAM DOWNSTREAM FROM -TO SLOPE LENGTH DIA. MATERIAL 03/2�/202g INVERT INVERT EX. MH 313 (5' DIA.) 305.39' 296.26' (8" Ductile Iron FROM MH 12 (5' DIA.)) E MH 12 (5' DIA.) - EX. MH 313 (5' DIA.) 296.78' 296.26' 1.00% 51.89 LF 8" Ductile Iron J -J MH 12 (5' DIA.) 309.46, 296.98' (8" Ductile Iron FROM MH 13 (5' DIA.)) 296.78' (8" Ductile Iron TO EX. MH 313 (5' DIA.)) � o MH 13 (5' DIA.) - MH 12 (5' DIA.) 303.00' 296.98' 1.90% 317.64 LF 8" Ductile Iron N E MH 13 (5' DIA.) 316.50, 303.20' (8" Ductile Iron FROM MH 14 (4' DIA.)) 303.00' (8" Ductile Iron TO MH 12 (5' DIA.)) U .9 m m MH 14 (4' DIA.) - MH 13 (5' DIA.) 320.00' 303.20' 4.25% 395.00 LF 8" Ductile Iron = z } ~ O U MH 14 (4' DIA.) 331.09, 320.20' (8" Ductile Iron FROM MH 15 (4' DIA.)) 320.00' (8" Ductile Iron TO MH 13 (5' DIA.)) o, (D (D m MH 15 4' DIA.) (- MH 14 4' DIA.) 326.00' 320.20' 1.47% 395.00 LF 8" Ductile Iron Q z z_ z_ (MH 15 (4' DIA.) 330.50' 326.00' (8" Ductile Iron TO MH 14 (4' DIA.)) � °C MH 17 (5' DIA.) - MH 16 (5' DIA.) 264.50' 263.50' 2.16% 46.26 LF 8" Ductile Iron a � °O a MH 16 (5' DIA.) 276.51, 263.50' (8" Ductile Iron FROM MH 17 (5' DIA.)) o O O M MH 18 (5' DIA.) - MH 17 (5' DIA.) 266.00' 264.50' 0.99% 152.10 LF 8" Ductile Iron (Dp; w O _O O MH 17 (5 DIA.) 278.46, 264.50 (8 Ductile Iron FROM MH 18 (5 DIA.)) 264.50 (8 Ductile Iron TO MH 16 (5 DIA.)) z ur rn MH 20 (4' DIA.) - MH 18 (5' DIA.) 278.00' 266.20' 3.41% 345.89 LF 8" Ductile Iron a �' X z Of MH 18 (5' DIA.) 278.45' 266.20' (8" Ductile Iron FROM MH 20 (4' DIA.)) 266.00' (8" Ductile Iron TO MH 17 (5' DIA.)) o °C o " 0 � MH 21 (4' DIA.) - MH 20 (4' DIA.) 283.10' 278.10' 4.97% 100.57 LF 8" Ductile Iron Ln O O O MH 20 (4' DIA.) 288.72, 278.10' (8" Ductile Iron FROM MH 21 (4' DIA.)) 278.00' (8" Ductile Iron TO MH 18 (5' DIA.)) w 0 z0 w MH 22 (4' DIA.) - MH 21 (4' DIA.) 290.00' 283.20' 4.97% 136.77 LF 8" Ductile Iron ko °C U wcj MH 21 (4' DIA.) 293.28, 283.20' (8" Ductile Iron FROM MH 22 (4' DIA.)) 283.10' (8" Ductile Iron TO MH 20 (4' DIA.)) o �; � � U MH 23 (4' DIA.) - MH 22 (4' DIA.) 308.00' 290.20' 6.07% 293.23 LF 8" Ductile Iron „ z MH 22 (4' DIA.) 301.02, 290.20' (8" Ductile Iron FROM MH 23 (4' DIA.)) 290.00' (8" Ductile Iron TO MH 21 (4' DIA.)) J z z MH 24 (4' DIA.) - MH 23 (4' DIA.) 314.80' 308.20' 4.72% 139.72 LF 8" Ductile Iron ~ U) U MH 23 (4' DIA.) 317.93, 308.20' (8" Ductile Iron FROM MH 24 (4' DIA.)) 308.00' (8" Ductile Iron TO MH 22 (4' DIA.)) U) z N MH 24 (4' DIA.) 325.97' 314.80' (8" Ductile Iron TO MH 23 (4' DIA.)) O p = z (D O w o M LU N N N w Lu N CD CD = Q Lo LO U C1 O N Q N M M z r O O O cn DATE 1211512023 O r DRAWN BY 332 • DESIGNED BY • 332 • CHECKED BY • R. BAKER • • SCALE • AS NOTED 0 c Z' .N 2 U C N N O L / N 0 QwCL 70 U J � Q z O wN z ° = o LU Uco U C z = _ C, w 0 co co U LU 1-4 J i--i a 0 zLU o > � 0 Q QC �U) w Q � Z Q U J a2 U C _ = z co M I- : N 1 < Co N O 0-'^ O 0 0 \J/ o z � � . a � .3 z N oa p0 2 n J_ Q) H ~ O O > 7 M O d U o_ N 0 3 Cl) c LO 1 M N � 7 N d O U_ 2 L d N O V O � O 0 j C O V LO o • KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. o JOB NO. N o N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C3. 7 L / \�.'r\01 INV.=377.53' GRADING AND STORM DRAINAGE NOTES PRELIMINARY NOT RELEASED 5G QO \` + 15"RCP 1 I FOR CONSTRUCTION l \ / INV.=374.52' 12"CMP \ 1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811)AT LEAST 3 \\\\\)IICA1/!!!!/ \ , / /NV.=374.94' l DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT \`\\ �N \ \ I ANY DISCREPANCIES TO THE ENGINEER. �oFESS/p� BUDDY RODGERS CARTER& \ \ / \ \ 1 MURIEL F CARTER 1 11 18"RCP 2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES �-� / P1N:966046-3204-00 1\ ��INV.=377.52' INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE = SEAL = J DB 426,PG 534 = _ PEDESTALS, WATER METERS, ETC.). = 0 5 _ CURTISDALEKELLYTRUSTEE NC GRID 1 I 3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST / PIN:9660-35-9486-00 NAD83(2011) 5G QO f , ��1r DB 1396,PG979 / NORTH=605886.54 FT AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY `'//(! EAST=1964969.81 FT 1 CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES111100 BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED 12"CMP TO THE ENGINEER IMMEDIATELY. 03 2� 2024 / INV.=374.39' �1 4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE / / Of>EN SPACE.. 'l (o 11 c - ��,\\`1 \� �`�@•( ) / 18"RCP J >r t `R , • I \ LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE 122,721 SF r/1 /Jr \ \\l� C a\\ \\o�c�, , - / INV.=374.49' \ / 2.82AC i1 �til )t\\ °�\ \yc�`>C\,` 1 CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN E I// \1 THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE J J ( v \ 1 11 \ ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY o \ � \\ \� J CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER N E J \ \ Q LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE = z �� /,// ! • ` �',\\�\ JJ J\ tl\�� III \ \ ENGINEER. cn U F Ito<�r r s' ^�fr l , \, \ 5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE Q z z 0 co z COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES. v N O RIM 1 oC r-i //JJ- //�//, f rl\�\ l \�� / 6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE Q LL 00 Q Q p INV.S=380.86 �, ��rrlr lr 'd / r f )(Ilc t ro/ BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH LL o M 0 0 � ) 1 %\ti ;�` / r-.� ! ) tit, A //r�� ! !ft /r�r Il(° ' r^ A \ FINISHED GRADE. � � � o (ten O O O L� l /�y�p3'.^- -� \,� ( � l/ /1!ly l/�jl(/0 I ) / / /'l \ o)° t\ 7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY (D - QI A .� /\ J 1 r / ) {^ s z w 5 w U tom~i !r / ! l I1) C\ J �\ \ THE OWNER'S INDEPENDENT TESTING LABORATORY. x 0 U v z 1\)\l `v!� \- ` ' �y•� �� rrl1 /p)�(dAt, ( � l\ ) 1 r J r 1 >`1 �\ 1J�r� RIM381.30 ^1 8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED Q w a� z L O L \)( l \ \ r �`�iia/11; /oi'r' ! s IJ /NV.N=387.03' 1 \ Es f6 O � cn / 1 / l \1 \ i 11 I1 U) Al!�/` INV. S=377.95' , OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88. � 0� U) U) cq O 9. A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY rn > z z w • L 1 \ SHERRYLOUCARTER \ ' _ = O PIN.9660-44-3899-00 )l WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES. L U 0 a oAD ELLL C 6 c� ((\) )It 'r/ ° (/ t!Q r\ / )°1 1 I 1 t>1 1yl\ 1 \ \ \ )/\I` \\ DB1650,PG14 a Z 10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE ~ o C) w , / / r % \ I 1 \ \ \\ I \ \ \ �j p� C) o � 0 �'� �,l I/ / f/ ' G^ �\ t l \\ \\ \ \�\\ \ / C m TO HAVE NO MORE THAN A 1:50 2.0% SLOPE IN ALL DIRECTIONS. ALL T °� ° yt 't \�) r \ i / 1 •�� ; v ) >�I \\ \\�\ \ ram \ \ �° � �` p moo, IL w z \>1))I►(ttfJ�/� , c r/k l�\t� ), \ � = SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0/p) SLOPE FOR THE _j Z Z I- ♦ \ \ � \ � \ \\\� : \ \� \,\ ` � m o w \� 11 \ � \ c t \ \ ^ J�. / { LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0/o) SLOPE FOR U) U - f C/ t,1( ►( Nr J 1 I r-wr , �-�, l cl I 1 ► ) Z \ \� r (, /(If/;L � r (I � S� \ t \ \ ,� El )\\ c'� THE WIDTH OF THE SIDEWALK. 1-- o \ \\\l>>)l lIUI�\�I1111f \ L �\ \� ),l) ) J(r J / ! l ` \ \ o\ \ / Nl�lkkf`\ ay3 15"RCP 11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTIONcn Z )> \tiJ( l . i 1/ s I� / ,' t \ \� \\� \ \ \(\der/ \ 16E INV.=375.48' )\l okl? N�� Ill y \ 1 ` ))I( )1 \ \ \ \ 1 1 or f))r� ee 1�\, yA°a2 ,\\\ LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM U) 1�llIJrs1! l a \\" �` 1` \l \ ✓ '(s (J(1/`S` 1A 15"RCP I\ \ STRUCTURES. M 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE O = z I r I Illl I III}111(I/// )a, ) ( r� lJ /( ) Ilt• (( \ j \ o \ 1 \\ \ (, ( �) t � \ \ INV.=373.55' REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT �� / (/l f i► I ) ! ( Is r �(()I��I�(n(j(()J►Ir1a�\� �- \ � )) ) ) THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN 0 w / /!/ l I 1 1 / I I 1 • 111 �1\1\\\\l\\�s ) �\IlIlk (S� ) ( ( � l \oQ e \ / !�°1 �f \ l 11� \ �\zf! 15"RCP cl= \ l r / / ) \ \t , 1 \ BE FOUND. s ` , _ r J / ( ) 30'ACCESS EASEMENT /NV.=366.93' 1 / / �� 1( \ 1II11 l \ ° / � / 1 \ \ 40 1 13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK / /I J 1 1 I l I ! + f ( )) 11V!/�)11\ \ \\ 11 ) \ \ r r i i (I11`f\ / - 1 \I\\ II POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT Lu M � �/ I I I 1 \ ) 1 .J \\� \ \ S , ) � °S !I u. I \ w c� c\i c\i / I I l f f J� t \I I\ \\J ? \\ l . J /' / / ° \ s 1 / r1� ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE w o 0 0 O N SPACE#8 / / 1 � ) l l 1 I I I 1 1) 1)r tJ//rl!1/ T\ \ 1) l) \\ / + 1 S t ) i l�, l l l i l I \ l \ ( � t(t 1l�1� \ s a _-�-\ 1, r � 1 J i 25a,198 SF /� llllr I / J III I 1 II I }�1)11 i111r1(II ° �° 1 t \\)\�\il \�� ,t� ,' l )v ( ° l ^ ` \ 1(\J r(lr •�\ 5.84AC l!f/ I ) II l I I l ! l l 11{(J J• >\\\l `\ \~ - r� I ��, o J I / J J 1 I \ OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO u p \ = Q � ocv I \ (! CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN Q o 0 W) ( �� \ \ _=1JI I 1 ` I) I °JJI 221 r �\ 1�1.\ z \ I ) ` I� \\ �\ \\\ 1 \ , n � ll)III III 1 I. u \ \\\ \ - \\)( ,II ,i !' I ) Za2a �t , \\ �,T Rl 367.29 ^\ DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED O 1 1 \v ►�(111 If) Illl �w''Y ' ��- ` \ r i I�1111 ) 1\ \\ \ y \ r t \ \ ,6% r \\,\ ll)\�Ill�` �N. lrlt \ INV. S= 64.68 f) . < s ` I ! HA L CARTER BULLARD / AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE. �n DATE "•�% •� r7\ 1 I) ) )II V. '( �` ((� 14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN �I 1 It (Illy J r i P/O IN:9660-44-4258-00 / ,� � / o-rr/ �t = 1 1�\ t � � � 12/15/2023 11 4 ( 1I r1)1 t ` UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING m �((ar'\1 N�j�Jj��lr illl� 1��(� B 9445, PG 15"RCP, / 0 ( ) 1 �0 1 ` ti\\'\�l� \"` �\ l \ \\ 4- r j N- I)) �1 1 �<`t NING:RR& Ll INV.=361.34'I� AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED } \\Ill l \ '�\ \ _1�rd ` c > r ).N l)+/ 111)\1\\ �) l �\ J !I I DRAWN BY \Il\ \ elk a' \, ) �� DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE \\\\) / ` \l,t \t \ 1� \\-' !� t )\ � \ ,; h \ Z CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO 332 \\ \ i N72°49'o7"E 144.21' �\ \\� ~^ �\ ( � )Ill (!!J 1 I(( ) l\\\ f 1Il )\\\\\) ( \ `�� a °� \\\ \��l 1 I \'-1( tl ) ( iJ �`\`��\, �, -;\ \�\`\ ; ( )(\� L \ \ . � C\,SA �t+Jl III �wktg-�.\ '> / . , ��,\\,�1>\ - °- II lZ ADDITIONAL COST TO THE OWNER. r + \ a ,d ,� I 1 / I1 cSSl III 1�( \\\ \\ c \ll ) \\ S <J )(\ z ., �-� ^ f \ �� \�< v \Zlt\\ \\�)))i�/!\ - , °\�'� Y mot, )� I�l 1• "r 1)1)?�11)�f °l >,l i la f ^ 828.06'-/' 15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN DESIGNED BY G�O� / �-°/\ %\ l\ ` \ \\ \)) ` �, )\ , / �^ \\II JtS 1�� \\ \ \�ti\\ \ ! l \S ~ t t _ ✓) ( r l\ o �N81°zs'2o"E_ > , l \\�i61 - IJ OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. 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I�/k I I �I / ) � k 11 kl �11 � k k k k /// // ( EASEMENT , b s 1 \ i I \/ I� I _ '' r F- � kkk1 kkk L, I< � � � )f /f/ / ) o/ / I (� \ I ' ) ) - 1 I Lo v \ / / / / I ) /1 1 /// I / � l / / i / I/ ) / / / / l , � 1 \ 1 � � r \I � � � �1, I � �� (� III ( I I I\/ �Zkk // /' / f ; / I I I r ,a �✓ / � / // 'J \ / J N \ - ^1 / / ( / I I ' F- z I�k,��,IG IG k(� I�I� , 1 I / / ! ( / / I \ \ k k k 1. k k k k)k I'\I� Irv_\ ) 'A\ k v k k w ) - - I ) / I J 1 / O 1 � � � �� IJI� I1I. I. I. I� ) I / l I� I� I� I� I� i l 11 P/ r r / \ - \ 1 \- / , � , - I \ ) 1 � , \ / / / ) / / 1 / \ / � � � � � / / I I ' r �. - ) / - �/ / I- /\ \ I I N \ , ( 1 / / I \ \ I l( / �' /I ' / / / I� I� I� I� I� � � � � � � / ! II I/ J / / I \ I I I 11- / / I ( \ ) / I I k k k, I� I� , , I . . . . . / / I, I. I. 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BAKER U U / / r / / ' / / / 1/ / — ' ' ' _ — 1`\ I (1 1 1 (I I1 I \ \APPROXIMATE LOCATION OF PROPOSED POND/ / / r ' V l — ' / J, ' / / ' / / '' • W W � ' / �' / — ��— ' — � ' I ( I f \ ( PROPOSED POND TO BE DESIGNED � ' � ' — ' / / ' / • SCALE Z Z / / ' , ' r ' // / I N / _ — _ _ r\ / , \ I / I AND PERMITTED IN THE FUTURE. / / / ' ' / /' ' / J J / � ' � ' / ' / , ' o — ,. — ' / I ► / / / / I t' � I / , / / / // J • AS NOTED / / / \ / \ � � o / / J \ \ 1 / IL L Lij Lij CL = GRADING & DRAINAGE LEGEND z --- - - - - - - - _ - - _ - - -100- - - EXISTING CONTOUR < z 33 _ _ , I / r J' , '/', / 100 PROPOSED CONTOUR 3 — r _ , ' ' /' ' — ' ' l / / ' ' ' ' '/ ' s — — EXISTING PROPERTY LINE O / 1 , \ / / �/ � / / r EXISTING RIGHT OF WAY W (D � PROPOSED LOT LINE (n U 70 ACCESSEASEMENT z = Q \/ , ' ' ' I / \ J /// rl gyp' UTILITY EASEMENT W Q zco l CL / ( , _ r MATCHLINE C4.6 \ i `\ _ / ; ' " — z / / � / / , / J , , � fm 3 / `� / / / / , / h , / / 3 /// / / DRAINAGE EASEMENT U O I--I, / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ' / / l PROPOSED SETBACK J H Z Q o ' / / / s / _ — _ — / JJ , r / / J , / CENTER OF CREEK } / / / / , r / / / J - - — — _ MATCHLINE C4.3 - / / 1 / / ■ / , , / / / r / — ) EXISTING WETLANDS QZ W N43°22'54"E O a J l / 1 / ' / / 1 / ( / / ` / ' ' / \ / / / _ - \ _ �_ _ _ -- -= �--- _ 813.37 / 1 f 1 _I / , l I / ' / 1 / J / / Y / / / / PROPOSED EOP O CL N / / / // / I / / /' ( / V/ ( , ' r ' ,' ' — —T—— ` � `�r� 'c / , //` I ,� I /'' 1 r/ /J / / / �/ �'/ �) f /l/ ////// // ' r/� , X TW PROPOSED TOP OF WALL � Q U Z 2 z / / 250.25 w Q � o C14o / 1 / /i / _ _ _ i \ / / r I / // 3 BW PROPOSED BOTTOM OF WALL o ,' ,' /' IJ I / /'/// G6� /' — _ — I I \1 / , I I // / / ' J // �,m = m N // / II I ► \ /) / `/J ( / — \ _ \ , / (, I I \/ , l/ /rf%/ J /1 i � 4250.25 PROPOSED FLARED END SECTION = z E o cl) l N l / / l 1 / - `� r / I Ili / /// �,(w a s / 1 / M I / r I ( ( / ( I \ \ / / / , , r / l // / / PROPOSED STORM DRAINAGE PIPE I--I c lco \ ) 1 / / J JI l / l , _ J / \ / � Ir l / r / \ flJ < . ' Q Z ° ° I 1 , i— / \ // / / / 1 J r/ / 1 1 / / / / / / /� � � � O O 2 EL / I ( , 1 I , 1 i/ ` I 1 / I l l l l \ "� \\ _ - , \ / \ \ rl / / / , / J /, / f / / /// Q (D 1 �— I \ 1 / ✓off ( ( I / / / ( /r - - - - - ` - - ' ' / /' ' ' I ' 1 /( / kkkkie z °L Z 1 \ , \I ( / / \ 1 1 \ I \ _ ' 1 // / 1 / I r l/ / J J I< , ,� � � � � r� nn o co o / / \ // I 1 I t / \ \ \ ^, 1 r / / / , / / , / / / / l I � � v 315 l \ ( / l / � 1 , \ / / \ J l / / I / J / 1 ' / I I / 1 ( � � � �� Q or w / ( ' I I I I I \I 1 I I 1 � ` ' / , ,I / / / r / // 1 / I l/ , l '� /I l / \ \ a v 11 v o \ 1 I N 1II II IJ I 1 11 l \ k + Q0 320 I �°> m>r Lo 3- - 13 Y o rn o I \ \ I \ _ / / ,✓ / 1 1 r cA / 1 e' 1 \ / l / / / l / / / 1 1 / I 'I' I � � M \\ \ \ I I \ \7 APPROXIMATE LOCATION OF PROPOSED POND. ' / / ( ( / / / / / / 1 ( I �k O co lb x co CO cN\1 / ' '►\ / ( I ' \ I \ I ( I \ ' \ \ \\ PROPOSED POND TO BE DESIGNED ' ' �� / / / ( / / ,' / / l , /I , I / / I I , \ 1 ( 1 �P Q 2 r N s 1 I I cn I I \ 1 \ I r / / / / / ( \ I I I ,� m n AND PERMITTED IN THE FUTURE. / J / / 1 I I / r / 1 �J / /r —1 I ) , I\,(�M/,/ '/W1.1 v- V- � r c N o ^ \ mc \320 Lkw- kk SCALE _50 r l \ \ \ 1 \ \ 1 )l \ 0 _ _ \ V- vkvv ,� v ,- LL ,. ,- KNOWWHATSBELOW. ° JOB NO. / / r ` \ \ I CALL 811 BEFORE YOU DIG. \ N 3 5 ' BUF ER I 1 \ r / I 0 50' 100' 2 -0 �' N \ / J — Q [- o '�\ \\ \ \\ ( \ 1 III ` \ J M \ I I \ \ I l 1 \ \ I \ \ \ 1 \ \ 1 1 I 1 I I \ l � ' tn, .o (L I 1 \ \ I \ / / 7 / \ „ - � \ \ r1 I \ � \ \ I \\ \ \ \ / ) \ \ \\ \ \ \\ I I I I I \ ( I )` 1 I I I \\\ I` ��\ -0 2 10' PUBLIC UTILITY EASEMENT / \ 330 \ , \ \ \ , — \ I / ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 in 5 / - / \ I I l \ l 3 �\ i \ > \ I 1 1 I 1 \ \ J / It l 1 \ ( �1 � � � � � � 1, W. I ° M �- 32/ , �, , / , \ \ \ / \ 45� \ 1 , \ , l , \ , , , I \ , , I �r� k CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. 1 / \ \ / \ \ \ / 'k Qo / / a > > \ ( ) \ / / \ , ' I , ( co I I , \ 1 ( � , \ \ \ SPECIFICATIONS AND DETAILS cl) / / I O \ W \ ( \ I 1 \ l / / / '' - ✓ � ' � 1 � � \ \1 I \ L ` I ( I 1 \ \ \ I \ / 1 \ 1 I 1I I \ 1 / I / � � � � C.4,6 L \\ \\\ / -- ; INV.=377.53' GENERAL EROSION AND SEDIMENT CONTROL NOTES: PRELIMINARY NOT RELEASED \\ \\ + 15"RCP I 1 I FOR CONSTRUCTION \ \ � INV.=374.52' \ �\\ \\ / // 12"CMP 1. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS. \\\\\\\II IIIIII//J \ \\\ / INV.=374.94' S_ 2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB \\\ �N CARO�/ �\ \ / � SITE AT ALL TIMES. �� OF ES S/0 11 `\ \\ BUDDYRODGERSCARTER& l 3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT \\ \, % 'I- MURIEL F CARTER 1-1 18"RCP _ Q \ o l-> / PIN:9660-46-3204-00 / _INV.=377.52' THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ. = SEAL =_ \\ � J D6426,PG534 / H I 1 4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO - 0 5 - \ J % z CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO - /L,, y\\j CURTIS DALE KELL Y TRUSTEE i �� ° <�/, \ .\ 1�1 PIN:9660-35-9486-00 PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA �� F GINIE- \\� IN DB 1396,PG 979 z \ / ,/ , + COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO ✓/ \\ I, rlrr t O \ J L / Q P� \\\ )I rIf \� 1 �' DIMENSIONS OR GRADES SHOWN INCORRECTLY. I // W. B \\ r5111+()11y �� '\T 1 o/\ / 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE ////l11 III\\\\ t /Il )1() l ( \\° / 12"CMP SUPERVISION OF THE GEOTECHNICAL ENGINEER. D3/Z�ZOZ�f IR 1()1l/rn r." )l IJIi(\ \ a— INV._374.39' // 1(/ o -;� 11 'J� ` \ \ 6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING 18"RCP (I/ J/a ` it i `\\�` \` \�i�,1x•) / - UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF \�°I r/) Jr \ \@,$'C a\\ \ \ ! 'O E) / INV15 .=374.49' 1 I \' ,`,✓ ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE E J // ll T (ll\ "/, \\ \ >\ -' - � ) / ` � ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED o -- -- I,,i 1 \\'I \\ \� APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE. o - Q � _ > g Jil t\ \,,\ \ \ \\ c , t / 7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF �\ - \ /, ////f 1 1 \ \\\(n\Il l \ \ 11 N E Q \ \ / Kw r/�JJ 'J) <II bk1) 1L ti^ \\\\\\t�\ h \ EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS. E co co � r --I,-�' f ( /e. L, \\$\� \\`\ \ � Ip S\\ \ 8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES = z "_ - \ - , r / ,o /�, -r ' J \ \ ) \ WEEKLY AND AFTER EVERY RAINFALL EVENT. .0 �\ \^`\ v /f i , "j< l / I I 11 \ � \ o 9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT Q � � Z Z_ � �` k` L// r\r.6,v ��/ ° JAI-< /� / /I ) 11 \\ `\ i 0 Lu ra � z U) �1 3''�/ry r ,V` /� r .-/ 1 y`�lt \ 11 SEDIMENT RUNOFF. W U Of r\j O ," \ / t i '- � J/! / /� i- r/l , ��/ J l J /1 \`+ , \\ //r- RIM 384.03 oC " -4 Q S \ \\ �/ J'nly Ir . ✓/� //J 1✓/,�/// ' .// ,�Ir/ / 1 I \ \�J/ � 10. PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE Q LL -o � Q Q \� ) INV.S=380.86 lP \ �� / c -�f /'` / f ro / EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BEAN LL N rYi a l� (/wOr � ��/' r ) -�S �/ f / ° UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE oo Z Z Z 1 \ ) t' - � -\ - , ,,�, , ) )) ll \ ///V' /I / t ,,� r -7 r,� a x u Lr \ ( //y� > ,�- ; \ c / �)(1 / (/° 1I / J 1 DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND (D (D °, o1I U0 O_ O_ O 4 \ ,\ �z. J Iti / / l /�If �\ ( �J 1 J� (/ l) . {- o)n� z_ '•" -' � \\� \ S ( fj \\ _ \ J- �- - 1 I.) /I$ ' % I I I r ) ( I - DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL Lu at 0 ~ \ 1 1 \\ , �� 1 I - '\' \ l / ) ) ) �� \ UUZ 1\ \ I-� ) \ ' �"__ RIM r /// ` ( ( 1 ( $ \ J' / RIM381.30 ^1\ EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN a -a Q z 0 0 O )l I I \\ -\ } t`, _ it I -��J�rp I /I($ \\ \ \ 1 \ I I / J ('- r ( f J. INV.N=38703' UPLAND AREA. o o O co J// INV. S=377.95' 0r '-' cn U c!) O r / 11 � `{ $ )1 t `/\ 11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE Ln ,� I l L) ( ) I {/ J\ ~ - J// �' ` / �� \ r l 1) 1 1 L\\\ SHERRYLOUCARTER ♦ 1\\ STRUCTURE. = '' � Lu ZOO W / Lu �11A , � ((I (( r �� / l ) )\0�\\\ l 1 1 i $\\ )r \ \ l \ \l \\ P/N.9660-44-3899-00 - \ 12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM ~ 'L \° � U U O FIG BROADWELL LLC / r i,>1 ( T ° r r / 1 \ / I \ DB 1650,PG 14 a 0 s ( < (\) )1i {( / IqT� / / �01 ( II I / I I l>\ \y`\ \ ` ) � ` \ ^ z I- � 0 LU 0 PIN.DB 1615,P 132 , .. -' ( S�' - )'l)(/ J I // r °> "J ///r�//�'' \ \ \ S I 1 `\ \ \ \\ ) 1 \ \ cr C) REQUIREMENTS. o 0 DB 1615,PG 132 - / / J `� / ( J \ / 13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, � o ( 1 >/<<( \r/)\1, / )' <//</(�J 1 ,a , ) `\ � \\ \\ \�\\ , �C�v ,� o� O O Z \ S t .- \ ( � 1 I I I S >\ 1 \\\\ - ! \ \ - Ln M LL. LL \ 1 t11�///f l / (1 (� \ ( I ) S l� l i \ ), \\ \ ` \ \ � C = ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY. Lu Z z ' �( ((} /J 11 111) )/�/ /v <>> J() 1ti�\�` _ ( �C� I C ) / \ / p \-\\ 1\�� \\�` J�, \ \\\� / i/ { 11. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND � U) U) - i ►(,.J Il l f),4rf i)/ 1� ( r \> ; � \ 1__') I. Ll / p I S Z \ \-N r �\ jJ 'l`� ^\I( ),,l*rI Jc<°/�)/ r ( l� \\ ` \ \`\ 1�\ > Il 1 \ \4I I 1 \ \ ` \o� i,\\\ -\ \ IV rr \ ` - \ n SEDIMENTATION CONTROL MEASURES AND COMPLETE THE SELF-INSPECTION FORM 0 ,/ \ \\ )) II// '' 1 �J'J) \>) L,, \ \N~ ,l ) J e, / > \ \ \ o\ \ \ ` �� ll\ / 15"RCP Q FOUND ON THE NCDEQ WEBSITE. TWELVE MONTHS OF COMPLETE INSPECTION FORMS cZ\� / x ` \\� l(1 �\1 y11 J�T� -1 r� \ ) 1 ) ( -.J/' , 1 \ \ \ \(l,,f I 1 IFS '(( 1 )l Y,(g� l/ `S ) 1/ > r' 1 I f \ \ \ \ \ r� f JJ` , I\ INV.-375.48' \ af \ O\A SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS Uj L I l I) )i� (`11 't`\� \ 1 \ )11l )) \ ( I , \ \ \ \ \ \ _ \ or )) > ! \ 'S�l� L�' �\ 1 ) I 11</J Js1\ l S \ 0 - \ "" \ 1\ \l \ '(S (!r)(lI\` t \ \ \\\ RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.l / r >> ��viliil��,I�� \ � � 1 1) \ ` \\ _ 1f ) 15"RCP Il ° !! i \ \ \-• -4 ()fl \ \ \ IN 12. EROSION AND SEDIMENT CONTROL(E&SC) PERMIT AND CERTIFICATE OF COVERAGE OO / o ` 1 I °c < r, ill( I I11I11 > l \ \ \ 7>? )r I �rti )(� C • L \ '\ \\ 1� I l \ (( S 1\ \\� COC MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR.A COPY/ r\ (") ( q 1 !1 , I 1 1 ) l ) >) \ \ \ \, l r )!i \ \ \ ( ) = z / / ° / S/ 1 I \ I A 111) I fill 1111/I I Ja1 ) ( ^� 1 J� /( l III (( \ j \ ` - �� I, \ \ \\ \ l> i l \ ` (D , 1 ! ( /f/ / ( ( � �Ilf I j (� \ � ) ( 1 ) �� o V v 1 ) 1� 1 ) ) \\x \ � OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON > > s / 1 1 1 I (, ((S) 11111111 11 ( \ 11 (( � ) )( 1 �\ �- -� I ) / cl ° -, \ 0 W it. I ° ` ��\ � SITE, PREFERABLE IN A PERMITS BOX,AND ACCESSIBLE DURING INSPECTION. I J�> J/I / I 1 1 / I )1 ) g111( 11\\\\\\\)Nm'u )-- \(I\l \I r( (� I f ) t l \�4 \ ( (�` / // ) o) ) °I \ l \ \f : RCP �= \ INV.=366.93' 1\ 501 H / >�l 1 ) ) / �/ / 1 1 / J r r / )/.111i1111(\511111\i \��ti 1 \ 111 1S 1 ( ()( l \ l\ �-� / / ✓ I � \> \ i \ l !I 0 cl) ,ti_ Ili- ,JSr ( /Ir I I/1 I 1 / / r / I I I (\•I(r) II((f vo)1�JF t \ \\`(\1\l1 1�\l ) \ ( \ l I II.1/ '/ / / ) / �( 11 I n � \ \ ( J ( 1 1 1 l ) /1 ) 1 ) I ) ( l I `�\11 I I)(U//�!!J. 1\I \1\li\l J \\/ ^ ? )J ° J / ( �e \1 y S I( \ \''!!��!!\\ W N c\1 c\1 /� �� I I I I ) I r )\ (l 1�1�\\\� ,S� ._ / t i 1 \ (i"\fh� w W o 0 0 <� )/- , ( l I I ) r I ) I\ ) ( \ \ ) ly) 11 (u)lln(I , 1 I\ ` _�< . / / ( ° )c 1 f\ ' *�. / PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE: 1 ; ; JI, r r I I ti l l 4/, (\ \\ �� \ — t / // J I \ \ / I o I = Q — / ✓ / /l 1 1 )� I 11 3 I \ } ) (f1� II U)() a \\\ \ \ 1 J I do ( \ )\II ( J r \ I�\\✓ U 0 \ O CV /j� //JN (f / /1 / J 1 J I \ S \ l I( )\ ($fill I lW'\\ 1- ` l\- \�\�\�� \ I \ Il (\n \1 - I I t$ly{1 l 11 \� ' j , /J . Q - c c / 11 1 __�J , ) o, r �(�\= 1. OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED z 0 0 /Jj /�If I, �/}^/, / // / l ) ) J 1 I I \ I ) ( II rIIIIIIKI\l \\ v \ L\ ,\ \\� 11 1 I( 1\ ) I/ r < ) >� �tS�^ _ O /rr // / /// / ( { n \\ I) 1 \ ` < s L ( I � 1 7/ 1l 7(A f� \\ fr I- /NV. S=364.68' \ EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE /) / / /) / I \ 1 ( \v 111 It?I111)II►{II l �r , \ � _ \\ \ �\ \ \ \ . 1 c /) \\ \� J r HA L CARTER BULLARD / J cJl DATE I ,r //�/ //I/ I V l W ,_ \ \ \ ��I 1 I o \ , \\ 1 \ -\ t �' \\ r )A )I�l)I(dl"\ J/�r`c, \ )I(\ THROUGHOUT DURATION OF CONSTRUCTION. j f//f///,/(_. / /I/// / I ) } l ( I \ \ >S 1 \1l i(>l\I(1111)Ili/) W 1( \ 1�,) `\ Z 7` ' �)I 1 } I} IIII '* '� Y 1 r () P/O /N:9660-44-4258-00 \\ / \ ' > / / ) --^ 1 1 \ \\ \ ` ` ° oY1 �( 1 ( , I )1 2. OWNER/CONTRACTOR SHALL NOTIFY NCDEQ DEMLR (RALEIGH, INC)AT of 12 15/2023 / / c ,/ //(/ rJ//� ! t / / ) I l 1< � 1I1 ll)) S}IR} �� WS°`w \ _ ( \\\o I o\ a irlk t�\ , 7 / 0 0 ) ( / / / { !\ I a ��$411 3)) ��.\\�\ \° `��> `\.� if \'f��o)\1 Nj�j$JlJ II(mil �� ,! � B 9445, PG 747 15"RCP \� (919) 791-4200 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON 0 // ( / / / { Ca (( \ S� \ \ \\ v�v �L r^\\ Ill"111( l l\l \ \ \;\\ S - 1 J \t 1 1 -4 ('" ,' c III I(° ))1 S \ < J G:RR& L/ /NV.=361.34' \\ /IO 1 J / I ( I/// /1( ) \I ( l \ 1 •" 1 ) \ I ,`T I\Ill\\ \\\\\ v d \ - �\ �.\\ '� a .�\1� \ c ) J •) ) U(r ill)4\ \\��\ / / I EACH PHASE.LZ } DRAWN BY ^� , , / I _ - \ \,\ \, \(( \\\ \ \\\\\ /W W \\ \l,l \\\\\\\Il\\�� °l� \ \ \_^ ,11)\�(r11 \lf(l�))tj)& I\>\\x\\ ,` �J \\\� ' /�i 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCES, AND CLEAN 332 o /l / I 1 f f rrllf // 5 1. _ \� \ \ \ \ \� \ \° l 1�1 \\4\ ,�\\� �� ati �� \ N\�\ \\� \�ti\\ j L \_\o�L�\lr 1 \ \ � r / / o>lr ((l� (r l(1\ -�, ' Z l ( ( ! ( �I 1 °�`` \ \ ) � 5 111 )()\ \ \$\t>� W W W \ \` \\\ \�� \ l,�l `- z' \\` t° `( )!il (dI111( ) \ f „� ( \\\ WATER DIVERSION DITCHES AS INDICATED ON PLAN. ONLY DISTURB THE ° i \)tl \I III} \ lam\ �:_- \ �� \� \1 I I l ` 1 ) \\\\ � mow wW o>> --� \\\\ \\\\\ \ ) /\? < `' ��f lUl \\1 1 1� ° , (� I\ \ \ ( S1\\ \�� \ \ \� \` I ( \°I 1 1 (o)(III 11\l ;,t\- \ \$1A� \i� rr) J�r \ \ �c �� \ �� ) >( V)I1SSS�S(Il1)Iil( \l�, ` \\ �/ �N \\ \• ,.\\\ ,` r ~� \\ \ f1 AREAS NECESSARY FOR INSTALLATION. o �l\� \\ \ \\\\� \\�� >� \ \ t ) ) I _' \ 1 a S()I Illl }(` :z \',,, ��\ \ v �� \1 \ \�\ 11i(�/1tJ - ,�> ill^^>,\ 1 I(p� ,�`e , Ill 1\!)))11711S�f ^l�( \\ oJ� i \�\ \\\ 1�°° O°~ y \\ DESIGNED BY \ c I \ \ \ I\ \ ll) \ _� , 1 \ \\\ j\`, , / , I o > I\ 1�`a / \ \- \ �L / \� 4. INSTALL TEMPORARY SEDIMENT BASINS AND SKIMMERS PER PLANS. ° °/\ 1\ l\\ \ \\ \\\ 1 $) >> / / ^/ L \I (1 \ \�,t,\\\� ,-,\N \ \ r)l ll '((ll 1\ \ \°( t� c� /�J// )( �f1 U� Jl((q ll l\\,, �` �'d / � i�\ f �J \\ \l \t\,�� \\\ 5. INSTALL TEMPORARY DIVERSION DITCHES TO ENSURE SEDIMENT LADEN • o ) r \ ! \ \\ \^ ) / l l > yL l) \�- \\\\��\��\ \ \. /.i\ l `1 r I \ ` \� �' P / f �l l > II ,/( �✓ -�-,� )- ) \ �•�� r 332 ° r L • /- . 1 ) �)\ \ )\\\ice/i/ f /JI " . I/ I / I ) o \ I S\ `_—`,I1 1\�i\\�\�\\��; °\\1 )( 1\\�\ )( 1\1\ >�\\ \\ � �� = ^N/ � t l(�` I\\\I\\Iq)\(ly�r �t)\t (v/ l r � s ,I r_> 1 \ 1 *, v, \ ( 1 l I(){�s�\\ \ 1 RUNOFF ENTERS INTO THE BASINS. ALL DIVERSIONS TO BE STABILIZED WITH • O O O O �r oL \ r! 1 r \\/ )� r\ r! r r/ / 1 , _ r Z \ ) `\ `\ \\ ��Z \ \t \\ l N. �_ �� >T ✓� W Y VZ\ ` \ iIm O }� e / , / / f PIr / , / / �/ -) L / � tt\ \ > \\1\\, 0�N4iI( l�\ \ �k�*.\�� °.� -. J ti 2"'... �� I 1 .a d��•v _ / S1 r 11 1 L--s\\��\ �,\ \ / V 0 _ , I. / r(( t / /J/ % ! 1 I Ji �JI/^- �// f i J / / / ° \ \ t ,�` :\\``\ \I\�\\� \�\\\ L� \\\ \L• - _ - ` _ ��\ -�/ -- � \\\ � / -J-r-J- // , I \ I \� _ ROLLED EROSION CONTROL PRODUCTS. • CHECKED BY o / I \ ( I ( r// f/ / / / // r/, .Z_ 11�,� , /- , ( / l \ \- ` ' > `\ \\ \\\\\ \, \ t ` \ \eta- \ \>`\ �• - ,r �� 1 11t \\ \ ` - )� rt�_ \\ \ � _/ J /1 - \�\ 1 6. CONTRACTOR SHALL MONITOR SEDIMENT BASINS AND ENSURE BASINS ARE o I () 1 / / /j / / / // / , f� ✓ \.. \� N\ �`\\\ \\ \\\\ \ \y \ > \ ` f°�L14) rt>1 l f iltW r o / 1 \ I ///. //'/ ` - �� /, - / f ) \ � \ \\\ \�\l\ - �f /`\` \> �-�\r \\ \ Z�- I-, -w1 )1\\\ 1 Il- ( / ! /� \ \ ,✓\ \ J I(1'I DRAINING PROPERLY. BASINS SHOULD ONLY DEWATER THROUGH THE R. BAKER / � I 1I\11 ( // /// /�//i // / , � - / / / ^ � � \ \�\ � \\ mil\\ \\t \\ \\`�\\ \�> L \ \ \ �� "- / li�l \41t1 \ ��-1 \ �~ 1 t I> ?J) \ r • 0 ° ,/ a (\I I I 1 / / /r / // /j\ - �/ / /� - / . \ ^\ \ Z \ , N'�:, 'I\t \\ \\\\\�\ ♦ L \\\\ \� \}\1 � � z- �� 'fit ( � \ 1\ _ _ �� I 1 )" 1 r l l � 1 � \ ) 1\ SKIMMERS DURING CONSTRUCTION. IF NECESSARY, CONTRACTOR SHALL 1 ) /J// / \ \ \ \\\ \t\\\\\ \\\ \ M \\\\ �� \\ _- � _ � _ -� ->. 11 1 5 ) ,lc�: � J 11/ 1\l ,)) rJs< tt > 1 „RCP \ \ / O �\ ) // / /J//�//I // r i a L \ \ \ ` \\ 1 ll\ \\\�. ,\\ z �� `�. T \ < = o�P/ < r �� ( 1 e S l ` / • o /�� 1 r > - 1 / 1 () I l l// //,J// /♦/ //( /� �� r / �� \~ ^_\- N \\1l\ \ ( 1 • 1L) I\\,I .I ),` \\&� `\,\ \> \ l 1 \ , 1 / ) o_/' l r� IS \1ll\)\S I S I J \ I INV.=3417-58,• ) `/ PUMP OUT SEDIMENT BASINS INTO SAND FILTER BAGS PER DETAIL FOR BASIN SCALE / / / / / J ice11 � � �/ ° J/.- o \ "l \ \� ) )} � I Il t )) i11 ♦ \� �>\\ �� _f\j(\�S \ _ - \\ I)10. I \ _ r � o �/ > l r r , , - _ \ \ f p / / / . _ ' L i I// I I f / (,//,/ /// ( ! / /, , � � � /_I.' -- � Z 1 ) (L 11 kel, < �/ \\ .\- L , 1�11 \\� c- } ti \1\\ 0(/^�9 1 C S° \ r � \ AS NOTED o \f J , // / / r' l/ J/ (r'/ 1 l� / / / /� f , / •�' �,1 Jtl ()) 111) )I 'y)/r/, ``� _ - 7) ' y / ifs (�\� `(\) 5 1 7f 11 ( J ! \ �J. ,�\L \ /\( REMOVAL. CONTRACTOR SHALL MONITOR BASINS AFTER EACH RAINFALL. ANY • ( \ \ \` �� \ �� j DEWATERING ON THE SITE IS TO BE DONE THROUGH A SILT BAG WITH A l\ l� /// ( /(1/� 1Ir11 ( ( / / -4° ," '\-\ T I , l�l ( (rl `\(S < - - -' IIIII( `+�� )� ) `\g 7 \ o� Ir \ ) �) j5I ` r �� I ° \ \(. 4 - ` \ / / / 1 ? / / ✓ ti`a_<S o ° \ \ I J ll I 1 )I ( )) I. \ 11 \\ \\ \\\\,>>\\N \S LIT/I ��C a b �1/% \° �� ` S > s / " l \ 11� ``U\_\ o ) \ l\ \ - / ! / r / / r I I( \ 111) I)) III I ( I I ti , , ( / / r ( ) t( 1 \\\� �, ` 1 l _ ti� \\ 1\ \, FLOATING INTAKE AND WILL BE CONSTANTLY MONITORED WHEN IN USE. i \\\ - I 1 ( l y 1 1 l \ \ !o I r. I t-l t 1 S I \ \\ \ ° J l r S I /-,-L, U 1 ,- \\ e\1 / / l \ o 0 o I / / I r�yf)r /J/)1J ) \ \\ \ L �` / v \ ) /fftil �(�F J l 1 \ 1, f��, ti \ \ I I >\\ o . \\° \\o J Ill( II ! 1\ ) III \\ \ \ Q \n / 1c \ � � . I y1111)/1 !// l / /( r( J1, ��\ \ \ \ l(,!((I\\ I ) 1`\ �\ - 1\ > J 1( \1 \\ ( \ ) r\1 r \\\� \\ \\ / / / / \ 1 I 1 / \\ \ \\ \ \ I rt ° ) T / Ir>/ y r�/J,(( '<J ! f /�!/1- ` > \ + )( > / r r� i ti 1 ll�, o If Ni I, \ 7. BASINS AND DIVERSIONS SHALL BE STABILIZED IMMEDIATELY UPON o ` lL, � 'l ti \ (l ( \ \ 5 IIIIII\l j11 ► \` llll�l$ \ \ \\� -� \\ ^� °( (r / J` ( r /yJ ��L�\`- � � \ , N .\ V J / / r a) I / / /� I11111(1\ \ ° 4,\� \� Gov\. \, (ssli,c%r. ( \Z,lk > I) ,All S_'� � ) I '/ CONSTRUCTION. • \ \ \\\\ l\ I / I 1 \ \ \ \ \ \ \ , r ° "f\ } )1 1� / I S) ,\ \ \ 1\ S \\ \✓/ r '. ( l 1 0 \ \ ° \ \\\ \ \\l r 1 1 I \l \r \\ \ \ 1 _ o / k /f ,tL == 2 \ fl l\\ \\ \cc ,- C 4. /J/1 r I ) ° \\\\ / tR/ 42.97 C \ 1 A - \ "\\ �\\ \`\\ L, s \ \ ( ) \ I ( \ \ \ \ \\`�\ 1 °° \ , <) �\ \ 7 ( _^_ \ \> \\\ QUINTON KELLY THOMAS II 1 \� \ ° �}I )J\ 7 `,'�l \ 'y\� / ( ) ) I \ 8. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR \ I \ \ \ 1 \ \ \\ I �\ 1 )\ (1/S}r ` ` == \ \\ l \\\\\ \ ( I () \ `V`1'� \L\$\l,�f� ( , L° ( ( \ - - ` \ \ \\ \t \ \ \ \ \ \ \ ;\\ \I) 11 I ) 1 \ \`1�\f\\ \ \�\ \ \\ \ \\,°�\o.. ol?>I ZaC1``aL 1 �)4>t\, 1 \`�\�-�\ \\\yam \ \\1l= PIN:9660-42-2929-00 \ \ Z _� \\ a\ IL"i I i - ; __ -,1 \\\\ - /J �' S 1z�l ( I \ PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF O J v1 /(` � \\\ \\)`�1,� 11 \ "I 1 ) 11 \\V \\ �� \ ( � 2 0 \ t�l \\2t� ��\\ 01 ' \ \ \ ` \ ♦� °� l \ ` '+�\ ti \ \ ,\1� \ "\ r�✓\ \,\ r =-� c \ \ \ v l S ')I ' DETERMINED NECESSARY BY INSPECTOR. - p \ °° \". -� �\ I 1 \1 \1 DB 19-E, PG 335 1 \ 1 \te1\ `\ - _ ` -\1\\ 1) r 10 1 \ 1-� \ \ 7� � a\ "\ e t�52,�1�� \��`� Il1 II \ \�\`��\��\ \�\ � \ �\`�'' �� 4� Z/R`p ��2^�7�_\,�_�`\�^`�.\�� \ \ �\\ \' \ \ \ n•\ <J � \ rr\,.-vim -1\ ti^z>\<�it<s � \ / J t . o < ) (e \ )�\ c \ \ \ \ \ \ \ a ` �� \ \\7t\ \ ZONING:RA \ `, - /)� \ �� - ) \ owe' / ,^ (o�-- 9. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND / °c -2 3 cf 14 ))\1 \ 1 1 1 I 1 \ \ \ \\ \ \ \ c 1 > " °C) I- �° ) 1\\ \ t`- ,�.��' \\ \ I \ \ 1 r \ \ \ /�Jr/ \ l v � z - - 1-1( L+r� a \ o (•°� M-r ) / " ti• ( I ( l I I 1 \ � \ \ \ -, • \\ ` I, " \ \\ c l _ _ AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. o �r \ C:�et i�f > ' ) S \� •\ \ \,11\ 1 i) r1 )) I \\ \ \\ , \ \ \ S� , �eo <'o ° - \a �� \\�'N \'C� I , \ `� \ -f` �/ \ (v ( \ \ \ \\ ) 1 ) I J I ) I I I \\ \\ \ \t \ \ \ \ `\ \ \ \ \� ,>rc .\ �•)aJaJ\ o�v\ l \^�\` >�\ 4.\ \S \I ^\\---\_fir 7 o; �(� r J \-Oel ✓S/rr,�/ /�� - ° J/�'^J ^��R/M338.55 10. NOTIFY NCDEQ DEMLR (RALEIGH, NC)AT (910) 791-4200 FOR AN INSPECTION o ) \ <� �\ \ \ \ ( T \ r \ ( I \\ \ __ \ l o �r//�/r> 16 ° ' p/ >•o� 7Jr � )J) � ° oa am of r°\ \ l \\ 1r \ \ \ ) I ( 11 ( \ \ \ l \� ) \ \ l \ \ 1 \� I. o)<t 1J/ �- 13 � \ \ � S � - \\`\'/ < I1 �\L(11�1��1)Sli /NV.N=335.65' °r ) ° /�.\r`� \ 1 �a l\ \\\\ \ \\ �11 \(l\ \ \\ \� ' \ IIS I \ l I ` \ I\` \\r'll°<' -\` � �`> o - ��z>J\\Z ( \ .( C ` � r\\ \ \ 1 /NV. S=335.10' AFTER THIS IS COMPLETED. / ! �4 \ � ) l ° ` >r - \`, \\\\ \ \` \ \ _ ) 1 ( \ ) L, /. /n� 4\° ? ° 1, �r \k, \\ ' , �� ((\ r ;\ \ 11. PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 /� / , \ 3/j� )o� � (eel� t \ �� \\\l\ \\\\� \\\ \\\ \ ) > 11 ) J i % e \ \ Lo��3\a` 4 "' • �a� c �t, (1 -r -`Z1� \\ \ ® ai 7 / ) ( /-/' i _r ,� ) ) / 1 / �'I -a \ QUINTON KELLY THOMAS MARIE STILLWELL& > 1 r1� %'f �) \ � ! L t > > ' 4 v - ` \ 1\\ti \ \� \ \\l ✓ 1 ) I \ r �t� �\\ ti1 �\ ��A 11 J I( ��` \ . \ PIN.,9660-42-2929-00 JACQUALINEB.STILLWELL ; MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED. / J \ \ \\\\ (( 1 ) / / \� )\4 D\ \ �V �/r ) J/ \\ -pp`, DB I I-E,PG 335 PIN.'9660-53-4332-00 ; r �! l Vj��/\o; ) \1 r �lt < ) ` \\ „ r}l l)r�') i 1`J!` > JD �� °� e_ �� ` — x ^°� _I \ s \<� '�O 1 Y'y / S ] - - I r r r 1 1 x ) / /o \. \\ l�o � .f — , r'_� �` J \ c , ZONING:RA DB 1440,PG 675 1 0 ^ ¢ 1 o ,. 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('✓ L - ,) \> \\\ EROSION CONTROL PLAN - PHASE I KEYNOTES PRELIMINARY NOT RELEASED EROSION CONTROL LEGEND \ FOR CONSTRUCTION L 1 \ \ \ NUMBER DESCRIPTION EC101 LIMITS OF DISTURBANCE \\\\ N CARo/ /i/ 404� EC102 SILT FENCE; REFER TO DETAIL (TYP). �� oFEss/0� LOD— LIMITS OF DISTURBANCE _ , I'll \\ \ \ \ \ i EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) Q`� TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO = SEAL SF SF SF SILT FENCE \ ' _ \�� \\ \ '\ EC104 DETAIL = 0 5 / I \� �� EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) 13 POROUS BAFFLE / ' ' \ '�� ► J��\ \ \\\\i GIN EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D) TEMPORARY DIVERSION DITCH \ I\ \\ \\\\\\ \\\ \I \ EC107 CONCRETE WASHOUT; REFER TO DETAIL \ \ \ \ \\ EC110 6" HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN 03�Z�ZOZ4 ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH I \\ \ \ \ EC111 3 POROUS BAFFLES i ® SILT FENCE STONE OUTLET EC112 SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER OR 50 MIL HEAVY DUTY SILVER TARP E EC113 3:1 SIDE SLOPE o J ` \ I EC114 40LF OF 18" TEMPORARY RCP CD o � .-. \ �, s \\\\\\ CHECK DAM \\ \ \ � I \ o � Q � REFER TO SHEETS C5.12 & C5.13 FOR \\\ \'\\\ (I I 1 1111\I\\, EC115 TEMPORARY TIMBER MATS N E Q CONSTRUCTION ENTRANCE \ I >\\ \\ U ,E m m � / WATER MAIN EXTENSION EROSION CONTROL 1 \ I / I 1 \ EC116 CHECK DAM (TYP.) = z =) =) � , \ ✓ � � I� \ \ \\ \ (� 0 m TEMPORARY INLET PROTECTION SKIMMER SEDIMENT BASIN #1 r/ \7o-I-\ - I (\1\\\\ , DRAINAGE AREA=3.00 AC; DIST AREA=3.00 AC Q a� z z_ � I y \ II I 1\\\ \ REQ'D SURFACE AREA=2,293 SF; REQ'D STORAGE=5,400 CF L Lu � N O 1 \c Y\ oNP PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF Q u- -o Q a 0 CONCRETE WASHOUT \ �` \ \ Hp I \\ / SSB1 a u- �, �; a J - - / 11 \\\� (OR EQUIVALENT SURFACE AREA &VOLUME) O o co U m Z Z / - 0 I I\\\\\\ 1 -\ 1 ► IN 1\\\\\ / PROVIDE 2" SKIMMER W/ 1.5" DIA. ORIFICE ON (D � U0 0 O O ROCK PIPE INLET PROTECTION _ \ \ 4'X4'X1'D CLASS B PAD; TETHER TO BERM z L D � w U / _� I I \ \ r // I \\\\\\ INV=305.00' Q Q -o Q 0 O / \ \\ \ / I p \\\ \ / TEMP. DIVERSION DITCH #1A o 0 rn SKIMMER 'm \ \ i 1 c \\ TDD1A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � �' U) uJ � 0 \\ _ _ LINE W/ N. AMERICAN GREEN (C125) _ > p p Liu \ ► \ \ I 1 \ \\� _ Lu TEMP. DIVERSION DITCH #1 B ~ 0 o / \ H U w �l \ \ \ / TDD1B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES o °' 0 -4 LINE W/ N. AMERICAN GREEN (S75) „n M OL OL z \ / o \ \ _ SKIMMER SEDIMENT BASIN #2 w Q Q � DRAINAGE AREA=6.67 AC; DIST AREA=3.70 AC ~ U) U REQ'D SURFACE AREA=5,099 SF; REQ'D STORAGE=6,660 CF W z PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF N _ ,'� \ \ 3 , 1 / SSB2 (OR EQUIVALENT SURFACE AREA &VOLUME) DANIELR.AND , _ ;� \ \�\\ p / I 1 \ \\ PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON O p CONNIE S.DINKINS _ \ \ \ \ \ \ - \ , 4'X4'X1'D CLASS B PAD; TETHER TO BERM I PIN.9660-54-2296-00 \ \ \\ \ \� I \ z / 1324, \ \ > I / INV=272.00' > ZONING:RR \ \ \ / \ \ TEMP. DIVERSION DITCH #2A I \ \ J I I TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES M } \\\ \ \ \ \ ` `� / LINE W/ N. AMERICAN GREEN (C125) Lu N CV CV r \ \ \ \ I ) SKIMMER SEDIMENT BASIN #3 > w CD 0 0 DRAINAGE AREA=3.17 AC; DIST AREA=3.17 AC = Q LO o cv REQ'D SURFACE AREA=2,423 SF; REQ'D STORAGE=5,706 CF Q N c i c i \ \ \ / o PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF zz SSB3 o 0 \\ I I \\ \c,;\ �A �\ (OR EQUIVALENT SURFACE AREA'&VOLUME) 0 DATE PROVIDE 1.5" SKIMMER W/ 1.5" DIA. ORIFICE ON > \ \ 1 \ \\ \\\ O- _ c / II M II I \\ \ 4'X4'X1'D CLASS B PAD; TETHER TO BERM ? 1211512023 c\ \\ \ \ \� I I INV=312.00' 0 I \ \\ \\ \ c \ / IIII TEMP. DIVERSION DITCH #3A } DRAWN BY J■ I I I \\ \ ` ' I II 11 1 / TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES 332 LINE W/ N. AMERICAN GREEN (C125) ■ \ I / ( \\ \\ I I Il / TEMP. DIVERSION DITCH #313 DESIGNED BY TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES • ■ / / / I >/ \ \ \\ \ \\ I I l \ LINE W/ N. AMERICAN GREEN (S75) 332 \\ \ c / I I i I SKIMMER SEDIMENT BASIN #4 • ■ \ \ \ \ t \�J�) I 11 \ \ \ - - / \ \ \o\ \\ \ \ /I I III z v DRAINAGE AREA=6.40 AC; DIST AREA=5.31 AC • CHECKED BY \ r l ` ^ \ l / - "� �f 355\ \ \ \ \\ \ I I I;, REQ'D SURFACE AREA=4,892 SF; REQ'D STORAGE=1,962 CF \\ \ \ \ r \ c / I ► car= • R. BAKER _ PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF • • \ ) \ + f I , �\ / \ \4 \ \\ c I I I ►� - (OR EQUIVALENT SURFACE AREA &VOLUME) SCALE \ III\ _ //> \y\' / \\ `\ \\\ \ \ \ / I I I I I I PROVIDE 1.5" SKIMMER W/ 1.00" DIA. ORIFICE ON / \■ / / t / \,� \ \ w 1 \ I I \ \ \ I I (/ EC102 \ _ / \ \ \ \ / \ I I ► a, I 4'X4'X1'D CLASS B PAD; TETHER TO BERMt.Z • AS NOTED /ti \ I \\\�\ \ INV=327.00 EC101 \/ _ \ \\\ \ I / TEMP. 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AMERICAN GREEN (S75) 11\ / / / / I / M / 1 / ) / / / I I 1 \ — \ \ / ~ W ,✓ W w W w .v WY W WW�YW.y\.�. \ EC103 ) l / 11 ) I I I \/ ► �I ` N. \ _ y �\ `3`S0 _ _ / III I I 1 CLEAN WATER DIVERSION DITCH #1 \\ EC101 / , / I ( / \ \.OLD _-� / 41 y, /� .�* * �� Z 1 I \ r \fir / ` I \ _ ___ �-� , W W/Y *_�.� * � \ \\ 1 r / / I I r \ I \ EC104 \\ \ \ , I I I I I I \ CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES o \ / / / / w w w w W � v w * w + W\W W w * CL c I / \ , ✓� W W/v w w w w v w v v v \ 1 ) ) \ ► \ o I I I I / c \ I -____� \ \ \ \\ \ \ 36 IIII I ` _ LINE W/ N. AMERICAN GREEN (S75) f 1 \ / L O / I \ — / d W �Y �Y W �Y W �Y W �Y W �Y �Y �Y �1�. 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REFER TO DETAIL (TYP). ��oFESS/p� �'; �) ■ \� � E B tll ■ ■ 1 ■ � _ ■-0 /■ -0 6 It �I I t ■ 1w LOD- LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) _ _ I \ ) \ -, _ _ \ - - _ / - I l 1 1 l / / l / 1 J 1 / r - ' �/ / / / ' MATCHLINE C5.2 \ \ \ I TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE REFER TO = SEAL \ \ I \ \ I 1 / \ - \ ) 1 I I I / I / / // I / / I \ - / I r/ \� _ 1 - / / J I \ 1 \ It EC104 = 0 5 = \ I ( \ - \ _ _ I I ) /- t I I I \ 1 r / / / \ / / \ / \ I I I SF SF SF SILT FENCE DETAIL - \ - _ / - I / I I ) I I / 1 / / I / / - J / ` - - - - � 1 I / � r \ _ > / I 1 \ EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) � 1 \ ` 1 \ � I / I I I I I f I I 11 I I / / ( / ,_ I / 1 � / F �. \ - \ I , I I �� 1 I /1 / / CY I (I \ I. ) POROUS BAFFLE EC106 CLASS A RIP RAP DISSIPATER PAD 4'W X 5'L X 12"p '✓� GIN ,�\\ \ 1 \ 7 - \ � I I I I I ) I I I I I EC103 / I / � 0 � 1 ( I / ( ) // �\\ \ \ -\ I I / I I ► I I I I � I / I / / I \ I 3 1 / \ ( EC107 CONCRETE WASHOUT; 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I I f ) I ) / ( J \ ) I / ® SILT FENCE STONE OUTLET EC112 �� \ \ \ \ % \ - I _ ` - \ _ \ I o , I ( I �h // // p / I ( 1 �'sl I ) 1 r 1 11 / \ \ \ \ TDD1A \ � � �OD / \ _ / I 1 \' I ' I I ) OR 50 MIL HEAVY DUTY SILVER TARP o \ \ � \ - I I 1 ab l cV / I j I I I I I \ ) I I \ \ I \ ) ( I O I I EC113 3:1 SIDE SLOPE u w ,* - - I co I I t c,) / ) \ \ \ I e \ I 1 I / / J (p / / / CHECK DAM � � Q Q W �W \ \ \ \_ t / \I I I / I I I I I I / J I I I ( I I I I / \ \ \ I / \ 1 I / / \ / / ( EC114 40LF OF 18 TEMPORARY RCP C) o � � + 1 \ \ - -305� , \ I / / � I 1 I I I I t c I \ \ \ \ l _ \ ( \ 1 ► EC115 TEMPORARY TIMBER MATS N - *W �,k I - \ \ J 1 I / I I ` I I I I 1 / \ / /I \ , -/ / J) CONSTRUCTION ENTRANCE c� E m m < W� W� \ \ \ / _ - - - I \ \ I I I / I I I // l r I `\ ( I t J \ L \ (# \ I _ I , I I I / 1 EC116 CHECK DAM (TYP.) ''' z Z, �_ + - \ I I I / I I I ) I \ \ \ \ I I, Oil _ I / _ . 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DIVERSION DITCH #1A � ra w O - (n v v v v v�v� \ \ - \ I \ \\ \ \ \\\ \ \ \ \ w \ \ ., \ l \ \ r- J I _ / J ) / / / / \ J o �--� � � + * +\ \ � - \ \ \ \ \ \ \ \ \ \ N. \ / \ w \ \ 1 1 I - I Jam . < SKIMMER 0 WWYWWWwWY�W \ .1 \ C \ \ ) 1 t I )I ` \\ \\ �\ \ - \ \ \ \ \ / \ cS , .. , \ , � ) I \) I / / / ) � sT TDD1A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � ul � Z z w vw vw v \ 1 ( 11 It \ \ \ \ \ \\ \ \ \ ) \ \ \ \ / , \ I � 1 \ \ \ / ( \1 ' p o r // / - / / ��c \ _\ c� w z � \\/I > I 1 , \ \ \ \ \ \ \ � \ \ ` \ < � - .\ \ 1 I < < - _ 1 LINE W/ N. AMERICAN GREEN (C125) � � > p O w W W W W W W W 4) v \ t I \ I \ \ \ ` 1 \ I J I '1 I / / \ l ) - - > \ \ 1 \ \ n \\ I \ EC101 I / / \ ) / // / ` `/ �+\ / -\ _ � -� < / J � � � U W W W W � , W ,q) < \ N. I 1 \ \ L 1 \ 1 1 \ \ \ / , �� -�� ) t \ \\ \ ) I L \ I I \ I I \ / \ / ` 1 \ I _ _ r 1 I / J l / / / 1 (\� - �- \ TDD1B USE 0 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES o -i v v \ � W WJ ) / 1 \ \ , \ \ I / 1 1 / I 1 \\ O * + v) l I t \\ f ,..1 ( \ 1 / r l \ \ \ \ \ l / \ \ I _ / l I ( I I �J� / \\ - � '� � '�� S\ I / ( I \ \ \ 1 / \ , \ \ 1 / \ I \ 1 \ 1 / CWDD3 _ - J \ \ I \ / / ( I 1 I I / ^N \ _ \n�\\\ r - J _ LINE W/ N. AMERICAN GREEN (S75) „ w z v w v v f I \\ w \ 1 / / I J I I s l' I / \ \ \ ( 1 J \/ > o / / I � 1 I I I / �'/ r 111III��\\�� \ - \ ( o \ \ \ // r / / / I - \ \ , \ \ \ )i / / / / I / l `) � I l -/ SKIMMER SEDIMENT BASIN #2 w z z ~ w .v w w w�w>% I \� \ I I I t c l \ f / t r / / / - \ \ \ \ I \ / / / 1 / I I \ _ \ / - \1 ` I� \\\\ Q Q Cn w v w v w v I 1 / / ( ( 1 / 1 1 // - -, - /- \ I ►1\\\ \� t � rn (n \) I \ \ \ \ \ \ \ \ \\ I ) / ) r / J I ( \ \ . \ I \ I \ \ \ - , l - / / \ / 1 1 I , \(/i / �) \\\\\\\ DRAINAGE AREA=6.67 AC; DIST AREA=3.70 AC _ \ / J � \ _ \ \ /\ ./ \ / / / l� I I / t )/ I (/ / / - \I- r/` `\ I1111i 11 /\\\\�� - � 0 W W w-w�. *Y \\ - \ / / - ,, / I \ EC 116 \ \ I \ 1 \ \ / - / , \ \ ,k I \ \ \ < 1 I I / / / - / / I � I / I I / t I )/!I , ('I, \ U ► \\� ", REQ'D SURFACE AREA=5,099 SF; REQ'D STORAGE=6,660 CF W z S 1 / / / \ l \ � ) l I" I . / I 1 / \ I 1 I (( I / \ , \ � � ,' 111 v v r� ,��` \\ \ \ \ \ , l l '/ // / i ti ( \ \ \ , I , / I \ \ / / , ( \ - ) \_/.1 I I, 14/,, ) --- l N W W !�- W W �. I \ /r I I / l / / ) \ / \ \ _ _ _ \ \ \ I ' - 1 f / / I / / I J 1 1 I ( / \\�\ = I / PROV D SURFACE AREA=7,158 SF; PROV D STORAGE=12,313 CF vW?vW VW VW Il \ \\� r 1 I / / \ _ �. \ \ I l / \ r/ _ / / \ / ' 7 / �I l( I \ \ z - - -I I Is. �r�r \ / � S S B2 � \ I I \ \ I \ ) l / / J I l 11 - - \ \ ^ ) \ � I, <6 1 1 \ I I 1 / I 1 /' I \\\\- / I L W , W ., , o \\ \ J \ l I ( \ I \ \ - \ \ r \ \ l 1 / \ 1 \ I I , �, c /7 / \ / I / l /// I \ � 1 \\� \ �Il It\� \ / L. (OR EQUIVALENT SURFACE AREA &VOLUME) 11� 1 \\\ I 1 \ I \ , / \ _ \ c L ) I \ \ < I / \\ / ` J / /j I l ) I I ' ( \ - ,/ \ PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON O v J I f ( / \� I I \ \ \ �''? \' \�- �\ 1 I J \ \ I I / / \ 1 10\ , / , 1 \1 / �/ �\, )I �, ,\ \ . - - O + ) -\ t / / I I I \ ( \ . \ S \ \ \ r I I / I \ \ 7 I t- /I ( ► / )) /�\ \ /� \ ) \ �I\ - ,11 \/ !\ \ 1\ I I \ -- - \/ \ > / I \ -- / - I 1 / / Ill -) ' � I� I \\ y \\� \\ 4'X4'X1'D CLASS B PAD; TETHER TO BERM = z \ \ -� ( I I t \ ( \ - \ - - � I / / ( / \ \ ( - � r-1 \ I $ I / i r / // / II11 � ) \ J / /( v v WW YW vW ��1 - \ l\� 1 1 ) / / 1 ` _ _ _ I ^ \ , - I / / / ) 1 \ ' �� 1 \ \ 11 J/ - - - INV=272.00' > > * * I \ / 1 1 J 1 1 l / \ `-- ` J - / J I I e \.C 4 I I \ \ O \ I I � \ I / \ / / I l /< / l I / II l \f ^1 \l I �Y, -� � >� O w / /� 1 // )I f \\r I s t,l /- ^\` \ / / / J I I \ I \ - - c \ / / I \ \ I I I p \ / / ` / f / / / / / ) ( � // �$ =_✓ \�i f� ), > ) TEMP. DIVERSION DITCH #2A J I ( 1 / 1 I I l - \ / J I I \ I I I < �\ t �/ ) I / \ Il II/'\ \/r �/ "I � , ,� /3' / ./ � '_ ' /I = w w� (/ I r / J r 1 I I , \ \ \ - \ /, \\ , - J Lb ) j11 / /1 � I \ - / \ _ t 1 / \ / f l / / /\ ) III (( \\ >1 ,I -I - -- -\�' ^` //,/, r i W W W / l I 1 c _ _ - \ - 1 I / . \ -- 1 i�� - i \- J /J / - TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES .✓� \ J , I \ . _ EC113 - -02 / I / / r, "� I l \ I 1 \ - - LINE W/ N. AMERICAN GREEN (C125) vW'k W'dw lv 1 j I ` I I 1 / 1 - _ _ \ c \ M I . \ / I I 1 / / /// 11 l�/ �`-)- - / a- / f / / 1 l 1 EC102 \ I \ - O \ / ,1 I \ \ I \ I ( l _ ' f � ) J ( / \ / / 1\ r;/ i )) ( �` , r \�� rr/ X / \ \ 1 \ _ - _ / ° 1I \ I \ \ \ I I / / IJ / /� /I '/'\\ / a > - - 1 / / /y�2 �w c`'\i N N w ww 1 / I , / I ` \ \\ \ ' \ / TDD1A \ / 1 \ \ I _ I \. G / 11 1 1 /r l ( / 11 /fr / //i \ \ _ _ // - / , / w NNN ( / r/ \1 /, / p Zo C SKIMMER SEDIMENT BASIN #3 w // I \ I I ( I I " ) EC111 ) 1 ` .e35 - \ - \U I / I \ \ , \ \ \ I Il \ _ \ / I s - 1 / / / / 1 / J 6 //j/�I \ / - _ ri/\.` I/ ��_ / \ //V.- FR DRAINAGE AREA=3.17 AC; DIST AREA=3.17 AC = Q � ) < 1 / � \ / � , r r I ^//IIII / //7 ) \ / 96 BC/ CN / \ I I \ '�I \ \ I \ I l / f _ r- =i ' (\ \� \ I / 7 ¢ q REQ'D SURFACE AREA=2,423 SF; REQ'D STORAGE=5,706 CF Q cv � c) / <r \ I I \ I \ \ / ) ` r 1 I ! / / / / I / / I / I I - - \f \ / - / 4 4_ R �/ \ 1\ I I SSB1 \ / / \ \ I ` I _ \ 1 \ I \ / / / / r - ,\ I I \ J , r / 4 4 - o 0 \ > \�\ 3 \ / < \ 1 \ l I I I \ / 1 \ I I I I /// \\ q« , \ \Il \ , ,- ,( / / /ppN/ S'�G,>, 00 PROV D SURFACE AREA=3,114 SF; PROV D STORAGE=6,753 CF z W�, � _ _ _ \ ` \ - \\\ \ / � J t - /I I-1 _ / \ / / / L_ / J r / r / l / / �// I l)I I I 1 ,�\\\\\ Il 1 \ I ),, / / / / / N .-,Q,Q 4, SSB3 OR EQUIVALENT SURFACE AREA &VOLUME \\ \ I ( / / 1 n f 1 / \ \ EC112 1 \ O CLASS A RIP RAP PAD (6.0'W X 12"T) I \ \ I \ I c .- c l / ) I I / / I \\ \- )\ n \ l I I 1 � ( ) cn DATE * * \ \ \\ - 3 _ r i ) _ \ \ I \ \ / 1 r / / I I /1/ \\\ �j \� / _ 1j , I r r ) I �/ W W �\ -- \ \\, \ \ / I ( \ � - - > / \ / / ) \ I ( \,,, �- 1 ` , PROVIDE 1.5 SKIMMER W/ 1.5 DIA. ORIFICE ON > 1W*W l � = \ \ \\\\ EC103 \ 5 ti ) / ) / \ EXTEND TO BOTTOM OF SLOPE I I / \ , - ^ \_ \ - J \ / / / / / J I 1 1 ) - - '1j\,L i 1) j \\� - I ; I I / / af \ \ \ / ! \/I 1 � ` I / 1 t - / / / / / / \ I I / W W W // \ O \ / / 1 1I / / / 4'X4'X1'D CLASS B PAD; TETHER TO BERM 12/15/2023 \ 1 \\ , \ . \ \ `� , / / I I \ \ . \ 1 \ r I I I I ' / I l 1 I / < , 1 w / I I I (`\ i I I I 1 \ I I ' / J y _ \ \ \ \ �\ \ / I / CLASS A RIP RAP PAD (8.5 W X 12"T) , r / \" -`- \� . / - V I / / / UA / / / I I I ( I /// /// 1 I 1 I 1 I / INV=312.00' O J EXTEND TO BOTTOM OF SLOPE I / / I _ I - , - - / / / ) l / / I I \\ / I 1 I I / TEMP. DIVERSION DITCH #3A DRAWN BY W vW vW y w v W v \ \\\ \ \ \\\ � 1 1 I 1 F- l U r / / I l � III , v v w vv o- \\ \ - \ \ II - I \ V - \ \ / \ - \ / c I � - � I / / / \ , / / 1\ \ I\\\\\ I 1 11 l I ( ( / r / v� .vwwww \ ) - \ \ ) II \ - / I � , 1 \ r O _ . I � 1/ / / / I' .) // ( // II \ II 1 ( I ( I ( � / / v v \ / - / / ( I \ \ - O a' \ / I / I 111 \\ , I 11 \►1 , \ / ) / - / ) o \ ( / \ \ t I 7 \�- - I Q m / \ \ / / / / I / / I I l t I I I I I I ► I \ I \ , 1 TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES \ wWw w ,V _*� /_�� // / N l \ // < - ) ) r \ n 1 I / / t / / , / \ I 1 \ \ If!('/J1 1 I'i I II II ,\I\, / , I I / 332 \ J/ / / / (\\ ) I / / M \ 1 / / \ _ \ \ I \ / \/ „ I ) / n t �/ / / ) / \ I Zvi / ) / , \ 1111 ((/ , I I )/\ \ Ir , 1 I 1 LINE W/ N. AMERICAN GREEN (C125) 1 ��jv�W � /l \ ///// I �. / 1 I l 1 \\ I ( L I \ / \ f ) t / / / / / l ) \ J < - \ ) 1 , I I L ` _ J"// / \ c� 'I I \ I n r C` \ \ V \ %/ / / 1 J I I 1 / ) 1 \ ` Il\ I \ , I I DESIGNED BY I W y �\\ _ ��% -\ l ) - / \ \ / \ ,� w I / / / / / \ / / // I11� f P / III \ 1 l ,,\ , \ \ I TEMP. DIVERSION DITCH #3B 1 \ / // /ice- I \ O - \ / 05'`30 '\O 5 I I �� l ) 1 \ 1 \ \ \ \ \ , ` \ \ Q � / / 1 - f 1 1 / 1 1 I \\) , I / • I \ \, __L \\\ � / // 1111 S / 3 3 31 I \ \ 1 � o / ' / / I / / / / //r \\ ( ' I I\ ^ t \ \ 1 111 I/ I TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES / � _\ \��, / ,//i Jr c� 1 / \ \ 1 _ 1 \ I \ \ \ � \ 1 1 / \ ( - / � / l I / J / / // , 1 , ) 11 I , I l ? - \\o\ --� �/ ��( p \ � \ \ t \ I \ \ \ 1 I I / J ' / 1 "�' ) , III \ ' , 1 LINE W/ N. AMERICAN GREEN S75 • 332 l - - /\\\ ' -/// \W I / % I 1 \ U 1 L \ ( \ - -\ � / / 1 1 I / f / / / // / / �r >JI 1 I ,l 1 I I / 11111 I� t ( ( )_ \\\\\ / 7'zz-\ - � //W� ) I 1 � - / / \ 7 _ \ \ _ l \ 1\ \ _ � ` \ _ / \I , J I f ) // / I I / r // /,/ J I I 1 > / , ,- `J) ` \ J J I \ / \ 1 \ ( 1 \ \ , \ \ \ _ _ I l / / J/ / \ \ , \ SKIMMER SEDIMENT BASIN #4 -� _ 1/ Z a,\ � r 1 ( ( cn \ 1 \ / / J / / / / I I. I, 1 I 1 I l I I i I 1 \\ U CHECKED BY 1 CJ- i_� I� \ I) t < ` I \ / [ \ \ \ I \ I \ \� \ r \ - l / I // 1 \ // /�/ fi I I \ DRAINAGE AREA=6.40 AC; DIST AREA=5.31 AC ✓ *Ir r \ . // - - I 1 \ \ \ \ \ I \ , \ L / / / J 1 / / / /l/ip" // , , I I , I ! 1 \\\\ I \ I , , 1 \ / ! �\\1 I \ll r/i I I \ - \ \ \ I \ \ \ \ l \ \ t \ \ ` \ - _ ( � ` _ / < \) I \ / , I l I / / / / I / /// „ , \ ( < \ , 4REQ'D SURFACE AREA=4,892 SF; REQ'D STORAGE=1,962 CF • R. BAKER / / � _ �11 \ =' %ii I1 \ 1 I \ l I / < \ > \ \ I / \ \ ` - / 1 / ) / / � l / / / I 11/�r I \ \ 1 II 1 III , / \ i s h �- I I \ EC110 ( I \ \ \ , \ \ \ \ w < I _ \ \ \. \ / J f �� / ( r / 1 / I I J 1 1 J ) )I\ t ) ► \�( / I, _ ,�/ / \ \ \ l \ \ I L- \ .� \ I 1 \ / \ / \ / I ) / / / / r( l - I \ I I I I 1 i\ \ SSB4 PROV D SURFACE AREA=8,408 SF; PROV D STORAGE=14,633 CF � _�\/ \ /- /I / \ l EC103 \ I \ \ \ / \ \ \ - s \ I -\ \ \ \1 _<' \ / _/ � I 1 I r \ ,< 1 \ \ \ \ \ - / 1. I I ` / ► / // � )� \ / / , ( I \ \ ' - ' a (OR EQUIVALENT SURFACE AREA &VOLUME) • SCALE / /� \ 1 \ \ 1 1 c \ . \ I \ \ \ _ / / - f I / I `\ ) �K J 1 r I I / /I (11 1) 1 \ 1 ` , ( 1 I \ 1,1 1 , \ / ,\�� / \i = /�/ -/ \ \ t(, \ \ o \ . c \ \\ \ \ ` \ \ \ _ I < \ _ \ ) \ EC116 �O \ \ ^ / \ _ - 4� \ ( J \ I / ( / \ \\ ) \ \ , I I ( ( 1\1' i - - - PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON �� - i\ `r ' ( I \ \ o \ \ \ \ ) \ \ 1 \ TDD1B \ \ \ 1 \ \ / - - \ / i l l I I \ \\\ 1 ,\_ - _ .' \ \ \ 1 ( \ \ _ 1 U� \ / (" _/ l ) I / \ � t J I (( III 1 / 1 / �/ \ \ \ L ^ , / AS NOTED \ \ _ \ \ "Q ,\ \ \ \ \ \ \/� - , \ I \ \ \ - I \ \ \ \ \ \ / , I r l I / I / J I t I , \ ( I I`1 I I / / ( ( \, / \� 4'X4'X1'D CLASS B PAD; TETHER TO BERM ' w0\ I \ I I \ Il \ \ \ \ \ \ \ 1 \ /\ ' \ EC116 1 \ \ \ \ ) \ \ \ , ,- \ /` _ // J f l / / I / / r r/ / l ( / j II I \ \ - - - - �/ ■ 1 I \ \ ,\ \ T'1- t \ \ \ I ( / / ( / I ) ) / / \ , 1 \ ( \ ( INV=327.00 1 1 0oI I ( ) �\ \ \ � \ � \ \ . \ \ - \ \ \T \ \\. , \ . `a_ \ \ \ \ \ c % \ � \ \ _ - - `. \ - I \ I I I I ( 1 / \ ' / ) I I/i il/ / / ( C/ ) I \ \ 1 11I\ , I/, L/ • I \ I \ \ _ I ) I \ \ ` - / / I I I . 1 I , \ / / TEMP. DIVERSION DITCH #4A � ) ) \ \ \ I \ \ \ INSTALL TEMPORARY PUMP AROUND STREAM; \ \ \ \ \ \ \ \ - \ \ _ \/ / / I / / / J 1 - , _ J I ) ,I I I I I - ,` r / I I \--- \ o 1 \ \ \ \ y - I / I 11 I I / )1 / / / / (/ ( 1 \� 1 / I 1 r, ) I 1 , _ r / / \ \ \ I REFER TO DETAIL \ t \ 1- ( I N \ \ 1 \ ` _ ' \ \ \ _ / - I I I I / 111 \ I I / / 1 II \ - I \ \ \ , / TDD4A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES l \ \ ,, -. - / LINE W/ N. AMERICAN GREEN S75 I ch \ , \ ) / I I III I ) \ \ \ \ \ \I \ J \ , �� / TEMP. DIVERSION DITCH #4B / _ \ \ \ \ 1 \ \ , �\- \ \ \ / \ \ I \ \ \ 1 \ \ \ �\ - \ t \ \ \ \ �.� \ I r 1 / 1 1 I ( )1 1 I I I I I ////// L I I r / I 11 I ' \ ( ) if '// EC103 \ \ , 1 I l-�-_ GO / I ) III / /J < \ I \ - - \ \ EC115 \ \ 1 1 / cn - ram_ \ 1 ) -t \ \ \ - \ 1 \ 1 /l I I r I /- \ /r ,- - \ \ \ \ \ < \ o I \ \--? I \ \ \ \ \ \ r- \ _ \ - \ \ \ ** \ / ( ` / ( I \ ) I ) I 1 \ I I / / I�<\ ,// 1 \ s , ( \\� 17 ► - TDD4B USE 0 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES \ 1 \ O /� \ 1 \/\/ c� \ .� \ \ \ 1 \ . \ _ �\ -\ \ / ' - \ `� [- A / \ \ ( ( III / It I�1\\\`I I ( ( I 1 I' J/1(II 1 \ � 1 \ \�,1 / \ \ \ \ \ \ \ � \ 1 I (/ \ / ,� I- ) ) < / l I / ) I I I I \( !I )> , LINE W/ N. AMERICAN GREEN (S75) \ \\ \ / \ I \ �� _ J ) J Iv f t\ / J ' _ CLEAN WATER DIVERSION DITCH #1 �_� \ \ 1 / \ \ \ \ I / r 1 T > ) \ _ \ \ / _ \ _ / / \ / 11 1 I / ( / // / ll \ , 1 ,\ \ �-i 1 , ✓ \ \ ( \ \ \ � \ t \ i/\ \ \ \ 1 \ � \ I I 1- 1 \ � \ \ \ \ - �`\7f \ \ t --�- // _ \ (// 1 1 (1 /// > t ( / IIlj/�� J ^I / t1 / � ( \ i \ �� I � � ' - - <\ \\ < \ \ \ \\ \ \ \ \ 1 ,(/\ \ L�� I / 1 , i�-- \ \ ^ L ,_ -- _ '�--�- _ LOD \ I EC101 l ) (� I 1 \ I , J' / CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES \ \ \ \ ) ) _x 1 T \ l I �__1 \ \ � \ ' \ - � 0 \-__� \ \ \ \ - -� / ( l1 Ill \\\�\\ J I r I l �, I \ \ a / 0' �i^ _ > ^ 7 = - � \ \ \ \ \ ��' \ \ \ \\\\ //r < \ \ \ ) ) o I ( I EC103 \ -` \ \ - - 2 - / J \ j1 , _ , 2 \ LINE W/ N. AMERICAN GREEN (S75) \ \ rn \ S \ �G_ CWDD3 / , )\\II/ / I \ \ U 1 3 - <� \ \\ \ \ N \ // I I \ \ \ I I 1 / ^ " < / -\ / �� - \ \� ^ - J \t // / \, J / / �, D \ � \ w \ \ \ / 1 �'\ E \ \ \ \ \ 1 ( M 1 \ \ \ \ - - \ -- \ \ TDD1 B . \ \ / - \ J �-_�� \ 1 l 1 / I I / / ) / 1 ) 0, I 1 -�� ', / I ■ CLEAN WATER DIVERSION DITCH #2Ln_\ \ \\\\ oI /' \ \ Ill , 1 \ / \ \ t o \ 1 1 I L \ �� i - \ \ - _ \ \ - / / � ( f / I / / _ \ \ - � - - � ai \ \ w \ lo \� I 1 �` (j1 /' \ \ ( o \ \ \ �< I \ - \ �O _ � \ \- - EC116 \��__ \ 1 / / Ilr � � < r » c / `r \ l _ \ \ / �. 1 I / // / 11111 / CLASS A RIP RAP PAD \ \ _ /11 I / ► \ CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES '- \\% \ ol ) \ 4. 1,1V L \ \ ` \ \ r� I \ I / - \ �O ` _ \ \ \ \ / II �� /II (5.0'LX6.5'WX12"T) \ /- \\ r < , _ _ J, \ cr \\\ / \ 1 1 \ I I / \ \ \ \ \ \ ( \ _ _ _ - - \ ` , " / . l / ( Sf ) LINE W/ N. AMERICAN GREEN (S75) L) \\ \\ �� 1 I II I \ . \ \\ \ \ \ \ EC101 �\ \ _ - _ _ - \ - -�,\ \ \ \ \ z - 1 / bm ,I-1, ISS� 1 \ ,✓�/, 1 - \ \ \ \ \\�_\ \� I \ 1 \ 1 Ill \ \ \ J /\ \ \ \ \ \ \ ` \ \ ` \ _ \ _ \ _ _ c_ \ \ \ \ T- ' - / / �� I �� - - ' CLEAN WATER DIVERSION DITCH #3 0 \ � \- \ \ -- �- r / ) "5'i I INSTALL TEMPORARY PUMP AROUND STREAM; � - \ o , \ \\ X \\ \� \ \ I I / / \ \ \ \ \ \ \ EC102 \ \ \ \ \ _ \. \ \'<10 \ \ V' -,_/ I r � J ( / � > \ / \ / \ \ / \ 1 \ , ) > \ _ _ \ \ L;I \ o r r1� I, I I REFER TO DETAIL < IN CWDD3 USE 0.5 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES o \M \ � \ \\ \ 1 >, 1 \\ \\ \ \ \ I \ I � I �` _ - - ) \ \ ` ' \ r r I 1 7 If I // �iii 1 \ / N \ \ \ \ � l I I \ \ \ - _ \ \ \ \ �`--\ \ \ -�` / 1 / J > I / `\ ' + y /I,/ \\` \�' / i/ / LINE W/ N. AMERICAN GREEN S75 /� \ \ )1 \ 1 \\ \ \ _ \ _ r �! \ - \ \ \ \ �_- \ 30 _ / I I I , r I �l) r� 1 \�/// / -, - / l CLEAN WATER DIVERSION DITCH #4 3 __/\ \ ) \ ( \ \ ) \ , \ \ EC103 i \ \ \ - \ \ - \ 1 I - 3 / / -'1_ I 1 ) I I 1 /// \- - - - - - ti "I J)1\I \ I _ T_ - jW320/ i (V � Lu o / I t \ 1 \ \ I I \\\\\ \ \ - \ I t \ - \ / , / / CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDESLr) Wrn 315- ( + \ ti \ \ / / I o I I I ��- I I 1 \ \ \ �c , I1 )\ '- ' / LINE W/ N. AMERICAN GREEN (C125) Q W I \ \ \ \ M ►i) \ \ \ \ _ - - \ \ \ \ \ \ \ -_\-_ t 1 I T- 1 1 \ - \ )> \ / , A,, / t� 1 \ \ \+\ \ \ \ l`-- / c I I / N r\ l ) 1 I \\ --`44 -/ 19 \ //\/'•_� / / III I I� \ I I✓J�i,,J� // I TZ m \ , 1✓-( l I C� I, 1 1 \`\\ \ \ ` ' - - M / I ,, I I _ / ,IS / r r - - r 1 , I \\ u� \ \ �A/ o \\, I l Z Z , \\ \ s\\ \\\ \ \ \ ( \ I�'�,s J \ \ - 1 l I 1 i I r 1' ;M I I 1 10 I /I/I\` /% / /% / / 1 S r' 'I I I '�_ ' / / U J a 12 t ) \I \ Il = Z 11\ I \ I \ / < / 1 , I - ✓ 11 \ \ \ Q \ \ ( I I \ , < -f_� - I I I IM Ill / , I I , i I \ 1 / / i z I , I I I I / I \ I w _j -0 1 / \\\1 \I 'I\I \ 1- 1 II 1 ` ( � QU//I//C \� 1 / + 1 ( I / / I I 1 +1,�I II /�y \ EC115 \ \ 1 1 ii J 1�-_�I II iJ \\ ) / z W 0 1 I ) ( ( lI4 //V.9 ��<<Y \ ` I / - I / I . 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L J / / \ ( /- / // / / / / (- / / / / - J - 1 1 \ - - __ - - -- - -- _ - - / / / / ' / / PRELIMINARY NOT RELEASED /// ' / / /l / ,/ / / / / , ' ,/ // / / ,' ,/ / //i= �r , \ \ - ^ _ _ \ \ v \� 1 - - , - _ - - - ` - ` _ _ _ - - - - ' // _ _ �( / / / // / / % EROSION CONTROL LEGEND EROSION CONTROL PLAN - PHASE I KEYNOTES FOR CONSTRUCTION r / ' / / / ' / ' / / / / / / / / /\ 1 _ _ _ _ _ _ ` r \ - - _ / / NUMBER DESCRIPTION \\ // / /r / / /r // / / / \� I - - _ - - / _ � / / / . // - ) i \\\-\ CA � // 4 ` / / , / / EC102 SILT FENCE; REFER TO DETAIL (TYP). �\ ES S/ ' / / / / / , r , � / / _ � ' � _ � ' - _ _ EC101 LIMITS OF DISTURBANCE \\ � /i/ / / / / / � / / / / / / / / / / - - � - / - - - - - / / / / I \ ' 11 / / / / 3� / ,/ / / / / , ,/ / I _ - _ _ , � I- � ' / / r� // LODi LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) _ Q" ; /! // / % / /r /r / / / // / / / // / / / // / \ / ' _-335- r - ` - - - - - - - J 1 - / - ' / / TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO = SEAL ' / / / r / / / - - - - - - _ _ -' _ - _ \ - - - / � � / SF SF SF SILT FENCE DETAIL / / / / // /' -' /S / ( / / - 1 - - - / / / / , / / - - \ r EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) - �> / / / / / / / _/ / / /J/ J / /' / , - 1 _ - - _ _ - ti - , / / POROUS BAFFLE EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D)11 �'� GIN ��,\`\ f / / // / / / / � / / / (� /- / I/ / �/ i / (/ / / \ / ' 11 / EC107 CONCRETE WASHOUT; REFER TO DETAIL I W. 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I I \ - - - \ 11 \ I / \ J u .E m m � - - \ \ - - / EC116 CHECK DAM TYP. w I I ( I I I 1 // / I I I l l l I l \ - - \ r = I 1 \ I \ � / r / t \ I / / - �> / � � caU) - 1 I I / / / � � \ _ - _ _ I SKIMMER SEDIMENT BASIN #1 � � � I0 LOD ) I M / / / / / 1 \ \ I I / I \ 1 1 I t // \\ \ \ \ - ) I r TEMPORARY INLET PROTECTION DRAINAGE AREA=3.00 AC; DIST AREA=3.00 AC Q .� � z z_ � --�--Imo--0-- �_, _ I ! 1 0 1 1 I I I I I I / \ \ -\ ( / r o W ro � z U) REQ'D SURFACE AREA=2,293 SF; REQ'D STORAGE=5,400 CF w c� N O / I 1 i 4w-_ 1 / ( / / / / � > M t I I ) � \ I l I \o I I \ \ - \ \ _- - � \ // / l oc N _1-1 � Q Q w J / PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF Q LL co O 1 l \\ ■ / I I �.�-/ I l / c� ' I \ I I I I i I �I I n I I I \ \ \ -`340- 0 \\ l / /' / CONCRETE WASHOUT SSB1 (OR EQUIVALENT SURFACE AREA &VOLUME) wcl� O o M - C) p � \ // ( 1 /` IO / / \ (.P I I I 11 ( I I \\ ) \ '\ - - - - - \ \ - ' I ,/ "/ C3 0 � o; (Un O O O \ I I I �. P / I \ \ co = J \\ \\ I / /I / /•�� r I wo I I I \ I \ I ( \ \ 1 - \ I / > PROVIDE 2 SKIMMER W/ 1.5 DIA. ORIFICE ON 1-4 _ -i ► \ 1 / /, 4'X4'X1'D CLASS B PAD; TETHER TO BERM z W Z) rn w � F_ U / ( / I /% ^\ I 1 I I I I I \ \ I \ \ - ` 1 - 1 / / > r / ROCK PIPE INLET PROTECTION INV=305.00' � a `n x p � � 0 ' \ / / / \ / / ( /�" I ( I \ \ I I \ \ I / / / / 3)/ / TEMP. DIVERSION DITCH #1A o � 0 � � U) / , -\ / \ JI/ \ I I f j I \ \ I I \ � \ \ - - \ 1 / ) / / / SKIMMER o - U) � I J . \ I / \ \ c r TDD1A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES '-' c Z z O - \ / , /r �` I I I \ \ I I I \ � I \ - \ - - \ / "I I / / LINE W/ N. AMERICAN GREEN (C125) = }-'_ul > 0 O w \ � / s / EC101 I / I I \ 1 1 � /I 1 \ / I / ) - / / - - TEMP. DIVERSION DITCH #1 B ~ - w U / / I ( I \ \ I / / \ \ / ) I / , / J r ) ) / .v .v o� p / \ / / / / \ \ \ \ - - / \ - / i / / / ) // - / / / / / W W W TDD1 B USE 0 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES O (Y � p J r / / � l \ \ - - - ` 1 I 1 ( I \ I / / ( � \\ � ,- - / / 1 / / / ( v v v v ,-ion \ / / / 1 ) I I ) I \ / / \ - - I \ "r \ /r �// / /-- / // / � W W w v � �-i O O U / ■��\ / r / / , I \ \ / - - _ _ _ _ ^ 1 \ \ I \ \ \ \ \ t \\ 1 < / -,/ 1 J / / LINE W/ N. AMERICAN GREEN (S75) U-) M LL LL z / , / ) / / / � \ I l l \ ( _ _ - � � � � � ( I \ - I 1 \ \ \ rr�`� \ l ,� / w ww W ww t0 - ' / / / \ 1 1 I I \ \ \ - / - c- \ - - \ 1 \ - - / ` \` W W W W W W W SKIMMER SEDIMENT BASIN #2 ,,, Q / - / EC116 ) \ / _, r I ` _ ` � \ \ \ \ \ \ \ I \ \ \ \ ` \ \ \ \ 1 \ 1 ` I �� )�\\\\\� v c v w v W W v v � Q Q - / 1 , I l ) r \ I ) \ \ I , ` \ \ 1- - ! ) _ \ , 1 \ \ I \ \ 1 1 , \. (W� W W vW vW vW vW vW v DRAINAGE AREA=6.67 AC; DIST AREA=3.70 AC / \ f / 1 \ \ II I / - '// \I TDD2A ) / I I I I I / \ \ / I /\ r \ 1 I ` \ \\ I f ` / ( \ I \ \ t \ \�\ \ \\ \ \ \ I 101 f \ I \ � - * * REQ'D SURFACE AREA=5,099 SF; REQ'D STORAGE=6,660 CF � o / / / ( \ / \> l / r \ \ \ \ \ 1 \ I \ I \ \ III w vc v.- � � W W w / / f \ \ 1 / 0 \ / ( ✓ I \ \ \ \ r 1 ) \ 1 , ` I W \v v v v I I \ \ I l J (-- p - I \ \ 1 I \ \ \ \ 1 1 ) I ) I \ 1 \ PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF `" // /■ ' ) / I ( ) I \ ) \ / \ \ J Iv " \ \ - \ \ I l�/ \ � \ ) \ \ 1 f I 1 I I \ -\'- - OR EQUIVALENT SURFACE AREA &VOLUME / \ I _ , \ , \ \ \ \ , t I I 1 1 I ` \\ * v� v + v SSB2 ( ) /' / - / - 5 / � I / \ I \ \ ) \ r \ \ \ \ \ I I /, I � � � � � � � � PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON O p / 32/ - I ,` / I \ I I ( \ \ \ \ I / \ J \ 1 1 � `\ 1 \ �0 / ) I \ \ I I 1 I 1 ) I J c I )/ I ( t I ) ( 4 X4 X1 D CLASS B PAD; TETHER TO BERM / / / - / / ) � EC116 \ )I � L � c ` ) ) ( � ) / / � ) \� 1 I \ I ) � \ \ I INV=272.00 > > \ Y W W W W Y W Y = Z (' / , / ) \ I / / \ \ \ I \ \ / / ) 1 I I \\ \ I ( \ \ ( I / wW vW vWwW vWwW vW w (� �/ ( \ \ / / / ll .N 4'` 7) \ / \ / J \ \ / \ \ II ( ( II , 1 ( ) \ \ \ \ wwwwwww O w \ ) / / 1 " > Z V 1 \ I \ 1 \ t 1 1I I �3 / / - - ( / / \ I / \ \ 1 t / I I \ \\ \ W W TEMP. DIVERSION DITCH #2A � � M / I / I o CWDD4 \ 1 / - / o \ \ / \ L ► \ I \ \ \ 1 1 / W W W W W W W L0 L0 ) - - I / / \\ I\ \ \ > I I / / , \ / , ' \ \ - I J < \ 1 I I I /I \\ I 1 1 , I I \ � t I i 1 I I 1') ) I \ \\ \ \ \ \ \ // �� `< `� ` `y ` `y TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES � U U J r / I ( I / . - \ - \ ( \ \ \ / / \ \ 1 t \ ) \ `\ I l \ 1 ) \ I \ \ < LINE W/ N. AMERICAN GREEN C125 o M W W EC101 \ / / / / I \ 1 1 / ) �� \ \ ) _ ) I \ 1 1 1/ / \ 1 r� ( ) - \ \ \ 1 t> ) \ \ M \ \ 1 \ l \ \ \ I \ \ 1 \ I I W-k4' ,vW+ 'k W w NNN / w .v w .v w w w � O O O z z \ / l M / \ / / _ > r - 1 , , \ \-\ /I\ _ \ 1 I I cn \ 1 \ ) 11 I )1\\ \ \� \\\ \ \ \) \ I ( I I 1 w ", v"v ~ - ON t I L 1 1 i SKIMMER SEDIMENT BASIN #3 I1J \ � � -\ \ 1 I 1 \ / \ I v r� r v v w NNN \ \ ) / \ , 1 \ / ( I _ - a \ I I r \ I 1 1 \ I DRAINAGE AREA=3.17 AC; DIST AREA=3.17 AC = Q LO �� J _j EC102 I / I \ / 1 � � \ - / �_ \ ) / 1 I ) I I \ \ \ I / \ \ \ I t \\ t \\ 1 I I ) I \ \ WW vWWW vWWW v = _ / /( / I 1 \ / I ( \ 1 \ \ J I \ I r I \ \ \ \ , \ I \ \ � W W REQ'D SURFACE AREA=2,423 SF; REQ'D STORAGE=5,706 CF Q p N o o / I / / ( \ � \ \ , \ \ \ \ \ J ) I \ 1 ( / t ) t I ` \ IW r r U U / /% ( 1 \ I \ / I / I n \ \ / \ 1 \ \ I / \ \ I \ \ I I ) I 1 1 \ \ )I I 1 J l III I f / *. 5.. PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF -` / \ \ �/ I 1 I I l / / \ � 1> M �\ \ 1 I - 1 I \ / \ - \ ) 1 I I I I I I I 1 I � \ I t \ \ � \\ t \ ) 1I ` It ) I I / WWW WWywWvy SSB3 O Q Q 1 \ 4, ( X _ L I \ I / I I \ I I l I t l , (OR EQUIVALENT SURFACE AREA &VOLUME) r / � I I ' I I \ I l \\ I \ \ \ I I \ I I I \ I- 1 I , I \ .r Di DATE / / � � - � t / / , ) / I ) / 1 ) / _ I I \ / \ I \ I \ \ � � \ o I \ \ 1 ) 1 I I I / ) I I ( I / ) I \_ W W �. .� PROVIDE 1.5" SKIMMER W/ 1.5" DIA. ORIFICE ON ( / \ _ - - - ) / /I / / �` ( I ) / I D \ / r\ t )� 1 I 1 \ \ ` / \ \ I ` \ M \ \ , I I f I J ( I I / I I I I WWWWW W \ / t \ \ / t I I I I I r 4'X4'X1'D CLASS B PAD; TETHER TO BERM 12/15/2023 \ - / / / / - _ _ - / / / � 1 I / / I / ,- �r 1 , \ I \ /\ \ I I I \ \ !/ � I t / /) / // I I / 1 I I t 1 .r .r ��. } EC103 j \ \ \ \ / 1 I I 1/ / / \ I / I , \3 \ \ \ ( ( I I 1 1 I l I)I I ) I 1 I l W W W W, TEMP. DIVERSION O DRAWN BY Q i c \ I ) ( \ I I ( 1 TEMP. DIVERSION DITCH #3A r / rm \ � ) � 3Q I / / to \ l \ / / r \ J � - � I \ \ l ` \ / I 1 \ I / ( I ( I I .v W,,.� .� f � I 1 / II l ( 1 1 ) .� .�/.� .� / / ` / / , \ / J /� ( _ \�\ \ \ ( \ I - \ l I I / \ \ I / t ) I � /i \ I( 1 I 1 1 /1 1 , )I 1 I ) 1 vy�vWv TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES332 ' / \')) - J - - - / / / / ` I ) l \ / \ \ 1 \ , \ I \ \ I � I I I I I I 1 �,, \ r / ) 1 I ) I I I v�* y r ( ) / / J // - �- / /� I ) / 1 I � A \ � l \ / I I I LINE W/ N. AMERICAN GREEN C125 / r / - , / / / � / r L1 \ > J / \ \ \ \ I I I II I I I r � � * � � 1 ^ / / � - - - _ � 1 l \ I / I / I ) \ / v I \ l 1 \ > 1 I ( 1 � I I / � TEMP. DIVERSION DITCH #3B (1 _ � I �' / \ \ \ 1 \ t \ 1 / / / I I I ( f �,�<,�,� �, �, DESIGNED BY / ) / - / ! � ( I 0I L, I / M / t I \ \ \ / \ I p l ) I II I I 1 v r , / I- , _ _ _ I I / \ - _ ( _ / 1 I ) / I \ / / I I cv I I 1 r I I I I 1 (� �\ TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES0 - r J J / 1 / \ I I I 1 - -_ o I 1 \ ` / I / I I ) / / W W 1*. LINE W/ N. AMERICAN GREEN S75 / - ) / 1 1 \ _ � l I I I ( I l I I I I I f l l t( 1�. .� w..� ( ) I / I \� t - < /1 \ ) 1 1 l I M II ( I I IVW � 'kW • 332 I I J SKIMMER SEDIMENT BASIN #4 / / - l _ / / / I // l / _ - - J / / _ / \ t I / / I I I I 1 v�� ,/ CHECKED BY / ) / / / / r - \ 1 / - / !� I I f t / I t ) I l l/ ` \W W y W y DRAINAGE AREA=6.40 AC; DIST AREA=5.31 AC • / / I � / ,/ / / I� / /` J / \ \\ \ J 1/ \. I J - /( I I / /) / ) \ I/ 1 II ) 1 (IIIIIIIII vW W / / TDD2A � \ / I 1 \ I I I I I �. W W W / \ � 1 \ I r J /1 l / ) > I � I / l I \ � /\ / > \ I - , I 7 _ / / / l f \ 1 I I I I / I / ) I ( p I< y(y� 11 l ■ rI - L1 J / /`� / /( �' rl I / - ( -� I\ ` _ / \ / \ / / / / / J I r / / / / / / I \/ I I I 1 l ) l / II 111 I / 11 t 1 J ►WW� WW REQ'D SURFACE AREA=4,892 SF; REQ'D STORAGE=1,962 CF R. BAKER ^ 1 / f r ! ( f r I ) / 1 \ \ \ � - '` ' / / ) / ( / I / 1 1 I � / / / ` ram/ I I I f / / I I I I l I I I I 1 W�.W� SSB4 PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF • / - I� \ _ / - \ I ) r - - \ ' _ / - ) / / 1 ) / / / / I I 1 / / I I � 1 " / \ r J - _ � < / / / / I \ ) /\ / I \� V / / l / / I I I ( / \ ( / - / r - - / / , r 1 f / ) I h1 I I I I ) 1 \ I ,r (OR EQUIVALENT SURFACE AREA &VOLUME) • SCALE ` " 1 f O 1 I ) ( / / - _ - / / / / I / / lI I I / I f 1 1 I r / I / r / l \ \ o/ , , f _ 1 \ \ - / / r / / I I l ) I ( / I /MI l ( l I / / PROVIDE 1.5" SKIMMER W/ 1.00" DIA. ORIFICE ON � - \ / � - / � / / / / / \ J / 1 �� \ - � r / � - I / 3�0 ' ' / / / / / r / / , ( / / ( I ( I SII I I I ) > / .� AS NOTED It \ 1 `� ( �� _ \ / - r I l I / Itr 4'X4'X1'D CLASS B PAD; TETHER TO BERM 1 1 - / r / / / / / / / I I I I l / ) 1 I I r / l - I+ 4 • r / I _ - - � 1 1 - - l \ _ - - / �/ / / � � - � � \ " / / // / / ' / / / / I I \ / / f ( , I I 11 �-, f I I I I r \, l J , / t � \ I J l \ / I I INV=327.00 � .4 \ l / I J ) \ / N / r - < / r / I /J I / / I I I 11I W 1 t 1 / \ / k / / \ ` \ - - l � \ I ( / / a / / , ' - / / >/ / / / r ' 1 / / l ) // I I / / / / I 1 \ l / /i/ W W \ TEMP. DIVERSION DITCH #4A \ ■ I I i \ \ -r I ) / -A -- - - ( / - / �(/ / / \ \ L J/ - ../ - / - - / / / / l / I ) / , l 1 I ) I\ \ 1 I r/Ili /*-�,*`�'�,` * v l / / C / / ' ) 1 \ / r \ ( I-, \ `\ I / _ / ) - , -� / ( r / / / / ) J I I 1 (/ / I I Il ( , W TDD4A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES \ \ 1 I / L / 1 I 1 \� 1 \ / ( r ( / / / / / / / / 1 / r/ ) , n I 1 / / \ � I 1 \� i - - / / _ / ) - \ 1, / ( / / / / / , - - - , / / / / / . 1 I r / l / I l ) \ I I I ) I1 IIII/lI/ ( ) / / I I � 1 / , - / / r - / I l I ) ( I r � �' W LINE W/ N. AMERICAN GREEN S75 - \ // � \� \ \) \ , � i \ / yr/ / / / / r ' / / � / �.11 J l / ) \ I II/ / W .y.vW.vW.v Ww \ I __ \ - - _ \ \ ( - \ \ / _ I \ ( / L ( , - I I - 1 ( / / _ / / / / / I I 11/ TEMP. DIVERSION DITCH #4B \\ \ � \ �\ -) � ,? - vt ) I r \\ 1 \ I t / / ) I r ,\ / I _ ) / / ' � 3r / \ ' / // // , / // / D, r I/ I , ► �/ I / r 111 /( l�fl(r/ �WW�WWW WV4, _ , / % ) > I I / (' f 5 - / / 11 r TDD4B USE 0 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES J \ ■ ' 33 ` \ - 11 L= - - / J ' J \ V I / r - / / 110� / l� \ l / � / ✓1 °j / / c - r / -/ , - / / / r / l 1 I / ) I I l ,,, •,, y y ( ) / \ \ 1 ! / i / \ I ( / I U ( \ ( / / r- V / ( / / J I / / - / l / / l I l I / 1 ► / l I l I/ %/ 1 I/ wWwWwW LINE W/ N. AMERICAN GREEN S75 \ / / L � r / % ` \ 1 ` l / r \ / ( / J / / i / \ l / l I/ /II(/ w w w v i, \ - \ _ \ I� \ I J \ , - / / I / f / / l/ /I/ W �Y W W Y �Y I \ I / \ / - ( � _ ,- / \/ / / I ( - I / - / ) / / I I / I I l l // I l W , 'k � W W CLEAN WATER DIVERSION DITCH #1 \ ' \ \ \ \ \ \ \ / \ cl) I I TDD3A r % r v \ t I \ � \ _/ / - 7 I r /1 ` J \ -j 1 ' // ) ' - / - - / / /\ / / r / / / _ //) / // // l I l l l/ r�/l///// // W W W1 / CWDD1 USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDES o \ IL \ 1 -\ \ 1 , \ I 1 \ J \ /l a ) \\ / l� l / ( / / _ / - / I / _ / / - 11 / / / / ( l / I // //(/� lr/ ( v, / LINE W/ N. 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J 1 I I \ / / I I I I _I f 11 O � d I `\ \ ' \ \ \ _ \ \ \ 1 ) ) \ \ / i \ / ____; __�- \ / ( ) 1 / / I I r / -A4-- ( M 1 I I Q \ 1 ( ( I '\ - \ I \ \ \ I \ _ L_S_-t-` ° I t / /( (I / / \ /I / I 1 0 ► I C I II I I ~ � o 0 L \ \ 1 - Ys\ _ 1 \ � \ `\ 11, \\ , 10 I I \ \ \ O I I \' ) `�('� EC102 \\ \ \ \ � \ 1 \ \ ` \ \ \ _ \ \ � ) \ r \\ \ , ,� TDD3B - ) \ \ � � / r //I ( �_ 1-- \ f_i-1---j-- f N I l l I � \ \ � \ 1 I \ / � / _ -7- w (- \ ) ` I / 1 \ \ \ 1 \ ` -- -- \ / I / / _ t- I I I ) / O lfj 1 / II) (� L I , l \`�'. / \ J \ 1 > \ \ ) \ -_ \ ` \ \ \ 1 _ / r I \ I/ 1 / _�_ 1 EC103 , ` l / f l l I M J I I 11 C I : o \ l \ L EC101 - `\ `� , l \ \ \ \ \- - - - Q .Z L \ - r 1 1 ) _ / I r / / / / \ I / I f l / / W 1 1 / j1I F 3 0 v 1 I ( \ \ \ \ - \ \ \ y \ 1 - \ \ / \ / / �\ . --L \ \ \ \ \ / - \1 / r /_ (-�- // / / I I ( / I I II 10 O \ \ \ \ 1 \ - EC110 \ ( I rL �,\(� \ ^ \ \ \ ( . \\ ; S� 1-� I \ \ 1 /\ _ 1 ) _ �--j t 1 \ / / / / \ 1 ( II Z / Iffy- - aw \ '\ \ . 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( ( � POROUS BAFFLE EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D) '/// DINE ��\\\\ \" WWWW� W ' J�" / > \Z\ /I \ W WW IOW* ** 1 I c_ 1 0 / I / ) / I I / / - / \ Na ' // \/ \ I \ I I EC107 CONCRETE WASHOUT; REFER TO DETAIL / ,,- Nl lk \\\\\\ ( / / I / \\ �(�(r \\ "� J I / I \ 1 - - = I / / / / TEMPORARY DIVERSION DITCH //JI I I I II\\ \ I 4 �' �Y �Y W �y W �Y •Y \ O \ +4- ,wj (/t �� \\ \ W Y rW/ v \ \ o , r I - ' / I I \ \-I \ / ( / r ( J / / EC110 6" HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN \\ J \ \ `\ \ (> •Y W/.v W .v W Y W W ,Y W •Y \ O / _ ' \ \ \ / \ C I 0312 12024 1 v1 v�v( \ \ w .v-.v � (v m v v v v v v vlry w ,l � = c - c - � \ / \ / >) / * W W W W - / I I W W W W W W W W W W W W W W W $j W W �__ \�-In -=) - \J\ - \ / - I / \ \ /�( ) J ) / ) / 1 ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH EC111 3 POROUS BAFFLES ✓ .v-WY/W \ I \ Iw-•v/ yI .v WY •y�Y •Y �.1. -� - l r r / ( ` - _ \\ �- - - \ I \ �\, 1 / ) / •Y W ,Y �I /� W ,v W Y •Y W ,v W ,v W of V" W a W- W J , - r r S/ - / \ \ \ \\ \ d ��. / I � y � � � � � � y � � � 's ,--X � / \ r- -S-� � � _ \ _ - ) ) /�- \ \ \ 11 \ 1 1 I SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER \` (� .v ,v .w I .v v v ! �9 vy`v'�v v w-r 0d - \ - \. 1 r � _ _ =-\ / / - f - . \ \ / \ \ I I ® SILT FENCE STONE OUTLET EC112 <\\\ - \ \ \ * * * a �� o, \ - _ / / =\� \\\ _ _ _� � ` - ( - - \ -- \ \ /� l �I 1 OR 50 MIL HEAVY DUTY SILVER TARP \ W �Y W �Y Y \ W �Y •Y ,Y +Y ,Y �Z 4, + m v, W 4, W .v ,v / ,01 \ _ \ ` \ \ 1 - - _ I r \ - _ \ \ / \ I ! I >_ \\. \ 1 v v (\ 11 I 1= / v v�v v v v vCv�v � vI`a vWVWv�vWnWVW / /0� ` ) _ - - \ / , 1 \ 1 - � � - / � / ) I � \ _ / \ \ I J I I \ ! / 1 EC113 3:1SIDESLOPE ou \\\ v W v �f \ \ I W W W W W W W - / 1 <- \ _ _ - / -/ ) J ^ EC114 40LF OF 18 TEMPORARY RCP \ v v /v v v / I I v w v v v v v v v v w w w w / / ( / 75 / \ -- - \ / -- - - r/ / - - - I \ I ) I C I CHECK DAM n � < < \ t\\ W W W I, 1 v p v v vl W W �� / o -2 / \ I - - \\ / i \ I 1 EC115 TEMPORARY TIMBER MATS N \) WYIyW �Y W / .Y 0 / A I '+. \� J I \ ✓ J f L \ !1 J I / ✓ n ) ( lO \� \ l ,v Iv •y W \b- �1 N� \ WW�YWWW�YWW WWWWWV(- W�YWWW YWWWW / J / � I l \ \ \/ �� J \ / / ) I I I t I\ E ~ ~ J \ ( v`v v ,vv I� \ �` w v W v_v ,I v v y�wl v v w f "� / J 01. / / / ^ - .r \ ( \ r -� v ` , \ \ J � ( l l B � 2i < 1 1 \ � ) N, \� T / / / - -- \ > - Cv \ \ / I I 1 \ CONSTRUCTION ENTRANCE LL, U .E m m � \ \ l I II/ v \vW�WwWVWwWJ I 1 I ll r Ww/vW�WVWVW�WVW vl �W J / / o� /� \ „ ^ / ` 1 o) 1 011 , ,v\v - .v w w l ) r v v v v rf� � / / ( ) _ \ 1 1 / / I ) / 1 / \7 1 \ I I / ' I 1 / \ \ J I I H 3 CI) U ,\ \ ��11 I I \ a ,�� / / o / / _ _ \ I / -' / \ - \ ( / / / \ SKIMMER SEDIMENT BASIN #1 3 ~ b (�1,'(t �,, 1 \I W WSW W W/W y W / / ) / ,_ ' _ \ _ \ � \ / \ I ( TEMPORARY INLET PROTECTION Q � U O 00 1 1 \ .04,CIA +vW vW �� ,I I I11 I \) W41 4f * 1+ * <vWw�w I \ ,I / o o , / / 1 � \ ) ` „ 1\ ) ) ( - - ` � ` ! I l \ / DRAINAGE AREA=3.00 AC; DIST AREA=3.00 AC 0 W Z z z_ 1 I I I 1 \ * + + v �\ \)I I 111 + * * * / , / /\mac- / / / I � � ^ \ / 1 - I > \ ` / \ I ( 1 REQ'D SURFACE AREA=2,293 SF; REQ'D STORAGE=5,400 CF w U � N O 3 J / I II / v vvv � � ` C \ � � � � � � � / 0 - - I I I / \ > / � I � ) I (� I I / / \ 1 �I / \> �� I / d 0( I - - - / / / - ^ \ \ 1 \ I PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF Q LL -o - < O I , •Y W w- Lo Cyv �\ I / / /^ ✓ J - \ - J / I OR EQUIVALENT SURFACE AREA &VOLUME O o - � 1 I ! )1\ �\ / / \II N �/ �/*� \ J / J , / / �/ \ \ \ - - - _\ I I / / / / , \ r j�\ r / / \ < CONCRETE WASHOUT SSB1 w LL N M a v v v v �� v v i /v .v ,v w v / / 0 0 ' l /I W �Y W W W �,' I W •Y �Y Y/ J / ! I / O/ / n✓ I \ J 1 J \ // / / I r 1 / \ ( ) � ,--I J lI l / ,cw / I � + ! 1 " _ / - - 1 1 ( / C / ( / / -) \ 1 PROVIDE 2" SKIMMER W/ 1.5" DIA. ORIFICE ON o x U z z z IW VW vW�W v�W VW vW vW v \ 1 ) r v / \ l � � ) / l \ ! / O N +' I \ w ,v .v v v, v r II I I I w w / , I ) / 110 I /o I / / / O 5 I O 4'X4'X1'D CLASS B PAD; TETHER TO BERM z w Z) rn w U l / ,v ,v W W I I I/ / v t` J \ o / J r ry 2$ \ / I � O I I \ , `0\ ROCK PIPE INLET PROTECTION O D U Z j / v v *-I,v ,v ,v ( I l W / .J ! / / I / / \ r I ` CLASS B RIP RAP PAD , \ INV=305.00 x ( 1k W W W W y W / I / i / p \ ) \ / I N I , N Q O 1 v v v !.v v v ) // \ v v v \ I / / / - r J \ - > I - _ - / /(j I3) < oG 0 z � � - / \ q v v v v v v v v v ))� I () / v W W / I / , I o ) ) / EC103 , a �` ! / (15.0'L X 10.0'W X 18"T) / / _ - / -) / ) _ - I , TEMP. DIVERSION DITCH #1A o O ( / I WvL vW vWwW wW vWwW v I I ! 11 W* W / / / / / / \ / n - ^J / D / ` / \ / ! \ \ � SKIMMER I I - W W / I o > / \- _ - _ 1 / / TDD1A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES '-' �n U) w O I W �Y •Y �Y .l� �Y W �Y ( Y V1 •Y cD ( / / v v v v w ,v 4� ", .v \ / v - \ ti / / / / - \ \ /� J r Q � \ / 1 c W / I I w / r \ / r) ! I Ct \ I LINE W/ N. AMERICAN GREEN (C125) _ � > p p LLI / l W •Y W ,Y W Y W ,�, •,, I ( I I / / - U () I / / / O ( / / / / \ 1 o U w / I WWW,YW�Y ,YWWy �,YWWW,Y II / \ \ \ / I , / / o\ \ \ \ ) ,. ( 280 ( , - - _ / \ _ � I \ � < _ � � TEMP. DIVERSION DITCH #1 B �\� , �� w (I / I (� / <1 ( / I / - / / / \ /- > - _ I J � ) �\� - I, \ ( •I / I I i// ) r ) l l I - / / TDD1 B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES o °' � � 0 1 / ,,,,,�, , W Y Y Y W W / I L � / / / I I /O/ ) // v / v v vv v v Iv v ,v .v 1 ' I I ` \ /' /\ - ( I I / I ' / ' / _ u�, rn W o / / \ / ! � I / / / LINE W/ N. AMERICAN GREEN S75 z 1 1 / � .� .� .� .� Il\ \ I / I ( ) / ' / ,�h / r / / �` EC101 ( / �/ / ( ( I ( I // rI ,// // // / / / ' / / ( ) '-' rn O `J v v v / 1 / \ - \ J / \ I , _ / / / /( r > / / 1 ' / - / _J Z Z � /I ( Wv�Wv vWVW WVWv 11 I ')I ( (\ I I r / )( IN I , \ < / / ' / I_\ \ I �� / / 1 I / � \ v I / / / I ) ( ..� / / � SKIMMER SEDIMENT BASIN #2 w < < U) C`� .1� � % I I l/ / ) f / s \ - / \ / /�� O _ 1 / / r I l J / ( / (/ / I / 1 \ / - / DRAINAGE AREA=6.67 AC; DIST AREA=3.70 AC ~ C •1, V * W *Y 41 W •v 1 > I O / / / t \) > / J 1 I / / / ( v v v v v Jv v w )1 Ifj I / I\ I / � \ \ 1 I \ / 1 < \- \ /- / / I I / // / / l / I / ) / / / / � 0 \ W W W W W W\W W�W ( \ I N I / r \ / \�' ( / / 1 I I / REQ'D SURFACE AREA=5,099 SF; REQ'D STORAGE=6,660 CF (/) z .vim � � � W � I / / I / \ -a / I - \ I r / t - / I I ( / / / I W 4, > %( *1. W W/ W ( III I I `� / ' / 1 I \ / I l ✓/ - - I / / / / / ( I l \ / / / / / / , / / PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF N / �� y�Wv v \ I II � * 1k I I / off/ _ / / - /\ / / ,� \ ! \ \ ) / ) / / \ / / ' SSB2 \ \ 4, u k 4, ,r� ,r * W ) II l'A\ l W�W�W� > I I ( \ / ► � � ( ` \ � � � � \ I I / / 1 / 1 I 0 1 / / / ! / (OR EQUIVALENT SURFACE AREA &VOLUME) M I I , � � . 'k > .v�.-v�.v l I°/ / \ - \ \ ' \ I \ - / O EC 116 / _ 1 ) 1 / 1 / / / I \ / \ , I I� 1 I I r I / / _ / I � / \ / / I \ 1 I / / / / / PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON O I �I I �. )/I / �� I I \ p r / / / r ` - ) / / I \ I I t I l S ! J I / ! O \ , ,vWWW W�YyYW�Yy.vW�YWW l / 1 ( / = Z ( vW vW v \ I / 1 / / -/ \ I / \ / l / v v ,v w ,v v v v I 1 I `J \ - l l) / l I 1y .� . . . .�. . . .� I / ,,,"'�,"' I"',,, ) � \ � o I 1 \ \ \ r - I \ � �. \ i v e ��f G( � , CWDD4 r� \\ \1 \\ ! 1 � Ir/\ \ I ( 1 ' I I / I ' / / I / // // NV427 OOLASS B PAD; TETHER TO BERM � > v v v v v v v \ I I 1 / v vow I`I I \ - \ _ / _ / .. - - `% - - I ! I \ ! 1 I / l ( I l l / / I / O w ) ,,, _ l *** +-I I I ) \ I01 I » EC103 / \ ./ ` / -I -, J - �` c T \ 1 \ 1 I \ \ ( / ) I I / / TEMP. DIVERSION DITCH #2A � � \ 1 �,v v v vW v%k\q,v v v vW vW I I + I I I \ + � v�,-i ( I 01 In ~ \ 1 / \ / 1 \ `. U \ \ \ \ > > / / / ( ) ( ) / / / / / / / = 1 1 ( ) 1 / I / I \� ,v . / I \ I \ \ \ p \ \ , / I I I / ✓ I I ( / / ! I l / / / TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES � I / I 1 WWWW WaW 1 I ) / I / / / _ „ (J / \ ' \ ( 1 l / / \ I / / / ! / LINE W/ N. AMERICAN GREEN (C125) l I / \ \ . r 0 co � � I + W W W + / I I + W W .S. \ n r r\ \ I /_ ( I I I l I I ! / / ( / I l I / I / ( W ,Y ,Y W Y •Y W - , I I / ! ! 1 / Q \ r. I \ / n / I F\ , / / \ r , \ I / W N N N 1 I 9 \ \ \ 0 � \ ( I - � o \ I I ) / / I I C / / l / I / / r I l I 1 / SKIMMER SEDIMENT BASIN #3 w w o 0 0 I v •v w .v w .v •v ,1 r ) l - * + .k \ I I I / t ✓ \ / \/ \ _ I I I / / / / � v v w w v v v I / v v v d I 9 / l l 1 -` \ I t / l I / / O I / I ( �O cn I 1 Ir * / I I 1 I/�l I I I I o I I � \- I \ - - \ D / L. \ \ O 2 l 1 / / r / �\ J DRAINAGE AREA=3.17 AC; DIST AREA=3.17 AC = < Icy � I _ / \ � \ Q 8S \ > \ I l l / / / / / 0 I / / \ o N ,Y •Y?Y ,Y W ,Y W ,Y WI -� I 1 �\ / -_ 1 / - _ , r I / I \ I / / I / / ! I U I 1 � IW � / 1 I 1 1 1 1 �� N/ I vW vWWW v�W I I I o I \ N \ r I I \ 2 (_ / V - 1 �� \ \ \ I ( 1 I C / / / / / / / / REQ'D SURFACE AREA=2,423 SF; REQ'D STORAGE=5,706 CF < N r) r) � + '. + * + I / � I 80- EC101 - \ - \ / - � / / I , \ \ \ r / / I I � I I / l l I z moo I \ w N\ � * . / I 1 // �'� I 1 I I of I \ ) ( \- > l / ! r \ / \ \ \ �` ) I / 1 I / ) , ) ) I / / / / J / / J l / PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF I ! lv W � - ) I I I / I I W W�W *A \ \ \o \ \ \ \ �, \ I (,/ � / - \ / ` _ / ) I I I I I / / / / / / / / � / / / ` / / / - / SSB3 OR EQUIVALENT SURFACE AREA &VOLUME vt w r\ •v w .v / l l w w ,v \ / \ I ) I I / / / / / ( ) cn DATE I \w\W vWw vW7�vW w vy I I 1 1 / Ill w w w�J \\ ) , 275 I �> v ! \� \ - \ / � _ \ 11 ) I I / / / / / / / / / ) P,�)v v v�v ,v J // /I' \ * *V, �� \ ( \ EC102 L / C 1\ I < <Op \ _ -, - \ _ / *,O / - J - I I II 1 / I I , / / / / / // r - / / / )/ PROVIDE 1.5 SKIMMER W/ 1.5 DIA. ORIFICE ON > I ,v ,,,*+ ,,,"�.*,k*y \ / 11 J I ( I I I I %,l, *�W� � \ \ I- \ \ \ /1 \ \ _ ` / / o�I I I I I I I I / l l / ! 4'X4'X1'D CLASS B PAD; TETHER TO BERM 1211512023 ( \ l EC101 _ - \ /,/ - \ ^ - . CLASS B RIP RAP PAD (10.25 W X 18 T) ` - ( c\I// / I I r / I / / / / // // � // / ' / /! / INV-312.00' o 1 w v v v v v 1 ( I I I I I v v v \ \ \ /- / / `\ / I I ( / / / / TlW/y�W .vI 1 I I \\ \ - ) - S � - EXTEND TO BOTTOM OF SLOPE / ) / )h I I / / ) / / / ) .? 1v *' � v W I I I I' ill II I WV41 1k r \l 1\ \ / - \ 1 \ \ r 2 0 ( / / I I / / / ( / / / / / / TEMP. DIVERSION DITCH #3A } DRAWN BY ( I ))� \ 1 /��- / / / 0 I I / / / / ( / / �,� vI* w w v II I v v I/• (I \ \ \ / \ \ \ \ I ) - \ ii I \ / J (� I I I / / vY v'�v N �� v v��11 I I 1 III I I I o l \ ° \ _ / \ \ \ . \ - - `) l _ \ >!O/ , r - / / ) / / / / / / / / / / / / / / / I I )I 1 \ \ \ _ _ > \ i - / \ \ > / _ 1 1 Q I / ! � / - ( / / ' I / / / / / / / / TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES LINE W/ N. AMERICAN GREEN C125 I 0 L l CT ' \ / I ,/ / 1 / l ( O I / / / // // t/ !/ ( ) 332 I \ ,v W W W W W v W yWW vW v I / l l/ '� I 1 \ \ 0- -o l I- \ - - - \ O \ - \ S ) ` , 1 / / I / / / / / / / / / / v v v ,v v v 1 / l 11 l l ` \ \ \ o o \ \ - \ - _ - \ _ - \ \ - /r \ / 1 / / ( ( / I I 0 / l / / / / / / / ' / / \ \ \\ \ ) - - 0 \ \ ` L \ '- - / ' ( \ \ / / / / "� / / 11 / / / / / TEMP. DIVERSION DITCH #3B "(® / / I n \ L o \ \ / / / - \\ \ f DESIGNED BY / iv **Ik* /YWY* * * /) // /// I / \ ) � I/ \ � - \ \ \ - �5\ \ \ _ I I I I - ' � - ! I - _\ I I \ `� \��j� 1 \ / \ ( ( l I I ( ' / / // / / / / TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES / w .v ,v .v ,v " /, , \ \ ` _ - , \ \ \ EC113 - - \ / - _ - / I / \ \ I / / / / • 332 / W W / // / I / \ b. .� _ - ) / \ I / 1 \ / I ( I / / / / / / / / / / / / / LINE W/ N. 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DIVERSION DITCH #3A DRAWN BY ,�, lr� / - r / J / / - ��/ � // / / I / I I I i / / / / I III11 I o t �/ I / / / - - / / / - /, ( 1 \ ) I ► I 'I p I - I / - ( / I\\IIIII\\\I\ \1\\ II IIII I" )``11 [ TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES / I / / , - " / �- - i // / I \ I I I I 1 I 4w 0 \ \ - / / I< \\\\ 111 11 \ \,I\'I \I►II II\I / 1 332 / - - , / / I \ ( / I� \ - / I I I I It D I% \ LINE W/ N. AMERICAN GREEN (C125) / ( / / - - / / / - - / / / / > , I i \ / Illll \I1t 11 I' I / � / I I I I, I I Il \ 1 1 \ I / / r / - ' ' / I I / / / / / 1 II I\111 1 \ TEMP. DIVERSION DITCH #3B I/ / / / / // \ I - / // / - / / / - � I / \ I \ 1 I I I / I ( / / I �I IIII 1 Ill ) \II IIIII Ili I/\ • DESIGNED BY 11 / / / _ / ! l / / i / / '' - I \ / I / / / \ '\\ 11 II \ / IIIII1111 1 /' / \ TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES / / I / /,- - 1/ I I \ / I l ) I I CWDD1 1 , // j / ' \` \\1\lull I III IIII 1 11 332 J � \ 1 1 ' / / r- / // c_ , / i I / ( \ 1 \ I \I IIII I\ I- /l ( ) / / f I ' 1P I I t11 \ l I LINE W/ N. AMERICAN GREEN S75 / t � / I / r ( < \ \ � ; EC101 J / / / r - - � � 111 I 111\II1\1111 \1\ i - / � < ( I ) / \\ 11 t_ ` > I SKIMMER SEDIMENT BASIN #4 ti ( / r / // I ( I ►I ( l , ( I /r I I y 11111\l\ 1 l\I11, \ LI- r \ \ / ' \ I I / " ` ` / \ 1 I i / \ / / I 1 Il1 I( l I \\\\ \\ I • CHECKED BY I / \ , I \ ( / / \ I I I t(1 \ \ / DRAINAGE AREA=6.40 AC; DIST AREA=5.31 AC / / / / I r 1 t I \ �' \ 1 \ I / / / 1 I I I \ 1 \ , / I ( 1 l I I IIII 111 1 �\\\\\\\\I / - / / / ( < I I V \ - \/ - \ / I / I I I \ / I I / I � II'II\11 I 11 \\ III\ \ I / REQ'D SURFACE AREA=4,892 SF; REQ'D STORAGE=1,962 CF R. BAKER \ , / , / / , \ / / \ ` L I I / \ ) I [ \ I / I I I II j1111 I ) 1 \III I I( ` U \ / 1 � - I / , I I I I / / I \ III I I 1 III 1 I , / \ / - PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF • is ( / " / r /- / I \t� \ \ - \� I r / I 1 I ) I l / / / / II III II I IIh t 11 v / / I I ( - > \ 1 \ \ \ // / ( I I I / I ! / / / / I 111 p 1j1)II I 'd 'IIIII I SSB4 I / l I , \ \ - \ l \ / I \ I 11I► Irv\\ \�I \J / (OR EQUIVALENT SURFACE AREA &VOLUME) • SCALE ( f 1 / \ / / I I I / / / I \ nl I Itl 11 11 M\ \ - � ' „ \ ( < _ / / 1 \ 1 - \ \ / ` / I I I 1 J / ( / I , I / , I > I I Il It,) I I \m- I l _ ` / PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON I I I I I \ \ I \ \ \\ \ \ t \ \ I I , / I I r1 I / / \ / / � I / j11011 1/ 111111 I \N\\\\111 II11 AS NOTED ( 1 ! ( I / ' / \ \` \ u r ^ \ \ � / r / / I , / I / 1 ( ( , 1 p0 1 / I I ( ( / 1 t/ \ < 4 L ( Iltl/11111111 )�II1111\\ 1`111111\\\\\\ \\� _ 4'X4'X1'D CLASS B PAD; TETHER TO BERM u ' / / \ 1 I \ ( I \ \\\ \ < a ) ) ► I l / I / I ( / I 1 \ ! \ 11 I) )\ I l \ 1111111 ` - / _ - - � INV=327.00' \ \ 1 , O I I I U� , I o \ 1 j1 IR I I o I' I II IIII 1 'I' ! \ / \ \ ) \ \ l l \ \ \ / I + / / ) I [ rt ) ) In � \ I i II l I 1 I I ll I IIII 1 TEMP. DIVERSION DITCH #4A 1 / / I I _/ I I I / ' I M I I M I l \ Ill l - 11 Ill I t � [- > / l I \ \ \ \ - .r I 1 / / f / \ I r l\ c,>11\\Ic 1/I ) 111\\ \\)' I I / 1-1 - ' --� < \ 1 \ ) � \ \ \ \ .� / 1 / r / ti l I I [ I 1 I I � \g� \\\ I I r TDD4A USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES \ ) \ / \ \ \ r / / / / l - '' // / I I i I I I I / / I � ' I 1 \ \Ilp \`\II `Ili t> 1 1 \14\\\\ \`y // I ( ) I Il , \ Illl LINE W/ N. AMERICAN GREEN S75 ( < \ / ) 1 \ \ \ \ I � \ \ / ( f / / / I 1 I I \ I I \ \ \\ ,\ \ II \\ \ > ) -\ I \ / / I 11 / / S ( I (l I ( ( 1 I I I I 1 \ ��llll l I1 (1\\ I \\\IIII I\I ,. - - / TEMP. DIVERSION DITCH #4B I I I I`\l l h\ \\ 1 IIII - / f , 1 p � I \ \ \ \) 1\ \ / / / _ / / // / 3� I 1 Il l I ' ) I I '> I / 1 I \\I\I,I1\)) I 111IIII I 411111, \iw 111;I r ( TDD4B USE 0 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES I - I ` l ) \ \ \ l I ) // / I - / 3 / \/ 1 I I l \ \ I III \Y - ' LINE W/ N. AMERICAN GREEN S75 c, \ \ \ \ \ / I cj / 1 / 1 1 I 1 I \\\\ I � / \ / t r , I \ n \ \ I ► I , I \ 1\l\�� 1 1,\1 \ \, / b / / ^ I L-\ \ - > , ) \ \ I \ < / / / \ I / \\I \�� I I IIII \\\\ll, / - �c� - / CLEAN WATER DIVERSION DITCH #1 �I t- . \ \ \ \ - 1 1 < - I I f j 1 I I ) < , \ 1 / ) / I I / I ► ) 1111\�I\IIIII\ \ I I\ 1j1\\\\ I V I / , P CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES16 � ` IL - \ \ l 1 J I \ \ \ I \ I r l /1/ ) /) / ► /1 1 /I ` I / - l I ` I / \ I I / I \ \ \ \ ( /-I611(1111�\\\\\I I II\ I IIII I �)I)\o1 ( / / /// / ^ LINE W/ N. AMERICAN GREEN (S75) D \ I \ \ I \ \N \ ,I / / ( I / / / / / / / \ I / \ I / � )O ` \ / I I, \ \ \ 1 \ I I I f 1\11\`ll 1111 I I I11 I ) =) (\\\I I��II M II ) - / / \ \ \ ) _ / I / I _/ / I I �l0 ) \ I \ I \ I I I I \ 1 \\\\IJ III( \ ` ►I(ll , CLEAN WATER DIVERSION DITCH #2 6 1 l ` 1 h ( l , < / ) / \ / I / t I I \\\\\��\ l < \I 1I\I \Ill�l u_ �/ > 1 I / ) / 1 / I , / / f , - \ / ► .j I ,1 \ I \ 1M 1 1 I / r / 1 � / I I ) I ! ( - \ I - - ) \I\\'\`\\0\1;1 j- - 111j)j)I III I, J CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES o / ( I ' ` \ ) / ) / / 1�, 1, \`cq j1 \ I IllI ,- LINE W/ N. AMERICAN GREEN (S75) I / ( ( / , \ / \ I / / ! - ( 1 I I \ \ \ I \ -I \ ( , 111 \ ) I \\�, 1-� L, ( I _ ) I / \ 1 1 I\\ )I,, \IIII \I I\\\\\\-� CLEAN WATER DIVERSION DITCH #3 1 I \ I I I I ( / ► i I 330- / l \ I I :I , I \ \ / I \ \ ) I l , 1 I �\\\ ( \ \ 1\0\ \ I I ) \ 1 ! , I ry/ I / / / ( I 1 I \ , \ 1 I I / �s \ IM1\�\� \ IIO\ , CWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES o \ - ) / I ) > t I / - \ , / I o U _ \ � , \ I 1 l s \ \ I't \\\\\1\I I\111` \\ \) I \ / ! ( r / <l / I / ) I / , / / / l I � / / I I I i I M \ \ _ I , \ \ \ \ I I \ \ ` _ \� \\Ill 111 \ (I11tit I LINE W/ N. AMERICAN GREEN (S75) m / J / ! ) I 1 \ \ \111111\\ill1 l 1 3 l 1 _ /,' \ / \ / / r / / / / / / / / / J ( / , / < \ o I \ I , l \IIII\ I CLEAN WATER DIVERSION DITCH #4 / , � ^ - / / \ I / \ / - / / / I \ \ \ \ \ \ 1 1 I III)Ill) I(l11 I \\ 1 m / < / / ' - / / / I J / / / ! / , / I I 1 I / ! � \ \ \ \ \ 1 M \ \ / ) v1I 111111111'11 \\I\ �\\\\\\\ I CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES LI Ce w LU Q / / / ! , I 1 I \_ 1 1I I ) Ln \ � \- ' \ \ I 1 / � I / / / // , / -1 ) / 11 / / / I � J I I / � \ I ' \ \ \ \ \ , \ \ / I \ \ - - - ) 1)\I(1111\IA01\ \1\I11j1,I\ i ( ) � 73 ) � -I ) I> / r / II / ,/S ( f1 J/ //// - / 1' J / ` J , a - / I i . , I I I I / \ \ \/ \ I \ \ \ �\II►II\ll(IIIIIIII I III`\\ )\ I LINE W/ N. AMERICAN GREEN C125 rl = o \ / / / c (/ / I `_ / / / ( /\ ~ / \ I 1 \ ) \ r \ \ - \ \ \ >I\1.11�It1\\ I\II I I 11 \\Ill 11 Lf) 0 ( I I / / // ) l lI l / ) \ I v - > \ \ - \\ Ill I ) 1 I i / ! \ ) ,IIII 1 m I I \ I / / / - / , / , / / I ) J I ) 1 I \ - T 1 1 I I \_ I / \ ` ` \ / I+I+IIIII \\\ �� 1111`II 1 m I ', I I I 1 / 1 / / / / , / / / ( I I !\ \ \ \ ` I \ \ \ \ I ` 11I \1 1\\ ti /II►11►I I z a) I / / ) / ( / // \ ( l � \ I \ ' \ \ \ I ` - 11 \ \ M I, \ \ ` \ \- - `\\\\Ilplll I\II II 1 O , 0 I \ / / I / / � / / ! \ I \ ^ I I \ \ \ , 1,$1I'(tl\�\ 1>\ I 1�m� I z J - \ \ , I f ( I , < , / / , ( /l \� l \ / ( / 1 I l < \ \ ` \ `_ _ \ \ \11\ , 11111III Itl\I(Q t O I _ I > V ,/ \ \ ) , 1 \ \ \ \ \ ` \ \ \ I ` I\11IIIIII Ipl I I � � Lu I,II I 1 1 1 \ \ I / / ` I \ \ > - , ), ,Il hll II\II\II; I \ I\\\111 I w a ) / 1 1 l / < \ p \ / t ) \ \ ` I / �l►)41(I$ p I I ► , V) U 0 I \ 1 I l \ / I I \ < ) / / I I \ o EC101 I\ \ > , 1 \` \ \ ��` \ L) 1 / 1 / \ \ ` \ - i 11 I )1 I )/1 1 \IIIIII , i z = Q m I I 1 I / - M \ �_�, \ \ L /- ill'Ill IIII , \I I \ / \ ( I \ / / I / 1 M / \ / II 1 \ \ \ Q \ I I I 1 111 I c'f \ l / l l f/ r / J 1 / ( l I I (, \ - - I\ \ ` I \ \ � \ \ \ \ \ t I� I 1-1 \ � 0,lIw 1'\I III\ \ ( \Intl ' W 0 = 1 / I / / / / ( I \ \ 1 I ( \ /r - // /� ✓ - '� 1 ✓ , \I I \ I \ I`r / / \ I\\I \ ll\ 1 1 t\\1\ II U s I I I I I L / \ . I \ I \ I \ \ 1 q Ill\ I\\\\\ < 11, \ z } I ( ' I I I I - ) / /-/ > TDD4A p\ I I / \ \ I I - ) - 1 V i 11'I\ II 1 I,l JII 1jt1\\\\ , J 1 z o 0 I ( > / 1 l \ \ 11 IF- L( \ , \ \ \ 1\II ImiJl1 I kill I1 \1 I I I--I z `o L7 / / 1 . p I I 1 , / ( - 1 \\ 11 Ill\ , I I / / / ` - T \ \ \ / \ ( \ 1 \ /I N111 \\ D \ l I Q � � Q � I I ! f / 1 I \ 1\ r ( EC116 \ - III\ \ II I I I I I I \ ( I I I / CLASS A RIP RAP PAD 6.0'W X 12"T L I \ I \ \ ► l I \ 1 l 1 11 11\\ I I = I ) I \ \ / ` \ I f / �/ I I \/ EXTEND TO BOTTOM OF SLOPE - � 1 1 i \ - \ > Il \ \ \ \ ` I 1 -l / - �11`\\It\II1j111 ; ,_ \\\\J, I III I-I a 0) � 1 ( \ / / 1 \ \ \ / \ / I I / i( \\ I ,,, \\ \L I J o0 J � � a \ / / / / / ( I 1 I I r l I ! \ s . / I I ► 1 / / ' ( I \ 11I Q w I / I I 1 I / I I I l / \ � \ \ I > I L - / / �lllltl 1� $ - - ' d ) ) ) / \ I 1( / \ I I \ EC112 \ EC116 \ ) \ I I \ / \ I / , 1 I l 11 1 1\ " / Q 0 1 / / / /\ I ( I \ / / , \ I \ I I I � / t ) - � I I$\\\ \\I 1 Q U w O 2 N I \ \ -1 \ I \ I I I � / / I IIII11I 1 \ ) ' w m zp N / I I EC111 CWDD1 \ \ \ I I I I J t t � \ ( l / / 11t1+( I II \ I 1\ I J o 1 I I ! 1 ! I / \ \ ) / I \ ^, I I I II l I U m I / l 1 > t / 1 I w 1 \ \ \ I / \ / / l / I -\\\I1 l 1\ / 11 i , � ' 1 I \ t I > l r I I 1 \ � SSB4 11 I \ \I \ ` \ , _ = � m w r- I I I < I / \ ) ) \ - \ ` - \ \ CLASS A RIP RAP PAD \ 1\ 1 / L �\ ' / 11\II\1 1\/I I I 1\\// // , � � 1 1 ( I I I I 1 I / / \) I I \ 1 / \ \ \ �� ` < � � � \� 8.0'L X 8.5'W X 12"T / \ )I l s \ I .- //^ /(I' I I'I\1 11\ \\1 1 ' z -` r- o I I 1 I , 1 1 , ( / I ► \ \ I � � > \ � ��_ - \ / \ ( \ \ \ ( (� ( / t I !k\, JIII I III ) \ ( ) = O m 0 a \ � l I I I \ l , - / I \_ - \ CLASS A RIP RAP PAD \ \ \ \ ✓ I / - I I I ^ -- _' � 0 I I \ O \ 25 1 I I \ I / \\\ III � ' o = a / I 1 r (J ( I l \ \ \ -) M \ `�\\- \ \ 1\ , <JJ \ / / s 0 1 (5.OLX6.75WX 12 T) 1 t I - - ICI, ( , , // /^I-) \I11111 I ! / ,- // / i -1il \ll \ /;\)�l I1 z z N a I /) \ \ I lc ` \ � I \ \ � � < ) ` N TDD4A I / I 1 / \ \ \ - , / / / / - / / / +' ,\ III I I l I , o2 ci> ( I II I I I \ \ \ - \ \ � " ' I- \ \ c � 1 r w / / , ( f / i / / / / _ 4 \ � ^ � I , / ' I ( \\ 1 I O 2Q p \ \ 1 1 1 \ \. \ \ > l \ \ \ \- r( \ � \ w / ! > � / / � / I / < \ _/ / I ! / x '�111111 \ I\ < ) I I 0 I 1 ( \ < _\ \ \ fC o / / m / y I I V / / / I I / I/ I I I II l \ I� ' ~ � r o I I \ \ 'N \ \ `_ \> 1 \ \ ` _ ` , � - v EC102 � �_ � , .��, \ ` I l I "� / / // / � I 1` > � / / / I / ' ' / ' /III 1 1 ow Lo / w - U EC101 _ N / l / 0- 3 \ \ \ I , \ ) \ \ �, "I u', � / / - / / (� - � / // I II\\I r/ )� ( 11 � 0 N t I 1 l I \ \ , - \ \ \` � - \ \ � \ - ) c911 / / / I / ! / , / / / J / / r ) I l �f , / / I,/ I � I 1I I o" o ` \ I. ` \ \ \ \ \ � � \ EC110 \ \ / f j / / / /� / , /- / • ( ) ( / ( \ � / I I - / I ( / I 111 �1\ I w a) ri \ \ \ \ \ 1 1 � � l 1 \ 1 ) / / I > 7 / J I I I ( I\I\ \� t I m e cr, \ \ \ ) \ \ \ ) \ \ \ ` w \ / / / ! [ / I, I t l I /- I 1 I , > Y M \ \ \ \ \ \ 1- \ \ ` \ \ \ \ \ EC106 ` \ \ \ \ c>)O ( / / /� ! I / / CLASSARIPRAPPAD 6.0'WX12"T / L J ' 11 Itt \ _ \ m 1 \l\ \ ` EC103 I `'� / / / - \ ( ) l r f I I `.�I\ \)\ \ t` ) I ( I \ ll / \ Ih, 1I X � 6 \ \ I � t \ \ \ \ \ \ ` \ , \ - 11 \ / I / t / 1/ , EXTEND TO BOTTOM OF SLOPE \ ` I \I � I I ) / I I I I M m .0 \ \ \ I t \ \ \ `� \ - 11 / r / - / / / / / J I / / -( - ( / / '/ III( ) \ \ \ \\ i � D / / / / / / / n 1 I I 1\ I O m ) \ \ \ C \ / / ! 1 1 Q °' \ \ ) \ \ t \ \ I / I / / / EC116 ) / I cn / \ ) \ \ \ l �\ - ` � \ /I ` \ \ W1 N / / I - / � / / \t � =\ � 11 ) �\ \I I\ \`Ill I m 0 \ \ / c / / \ I I \ 1 \ 2 - 0 I. \ *1 \\ \\ \ \ \ I W N � / / / -1� / EC101 0 / `,Ztn I 1 l r I I I / ` I) \1 I 0 0 \ I \ \ / / EC116 3 / r / M M � o \ 1 / / / CWDD2 3 1 J I I I �0 L \ \ 1 1 w EC 113 / N 00 on r / D _/ / I. (I ) \ \ \ 1 \ c,w / ( /)) 1 \ , > � - ` _ - \N \ "' / TDD4B / / / \ ��\\\/m I I I \ ' \\ /(/ I 0 6 \ l \ J \ (A 1(\ 1 / " / 1 / / / I- - / 1 I 3 M , I U - ` / I )\ � SCALE 1"=50' \ \ \ 1 m I f \ �r \ - 1 \ M / �, � ��i� 330 , , I / / / r / - - ( / - � / / \ Jt M I\ \ / ( \ \c �I I -0 0 'If / / * / I / 1 I \ \ \ \ \ \ I ' \� \I \\ I ® .2 -0 (13 \ \ 1 \ \ j \ I I U \ 1 \ J _ \ = _ \ \ \ \ 1 / /' ( 1 % " - / / / - jo J - / / / / I 1 1 ) \ \ \ \ I I \1 I- \ I \01 I KNOW WHAT S BELOW. cu _0 I _ _ / / / // /� [ / - 0- ' I r ! I I \ 1 0 50' 100' .m � \ ( ■ \ �l �'�� \E l I 1 ■ I / ■ ) /■ �� / /■ / /I F MATCHLINE C5.5 ,71\ to / \�>l�\ , ) )/ 1 ■ ■ ■ ■ ■ ■ ■ ■ CALL BEFORE YOU DIG. JOB NO. m o 0 1: \ m\ _ N '01 > / - / 1 I 1 \ / \ � 3 / MATCHLINE C5.2 y ' \ \ \ / ► IIII ! ` \; \\\ \III ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 - _ > ) / / / • / 1� / / / I \ 1 1 1 \ I I / \I I / \\\\ \ I `6 c t I I 1 1 \ l I I l I / 1 \ l / - I I 1 . < ) m o M \ � I ( \ \ \ _ _ _ _ t / 1 / I l 7 I l l , l / / I ( 1 , ; /I `I /// - ) / \ / / - / ! 1 I r ' </ ll' -I \'\�I CITY OF SANFORD NCDEQ AND NCDOT STANDARDS a r / ( I \ I I I ,/ III - \ I\ I I > > SHEET NO. m 0 \ \, - - - \ - I / / I / 1 I I I f I I I I / I 1 / / ( , // r, ) _ � ! / r I I / ` I I ( I I Ill -III \ \ ' m -o M / \ - - _ _ _ - \ 1 1 \ �� 1 / ) I I ) ( , , I , I \ \ l I SPECIFICATIONS AND DETAILS ;., \ \ 1 \ 1> \ > I I / I / / I I ) I I I I EC103 I /� / 1D I I ) 1 / l / I I I I 1111 \I I I 1 1 �, w S? \ ) \ ) ` f I I / I / l l I / ( I ; I a b5 ► ( 1 J I ( I! ! - III (\ 1111(v C5,5 E L \\ \\ �— _� i GENERAL EROSION AND SEDIMENT CONTROL NOTES: PRELIMINARY NOT RELEASED `\ `\\ -+- / 1 I FOR CONSTRUCTION \ \\\ \\ // 1. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS. \\\\\\II I I I I/////// \ `\\ / S; 2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB \\\��N �ARO�j `\ \ / / SITE AT ALL TIMES. �� OF ES S/0 f11 `\ `\ BUDDY RODGERS CARTER& \ 'Y '�- MURIELF.CARTER 3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT _ � _ \\ \\ % / MURI LF CARTER / / THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ. = � SEAL =_ DB 426,PG 534 `\ �\f J / / 4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO - 0 5 J / CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO \\\� CURTISDALEKELLYTRUSTEE — \ ,ter-1l` \) .\ 1 P1N:9660-35-9486-00 PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA �� F GINE�� \' / L, /lJ °(t'� 1 D81396,PG / \1 COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO /// \\\ L ritr t o\1\ I z / ` /i Q P`� \` r/ )1 _ \a N\ % -)v \�} ` DIMENSIONS OR GRADES SHOWN INCORRECTLY. ////lll/W Ig1\\\\\\ ( 1 r511))1 �� / \t\, > 0 , / 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE I !)IIJ1(y 1 �" �\1L ( \\` / SUPERVISION OF THE GEOTECHNICAL ENGINEER. D3/Z�ZOZ/{ In1/)11/rn r." i�( ))\lt\ \ (ol(/)I)(/ c >' �\\�Ll/J( \ �`��`(\ ♦ / 6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING / \\°IJr/J Jjrr �f\t \t$\c$a\\\\\\' �\ � / / UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF / /1 ((1 ,��1 I)1> >°i: \\`>0, / �J ` ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE E - � ) r �\ ` ' / z ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED u - /,i 7 \\, \\\ \� APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE. o c Q � ° / r Ift\11 \\\\\\ \1� \ ll -A J 7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF `,° E ~ ~ - �. _ //J/,i<ft� \\�\1�\\L\�\\�\\((�\il l \ / M. 7c N E Q \ / /�^ J I/) <I)-gll)) 1L ti,-��\\\\\t�\ \ / EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS. Lu v E mop � r / J f f � /r r^ \\�1?�^\�11 \ - 8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES = z ' > > .)( / . // / $ � IN- \ / '/' // , ��o �� "a , q l\ \ �1/ \ WEEKLY AND AFTER EVERY RAINFALL EVENT. I- .0 3 ,\ 1 --L " /f i // "fr l / ) \ \° ' 1� \ 9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT I--- Ej � Z Z � �1�` _ `( / , ///r ,/// I /9 \ 1 SEDIMENT RUNOFF. 'I,- Z Lu YJ ra \ 3 J/')t r '\ r/! / ///i r/l /, r i — ✓ Y\° \ \�// rVy � � Q J S ;�� / /^)u Ir `/r //J J//,�j�i f/ 11 t \PJ/r / \ 10. PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE LL o a O IG'/O��\1 �'�� J -/ c /7 "� I fr /'`' /`".`_ n s ro / EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN w N M �--� p p 0Y 1 ` y 1 /'-a -\ -� / //-' ) J 1� J/ /V �/ J° ; . � r^ \ UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE rL = � o. C} Z z Z Li � l t //y� , ^ --,� \ c / )J() l /ro ! ,, ..i/ j�l \ oy° -o DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND � � - U) O O O \ r\ mot. J ti / / I / !/1f l r / ) {- s z W � � U \\� \ 1 ( /, \� _ \ J- ,- - f L) /I1 . f 1 i f 1 ) J -a\ \ DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL Lu rn p 1 l) \ _N� - f/r/ /r > \l(\1 , ! f / If J _/ x (� U Z \\ 1 - � ' J�,/, L r / ( / r $ \ J' / EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN Q -a Q Z p p O 1$II l a(lr \ ` \ - ,X10/s/)'J (�JII c rJ 1 r 1 1 111>`1 \ 1 //) Arp � � ra '` O � - co / �( \\ \ I �, _ J J - --�_N ( /I1(\s \ t 1 I I I ( J (�� ( f /�� UPLAND AREA. 0 � _q cn co � O T, I SJ ) r J1% f�r rj t \\ \ �� t l l\\\ 11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE Ln Ln , Z Z � L 1(y( ` ° tt / \ SHERRYLOUCARTER STRUCTURE. _ � > O O w ��`f 7�l I "? / ( ) I I \)\\ )( 1 \ 1 \ \l \ PIN.9660-44-3899-00 H .L \O �Lu () U [1 //' /r c / I) 111 - f /' / / / l 1 \ N. /\t \\ DB 1650,PG 14 z 12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM � o p W FIGBROADWELLLLC ,1 ((\ ) T/ /�/ r / )°� � \>\ \�\\ \ ) p PIN:9660-36-8707-00 / ) 1 i ° ! r \ \ 1 ` ` n REQUIREMENTS. o °o p DB 1615,PG 132 �Y / 1�'>!� �/r /l/ / /f//�% G" r\ \ t \\ \ \ \ ) \\ \ \ - \ \\ - ,q o; U o } )/ram( \r! / J` <///ll S/ 1` �a f >> l \\\ \ \ / A v 13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, T' O O Z "\\\11)t)�I(11�//(/ ( / (/�f/lf�lt\l� '\ 1 J ( c ` \\ ),\ t\ \\� � !^ \ \ \\ � -m ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY. `r' _j z z � - •L �l l() !j tl 1111 1/,j/ -f > 1 )tiI t-,` \ �(� \ t / P 5- \ �\ \`'\'�` -- \ t\�� i/ ` I 11. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND f ( I(�, I*' S)0J&1)� ( ( )� \ l �\ r 1 ) Z \\\ z \;\\,"\\ `f ti ,t}J { SEDIMENTATION CONTROL MEASURES AND COMPLETE THE SELF-INSPECTION FORM � p /J \, ^1J/ )S(\\ (I01<*",AA/�) ( J1l `\ \ �` \�\ > !t 1 I \ \ \0 1 \ \ , \ ( ( IC co z i \\ 17 I)! 1 \ L \ �) 1 r J / / ( 1 \ \ o\ \ ✓ v t,�' I(\ Q FOUND ON THE NCDEQ WEBSITE. TWELVE MONTHS OF COMPLETE INSPECTION FORMS W N /r < t\v /l l >�)j11f y .� \\ y 1 I 1 t c \ \� \ \(,�,r1 J V" hEs �(( !(\tih/>r LJ ~1 ) I/ > r1 / I f 4 % \ �/ \ \ \ rI /1` °e �11`\ \ '� SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS uj ! L I 1) �)/� 1}1 !{i \ �^ 1 \>\ )tIt )) , Il \ \ \ l '-` \ \ 1 _ N or f)) (\ �\� \ � \ c�° \ / �S ! l \ J \\� \ a s W J!` \` \ RECOMMENDED A COPY BE KEPT IN A PERMITS BOX. r\ ° �J��I��IZfl�twit �1\ `1 �\�\1 i'1)\/ \1 I� J 1\ \ � ° � ` \\ ��T> � � — r 1/ rr � \ 1 \ M N ! C( � I \ \-� N f), \ \ \ 12. EROSION AND SEDIMENT CONTROL(E&SC) PERMIT AND CERTIFICATE OF COVERAGE O O / o° ( I t I ' °( r r> 111( I1/IJ(III > L \ \ 1,f Jf I C+ (ll r ° L \ \ \ \\ zc16.1 11'� t( S 1\ \1\\1 / r q I !1 t i ) l ) 1) \ \ 2 1 \ \• 1 4 I(> j\ ' , � (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR.A COPY = Z l ..\ / / S/ ) I L I rl(1lI111111111}1111/// )al ) ( ^( ()� /( 1 °IIl (( \ of \ 1 \ \ l> ) l 1 \ / / / ( ( 1 y ' j ( \ � 1 l I I U \ ) ) ) I,\\\ \ r OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON =O > 15 f 1 1 1 1 I f°,1 1()Itl (Illt 111�11 r \ 11 1( ��) )�I 1 L'\\ \- 1 � ) 1 ))( ) c) � ° °\ \� Lu J /// / I )1 \ I( I• ` \ °\I Il \ \� ` \ 1 ° p \ 1�`,�, $ -1 SITE, PREFERABLE IN A PERMITS BOX,AND ACCESSIBLE DURING INSPECTION. � � I / 11 I ) glut Ivmm\\�\n - - (�1 \1\ r (lr) t., \ , \ I /I ) ) l \ ;' )\'1 )// (, / ! 1 / I ( ( r If°)11111t111111111\1 I ti \ \ iJAr ( I(sl\ \ -` + , / / r ) y � > \ \t \ ,. '(t f JII (11�1J11/ 1111 ! / / t r\•�I(J) Il/llf/>!/))1\�- �\ \t`I(\1\lll�`1 ) \\ f \� �` , / / )f / I � \ J( tI( n / � 1 ' (1\ 5 ■ 7 o N N N � ) /I 1 J ) ( 11 l l $) lf)f(�rl!/)�i 1\t \t1)i\t) \\/ �_ — ? /� / I \l y f )( / \ PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE: > W CD N N 1 ► r )> \\, I () f1 w N N N /� ,� I/I lI i ► r I \ \ \ 1 Il 11/1IIrII �>a l I 11\11�1\ \ �`� <\- \tip `r/ ° > t 1( 1 C1 ♦ ` \ r-, ) -� 1 fI I ) I I I ) I 1 )1( I o t\\\ \ir , ( I ^ \ \ /s e , 1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED = Q \ J C 1 f/ / ) I I I ( I I 1 tt 1! )• t >\\1 `\ � `� \ \ 1 ✓ ro\ \ 1 ( " / /r / 1 J 1 / /) I l 1 3 / f \ ) 1 ((I) (1 U)(1 \ L \\\ �\ / \ \ 1 ° >\11 )J r � I \ AND ASSOCIATED WITH PHASE 2 EROSION CONTROL. U p PROPERTY LINE //i/� //J// I, )I J ) ) J I \ ( \ l I( )1 ( (N)I I `/v\ ll`\\� �~ I \ \1 r� i )II(°J11 I) \� 1 1 ) 2. CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A z - 0 0 / //! //S )�/ // J I 4 \1 I w) 1 \ \\ . _=1 I }r. ) / c ) , �� w''� I \ \ // / / // / / J /l / ) 1 \ 1 i l \ ) (1,illrlll►1 \\ 1� L \ \\\ jI i b ✓r) �> r O // J �// I ( n ° \\ ly } `• < 4 ` 1 I 1 1/ 111()\�tr�\ \\ err �c \ f PERMITTED SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL SHALL BE Uy DATE t //r/ /rr �/J / / /L/ 4 I \ 1 \ \v I`11 I1t 11it �W�r \ \ _-, \1 \ �1 \ 1(•!) r1\\ t\) �I r \� �lC�( HA L CARTER BOLLARD \ / ?j ) BROUGHT INTO THE SITE AND EVENLY SPREAD OUT THROUGH THE SITE AS SHOWN � / / / /! \ f )1 I 1 �- \ \ ^I1 I o \ \\� \. \\ 'J ( \ ) tll )( �\ / / z�- I( / ),r //// r / /�G l ( ) \ \ 1 ll )\11IIllI / <` L \ Z- J �)I )< II '*�+� .Y / , / I A ) W WWW LY \ =-^ Ill\t \\ \\ J ( Il II ,ate J f i ' ' /N:9660-44-4258-00 , 1 / I IN LIFTS OF NO MORE THAT 1.0'AT A TIME. FILL SHALL BE ROLL COMPACTED BY A / / >/ l/// ///!/ / ! J` 1 � 1 I l 1< < \I)1 s))it \� S"w \\\ ` / o +Y!N�'Klfilf"M t 1 1�\ i )I 12/15/2023 fit, \i41 „)) \ �� ,\1 r B 1445, PG 747 DOZER OR EQUIVALENT AS IT IS PLACED. ° ° �t/ //// �///�f % / ( ! I (� J 14`\\�5,\�\L\ �W�� \\\\1 it `c `\, \'f1�a �� (��I ��%N��,�� k m oo / ( ! , ! / ICa (/ ( \1 /v�v r-^\\ 111 (( ttl \ \ \\�\ 11 (rJ •fit°1))J C)f(Il)0\\\ \��\ J N/NG:RR& L/ t' , J I 3. INSTALL SITE IMPROVEMENTS, STORMWATER CULVERTS, UTILITY SERVICES, AND } DRAWN BY o l 1 f //// /1 r 1 \1 ( . \ 1 1 ) �' %, 1-ql \ \\\\\ �J v\ �•\� -1 \ ! ( ) / \ ) 'I / M. , I) DRIVES AS SHOWN ON THE APPROVED PLANS.ALL OPEN TRENCHES FOR UTILITY / / ! 1 _ � \ �,\ 1) \t \\\ \\\\\\\ / v \\ \_-tl \11\\\\tl\\�.�� \11 t 1 \ \ J 1SIf )) I l 1 ° /c / 1 ( f 1 J1 I J 1 ( \. _ \� \ \ .\° l )�) \�\\`\\\\\\ ) \\ L ( ( ( 1i 1 Ohl \ �>\ \; z j ° � N\\ �\\ .�,t ,l) \ - - o >1 f(1 1 (1 ltl , ' AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY 332 I l �! (I 1 °C - - \ - \\ ) > \lll 1yi)\ \\\\)$1!! W W �J \ \\\ \\\ ,�` \ > r {° ( )!ll ((I 11 f ) \ f ° L � )t1 \ I II1I \ l _ \ \ 1 l ` \\\ \�� v �Q °� �- \\\ \� \ __ l � � v��f\ lI \\1 \ a '/ 1 1 0 ✓ 1\1 \ \ l 111\ \\ \` ; \\ 1 I , \°^\I tI' )lI(Ililt 11 � �\` \ tl`W v \\1l )\\\ - l) J)�I\L\I- \ �f^ f 51.,(�1}1t1)N1Ij(11 \�llq � - \ ,_�\\ I = PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION. t ,gyp lq\ \> r _) J �( �' \ �/ " ` f ,z 4. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR ' \ \\ \\ \ \ � -, 1 \ , \� f � 1\ SS) ) I )k- �\\\ \\\ tiZ \\ S c) 1 ) ) �( \>; o� \ / r \\ \\\ J' '% I ° °- \ \ \ \ \\\ \~� , \ t ) ) I \ a I I l I1� 1\\�\ ��\�< �W� \ \11l\\ \\1)'1)il�/)\ \ ` °\`�� Y J/�Jl��,1+\•( 1$)))1?711)1� °`\>\\\ ) � ^ 11 r -/ v y j\\ , 1 \ _ . \ice DESIGNED BY o / \ tl\ \\ \\ � - 1 \)) ) / �^/ \\t 1-1 \ �� \\ \\\ \ \ \S� \>11l Il 1\ - -- r / ) t \\�\II�(11t I \\�) ') 4 / ,�,r /� S (� INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO o \ \ ` �/ /� /t i � 1 t it\\�`;�\ �� \\ W \.1c.i, r)l t / / I 1 ) lla �)II �� ..r- >] > \ r " ) �S ! • ° ^ o ) !\\ )\\ \ \ \\\ \_ ) / r ) / 1 tiL l) ` -- \\\ ��\��\ \ w' \ Q \ \\ l \ f- -I' / f I �l l , �, �i 1 /( ;) _ PREVENT ACCELERATED EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE 332 ° J^ ( _ � / �( ) \ \ ,\\`>/ // /�1 / 1�I o \ 1)\ �� \�:~\�i�\�\��, � a\\l )( 1\\ \ f /. � .. -^N/ � I / 111\\Ih)\(IN ti,)1 � 1 / r r _ • o > U �\\. >) L\ \C \ / / /r t / / / Z \ ) `\ ;��\\ ,o \ \\\\ l \ ( L \JI lr �_..� - _ � \� NON-COMPLIANCE ISSUES.ALL MEASURES MUST BE INSTALLED PER PLAN DETAIL. O O O o \ J! I .I/) ,- / 1//rf ))fr / / /� / J //� / _ -) L ) -Z tt\ ,, \\> \1\\Z\\\\ 0 �� l� l\\ . \p� _� /r > 1�,��T1 �1��`�1fIJ a F _ 1 /I �1 r , / / �\ ��\ �\ `� \ �� \ , ( ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE • CHECKED BY 1 �, \ \ \ \ \ _ 1 a _ 0 ) T \ ( I ( r/I / / // // r„ �•r ri / / //—z' r / l \ \ ` �� ' \ \ \\ , , \\\\ -, \ t ) \ _--�� ONLY. R. BAKER 1 } / / / / // 1 \ \ 1\ z \\ \ \\\ \ / , \ ) 5. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: 0 0 O /,� / J ° I \1 I I !/r //// /¢\ j // // ��r / / / -\ / N. \ \ \\ (�\ \\\ \t \ �1\ -�� - - - _ - --�r.�� , / t ti J�O�` \ I, 1 1\ • FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE o \o ) ) I �//, •[// ///////J/ r / / o �3, \ \ \ \`\\\ ( l11 `�- /r 'S' / 9 ( ` 1 l' \ ` / TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR • SCALE - ! / ( 1 1 / / J // /r // / / /� . -� �\ \ \ l 1\ \ 1L` „ ♦ tw r.,. 3•'" 1 o"/r f 1\e 1� ) J J ) ) o / � f ! // / // / // / // ��- / / a //.� \ \11 )\��11 )) ) \ 11 j�i � _' OSI� 1 .� / ) o / l � e � $\ \1\> ( / I I � _ �\ ` 1 / / / \ )) 11) / \�\_ y t \r of �r / A PERIOD OF FOURTEEN 14 DAYS. SLOPES GREATER THAN 3:1 REQUIRE ° i , / r �s�� Lam/ l(/ / I1f111�//// / 1 / // / t i / / 1 i 1e I (11 JI 1 1)t l < J - III\ , Y - /r � L l /\ AS NOTED l� z 'N ' ! Ju J �,a',e �7 C\ ) 1 )) lr f< 1 1 X� 7 �, \ v \ �l� f(\ �1 1 5 1 1(11 I I 1 �f� ,\ L \ t (� \ - // / ( / // / r / , /01 wit o \ 1�) l) ) //< •��"� \ C)\ .\ -r S\/I \ g 1 l -,\ � GROUND COVER IN 7 DAYS. • / (/I / 1 /I ♦ ( w f / / _o° i' ti, ) I c it 1 ( (r! \(t C J s IIIII`Fv�- \„ 1 ti ° `Nr \ > () J5I \ � \� • ° \� \t• ) - ` / / / / 1 ? / / ✓ ,��<( ° ° \ \ I /I/ 4( t I`` L \ )14 \( \/ $ e\b �Z/% \°t ` S > 3 / \� I ` �v\ I • PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY 0 ) \ \\ \ - / l / ( / / / (1 r I l I)1 J I/�( I / / r ( I I f ( 1 �> � \\1\1 �/ �C \ . ;, �� rq l v l \ Ii L\\ - I I / I t l I/ \ \ I f J o� • / a \ °) l r. l .l I1 I \\ \ \ ° �rj 11 ri e A \1\ I \\\ t\� \\ y / ) / // ! I I / 1 l ( \ \ \ \� 1 ° o o ( r / I I ray��7)4) // /I/JI J ) / \\ �\ \ c / r / v \ ) ! >J f l ) L., • f9 I PORTION OF THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY o \\ ° / ! 1\ ) \ Q �o 1 y• 111 T 1 JIl / /1 r/ J 1� 1 !((1l\ 1 �\ \ � o� 1\ > V AQ \\ / \\\ ) r< ( ` \\\�( \\ \> \ / / l /1/ ( ) 1 1 \ I 1 l(r\� -(\ \\ \\ a� -^ ) rt ° o ) T , Ire( SS j�/J"'f aI- �! J r�rl,_ C� ` \ > \ V + , l/' )( > / J tii II �jj o ) / IS NOT BEING UNDERTAKEN WITHIN FOURTEEN 14 CALENDAR DAYS OF o l ° Z ti \ l ( \ 5 / ( l\l I 1 \` Il I1 \ \ \ \ \\\ ,� \\ ^� of (r /( ! ( ! %r 1, ,/") ^ �\\ Illll\0\ \ , \� �� °v`\, /tf/1�/(`/, 1 \Y,1111 1) , /V fjr S ) , ll) (r // -\ ( ) o ,�_ ` ° 1��\, \\ \ ( / i t \ \\l \ r 1 1 ( l'1 r \ T \ \\ \\J \ r ti °- °10 } 51 )� l)/(1)/ k /f {L y�-_ i /I (\\� \ \ \\\ \\tR r /!/! r 15 ) ' \e \\\\ \✓/ r / L1 (f l 1C \ Ir TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. \ -,\\ \\\ \ \ �� \ J l \ \ \ \ \ \ `"�� 1 � 7 1 )\ I /'j, �_ �\ QUINTONKELLYTHOMAS �II 1 r )J\ \ .✓v t IJ , ( I 1 \ \ \ , ,° 1 r) C\ 1 '^ \ \� \ ti( 1 ��5 i ti\-� 1 I ) I . ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN o l \ _- , \ \ t 1\\\\ l t l \ 1 \ \ \\ I \ ( . ` \`l= \\ \\ , / 1 /1 \ `- `L\\)\l �J , 1 cl \\�\ \ \ \ \ \ t '\ \ L° o\/>' 4°' "° 1 •,)1't\\ 1 l.�\= �— -� \ i\\l PIN:9660-42-2929-00 \ i \\ v 1 j o ___; � 1 , (/j ^°\t )0� ) 1 I \,\ \ `\\ l \ ( t \11 ) I 1 \ \ \ \ \ \ \\�•^ c° 7 ) C, L \ \ l _S \ I(S I "\ \\ ° o J M° 1 if` � \ >> \\1 �� (\ \ ~ $ I ) I ( \ \ (i 2°� \ ° `� 2\� .\ �_ ��1 i\1\ DB 19-E, PG 335 1�,\"\ \\ ° ) \� -�` \\\T> �1�� ltl 1!1� It I)J I • I ° EROSION WITHIN FOURTEEN (14)CALENDAR DAYS FOLLOWING COMPLETION p o _ \ 1 _ • O \ 1 _ � ` r I \ -�L \ OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL C ° o ^ c \ \ \ \°p ° \� �"` il\ `^1_ \ _�^l� /r S INSPECTION. �\ t�52,(1�`\ \1�� `� Ill II \ \�\` �\��\ \�� \C• �� Ro� ��1 (\,� � .� \ \\ r, tL � � ti .z tr? r \ �o < 1 t r \ »\ \ \ \ \ \ t� \ ZONING:RA , - ova /° / `c(,O\ -2 a\r / 4 11\1 \ i I1 11I 1 \ \ _ \ \ r1 o °C) c �" 1 \\\ \L J�� L1r\ �, ' /r'J!` \ V \ `��1�L_ ( tf-�\"� . f tM�� \` ti• (( \ \ I I 1 \ t\ \ \ \-, • �\ �� ° " \ c l _ - 8. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY / \ o) zt %'LOT 01 •\ \ ),\ \ \ J I1 \\ \ \ 10 °�C ��' \°0 ° '� \a1� .^ .� ) -.��\ \ i$ o / o / C.�-_ /� p (c \\, �> ) 1 I I I I I 1\ �- ` "srL ,\ Ja n �ti t v^ \ c �\ \ / i \( \_ / ✓ Jrr,- j/� ) J/�'^ EROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT 1 / \ \ �\ \r 1 \ \ \ \ \\ z,.)o 11, o� �� \ \ 'Aj o> J Al f //ry o o p .� \ ) � o• \ 1( /I I \ t 1 r \ ) \\ �i \ l 0Oe / //� ^/� c ° >j°`� r -\ )J) t 1-4•P 61AIC` °\ \ 1 \\`\1 r \ \\\ I I I I I I ' \ l 1 \ ` `�\v. e o)<t ) 1!j �` > , - I -/C !` f J r\ \�``(fJi(�(1>S/-;f) r THE EROSION CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS. n Cio� c \ ) 1 0 \01 \\ t`-,--N\\ \\ \ \I`\(I\l1 \1 \� /� - `��' L \r 11°C' -�\ �` -- - / �I r \ ff( ) ` \ 1 / . \ \ \ ) , n� o .- ° i \ \it 9. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING J , ( > .� \\\l \ \ \ , S.r /`!�o \\ �tti 1� `Jt�__ , r >��''�� \\ -a `\ QUINTONKELLYTHOMAS MARIESTILLWELL& r� ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE .N/)� — // �) \- ^ ' l l °\ ~°1 ° - \> \\\~ < \\\ \ \\ `� 4 \ \ P/N.'9660-42-2929-00 JACQUAL/NE 8.ST/LLWELL/ \J� r\ \ 7° \ l 7 / r J,_ \\\\ \ \\\ L . !,) I)( '. 01 \n >\ r` , \ A \ ' CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE0 {\`( ✓O l LYSj /�o= \ 1 ` ^ > r r1t S 1\`\\\\\\ �k Il l` , a. 1 X _,, _ j' \ O \ DB 11-E,PG 335 P/N.'9660-53-4332-00 ; v y j Sri 1 ) // e �, , _ \ \ ZONING:RA D81440,PG675 , REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS. N 0 'ql ( ( � r / i i i G - l J v�o n ��7 -� '' J` 7 - \\ , `\ ZONING.RR J - �1 i t� ( / I / �Y �' ��<ti'• �N - \ N \ \ 10. ONCE GRADING IS COMPLETE,ALL UTILITIES, AND ALL STORM SYSTEMS ARE GJJIrrJ° � � r \ Q° °��/ ° > ) I( t! 1\ 11 ) III ) e )o ` �v�^ ^r ` �\ ` �o \ m r / ° < o� \l r /l> r 1 1� t , _ L i -� \ w \ 1 INSTALLED AND THE SITE IS COMPLETELY STABILIZED PER THE NPDES PLAN AND Lu U / L l\ I JII I L / ', 'f- � ' J �_ ` ABOVE, SEDIMENT BASINS MAY BE REMOVED. m _7 of ��l 1( r / � U � ( J��r�� )W,� l�ll ''1°1I 1 ) (.7 � \ ^r �e \ `?~0..)^,�,_'n. � `\ � `\ ( ) � • L / N 4I < ', , \ ; r r( Jl 1 1 . ) 1 ) f r I\ t \ )� \ �.t >i\ �( �� \ `\ 1 10.1. SEDIMENT BASIN REMOVAL SEQUENCE N 3 \/)b/, r` f ,I,\\ - 'r,.1 !r L )' 1' I 1 \ ) '\ / ll 0 / \\ \ 10.1.1. SCHEDULE A SITE MEETING WITH ENVIRONMENTAL ENGINEER/ o 4 ) (51t �� o �� °1lr ,rr - ,, &\l��\Z\\\\ \1�� \� ^° ` - ``_-_z-, ! - \ \ CONSULTANT TO DETERMINE IF BASIN CAN BE REMOVED. INSTALL SILT - _ a �° \1�\' \ ,°� \� \�\\ \`\ \ \ \() a'7 \ \ r = / \` `\ FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS � < a 0- \ \\\ �� - \�\ \\\t`\\ l \I , J v ✓ r i.. — ^— ` \ \ T__1 O_ >. �� °a r > f 1( l fir\ , ;\\ \\ \•` \I, \ (`,Il r��r \: r ° ^li V-• / \ \\ NEEDED PRIOR TO REMOVAL OF THE BASIN. I'll \ \> I\ 1 I �` -^ " =' 1_ \\ `\ 10.1.2. DEWATER BASIN USING A SILT BAG; SEE SEDIMENT DEWATERING BASIN z o / `-� \( t \, \�\\ \�\ -\ `\\ )`\ ^\ 1� o�.,.L,`:I �r y I \ U J \ \ — _ ' - \emu - ` SILT BAG DETAIL. _/ In /^ '� lam\ r\ y , r ti L ° 5 \ \ \,.\ ' �,0 \ ( �``' �`-�- _ �� \ \ 10.1.3. REMOVE BASIN AND ASSOCIATED TEMPORARY DIVERSION DITCHES. FINE z J /J(. 9 \\\\° G \\\\c� f \Z 't \\\ I- �-,rLy�-S� \ �� _ �// >o� / \\\\ vY \o \ \\� 4-\� t \ ��, �' - T'0 /�o \"�i �r J✓= = =� \\ `\ GRADE AREA IN PREPARATION FOR SEEDING. O J �_ ° ` \ _ t ( 7, _ _ r r _ % \ \ 10.1.4. PERFORM SEEDBED PREPARATION, SEED, MULCH, AND ASPHALT TACK 0 J I(�b 1/ ^^1( l\ . \ \ -fir l 6 \ �L, ~�'�� e S ( JC`) t Il \ \ ~, /LK - ��//� �'`\tom. ,2 � \ ANY RESULTING BARE AREAS IMMEDIATELY. w 1�1 /!\� l 1/5'� l ) o W\ Z �� r° o ��>"-'L�`?� 1�� Z��l�� _ ^r `��✓�r^- - ��`� - J/ �`/ 10.1.5. WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/ (n U� U O u rp ,,��\ `' C ) 5 \ \ \ ° \C��c, a r )\- °.c \� `1\11l lO ` ` -' o / // - \. -/ ( ° J/ n ( ii 0 �\o \�, «- \*�\ �L° 1 / ��:z /1)I t `� „�, /�/,/ %.�= \^ �� -� / 0 CONSULTANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY �/ T f �ti >1�1��t'\ \ \ \� \\� \ '� alJ\ \ \ ^ '\cc� -) / I 1 1 I Ill\L \\�� \ _ .� �`7�. ^/�%, t `�Z-' z = L.L m r!r /�^ \1j > �\q `�-^ \ y \ \ \��/ o ti \_ 1 1) )(�/ y-�-}•\ \\\\" _z %/i'%' /% 1j, °` - " ��\� f EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE w �\ ISSUED A CERTIFICATION OF COMPLETION. U �' tl\, \ �- \ \ \• \� \ °ao�J \ .i t / o��X`F\ 1 �- --•�(i r% -: ,< - r a/ I Q 1( r / \C \ v \ l S\ \ �Tt ( \ \�\\\~ \ r . / ! / rr -� ti ° )C�- , _ \�Jt2,, ,,L ° r v o\ \o ` > I \ n /i �i r r f - 1 \ \ Q z _ J ) _1 \t.\)e -•� \ \ \ 1 \ (IO, \ 1 ) �f \ �� \ - - r_ � / �/ \ 11. AFTER BASINS ARE REMOVED, ENSURE RIPRAP PADS AND GRADES AT THE PIPE H z \> 1\ to^ v `� \ \`- 1. ✓ �/ / / ( ( ?\ `::_ �� 0 \ \ ° W \ ^�\ //l° ° \<`�'� =`. \ °\ 1 - - %/ /�C / `' z N. `\� OUTLETS ARE ADJUSTED TO FINISHED GRADE. J ~ z Q 0) } 1 J)1f�:�\��.\��r^ 1\�l1 I\) i \ Wpw * \,rA r� \� Jr\ 0\ I, _/ �� `\�\�` �� Jif f/�%i o`°\'/ � \ ��.C�t- i o I) 1),ty, .W�, �,� \1\ (1(ll 1 ow°v �e- �2< T J \ - \ v � r �\ \ \�= Jr � \/ �\ 12. AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL Q � U � r \ Z _N ( 111 f a/ 1 w l� 1 !S \ ;•f / ✓��l\�\� \\ Lit / j r f "1 J/i,C > \�rrT\V ls1 )//)1`f }r 1 ) , *..IV \ ar \ ^ r J , J v r i INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE EROSION CONTROL z W -0 r ( ) ,\ n \ r, ! `I a �i ( y w ) ( J ) o \. _ l r / -a /' - \1 )(Il l \ ~� \ ^ rq !//lll( 1 t \ > \ \\ > v.k ( 1 e l 'P ° _ r�, " 1\\\\\ \`\�` .� � / / r'r L^�\L ` T Z z d ` /\ r \t( 1/ �\ / -, ( I .. -1 1 > s, (n r- \ 1L\1 \-` J .7 r / INSPECTORS FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF i--i 2 ,\5m\$111 \ , \ r )J/�I I/JI� ) c \ v\ $ \ \ 0`� - ) ✓ , J. i o . O a \l 1 \ ),��/ o�X C \\\ !°1 °o a ^ t )` l ' / 1 \/a CARSON COOPER WINSTEAD 13. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO O L.L U ° cD 11L11$>S\<`\ L \ l( IjrjU�f(✓ ! �Ia�/ /" ^} ? ��0v `v° \\1\��I l 1 / /o �\ 19�.) \L�)L��1>r'\\ '�c J f / ' f"f ate° cn ))\\> l(\f 1( r 1 y a ° z i - -;. -I \ (! \ L ✓ v r r �S P/N:9660-41-1100-00 CLOSE OUT THE E&SC PLAN. AFTER NCDEQ INFORMS THE PERMITTEE OF THE � o N (D 1):A / tyr ° w .v ° \- C� .W W- / r - I- I( \ I— r J_ � Lu a) o // \ l .+ � W ( a 1, - -\ / �/ PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT N 1 f( tl ^ ( • y j \ /8 71 AND / `' r \ -\ ^ / // - /`- DB 1359, PG 71 Q U W 2i ``��) 1��}f "��1J�)l , l /s�i \ ) > w a ri w�J "Y' y u `�� \ _l\ r'/ _ DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION E-NOT J o o \\ J ( /w t< , '\ �� \\° ° (° ) O \I^ 2 a / / r ° ZONING:RA ( ) (� _�,It 1\��\\1a)tfsaSs is ))) I�''\\ ?r/ '� � � / a^ ^ \\ '^"`` // �` /y A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS ',~ r_ \\tr�l\1(1(t))"11I m �l/ I\)�l o \ 1 '' s d d �° IESXllS1TlI1Y� ` `V ^ � / ✓� BEEN FILLED OUT \ ) I I r I((cl4(( 71 I J)r I 1 \ \ \ \ \\• l � 0�1(�0'Y� 1 -_ ,� j 1 / -° I+II 1111 ,\\1N\1\l(11� /t)11J0 II f I%\ti \`R •� / \ " 1 " \)r `n /! _ LLI � N o11�ft((Il(tq)ll)IlL\�111�11)(�(f (�411(l7 > \°\ \\ \ v w ��>L�. J r / _(Q J ° �FL\Q�� ll�' r / 0- 1Ij1'i,j1) 111)I()1 (1/r((1)) ))(I l\ ~`-\ o l l ct \ > w w \ ~�)'r, °° ,P�4//NV/A STREAMS _' _/ � J t 1. < . c m (�I)((1l\I)I(1111`��(�\\�p)J;11?�'Ifl(\`�Il( L' o\�ti -" v > �°vW ��,� °�' o,% `¢�/� \moo\ L3 Ili Ily 1 11\-\ \ f "�* w w w`w * w 1 \�, /1"l f,�-f- <T�� Vtf�I r Oa 1y\t\NI`ti,\t\11,\ \\k llll p\lltt 1 T '�i> i r J ✓ yS��arW vW vW v �� \ \ \t o °- 1 r 1 , \ °/ s r z cn Q (D E_ _ �J 1)I1111 �l)))I I�\> \1\�xt11\j\\L l�^ \q\t c r r w v a. i, w .�• � — \�1 \ �1 `� �',°. / o �/ \o � \ °J a y 50' REAR SETBACK 11 O 3 Z N ° ° ° ° ° LIMITS OF DISTURBANCE = 29.0 ACRES Lu ! T/1 ( ll 1/II{1\ll lll(1t1)11 ! ^> �/ v v l L\� \s I / / . / ��1 0 0 0 0 0 0 0 0 - o (o '� ////J} Jl )\ /jr:,,,1.tf� �I ` ) ° W •Y O t \y , , ° a r Dr/ ° > ~ , O �� \�� //�- 7!./� ^� /o V D 1''��, 1 \ Q7 t ` ✓;e°o/� ° 0 00 0 0 ° ° ° ow. �I/l I'�t'I J r/�!/�aH i^ ! _< .> o \1 x \• 1 �t r ° 0 0 0 0 0 1//J/rol\t 1111111 �/ lI rJl //1 c a 1 ° D ` `\t �\ �-��(�� o 0 0 0 0 ° 0 o r .. Gl%r �/r II 1\t 1 ( \ r (J (1�1 cal'' o kJ ° -2X9 /P�F_%- IN E I S � _ ) 1p\^ /r c „ / 0 0 0 0 O U �� /IJ>7�f11\+lilt (loll\7f I )(///// //,/ ° °•�C TFy6�If�1L� `°� AM tom° °, > ��y\�` 4 '/\� a / 0° ° ° ° °o o ° ° 0 0 0 0 0 0 0 0 N-1�r r ) \t)I IIh mt 1l\ ,�jp ,� J ° o a k o o S u \ , - o '/ o °O o 0 0 0° °° 0 0 ° 0 0 '§ o �V\�;Jr/ 111 ti\)l1\l lr \\ ° o' r°c ' °°p • Ji° / `� Jr 0 0 ° 0 0 ° o °0 0 0 ° Q 3 I ° o ri \ rlhh�)1�\ 1 \ ) \�lt\� • °°. ` ',° E °c\ w 1 /' -�� ° o o ° 0 ° ° ° ° 0 N m L . 1\ \\ r') 11 llt\\1 a 1 \\ do c , a n { / ° o 19. M _ \ )\\ 1\�t \\ -� e o . Sl G -� J //C ) ti ° ° a L. `' ° o O � \\ \\ - r ) 11 11)11)11-Ir \1 ° „\\\ \\Q\ \ •o ° o - �' o\\r c>l � ) o rJ ❑ l 1� I ll I / 1.✓=_- - \ / o < r(1 '\i' Q, -+ \} o ° �/ ° cr) X � O \ ( ) \ \ r \1 j11111I i�\ 2 �\ �4o -��,\C( \ \ P' \ \ r3 0 00 0 0 \ \ I11 ,�� Jr - 7>a J \ 1 ° J ( O p t v " �\ � ° II' ttlUl )�r�/l -t. X\y\� / ? �J�� - � , f �li \ ,^3 o Q 2 \ I Il/ r///) j/j �� \ oe . \ c9 \ 1 \ 11//)rr i/ r�- �\\\\\� \ \\ �\\ ( r,l _ ( o `m o j)`c \L � fl/al //ri ��1`\ \\\\\l\ � \ ��\ /~ ) °` - • 1r 1 ll ! \ ° a 1 c rd � ° l /II (`i ,/1 ///� \\\\\\\ ltllt \�1\, C. �o°- ° o^e l l 1 n° )\ g""'i° ° o E ° 0 j_\ \ \ ( III)Ll� I///%�/J i r \ > \\\\l �j\L \\K� _ o)• \ 1) u) • C o E cm -° , II 5- < /(r//f J r N^,\\\\\\ \L\\\\ �`\o, - \l - -0\ \ c 1/ 1rc\ o .��'_;, � ) o , ° c __" \ I \ lc)<� J(1 f �, rr� -, > \\\\�\\\ `� \,\� f n ! \ 1 r ° �o r ti\ -Si-� �\\\\ 1 1 \ \1( 1J)7)If f% �\\��\\\N-:\\",Q \�� \ 1 ° r _�.� — --� ✓ ��1� ( ° o \1T1 s , �\0\\\0\\ '� _ \°1 1 c .^\ - �, o \• i 0 SCALE 1"=200' ° ,� '- �L;:�a � ! \r ° ) KNOW WHAT S BELOW. ., \'o j`�\� \ �`II�I f/ 1 1\� \\ �\I �� . _� v \`f\ ` '.; , �r° r �\\�\\ �l �e 1J� ) ! o CALL 811 BEFORE YOU DIG. 0 200' 400' m 72 It \s �I)(I►9�r�rfs°rl � �\\� -, , \\\ L _ • y( � q =, =v,\ \t ,(,''>>)(� � r o l\ 14 ( r c \ \� \` -��\-� // �� \� / s/r� �,�.,;I-,].._.ti"�� J`• p r �\\ Ill- \� \ l f �^ /L C O O (111\��\ ( t(,, I ) !rJ/// - -, ,,N, _\��\ t/, f�!/yam- _ \ 17 I \1 •1�1 ( o - I,< ( 1 \\ )1 / l I'l \ \ z \� \11 �� Z �ti•-s i >I \) JOB NO. m " ll l l \ U N J "J?\ yl\\ln)s//�ff f 11S/�!/ �ti\\`,�\\r,\\\\\\lll 0t, /F r jig o\�\ ��\ ,C s� ti t J� \ i��\11 rf_t)l \\\\1)` \tir o _ } 4 ° 41 353. �1 L o �Y r- s�/ � \ II ! 1 �\` . \L>1t � 1( Ip/ �� i/ r b J /^ % ^1�11 �'/� \�Il `� J \ mrn f r ) f a. I►r �11 ,,I \\ _�_��\\�\1 1 r _...- \ ( -,,\, \, , ( o ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL ' .- ti c-r ) 11 b)Sr r (111 Jl /r /rr�j �\\\ � 1\\ \ d , ))( c��\ 11J1 //�t1 \ \ /1/ / - �W } ° / 7 \\> jj)1111 /f r `>\ \\ (1(I )) / /III p/!� /rr /t^\ ��\�\>`\l1\N\\ ( lir�\ems. \ j/Q/J!� ) \ ) 1 ,� ` \\\\\, - 11 / ' \t tiW Il - l/ I/( �(I%T)�IJJfI/r/ /a r\ \ \\t1 )1 1J �j/911��p)1( �f✓ %�ii j%/mot�\\��\\\a\\�\ J' %J �� - ^� =�4 j 9//// J\�,�. �/j`((\l,l(/i�(S l ti mall�tc�\\llllil'�Si `\ t / �)j o > > SHEET NO. -° o / 1�1 / ` " ° CITY OF SANFORD NCDEQ AND NCDOT STANDARDS m ° l�� ) � / \� )$ri1) I1)�il/ //// �'J4 /� / \\\\\�1 �1 I f \/ �= > %J jli/,I ��/ \\ lllt .//�1S\(t \\\.)I / ' / / , _x I lc r ) // J fi o1 1 // <( / /Ir //i �\\ \ \> 1\ (WI�11 1`� ` /i - 11 N(/ r /i //1 \ \\ \ 1 \ ,\$ l o a N , r/rr/// / r Ili ( rr/«� ,�i r _ \ D1\ „ // s_,�_ _ r//r. \ . l�L VA/, , uc co (/( ) r, J r \l )\\\�� olll(\, \` J J/�i/�/�; �� \ \\\ ff \ Il� , (()fr/% = ��— _— �� ///,, :, , \' \ J / ` 1�►�m I ) SPECIFICATIONS AND DETAILS / r // 0 �.\Ill l / M y\\t / c/ j )I Il)c11(11`1\�\lam �( i ^"\\\\\1 1�\�l\\� )(1{1 r�ii�'�_i;_ \lam _ ``I Icy(//1�r1^ 0 \1 \ `✓, / (,\\\\ \ ,\ 5g f� o /� (jj f( / / J / / \` r i - - \ J NJ I / /l" \\� v L T)\�� __ l.5° � L_ EROSION CONTROL PLAN - PHASE II KEYNOTES PRELIMINARY NOT RELEASED EROSION CONTROL LEGEND - cn ` FOR CONSTRUCTION - - � NUMBER DESCRIPTION \\\\\111 i EC101 LIMITS OF DISTURBANCE \\\`` �N cARo� /ir w i �� EC102 SILT FENCE; REFER TO DETAIL (TYP). LOD- LIMITS OF DISTURBANCE 00 EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) Q`� EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) = SEAL SF SF SF SILT FENCE ' " \i�) `\M�\� \� \ \ EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 51 X 12"D) = 0 5 / EC110 6" HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN �� F 13 POROUS BAFFLE GIN / 1 �I \� \\\ \ � EC111 3 POROUS BAFFLES '''//i, TEMPORARY DIVERSION DITCH \ \ \ \�\ �� 1 \ EC112 SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER OR 50 MIL HEAVY DUTY SILVER TARP 0312 12024 ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH I \ \ \ \ EC113 3:1 SIDE SLOPE ® SILT FENCE STONE OUTLET , _ / 1 \\c \\ \ \ i EC114 40LF OF 18" TEMPORARY RCP EC115 TEMPORARY TIMBER MATS E / \ \ \ \\ `�� ;S I I ` \ \\\`\\ EC116 CHECK DAM (TYP.) o J J CHECK DAM Q Q \1�;1\ EC117 PERMANENT DITCH RIP RAP DISSIPATION PAD. REFER TO 'o 0 �_ �_ J REFER TO SHEETS C5.12 & C5.13 FOR \� \ \� ( I \ GRADING PLAN FOR SIZING. N Q CONSTRUCTION ENTRANCE , I >\\ \\ u ,E co co � / WATER MAIN EXTENSION EROSION CONTROL 1 \ \ / I I " \ SKIMMER SEDIMENT BASIN #1 = z 1 I I\ \�✓ DRAINAGE AREA=3.37 AC; DIST AREA=3.37 AC � � m TEMPORARY INLET PROTECTION / VD I (\1\�\\ , REQ'D SURFACE AREA=3,435 SF; REQ'D STORAGE=6,066 CF Q �, z z_ //I I I 1\\\ \ SSB1 PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF o U N O 3: CONCRETE WASHOUT 1 \T, \ oNP (OR EQUIVALENT SURFACE AREA &VOLUME) LL N a O \ HP 1 , 1 1 \ \\\� PROVIDE 2 SKIMMER W/ 1.5 DIA. ORIFICE ON w o o M \ \ _ 1 11 \\ 4'X4'X1'D CLASS B PAD; TETHER TO BERM a = I o? U Z Z Z /o I I\ \ -1 I I \\\\\/ / INV=305.00' z W Lu O O O ROCK PIPE INLET PROTECTION i _ a� I \\ / I \\ \\ TEMP. DIVERSION DITCH #1 C a `�?x > > O `O 4 / I o \\�\ TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � 0 rY U) SKIMMER 'm \ ,/ I M \\ LINE W/ N. AMERICAN GREEN (C125) 0 � c~i) c~/) O TEMP. DIVERSION DITCH #1 D = > p zp LLu Lu TDD1 D USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDES ~ L U U O \ LU LINE W/ N. AMERICAN GREEN (S75) o O° � � 0 \ i o -4 SKIMMER SEDIMENT BASIN #2 Ln M OL OL z/ \ ` DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC Lu Q Q U) REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF cn U \ ■ \ � PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF 1-- 0 ■ r \ / SSB2 � Z(OR EQUIVALENT SURFACE AREA&VOLUME) af N PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON , 6S'� \ p I I \ \\ 4'X4'X1'D CLASS B PAD; TETHER TO BERM DANIELR.AND / O p CONNIE S.DINKINS - ` \ \ \ \ \ - \ INV=272.00' = z PIN.9660-54-2296-00 1\ \ t / DB1324,PG400 \ \ ` > I / `` _ TEMP. DIVERSION DITCH #2A j / ZONING:RR \ co \ \ M\ // I I \ \ \ TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES 0 Lu LINE W/ CLASS B RIP RAP (18" THICK) SKIMMER SEDIMENT BASIN #3 0 M DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC w w o 0 0 CNJ REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF = Q LO o cv PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF Q 0 N i, i, 041. SSB3 (OR EQUIVALENT SURFACE AREA &VOLUME) zo o 0 PROVIDE 1.5" SKIMMER W/ 1.5" DIA. ORIFICE ON 0 DATE 4'X4'X1'D CLASS B PAD; TETHER TO BERM \ \ G - ' /I MII I1 \\ INV=312.00' af 1211512023 TEMP. DIVERSION DITCH #3A 0 TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES } DRAWN BY ■ I I �''\ \ 1 / I II II , , Jr ` LINE W/ N. AMERICAN GREEN (C125) 332 TEMP. DIVERSION DITCH #313 ■ I� i / (I \\` ` \\ I I I / TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DESIGNED BY \ I \ I \ \ `\■ 0� I I ►I 1 /\ LINE W/ N. AMERICAN GREEN (S75) •/ i / _ L> \ 35� ` \\ 36S \\ I ( I I \ \ SKIMMER SEDIMENT BASIN #4 332 do i / I , / I DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC • ■ . ? \!\') I< 1 \\ \ \ - \ \\ / 1 I 1 11_, Z v REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF • CHECKED BY \ ( �\J/\ I ( 1` ^ \\\l - "� 355t ` o� \ `\` �_ ' SSB4 PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF • R. BAKER o \ \ \ \ I \ \ \ I( � �� _ , �� I I (-;- (OR EQUIVALENT SURFACE AREA &VOLUME) \ \ \ \ \ I� \ ° 1 / M, �1 i/((/ - ' , \ I I C PROVIDE 1.5" SKIMMER W/ 1.00" DIA. ORIFICE ON • "� ) ` \ ` ) ) t I EC102 ,,,�\ , \ r \\ \ I I I I Imo ^ SCALE EC101 \�'� EC105 / \ `" \\ \ / I I 1 1 I 4'X4'X1'D CLASS B PAD; TETHER TO BERM AS NOTED \■ / 1 / \jam \ w l \ I I o I (/ t _Ik I I v I INV=327.00 • cwr \ \ / '� \ \ -1 / / I I I I� ) L TEMP. DIVERSION DITCH #4B 1 It- TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES LINE W/ N. AMERICAN GREEN (S75) % / / / - /( wua�w (vww v�WvWWWwWwWwWwWVW I I EC117 / \ �__ �_\_1--� ► I \ / L J/ l ` \ \ \ r 1 1 r / I r \ W W W ✓ WW W W W W W _ \ / _� -� l ) I r - / �' TEMP. DIVERSION DITCH #4C \ - 1 \ vw � wWwWz:rww/ / EC103 __ -�- I \ �/ \ \ EC117 /' Wi WyWW y W - -�� ) \ 1 'S5 \ \ - I I I -� TDD4C USE 0.5 BOTTOM WIDTH 1.50 DEEP W/3.1 SIDES / 320 / I \ _ - ,.� w %% \ ( \ )-� (I (� / I �� 353��3, \ \ \ \ / III ( � LINE W/CLASS B RIP RAP (18" THICK) Y Y W Y W Y`{Y �Y �Y W �Y W r� \ l / / / 1 I / ( \ ' / - I r I I J / W •'3o W .✓W .v W .v W W w W � \ \ / / �t� _ - - \ / r b I / L oo � I CLEAN WATER DIVERSION DITCH #1 Ll� / III I / , _ / 3305 33� 3�0 \ \ - - I I CWDD1 USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDES r\ J f \ < EC101 , ' I / / I \ dap - 333 33 /8, \ \ \ - I I L.L / -- / - r ( \ __. � / / � I � \ I c� ` \ cS` \0 \ \ 0 IIII O \ -- / 1 \ 6 \ I ( \ LINE W/ N. AMERICAN GREEN (S75) 16 � ) I� \ �- ' �O /' // / 11 \ 1 \ _ \ 330 - 32 / 8 ) ► o `�` d' \ \ \ ` 36 I 1 I I I ` _ CLEAN WATER DIVERSION DITCH #2 329 33Q 3 \ cA cr _ - -� \ \ \ ( / \ / Q g"W s'cn - \\ \ _ / I I , ► \ CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES T--1 LINE W/ N. AMERICAN GREEN (S75) N / / � _ � / A AK! W - 1 "� ( I - -� / J \ \ \ - / 1 \ AN WATER DIVERSION DITCH #3 w 325 `s" - / / I I 1 1 \ CWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES 3S8 \ - / I/ III ^ h / _ 355 I I \ , \ LINE W/ N. AMERICAN GREEN (S75) w �M`y- 3.35 317� 340�342� 345\347 II\ = o / > � 350-�352 - \ / III I \ \ \ CLEAN WATER DIVERSION DITCH #4 r \\\\' \ fi D - _ -328 328 �� / r / \ , / / I �� \ \ �q\ \\ \ - - r I , 1 1 •.t••I' CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES � U \\ �_ / I ) I / / / _\ / - _ \ \ ••. •�'�'I I P } I LINE W/ N. 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( l ) , 1 r 1 r / / v / - t^ \ \1 \ ' \\ I (� r < O> f 1 /n/ ` � ` � / l / // f / l l ) I I \ 1 ) \ \ ) - / l \ / \ \ \ z I-LI Z d M ' J / / \ \ > U U \ I \\\\ I / ` \ \ \ / ( / \ l v r\ \ \ 1� _I \ % \I \ \\ f l I - / ' / % ' l\\� - \ \ \ C \ O - 1 i U o0 6i / / / /`\ �- (� \ C \\ \ ` \ 320 ^/\ (`� )/ j 4. �W ` ` y 1 1 i P } / \ I 1 I 'I` I \ / / / > \ / \ ��/ t/ ��(� r 1 1\ \ ' O L W cn o \ \� Q \ / \ \ - y w v w \' � ) \ O I \ I / \ \ I I \ ( \ 1 / L ` - _ � / / ' - \ \ \\ \ \ \ I I \1 I \ \\\\ \ LLJ O � 00 1 I \ 1 1 I 1 ` l \\ / 1j// / 1 IIII \ ` \ I I \ � \\\\ Q U _j \ J U \ \ \ \\ \ ` / ^ Ww/VwWwWw� Nv I \ ) l , 1 \ \ I r ( J \ L I I ' / \- - ,. \ _ ' \ `/ / / ✓ \ \ I IIS\ 1 \ 1 ) I IM I\ \ \\\� E L A, / `\ / r \ / f / Wy �W�W�W�� I / I / I I I ' f ( ( ) I I \ ) , / j/ / \� \ I \ \ I I I\ \ / \ 1 ` \ \ d o d I \ \ \\ \ \1\ / r / m v v v d v I I / I / / / / ` / 1 I 1 I \ I \ \ \ r _ \ I \ \ 1 \ O O ,^ 0 ai v/ QY � Z (� .. -o \ -\�? \ \ \\\\\ %( . •v .v w .v �.A � 1 / ( \ , \ \ \ \ , 1\ � r cr ►I I I I „ \ O `q ( \\ �- / f /r w .v W .v/� J-�/ / / // _ \\ \r \1 \ \\ \ � ///1 I //I / � \\� � \ / 1\ O) E\ ( \ �` - - \ \ � Q O \ \ � \ \ \\ \1\ \\ \ \ \ 1 i /al � I W 1 \ / \ 1 ) I I / / / \ \O - \\ LI..I maxi \ \ / \ 1% y / / / I / / r �' / / 1 \ 1 / , - - REFER TO SHEETS C5.12 & C5.13 FOR ( \ �` w 1 \ ` \ \1 ` L/ _ / / \ > / r / ' / / ' l ! ` ` �'O \ \ 1 ` \ , ) ( / »r / \ WATER MAIN EXTENSION EROSION CONTROL o \ ^\ \ \ \ 1 \ I -"\1 \ \ / \ f f � / I 1 - i c \ O \ ) \ \ ` r )� / /I - - / �Lo N 3>0 ` ` - \ ` \\ \\\/ \\ �`\ ' \ j; ^ � '/ , J r / " /// / I / / / / I (' _ \ � _ _ \ \\ \ \\ \ \\ \ \ I ) r /( I/�( / IIII/ / / _/ //I L / I I I / � \ \ I..I..I a l / I I 0 1 ` - \ \\_ ice \ /\ \ \ \ \ \ \ 1 c11 / / / ( / ) I \ ` _ / _ \ 1 \ � I \ \ \ � \ J / /III 11111/ / v \ Jill I I � i I 1 I$ r(� , 1 \\\ � \ M \\ \ ` \\ \ I \Lti \ v - 1 1 -I I I / f 3 ��\ ( ( ( , / l- / III / L 1 / I \ \ \ L I-� >W .Ed - \ , _ 25 •I \ \ } , \I ' III 1 ' \ > \ ' \ f l I n l ) ► ► ► , \ N m III 1(I/�/ / _ 1 \ \ 1 l\V I \ 1 • x ` �\\� 1 I / ( � \ _ � \ \ _ I �\ \ I // l \ I 1 / I \ 11I �T 3 00 Lu a ,o \ �310 \ \ \\ \ \ ` \\ l\ { 11 \ ( 1\ \ ` \ � - - _J I � \ \ I / I(I IIII I ( ) 1 \\J I I ) I r sr \ 0 w � p I > \ \\ \ ( < 1 t , _ r -L / \ \ \ \ \ \\ \_ ) III III(II / / \ I ` 1 II I I l I I \ \ 1 S. \ m \ \\I \ zL\ f �I I \ ` \ \ - \ l \ I 1 I I I r \� Q ` L) \ 1 -1 \ \ ) u' \ ,, \ \ ` l \ l ' ) ) tlll I \ IIII l I I \ I \ I III I 1 1 ) jZ \ \ / -%\ \ (IIII \\ \ - , 1 ( ► \ \ L - 20. \ 1 \ 1 I I I 11111 ► l , I I `o ca 1 L \ \ \ l \ \\\\ \ I \ \ n I » ° \ \ \ \ mil � �\�\ � \ �! \ \ \\ \ \\ / , \� l IQ \ -) 1 ° 'If \ - \ / / /\ �\\\\ $\ / \\ \ \ \ ` I \ L �\ _ - - - ) \ \ \ 1 If 1 t \ I`1111 \1 \ 1 \ I \ 1 IIII I. \ \ NOR -0 \ \ KNOW WHAT'S BELOW. \L cs� \\\\\\ ___ - / - / 1 < � � , I I�I ; \ - \ -° \ \ \\\ / 0 50' 100' o - \ r \ \ ( ) < \ 1 •\ _ CALL 811 BEFORE YOU DIG. \ \ \- 315 \ \\'\ \ ( / \ / `\ / \`\ \ \\\� �\\- - - - -_ _ I I \ \ JOB N O. n o \ ` _ / l / , ' ) \��`�\\\ `� ` `\l \ \ \_ - - \ I \ \ ) \ \ Iy r,- ► / _ \ \ , ` ,;^_ __ ___ =__ - / r 1,� 1��;�\ _ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 N cli \ L / , ' \ - �- / ' ' I / 1 ► r ' / _ _ _ �_ / ► ) - - ) "� OHP CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. 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L r ce) / \ \ EC101 LIMITS OF DISTURBANCE \\\ \ t _ I ► / / / 'x' - I MATCHLINE C5.11 I / ) \ \ �� \ 1 �) ■ \� �'� \� t�I ■ �/ ■ I/ / / I - ■ /■ >■I �\ �1 ■ \� EC102 SILT FENCE; REFER TO DETAIL (TYP). \\�O�O�E$$/0 LODi LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) o y I I \ I \ \ )) ) \ \ - \ _ _ \ - / \ 1 I I / / I/ // / / / ) / / I J / t / / I i / r / / MATCHLINE C5.8 \ \ \ ` I EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) = SEAL N. I I J l I r I \ / / l ( _ l / I J I I I = 0 = 1 7 1 I / h I \ 1 r / ' J ( 1 / \ r I SF SF SF SILT FENCE EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D) - \ M[ I I I / \ _ J ' / I 1 \ Cy - ► r 1 EC110 6HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN \ rI/I I I /I i /) \ I I I lL I 11 EC103 I i 000 M' p 3��) !I ) \ II / J) / POROUS BAFFLE EC111 3 POROUS BAFFLES '� D GINE EC101 I I I ) 1 1 I J , TEMPORARY DIVERSION DITCH EC112 SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER ' , /' / I / \ / OR 50 MIL HEAVY DUTY SILVER TARP ' , / , t ) I J 03127120241 r \ - Z M ' J b / 1 ' \ / // / r ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH EC113 3:1 SIDE SLOPE 1 I 1 1 I 1 / J I I - - \ I / / \ / / I ,R 3 I' I I / / SILT FENCE STONE OUTLET- - - _- - - ' /, I I , I "� I I EC102 \ 3S , I , ( ^? "� I , / ( J \ ) t / ® EC114 40LF OF 18" TEMPORARY RCP _ - - \ \ 1 0 1 I / I `Js! I ) 1 r ( / 1 \ \ \ �.OD / J _ rl I 1 \� I/ I , I EC115 TEMPORARY TIMBER MATS E J y I l / I ► 1 l� l O u J y Iy \ \ `- co I I t"� y N / J I \ \ I I \ \ M ) I l r 7 I \ 1 ► / , J 4' / / / / � CHECK DAM EC116 CHECK DAM (TYP.) ,\ � Q Q < / \ I 1 I I I I I I I I ( I ) I I / / r ) ch y I % \ 1 / r / ,O \ / / / PERMANENT DITCH RIP RAP DISSIPATION PAD. REFER TO o -305� I\ I I l 111// ( I I ` 1 1 I I1 1 1 1 1 C 1 I C ` \ \ I 1 ; - ,/ / / t JJ ) EC117 N E J \ \ / J GRADING PLAN FOR SIZING. Q \ / / / / I I / CONSTRUCTION ENTRANCE u .E m m / _ I , , // / , , \ I 3 O� I _ 1 I I I I / 1 SKIMMER SEDIMENT BASIN #1 = z � y y \ I I I I 1 1 1 \ \ 33 \ , y y 1 ) ,\ 1 1 '�' �' \ I t \ J I I / I I,\ \ DRAINAGE AREA=3.37 AC; DIST AREA=3.37 ACco co J)11�\`r TEMPORARY INLET PROTECTION REQ'D SURFACE AREA=3,435 SF; REQ'D STORAGE=6,066 CF Q �' O O 00 a� ZZ � I Ji PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF o "' f6 rj z ) 1 \ ) I I I \ \ \ 1 0 1 I 1 ' ! - I \ I J// SSB1 USN J OR EQUIVALENT SURFACE AREA &VOLUME - I- Q Q O III // r ( ) Q ~ o rY _ \ I CONCRETE WASHOUT a LL ,\, tZ rY ` I \ \ ' \\ \ \�� ^ \\ 1 1 I I ) \ \ 1 \ \ \ l 1 / \ ^ - I r I l J PROVIDE 2 SKIMMER W/ 1.5 DIA. ORIFICE ON w p o M O O �/ \ \ ✓ I I \ 1 \ 1I I I \ \ 1\\I \ \ v \ \ \ \ 1 \ 1 \ / l a _ m 0j Z Z Z yyy`" - 30 \ 1 1 1 \\r \ \ ` \ \\ \ \ \ \\ 1 \ \ 33 �1 \ \ \\\1 1 I \l \ \\ \ \ l_ l - \ \` \ ��O \ \ j \ ',M \ ' \ I I ` r / I r 1 I ) I / J 1 ROCK PIPE INLET PROTECTION TEMP. DIVERSION DITCH #1C `� x U U Z y�\ \ V I 1 I J \ 11 \ \I ? \ ` \ \ \ \ \ \\ � � \ \ EC116 ` 1 ` > / / I I l / l � Q y y y y y \ \ 1 \ \ \ \ \ ! I \ / I / / J I / / Q -O Q Z O \ \ \�\ , \ \ \ o \ \ I TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � rY - y y y y y \ \ \ \\ \ \ \\ \ \ \ \ W \ \ \� ) CA \ '�M \ ' ., \ I \ \ i- J I \- / J , , / / / \ 1 p 0 y y y y y \ \ \ \ \ \ . \ \ \ \ N \ \ / cry \ IM 1 I J / SKIMMER LINE W/ N. AMERICAN GREEN C125 yyyyyyyyyyy \ \ C \ \ \ \` ) \ \ \ tr \ \J I cs ) \ 1 \ 1 I V / / J ST ( ) T z z � y y y y y y } \ \ p \ O \ 1 \ I I o -\ \ I \1 o r \ \ J l J �� c\ TEMP. DIVERSION DITCH #1 D = = � > O O W y y y y y y\y \\/l / I / / I I Q \ \ \\ 37 \` \ \ \ \ \ \ \ \ �, \ M 3 1 I I v I .. / \ I l - 1 \ \\ i i W U y y y y y y y \r \ TDD1 D USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES L 0Y U O yyyy �Yyyy11 �� \ \ I 1 \ M \\ - \ \ \ I ) 1 \ 1 1 \ \ \ ) r r > )� � � �' � ON, „ -, f- � 0pW1 > \ 1 \ \ \ / \ \ EC101LINE W/ N. AMERICAN GREEN (S75)1 �J J ,�[ _ \ l / I I ^� �''' SKIMMER SEDIMENT BASIN #2 ,,, M W ,� z yJ� 1300 / / \ \ ) 1CWDD3 ^ \ I > > ) I / \ _ \ \\ � , y ,,1. y 1y�� \ \ / c I o \ \ \ \ I 1 /1 / \ \ I / I _ J , / \/ o / / I I I I I / �,/ - ' 1/ 1�II� .\\ � \ - - \ DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC w z Z y y y y y W yI t l \ I M / / / J / I r , / ! J / y yy yyy>y ) \ \ I t I l \ \ \ \ l / /1 / / / 3?S \ \ ) / (/ / r' / / rI l / l `� v ^lJ '� \\ < U) r / / / \ [ \ 1 \ / , r / / ) l , I l I \ \ , - \1 \I \ \ _ Q \) ! I \ \ \ C ) r / \ , \ / , / I I)1\\\\\ l REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF cn y y y-y�. �Y ` Y / ! J \ _ \ \ / / / l l r \ )/ , �r / / - \I- r ` 111111 /, i\\\\� 325 , o v ,k y y \\ 1 I I I / // - / / I 1 \ \ h / - / I / f 1 , )(I I I I \\\ PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF yyy^ ��` 1 \ \\ ( \\ \\ \ ) / 1 / / / / , - 1 I \ \ \ I EC113 1 I \ `-- IV I \ / \/ J I / / \ I (' 1 lU `�'11`� CZ\I I / I l 1 I SSB2 y y Wy_ / I , / , > _ \ / \ (OR EQUIVALENT SURFACE AREA&VOLUME) yyyyyyyy� „ ` \ CLASS A RIP RAP PAD (6.0 W X 12 T) ', / 1 \ I \ 1 \ .� 323 r` h ,- 1 1 -� / l J I \ /� 1 \� ` PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON y yyyyyyy Itr > ) EXTEND TO BOTTOM OF SLOPE I \ I / \ \ 3? ,,rN r I J I \ , I \ r 'J \ I \ I �'Jo\\\ ' ` J , J/ / / \I //l J I \ ( 1 I \ ` \r - r \ 4 X4 X1 D CLASS B PAD; TETHER TO BERM p O , _ ! \ � / / /� 1 �\ y \\ \\ � INV-272.00 = z y Ip ` CLASS A RIP RAP PAD 8.5 W X 12 T I \ , EC116 / _ J , I \ I I \ , I / I •�/ / 1 /// / r �1 1 \ \/ ` \ \\, ,�/� F ' - p�\,� o w y y y y s 1 \ \ \ \ I \ I \/ / /� 1 / / / / ! // 1) 'Y r _ \\r I f�./ � ) 3'L TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES < t(/r� \/'� 'JI v r^`�i/ /� / / �_ / r� „ _ \\ �� , 11�-- ` /iJr \ J - - t( _ �' LINE W/ CLASS B RIP RAP (18 THICK) I I \ ,3? � 1 , I / C J I \ I 1 1 \ ' / _ �I J -7r •�� } EC102 \ I - \ _ _ O , 0 \ 1 r < - \ / I I 1 ( / / //// 11 J r l� �`•T'%--- ' ' r J / SKIMMER SEDIMENT BASIN #3 o N \ \ _ - - \ / 3 rr 1 \ r , 1 J / l l (r! / J, \ /(� \_ ///,.� � ✓/ 1 / ' 'y�2 w N N N EC101 \ _ I / / \ I 1 1 , r - / / J / // `._ �' �� ^� \ / 1 / / FL DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC > W o 0 0 J� 1 - I l ! r, / // \ \ - =- / .oj C w N N N k i O qR LO I TF REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF �n N ch c� \ \ / ` o r / -, � , J , r ti �j r^�1 //11�I // , ` ) OB 9660 RBC/�� PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF v - o N yy y / c5` \ - I I \ _ ^ / ) M \ i r - - / / I / / l / �1 \f / _ , 4 4_ R Q N co co y `r�� \ 11 I I \ I SSB1 \ / / ) I I I , / \ / / / / / h / / / / r 11 / I r i\ 1 It\`\\J1 .�) ; / r / p 4S P 42s q SSB3 o 0 �` \ �� / \ \I 7 P/l//A/ G� 8UO (OR EQUIVALENT SURFACE AREA &VOLUME) z I� , J / / t / / / / 1 )1 1 \ II \ a , ) / G' �j O Wy� \L - - \ \ _ \\ \\\I r ` I \ 1 -� `3\ / / / \ It I \ i ^ 1 \ _ I C' i / L c / r C I r / ) c r / I '/// / 111 , / \\\�\\\ Il\_ \\ I 1 / / / / RiQ PROVIDE 1.5 SKIMMER W/ 1.5 DIA. ORIFICE ON \ \ \\ EC112 I \ I r / I I g \ \ / o t / / 1 ► /J �\��\�( '\ ) r _ ; r , I ��/ DATE A , \\ 11 ., 1 r 4'X4'X1'D CLASS B PAD; TETHER TO BERM y y h \ \ \ z / J \ 1 Oo 3 \ / � � ^ \ / / / / / / I 1 - ' t ► J ^ I 1 I I / EC103 GJ 1 - \ - J/ 1 \ 1 >r / l / M / \ , a\ ` \�� / 1211512023 \ \ \ 30 0 / / I / I /// I' TEMP. DIVERSION DITCH #3A o ,o I 1 I � 1 1 \ I 1 1 , � ! INV=312.00' � yve \ \ \ \ \ \ ` � \\ \ - / t �O �O EC113 J ISM I l 1" --c- \, II \ \, � _ I // I I r / / cNi� / / / IIIt I �� ;� I11 11I ' 04J / J yyyyy y y y y - 1 ) i / / I I \ I� 1 - z , I / / I � I / 1\ \ )\�\\\ / I 111 111 ( ,(( / r \ y\y yyy \� \ - \ 11 _ / / I I t I I r t p - _ I / 1 I / J ( / / / t I // III �1 I 11 I II \ 1 'I ( / / J TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DRAWN BY y y y y y y \ ) \ ) II \ / / / / / '� ! 1 \ \ ' �- W \ _ , / I / / / 1 / / I I)) \\\ 1 y y y y� _ _ / l 1 I I ) \ ` \ \ / ,. / I , / l I J [ I I o I I I 1 I I I \ \I \I11 \ ; ( , LINE W/ N. AMERICAN GREEN (C125) .1 \ / J o v 4 / / t / . cv 1 I 1 I� 1 / 332 y y y Y yy.y J EC110 /� / t� �<� q� l ) / r o ( I / / IIl fJ 7- \ y ` / c� \ r ' / / I \ I l(r J Ir 1 I 111 II\ i I I I TEMP. DIVERSION DITCH #3B 1 c I /\ 1 I 1 1 1 C` \ �` V \ ^ w ✓ / / ► I / J )/ \ / h III(tl\ r /� I ', \ I ' 1 I TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DESIGNED BY , \ o / / / / / / \\ \\) ( I \ \ \ 1111� �/ I / I ( ) LINE W/ N. AMERICAN GREEN S75 EC117 \ ` �' � \ / / / / _ f / ) I / r , / / / \11 I II I SKIMMER SEDIMENT BASIN #4 332 \ � � � 1 \ / / � /� / / njJf w I 1 ) � V 1 \ \ \ 1\ \ _ \ _ / - I / I , I I � / // / I / / l/ / '/ o,�I /4�' / , J 1 I I\, > I n / 1 I t � • TDD1 D ) r `� \ - _ / ) ) / / ' / �/l 1 \ \ \ I\ I ' r DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC - �) r ^` /n. o / S ' \ / \ \ ��\ \ _ _ - I J / I / / 1 Ch \ 1 \ ri Z\\ a�� / t t 1 \ 1 I , `r \ - ' \ - -- / / , J r , " r // / / 'i f/ I 1 t I I INI \ 1 I 1 I I ; I I \\ v REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF CHECKED BY ✓ �'� \ EC117 I r r \ i I EC116 \ \ _ \� \ . l r I / , / l \ S //ii/ , J 11 M 1 \ • � ) (== \ - ` �� '^ / l \ / l 1 I / / ' /l//r/� /r 1 1 I I ' \ f I J I \\\` I \ I i 1 ` / . PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF . / � \ / / > I / r / / � \ \ 1 � SSB4 • R. BAKER / / I lytr I J 1 \ \ 1 I 1 I III t , / \ r OR EQUIVALENT SURFACE AREA &VOLUME I 5 \ I I \ J r r l / �1 \ - / ) ) ,\ \ ► I I I 1 ' \` / PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON • • - , ' f I r I `> > �K lJI 1 1 \ \ \ ` / r 1 l �1 1 \ \ II) I 1 \ / SCALE \i � __ /� 3� ► I� ` o c.� \ ) \ EC116 O \ \ ^ / \ _ ' co \ r J \ I r l \ \\ ) \ \ 1 t I 1 I I� 4'X4'X1'D CLASS B PAD; TETHER TO BERM / 1/ I 1 1 \ I L ^ 1 ' AS NOTED ) � � \ I`11 1 J / tl \1 \� TEMP. DIVERSION DITCH #4B / j 1 L/ TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES • EC117 > > 1 \\\\N \ �� C - ` 1 \ I \ I _ \ \ , ' 335 l 1 I I / �/ !(�t, � / - JI /J !I 11 ) ) I\ I\I\ - 11� \ 1 0 \ \ `, / I / / I ) I J / / I / / / r 1 1 \\\ I it I \r I I 1 1 - r / ■ ( ) / \ \ I , ) w ` \ � \ 1- _- "�-!\ \ \ \ \ \ r.. - l J I I � / \\ ) � \ / I - r - I LINE W/ N. AMERICAN GREEN S75 t - M 3 ) / 1 1 I 1 I r ) \ I\ / \ \ t �, \ \ \ _ / / TEMP. DIVERSION DITCH #4C \ � � \ r / � l l / 1 r ) I I ) I I III ' /1 / `' ! / \ I ' I \ ' \1 Ii / \� c� I \ \ M \ \ S i I , j \ ( _ !\ / / ( \I 1 / J TDD4C USE 0.5 BOTTOM WIDTH 1.50 DEEP W/3:1 SIDES a \ \ \ I � \ \ �O u'3� - `Go \ / t / 1 \ 1 I / ) III ► � J /J/r - \ 1 �,'� �\ - � 1 � - / / C I 1 I' / \ rr ^ ,^ LINE W/CLASS B RIP RAP (18" THICK) EC113 I ( 1 I llll \ 1 3 \ 5 ) - I , -' t C ) ► I` „/ \ I(�t )>)� ,� CLEAN WATER DIVERSION DITCH #1 Ln 30 \ 3�0 - > I N \ \ _ �� _ \ _ / ' ^ \ / I J / I 1 I I I / / / !/ >/�l� l l l 1 1 \\ ' / / ' /� ot- \ �L� 8„ \ _ _ / / /f, 1\ \\� 1 1 ✓ CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES � \ < �� - / V \ t/r > t / V. CLASS A RIP RAP PAD 1 �� ' LL- \ \ � LOB � \ S EC101 C , //1 t 1�1t�\� ) ,\ \ I ' y ` - / ^ LINE W/ N. AMERICAN GREEN (S75) O o 5 \ r \ \ 1E I \ ► \ \ ' \ \ - '-�-_��, 1 / ( /I I \\� J (5.0 L X 6.5 W X 12"T ; 1 U I a / i 1^ J CLEAN WATER DIVERSION DITCH #2 ` o O l - \ �04 / _ J CWDD3 / 1 Iv j1 )\ ill/ \ 8 bg/ \ 330i �< \ r rI r I / / ) / ) 111\I 1 1 �n , , , \ CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES (V \ 1� 1 // 11)Ilk / ) \ c - - �� \■ LINE W/ N. AMERICAN GREEN S75 t I EC117 � ) II �I r i11» // 7 � \ \ � \C / `\/ `cJ ( ) \\ M \ l I �SS J J J \ < 3/ \ / \Zf \ 1 - - J\ CLEAN WATER DIVERSION DITCH #3 EC101 \ \ _ I - - _ - c''� \ \ ` ' \ 8„ 325 )f / < S- , LLI oo \ \ \ \ \ ` ) `` \ - - \ 1 \ \ \ I/I/ _-` �� fir► I �� l \ \ -'\ r \` 1 1 r' f \ \ � \\ �- - CWDD3 USE 0.5 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES 1 \ \ _ _ ^ 20� \ I / - �1 \ \/ / - 7„ \ LINE W/ N. AMERICAN GREEN (S75) ° \ \ \ 7 / / \\ \ J CLEAN WATER DIVERSION DITCH #4 EC103 \ 1 / /� � \ y \r /)Jll \ r l w ti - CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES (n 3 1 \ EC1171 \\\ \ / \ \ \ \ - - 315-� ` \ \ \ \ �' \ - 00 31 l > 1 � - r ' I o \ \ ` \ I \` ( 1 \ I At, / LINE W/ N. AMERICAN GREEN (C125 fV � O / � 0' � r \ 1 / / \ ) �. O? \ \ tiLo J \ \ \325 1 I \ - ` t 3`lO/ / EC 117 // W o o t Q� 1 II � / U J w \ cn \ \o ? J 1 \ N r\\\\\ \ \ \ r \ I \ I r / 1 I / �1 t � J Z I \ I � , ► �\ 1 \ 1 III ••;- I \ Z (� \F��i 328' `32S I I I 1 , J O � a Z = I I I \ I \ \ ��1 V \ 1 I C C QU \ �� 323 3 317 �I I I \ \ ) g„ 3�8 3 z O = w \ I ) f f l \ t p/�!9N�F,Q y \ ` \ ?0 3�6 ' EC117 '1 \ 1 \ 32 w ~ Q a r G1p \ \ 0 1 \ \ Oe 660 42 Ti5'O \ ►' \ I I / J ) J If l -- I 1 1 1 ; ?r I ) 1 1 -- a I� U z Zp 1F,oG92900'9S \ EC103 / / �' 'I'//I'G• `3`35 < I J I�� /� �` I 3 3�3 3�5 C \1 I \ W ~ a 1 1 Rtf) q I N I I I I p 1 // �\ �0 3 _ I \�1 \ U z oC a } \I c i r J I I ❑ I I j M / 1 1 M'. I I I TI'I/ -M r I 313 - J H \ I r M -0 1� O ` Z 315 3�8 _ J 3 Q o h \ 3 z_ w 318". z O EC103 ` �n ^\ 20, EC101 I J \ \\ 1~ \ ) ' \ > 05 EC102 \ I \� - \` \ ` - _ \ -I/ 1 \ \ Q U zv) Q U w O o • / / // I1111\\ \ 1 1 1 \ \ \ ` _ _ '` - - \\�j/� y \ � y \ l �\ \ J r l 02 M /' // I I iIIIII I \ \\ ` �` 7 , \ - r -_ \i�/�I% rya FC103 IU U Ew c 0 1 I \ \ � ��/ 'J`v�/J � Illllti � l� \:' y- - � a0 I 1 I-I OLu c Lij O � rZ I..L O / / / / / � / / / , / I 11 V J / \ ✓ / LLJ � x w I II II I I t I I (� // ` \ k rd 1� 1� M ' I , , , ' I I I \ <' l \; 1`1 1 I1�1J '1 \ _ J m c x i0\ it \ 0 .0 � 11 2Q 0 Lo 1 co 0 \I \ \I 1 \I 1 I\ pl `\c t ` \ I I Ii \ I,11\l\ I i 5 SCALE 1"=50' m i I I i 1\ ` 1\ 11 1\ \l , f \ \`\ 1\\ \\ ') \\ ' �'111\\I 31 KNOW WHAT'S BELOW. m NOR a O \ \ \ . \ I \ i/ \ 0 50, 100, m O \ \ w \ \ \ I t \ CALL 811 BEFORE YOU DIG. C115l\ \ \ \ \ I\ \ 1 ', \\ 1 1 II �`)� ) ), ( JOB NO. N c 1 0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL c 41353.012 a L \\ \ \\ \ t; \\) \ `\ �\ co cn Lo 31-0 �� ` / \\`\ICI \ �'� ii CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. co M _ \ \ \\ J \\ \ , 1� „ �1) SPECIFICATIONS, AND DETAILS C5.8 ) W MAt L / PRELIMINARY NOT RELEASED / \ 1 FOR CONSTRUCTION EROSION CONTROL LEGEND EROSION CONTROL PLAN - PHASE II KEYNOTES NUMBER DESCRIPTION _ EC101 LIMITS OF DISTURBANCE \\ �NC A / \ / / EC102 SILT FENCE; REFER TO DETAIL (TYP). ESS/ _ _ _ _ - - - - - - - \ \` _ / - , / \ �/ LOD— LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) _ SEAL f' 335- r ' - - - \ _ _ \ \ / , / / / EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) = 0 = SF SF SF SILT FENCE EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D) _ ,3�0 // / / // / �/ // // // I/ // J/ / / / / / / ^ - - ' \ \ - - _ _ l ti — 35 / , /r // / POROUS BAFFLE EC110 6" HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN �.,� F GINE�� f / / / / Jr / / r / / - 3 - EC111 3 POROUS BAFFLES - - - - - - - \ \ _ ' ' -- -- SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER ' ' / \ / / / - - \ \ \ / _ _ - / ` _ _ _ _ __ —-- --- J- _ TEMPORARY DIVERSION DITCH EC112 OR 50 MIL HEAVY DUTY SILVER TARP II I I I II\\ / I / c ! / i r ) _ \ — _ _ 03/2�/2024' I� // / // �! l /'=__ -_ --- __''\--� \ - ' r ' \ „' 1 _ - - \ ) \ \ / ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH EC113 3:1 SIDE SLOPE SILT FENCE STONE OUTLET EC114 40LF OF 18" TEMPORARY RCP // / / / ■ / 1 I / / / ,I /// �/ ' \ \ / / (� / / 40- _ — - \ \ \ \' / \ ` - _ / ' 1\ ® EC115 TEMPORARY TIMBER MATS E CHECK DAM EC116 CHECK DAM (TYP.) ^ u Q Q ! \ J / / / _ _ - _ - \ - \ - - _ _ \ / - / PERMANENT DITCH RIP RAP DISSIPATION PAD. REFER TO o �_ �_ - EC117 GRADING PLAN FOR SIZING. N E Q CONSTRUCTION ENTRANCE u .E co co I--SKIMMER SEDIMENT BASIN #1 ''' z 1 / / / ! / _ - \ \ \ \ \ \ - _ _ _ - - - - ` \) t �' DRAINAGE AREA=3.37 AC; DIST AREA=3.37 AC I Lop �� ( , ` / 1 \ \ I // 1 I \ I 1 \ ,/ \\ \ \ \ I r TEMPORARY INLET PROTECTION -- 31-5-I�--�cb-- �_-i20--�!I.--_,c� \�Il\ -` �/! / l r(J r/I �i•f I1 1iMO' \I,I I1I I 1 II(I wI It I III I i1 /I \( II\ (/\ \ \ \ . \ \_ _ _\_ --- _ � I/ I !/ / /) l!\ z wW o�te a, zz , ,REQ'D SURFACE � 0 ra 'tz § § )PROV D SURFACE AREA=4,958 SF; PROVD STORAGE=8,273 CF � O � SSB1 0 ` cc� � Q Q(OR ) Q F LL 0-340_ CONCRETE WASHOUT l PROVIDE 2 SKIMMER W/ 1.5 DIA. ORIFICE ON< 4'X4'X1'D CLASS B PAD; TETHER TO BERM 00 Uz Z /I O O O INV=305.00 w _� 0 ROCK PIPE INLET PROTECTION TEMP. DIVERSION DITCH #1 C a `n x > > O TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � w r 0 0 U) / SKIMMER 0 O O r LINE W/ N. AMERICAN GREEN (C125) u) W TEMP. DIVERSION DITCH #1 D = � w p 0 w 315 \ ( , � \ I I I t I I \ I \ I \ \ - \ \ 1 , TDD1D USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3.1 SIDES ~ L U 0 o / , LINE W/ N. AMERICAN GREEN S75 000 0 / I 1 I I ! I \ I / / ( \ \\ / / I 11 / W � W rn r /Nr r �. 1 \ I I I I 1 \ 1 \ / / - \ - _ \ \ _ \ 1 I \ � \ \ � \r / /r /// / %/^ / // / w� w w v � _1 O 0 U w w w w r In rn w w WW`'WWWWWWW SKIMMER SEDIMENT BASIN #2 z DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC 11 z z U) d w w TTr Q Q C>7 (W W/� W W W W W W REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF u) U I ! 1 \ f / � _ ) /\ r \ 1 \ \ I ( \ / ( \ I 1 ( \ \ \ \ \ \ \ \ \ I 11 I \ \I � w o- w�o- www � 0 I I I / \ / \ \ \ \ \ f \ I SSB2 PROV D SURFACE AREA=7,158 SF; PROV D STORAGE=12,313 CF \ 0 \ ' r \ ^ I OR EQUIVALENT SURFACE AREA&VOLUME r 1 ) I t \ \ \ 1 WWWWW W WyWWWWW N 1v ' _ \ � `\ I 1 \ \I \ \ \ \/ \ \ \ \ 11 I ( \ ( 17 I I I ` \ �� \ 1 I ♦ � 1 \ 1 \ \ I I I � 1 I I ` \\.�y'.I,'.I, w y,'wy' c!i \ r \ \ ) / \ PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON I ,� "��,r ty' W W 4'X4'X1'D CLASS B PAD; TETHER TO BERM =o O y ^ � ' , I 1 \ \ / / J `345 \ `\ \ th0 / l 1 > \ I 1 1 I 1 \ 1 \ 1) lI( l \ ) ( fwwww rww , , ' / ) , EC116 \ ) \ I / / \ ` \ J \ \ ► / \ \ l I 1 / \1 11 II \` ( ( \ \ I I � � � � � 1 ► \ \ I I ) � 1 t l I INV=272.00 = z / \ ( ( \ I \ ! / / `- n 4^ �) \ / ) \ / ► / / / \ \ 1 \ ( I 1 \ 1 \ \ \ I\ \� � � TEMP. DIVERSION DITCH #2A j / / ' ' ( \ I / \ \ 1 \ ` \ ( / I I I ( I 1 ( \ ) \ �\ 1 WwW vWw vyvW vW TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES 0 Lu CWDD4 \ , \ l / - / o \ \ / \ L ► I 1 \ \ I \ < t \ , 1 \ . . . . . . LINE W/ CLASS B RIP RAP (18" THICK) U U SKIMMER SEDIMENT BASIN #3 0 co w W - EC101 \ I b \ \ [ \ \ ✓� \ t () \ \ �� \ 1 \ I \ \ I \ ) 1 � \ I \ / ( I ) WW w NNN 1 ( / 1 \ / / - r ' (_ 1 . / L r I c7 \ I I 1 _l I \ \ \ \ \ \ / W W W W W W DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC > ,L o 0 0 z z \� // EC102 \ , M 1 ) I \ ) I / \�\ \ \ \ 1 c I I 1 w ��WW w_ N N N \ \ ) ) REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF n fL(i J J t \ c \ 1 I ) I \ W W W V- W = Q \ \ \ \\ I \ 1 .� �. �I .� .� .� U 0 o N \ ) 1 , t \ I \ \ � �� y PROV D SURFACE AREA=3,114 SF; PROV D STORAGE=6,753 CF Q N l \ , 1 I \ ! 1 I 1 1 1 1 ` \ t W - SSB3 U U \ \ 1 I ) I I 1 \ )I J 1 ( (OR EQUIVALENT SURFACE AREA &VOLUME) z 0 0 O Q Q I ` \ M 1 \ I I \ \ L� I I 1 \ \ \ ( I / I I \ I I l III I l t\1 W W PROVIDE 1.5 SKIMMER W/ 1.5 DIA. ORIFICE ON 1 \ I I I 1 1 l I \ \ ( I \ I I I \ \ \ It > w v v I W y W W 4'X4'X1'D CLASS B PAD; TETHER TO BERM / ► / I ) I� I \ / \ ! \ \ \ o \ I \ 1 1 I % I I 1 III I 1 I ► ) W vL vWw� > DATE ' INV=312.00' 12 11512023 � I / / _' - - ` \ I \ \ \ I r C ( \ / 1 / ) / / I 1 I I I ( 1 TEMP. DIVERSION DITCH #3A EC103 - \ 1 \ \ / 1 I I I I I l III I l 0 TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DRAWN BY / , / / \'�> / J / _ - / /I/ /`► I I ) / \ `, / \ v /� / ` , \ / \I \I / I/ I1 / \I \I I / 1 I / 1 \ I LINE W/ N. AMERICAN GREEN C125 332 , 1 / W) w \ ( ( v TEMP. DIVERSION DITCH #313 r I I I ( I I I r I f 1 f I I I .� � .� TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES I / 1 1 ( I • DESIGNED BY \ / v - IO ! I \ l \ _ 1 N. AMERICAN GREEN (LINE W/ S75)( */v 332r \ r 1+vw SKIMMER SEDIMENT BASIN #4 / ' _ / / 1 / DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC � r � \ . . . . .� / / W CHECKED BY I I J ! \ ( / REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF • r 1 r I 1 , '�� , ,( / �I / / J ( J I I = / \ /-\ / / ' / / ! f / / / / / j t \ / \ I I I I I / ( / I I l ) ( / l t I ( ( �<� � PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF R. BAKER ,� ) ■ / / r c� ► I \ \ \ - ` _ /! / // \ J r c / 1 / / 1 , / , < ' J I I / l ( I / l 1 (/ l / I 1/ l l I ( J I �W �W SSB4 OR EQUIVALENT SURFACE AREA &VOLUME • �n / / ) / \/ I / 1 ) / / I I 1 / / I I I • / / \ / r / f I I I PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON l / cf) - - I 1 f \ / / f J _ / / r , I / / ) b/ I ' 1 1 I v SCALE \ \ ) I / - _ / / I r / / l l / M I l I! l ( ( I I , 4'X4'X1'D CLASS B PAD; TETHER TO BERM 5 r / I , / / / / / / / ) ( / / I I I I J AS NOTED \ ., r \� I 1 _ , 3� \ / / , _ ! / / / / / / r / / i / / / l l l ( I / I 1 I I I I ) I I I ) ! l JY INV=327.00' • q r I I III I I�// WSW W TEMP. DIVERSION DITCH #4B • / / a - / / - / 1/ IV * I TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES ) / / t -�"- 1 / � ( � , / \ 1 I I (/ / , W W W W �, LINE W/ N. AMERICAN GREEN (S75) 1 I l 1 \ ( r ( / / / - __ \� � _ � / � ) / I � ^ / �, - _ // ' / / / J / , • I I I I I ! I Ir l/�))r �Y\WW�YW TEMP. DIVERSION DITCH #4C � ( 1 i , \� \ , ) I i / ( / O' �. \ / I J / / / I / Y Y L Y Y \ - \ - V / / 'b� / / _ / / / / / / / J l / 1 \ 1 I II / TDD4C USE 0.5 BOTTOM WIDTH 1.50 DEEP W/3:1 SIDES I - \ _ / / / / / / / , I � l / l I I JII/ �, � y �, ,� �, �. LINE W/CLASS B RIP RAP (18" THICK) I J ' I \\ I ) ,- l � \ � I f n / \ 33 / - / � - _ — f 10� / / / / ) / t f r - J Wes-W CLEAN WATER DIVERSION DITCH #1 Ln / \ ■ \ \ / / If I ` \ r / / ( / J I f / / / / / _ / / � ) l I1I / � l l// //lI 1 I ` IWI ` IIW r I t J / \ - / _ r / / / / I / / l I ► 1 / / l l CWDD1 USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDESLL / / � / J / / / / / / // , , LINE W/ N. AMERICAN GREEN (S75) / t1\\1/ > / J < \ / J/ �( / / J / / / / � / / , / / / _ // / / // l l / 111 ///// / � , � O w a I \ - CLEAN WATER DIVERSION DITCH #2 / / \ I \ \ \ I \ I _ I I I / / , ) / L / r / / , ) / / I / / 1 f f,l j�rl I I _ / CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES \ 1 \ ^ �' , ^ \ � � � r � ! O' /�, / � ^ / \ \ ( / 1 \ / / r- I / ) / \- / ,\ � _ / / ' ` J // / l I � ' / i ( / / / / / / 1/ I I I ) I w ,vw ` � M ( / '� \ / /1 �/� 1 I \ / / - / / / / / ( 1 I ( <i 1 LINE W/ N. AMERICAN GREEN (S75) 2 \ _\ i \ '\ \ ^\ </ \ I J / 1\ ' \ / I 1 / _ 0 / / / / / / II 1t1 v v ( ! / / ) 33 _ , r _ / / / // r ^` ^ // , / I/ J , `) \ \�w w \t CLEAN WATER DIVERSION DITCH #3 ° J ' \ I 1 \ / / / / // / / / ' > I I I � !- s CWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES w ,� / EC101 c I LINE W/ N. AMERICAN GREEN S75 w o / l I ( 1 / / 5 \\\ \� // I \ CLEAN WATER DIVERSION DITCH #4 `` \ ( /r\ �J� w v v v t ,- \ \ \ \ \\ \ \ \ \ \ \ I 1 1 / \ ) - \ / / ' \ I ( ( / I / �/, _ / / / / `\ / \\� / / / / _ W W W W I CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES M 3 \ \ 1 \ , In 1 < / , (' I I I 1 I ) 1 ( l / / / / / /, /_/ '� �� / \\�\ r _ //// //�/ / / v w I I I a> Lc) ` \ ` ` l 1/�\ I Ln M \ c 1 \ �� < \\ I 1� _ J \ J I / ( \ \ ) 1 I / J I l ! / '\ 1�/ - _ , ' _ / / \- / / \\\�\\\( = J / ' I I /r / / \ J �� ^=� 1 LINE W/ N. AMERICAN GREEN (C125) I a \ � '\ � M\ ) ( 1 \ \ � • \ / � ` \ \ 1 t � / ! \ \ I ( 1 - JJ / / -I r / / /1\�\�`! r - _ /flll l ! r \ \ v� l0 N Q - \ \ ( J / 1 • 1 I , r �I ) ( 1 ( , \ \ 1 \ \ \ \ \ \ \ I I \ 1 r A- \ � I ' I f 1 \ t I \ `' II J - 1 \ / / / I \l \ ! \ � _ Y 11uj 1� 1 a� \ \1 \ M r \ ^/ / 1 \ \ \ 1 / _ / \ _ 1 I Q 1 _ \ \ _ ��, ` \ - ^ I I 1 \ \ \ \ ` \ \ \ \ \ \ �\ \ \ / f r - // � / / \\ \\ \\\\___^ ,ter I? I H z a / \ \ M \ J I \ l 1 \ .\ \ / \\\ / �- J Q \ / I l I \ l \ \ \ \ I / i315 - l _ / \\ \� \ \-_- / T JI , °o 330 \7 \ \ > \ l \ \ \ \ , � ' / / /� � � `- ) \ 1 1 \ \ \ \ ) /o \ \ - - 1 (` \ \ 1 I r 1 , , l \\ \ \ , \ \ ! / - , / � , � / / ool \�\\ � r lh 1 (n z \ \ \ - \ \ < \ - \ \ ✓ I �/ \ \ l ! \ ` ` \ _ \ _ � \ � < \ l \ / \ \\ � \ \ \ \ l \ ` \ \ � \\ \ \ \ l ) \ \ " r\O '/ F / / 1 \\ \2\ /ice / z � = m / __ r 1 0 \\ � 0. ) ( \ \ \\ \` \ \ \\ \ � � '- /i' 1 J , , I � w � oC J EC116 \ \ \ -� \ �. \ M \ S 1 \ ti \ \ \\ \ _ / / c \ o t 1 ) I ` \ I , \ \ \ \ \ I c \ \ \ \ \ \ TDD3A \ 1 \ \ 1 - \ / \ \ \ \ �� -tom-- \ `� I 1 1 \ \ \ / \ 1 \ \ \ \ I \ \ \ \ \ \ \ \ \ \\ \�� z W z a a \ \ � \ \ \ \ \ ^ 1 \ \ \ I \ \ \ a \ \ _\\ I 1 \� \ � \ \ -\ ` EC116 \ \ 0 11- \ \ \ < \ - \ � � \ r \ / 1 EC102 ) 1 ) \ / I ` \) 1 \ \ \ \ \ 3 305 J ~ O EC103 \ v \ l \ \ L EC101- \ l O I \ / ) 1 \ \ Q z J ' \ \ I \ \ \ \ Lu02 c \ \ u'S _ \\\ \ \\ )\ \ \\ �O \ / ' \\ EC113 \ \ Q I IIM/ @ / \ I f \ 2 o U O \ \ \ \ \ 1 \ \ \ ) 1 3 81 I I ti T ° \ \ � \ \ \ \ \ � < \ \ \\ SS 33 � \\ - \ \ i\ ^\ \ \ \ \ \ � - \ \ /� \ / 325 \ N \I \ \K? I I = z E � \ \ 1 \ \ \ \ 1 \ EC111 I �r I > \ J \ \ I l \ / 345 3/k0 fi_M Q C _ 0 \ \ \ \ - \ ) I \\ ( \ \ \ \ \ \ \ \ \ \ J , \ \ 335 330 25 _ O I—I \ \ \ CLASS A RIP RAP PAD (6.5'W X 12"T) \ �� 1 \ �� 3- / O = EC112 \ I \ - _ - 1 \ \ I I c�! �0 306 '' 0 Q (� I / \ \ , EXTEND TO BOTTOM OF SLOPE L l \ \ \ _ `�s\ - \ cl� to 1 i ) \� ) r�' EC102 \\ � �` \ \ \\ ` \ _ \ ) \ -\- / �,� I NII \ /rcN /1 M ( J /M/ _ 315 I OI „� �j 1 IFC� II�II I I w � '/''1r f a l m w \ \ \ \ I E C 101 `\ t , \ - - \ ' / M \ / `'' - 320 I f � 1 LL/ , I I r 0 Lr; t 1 \ \ ` _ \ M ,\� 1 \ \I--�/ -/ _�- \ 1 M. / - _ _ / \ / ) M Z �//1 11 o 0 N \ \ \ \ 1 \ EC110 \ I S- 11 1 Z I I ( LL.I U 1 \ O �( \ ! \ s 8 W \ /\ rM / 1 1 < (O �j 1 1 II j \ n ` �>\2 \ ^\ _�-- � )- l \ \ 00 ( � 7 J a 3 M ) \ \ - EC106 \ �� \ \ / / I S t 1 / �I I I II \t I I r / EC102 I U = / I It' \ \ N r l / I I \\ Q 7 .- M \ 1\ \ I\ 1 \ \ 1 EC103 _ \ °, ��6�\`r` j I- I /_�_��_ - I _ \ �'2 3�, 33 34p J \\ / I l /T`) ) I r �- U 1 O I t ! (v /� L t�i / / I ( 1 � / / O II EC103 , / / `� �/ / S l r r � I l I l / / � Q Y L IIII ;v ( \ \ r \ \\ \ \ 1 _L 335 - \ - 1 �—�, / / \ Y ° \EC113 \ \ \ \=��\ \ _�—t \ \ ( _ -l - 1 3 \�r \ ?-s �' 335 EC113 , In�3 /// / r \ \ \�,- - \ -/ I/ \ \\ TDD3B / / �� `sue- _ `� �S= \� ��- - / s / SCALE 1"=50' o EC116 — NORa 0 \ ' \ \ \ O \ \ — EC101 _ J 1 0 50, 100, o \ r \ rL , )� \ ` \ \ - V KNOW 811 BEFORE BELOW DIG. o \ \ ) \ \ \ \ I \ JOB NO. I \ ( \ \ \ rc 1 \ \ \ \ \ \ �t EC113 \ o \ ` \ J _ _ . \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ , � \ 1 \ ` \ � I : �\ EC102 Al o \I \\ \\ \ /\ \ \ \ 1 \ \ I I \ \ �- �� \� - • / \ _ cli \ \ ) \ \ \_ ,�,�� T _ \/ l �> \�` ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N cn \ l \ ) \\ \ — \ \ _ I� \. ) ) ` \1 ` \� _ \ . CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a co \ -- —�� '\ ) /I I SPECIFICATIONS, AND DETAILS m \ \ \ / r� i C5. 9 = E � — L �p ) //( // \ \ \ \ - r - / ' d 'J J � < - _ - - - _ / / (% / / � / `I I l ( PRELIMINARY NOT RELEASED . ///// - 11 \ \ r - i � zoo \ _ ( /° , \ \ _ \ _ - - _ _ - \ / ( J \ � / _� \ ( I I I \ I � I / / EROSION CONTROL PLAN - PHASE II KEYNOTES FOR CONSTRUCTION `, \ \ \ I D I I ) 0 ) ( - - - \ t I \ - I \ - _/ I I \ j N / \ J EROSION CONTROL LEGEND NUMBER DESCRIPTION _�, \ I \` - - I \� J 1 ( o ( \ - - _ - r \ _ v v l �' r / I / \ / / I I I I \\\'\ CgRo/// �� I / 5 \ - \ - _ J v ( _\ ( \0 \ - _ / / ( l I- / � /- r,- ( ` J /_ ( ` \- / � I I EC101 LIMITS OF DISTURBANCE \\\\ � /i/� J ` k� - , __1 - / / / I � \ o \ \ - 2j5 - I _ _ (_ n / - I .I-> \ �• ` ,, \ \ ` 1 \ _ 1 \ r (1 l (I / EC102 SILT FENCE; REFER TO DETAIL (TYP). ��oFESS/0 '; r \ \ \ \ ( � 1 1 ) N I \ 1 / ( - \ \ \ 1\ \ \ - \ - J - ' /" \ \ o o > \ - \ \ L� j(\. ^ Or �, I ` �' > ( O ) / 1 LOD— LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) _ Q1 _ `� \ ( / L N\/ \ \ v I L ^ N ° \ / \-` / - / / �\ I \ 1. � 1 �` I ( _ \ I O�� \ I ) I EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL TYP. - SEAL - \ , \ / d� \^ \ ( \ ! - / -\ - I \- ° \\ ` - - ,\� / 1 \ 1 - 3 ( , -/ 7 (, ( / I 1 / I / 1 I SF SF SF SILT FENCE EC106 CLASS A RIP RAP DISSIPATER PAD 4'W X 5'L X 12"D = 0 5 1 1 ✓ �\ \ l / O / / / /_ / / - - ( \ 1 ( - - I / EC110 6 HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN ONE w w v \ \ �) v v w ! - \ \ ) , -� l - / I I ( ( / \ \ W W �\ \ I I� W W (� o ! / I ( 7 0 > \ / \ POROUS BAFFLE �/ �I\` / 1 ) / 1 ) / / / / - / I ( EC111 3 POROUS BAFFLES /i/ �(\� \\\ WW \ \ \ \ I I / QP \ / \` W rWS W �� /I / L\ I ( (\ �a+ *,k * * * I ` l O / / / I I / ( Na / / \ I /// W. V \\\ \\ I / 1 \ - - = I I / SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER I ///II1 1 111\\\ _ W- '`r�W (/( �� \ \ I \ r o vW vW vW v�(vW vW vW v \ \ o o J r I \ / / / TEMPORARY DIVERSION DITCH EC112 \\\ W �W) \ \ \�\ \ (, 'k W,W W W W W W � W W W W W \ o / - / � _ ` Imo\ / , / ► \ \-I \ < / (\ / ( ( !/ / / I / OR 50 MIL HEAVY DUTY SILVER TARP 03/2 12024 1 W�W( \ \ W W 4 W I y W W W W W W W W W W ^L = < < _ _ / _ I \ Y ) / I om__Dm__Nm__Do__Iw__I0__10__10--10--10--I CLEAN WATER DIVERSION DITCH EC113 3:1 SIDE SLOPE\ >) / * w w w w - / I ) v v v v v v v v v v v v v v v v/w v a v ' �-�J -_\> �)(1 I��r J - \ l / ) ) w—.v w I w \ — v w v W v wJ v v v v v yI v v .v w�v —, _ � — ! f n v � / \ � \ � � \ \ I / I '/ -Y W �Y I \ /� � W .v W Y �Y W w W .v W vf. V" W � a �Y W / r S r/ / ( \` _ \\ \ �• - \ I \ \ �\'1 \ < ( / \\\ + 4. .y 44, J 1 �\�,, \ d.-.lip / / \_ / r - - , ,_ \\ _ - ) ► /�� ` \ \ 1 EC114 40LF OF 18" TEMPORARY RCP (� ) ( �t9 vy`v'�v 41 4_+ 0� \ - \, I r %� � \, � - _ ��\ / / - f -_ _ " \ \ / \ \ I I ® SILT FENCE STONE OUTLET �Y �Y �Y V✓ �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �\\\ w Iy w .v - \ _ \ v v v v v v a w W * wow A a\w w W \ - - / / =\\ \ T \\\ _ - = -1 / ( \ \ \ '� 1 l 1lk + lk + + * + 4, �1+ v v, + � * + + . /Of _ - - \ � - � `� - - / r � \ - _ \ - � /� \ I 1 J EC115 TEMPORARY TIMBER MATS E _- , > �\ L - - J \ \\\ \ ti �\ v v ( 11 I I- / v v�v v v v v�v v v�a> vW vW v vW/vW v v / /0�, ) - - - \ / / ) \ -'3 c - / ` / J / \ - / \ ( / I I \ ( / u J J 11 \\\ '" W Wi W �f / \ \ I W W W W W W W - - 1 <- = \ - - _- / -/ / ) ) I ^ CHECK DAM EC116 CHECK DAM (TYP.) I \\ w w w v w 1 1 w w w w w w w w �w w y� w w w w / / ✓ �J / \ / �- --- / - I \ I I C 6 Ln Q Q \ l \\\ 1 vW v�vW vW I /( I ► 1 W�vWwW v� W vWWWwW v w�v�WW vWWW / / �( I- -- _ "21 / \ `\,v� ( I - - \� r/ / / � - /� ) \ 1 1 ( J PERMANENT DITCH RIP RAP DISSIPATION PAD. REFER TO � o �_ �_ \ \\ ) �Y 'Y W �D` I 1 \ \ W .v W .v W W W .v W Y W W / ,0 / / ' \ I \ ^ 4- �_ J / / I ( W W W W 1 / / / ^ ` r \ I - ` / \ / - ) I I ( I ( EC117 GRADING PLAN FOR SIZING. IN E Q 1 ) l w w./Y .v *+w ) ` \ \ \) T vW vW vW vWwW vW v vW vW vW vW r / / / - ( \ r _ v \ _ \ > ) I I ) I / W,,� .G .v .v .v 1 ) W .v W ry WtW W�v W 1 .� / / / °_ ' , \ / -1 I ) \ / ,. � \ J �v \ / 1 \ CONSTRUCTION ENTRANCE c! .E m m I- \ ( ( / / l) v 'vv`vvWVWVWv� 1 ( I �( r vWVWv vLv—v v v�vWi yw - / /~ b / - - / , - - \ /\ / / 7 � 1 \ - ' I I SKIMMER SEDIMENT BASIN #1 w z �_ \o) ) )\/ �\� v � 1 W W W + W .4 W / / °' _ - \ \ - / I /( J l ./ J / \ .) � DRAINAGE AREA=3.37 AC; DIST AREA=3.37 AC � � � � � � �) it) vµ� w vww (v ))11 II N v wlrw� .k_w v � / / o J / r \ I / - / 1 - \ (� / / I \ Ankk b 1 1 )(t \ cfl w\y ,r\w W W * I I1 \� W WSW /�, W / 1 ) / - \ ^ / - - \ _ \ \ \ / ) < \ I ( TEMPORARY INLET PROTECTION REQ'D SURFACE AREA=3,435 SF; REQ'D STORAGE=6,066 CF Q .�,- � O O 00 LVv v v v v v 41 1 1I \� v y v (v w v v v I \ / 10 , / / I � ) L / 1\ ) _ \ � l / a� z Z Z � IOI I 1 \\ ,W vWvW vylrW vW vW� ( I I I I W vW vWwW vWdW/vW vW / / .!\, o / / , I / � - \ \ / 1 _ ) - - ) ( \ _ I ^ ( / I \ ( I PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF LU W f6 , ( v v v v w v \ - w v v v v / / \ J / � I / ) I 1 I I I SSB1 w \) I / / /� J \ \ wU � N O I I 'II I \� W W `/i ) (I > Y/� �/rr. * I / / ^! _0 / I I) _ / _ / / ^ \ \ \ / / OR EQUIVALENT SURFACE AREA &VOLUME °C i - H Q Q O N / W �Y WY W W �Y LO ' \ L W W �l✓W� I / / / - / ✓ - J J ( ) Q CO �/ 1 1// \(\ * + WWWwWj WWW ,1�1 N /WwWwWwWW/Ww/W� 1 / l / / EC103/ r �/ / \ \ - \\ y _ _ _ -\ I I` / / / 1 / / \ r jc ( / / l \ < CONCRETE WASHOUT PROVIDE 2" SKIMMER W/ 1.5" DIA. ORIFICE ON w " �" M - C) 0 , / / /// v v v -a v v i I v v v v- / l I I / °/ / ^✓ ' \ - - �- _\ \ // l - I r I / \ c O oO � Z Z Z e__ � � 6 � / -k � 1 / as 1 _ / / ) \ I / <. ly ( - / / J \ ) I 4'X4'X1'D CLASS B PAD; TETHER TO BERM _ v / ) (( / // vW vW v�v�vW vW vW.vW , bl I + r / W vWq, 1v ( I ) J 0 / / / ' / / \ l /� - NJ \ \ ) \ / / \ / (D N � 0 (n O O O I I / O / � I INV=305.00 z w � F_ o I \ v v v v v� v v v r II I I v v / ) / �\ / /0 / i N ry $5 I / O I \Z\ w rn // ( �W�'. �� I I ( I I�jl I c ` / J , \ ( �( / ' / / s I \ l 2 \ / / I ,/ a, , ROCK PIPE INLET PROTECTION TEMP. DIVERSION DITCH #1C � `� x U U z ( )+ .%� * * * * * /( I I / W ` - / / \ / r) ) - ` CLASS B RIP RAP PAD I \ / I N/ I / 1 cv Q a -a Q z O /� I / \ I P ) - r \ > - - 0 3) TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES LL 0Y 0Y - , \ � � v v v ) � I) / � WW / / / / I o / / \ \� -\ (15.0LX10.0WX18T) / / _ ' < - I / ) / ) - - I / > o' o O v) ( / I I r* 'kW+ 'k WWWYWYW I >I f) W� W / / J/ / 1 J / / �` I / / / p ' ` / ) J - - ( t, \ 5 1:1SKIMMER LINE W/ N. AMERICAN GREEN (C125) o' c~i) � O v W W W 4 W W y I I tfl�,v *w / / O > / \ _ - I / / J \ T � Z Z IY / I W�WWW WWWW WWWWW>r l\�I % �w�,W / / r < / \ � � \ � EC101 / ( / � ! / J (\ \ 1 TEMP. DIVERSION DITCH #1D = � > O O LLI / / / - J / O \ - - ' / ' \ � .s � LU U v C) / I �I WWWWW I I / \ \ \ /( EC103 / /^`y `- ' ( _ - _ O / / TDD1 D USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES / I I YW Y Y Y Y�Y YW Y y v v II (� / < / N ( / \ - - I ) J \ \ / I 1 \ •1 < - J 1 / / ,/ J / / / H � t] p W w v w "' v�v o ( / I I / I /'> / L\ (_ > ) \ / / ) ( / / LINE W/ N. AMERICAN GREEN (S75) o IY IY 0 \ / v v v v v v 1 it / / I J / \ / I / / / / / / / / q rn (� v w w v - v I v w -W- L l l / J I 1' I` / \ 00 - I / \ \ / ( / ( ! I / ( I I / / / l / / / , � -i Q O ) I / .v .v II�\ ' \ I / I / I c\I � / ( / / / , I / / _ SKIMMER SEDIMENT BASIN #2 z a W y W y�W W 1 I ' ( ( 1 I r / r l' N \ i ' \ / J �,* � / / /\ - ` ( I / / // /f ` ) 1 / / I ' / / ' / DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC z z I ( W v"�Ww wWwWwWWWW I/ I /II ( \ I I f I / I \ ' , \/ i (� 1\ / \\ 9O / / J /1 I J \ v I ( / ( // / J I ` / / \ ) r i / / / w Q Q Cn v v �°v j I / ) > I / )O I / S / ( a0 / \) > /1*\v- \ 1 / / I / / / J / / I \ / - / / , / , /i O W W W W W W W W � I / _ REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF U) U) W W W W W W y W )1 // I / _N I -� \ ti \ l l \ ' _- I < \ /- / / ` / I / 1 /i / / � l I I / I I / / / PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CIF ~ 0 \ w w v v W v\W v I v ( 1 v v l N I l N \ � f \ / l_` — , J / ( / / I I ( / / / �', SSB2 C/) z vW VW'-w aW aW�W v/ w ( I I / � % / / / I I l -� / / \ - l \ - I I / / / / / \ / ( )I / 14, +tom W W .* \I I -4 � / of \ / / I / / � \ ! ` \ �/ / / ( / / \ / / / / / / / / / OR EQUIVALENT SURFACE AREA&VOLUME Lf) � "' W W W W 1 y�W W I 1 II 1 1 / 0 I- - I - \ / / /\ ( I ) / I ) l \ l h 1 / / / / ( / PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON \ \ v v w w w w w w I �,`; 1\ l 4, 'k + I ) I I \ O ' I L O \ 1 ` / \ / _ I \ ) I / / / 1 I / 4' � 4' >Z 4, 4, l 1k 41 I ( - - J - O \ / / I / ") /I W W W W W W W W 1 I ' / / ' °° I \- / _ J / O \ / \ / / / I \ \ I 1 \ / / / / / / 4 X4 X1 D CLASS B PAD; TETHER TO BERMpI l / v I / p ( , ,N - ) , ( / \ I I ( I ( ) ( ) I / ! O \ 1l wWWW WwywWwywWwWW / / W W I I / -/ l ( / J / \ / / / /`�% 1 I I I ' .� .� .��.� \ / 1 \ P I I - G ,\ CWDD4 \ \ \ \ ) ( f / - I I / I / / / INV=272.00 (D z / / *k YWW WW YW W YWWW YW I 1 I / W�W� W I 1 / o I ( r - I \ \ l\ / e U( I, (/ \� ( / \ \ 1 \ , 1 1 ( \ \ I ( I / I 1 I / 1 / 1 / 1 / TEMP. DIVERSION DITCH #2A v v v v v v v v I / I', I - \ / - - _ ` - - I I \ 1 I ( / I / f > 1 I- + ., � \ I I 1 / * -k +�41 I \ oI ^ ./ ` = / -J J ` � - I ( \ \ ( ( 1 / ( / / / TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES o w 'Y W �Y W Y W �Y W W / W W I ) I I / \ 1 \ /^ i \ L (.0 l L) \ \ / ) / l Il ) I 1 / l I 1 I / \ 1 �WWWW-WW �W�- I I + I I I \ W v�vI f I d 1 / \ / 1 \- `\ \ > I / / / l ) / 11 � ' \ ( I �— I \ 1 / \ \ / / I ( 1 ( ( / / / / / LINE W/ CLASS B RIP RAP (18" THICK) � 1 ( / / I I \ �'l* I / / / ) / / \ 6 / \ 'V\4 - \ 1 _ I I 1 / I / / / � / � c� � � v y r W J Ir / / / / 1 ( �. W W .� . .�. . . / I �, �, �, ,� \ .. I / r 1 \ ) /� '� > � / - � ( ( I / / / / / / SKIMMER SEDIMENT BASIN #3 v v v v v v v v l 11 .v v v v ( ! I 1 \ / 6 -• / /\ IN / / ( \ I l ( I I / ( \ / / / / / I / / w N N N / " �W W W W I EC103 \ �1 ( I / / / - ) `• � o ) I - \ l 0 / J / / \ / 1 J I l DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC > w o 0 0 I I w- w v v v v w I 1 / w v v w 1 1 1 ( \ ( v I / \ / ) , / \ ( ( / 0 � / ( / / w CNi cNi cNi 4. v .v v w w v )I r I v v v v 1 I / l \ \ ' I \ - \ I I / I / / / / I ) (r � * 1k - 1 I I I lI i1 7 \ / L. - \ \ <O \ > I I / / / / O / / / REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF Ln / I I /4) I I I o / I Ln \_ I - J \ D - i\ � I I \ 1 / / r / �\ ) T Q IW\'k .v W W Y W W .v WI 1 I I I\ 279 / -1 / \ O 1 > I / / / / / / / n) / I ( / / / , , U p - o - \ I �� 'y * + W ,v W / I I I I I so I ) I I I o I \ N \ I \ r_ \ 1 - - �\ I / I \ ( / / / PROV D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF vIW �,� wwww I //Ny v v vrs l S ,_ 1 ' - ^ � / l / / / / / / / SSB3 moo I \ W W�\ WWV,k+ 41 / I I P� I W W W . I I Io( I - l 8p / ' r - - - / / \ �\ ) \ I \ 1 \ I( / I / ) I / / / / / / / / / / / / / / (OR EQUIVALENT SURFACE AREA &VOLUME) z IY�W �Y �Y .v W I l l W W ,I W \ I EC101 / \ - \ \ / \ \ C\ - \ ) ) 1 / / / / I / I I a �� / I I / ( W W \��o \ \ 1 / \_ _ / _I , / \ ) 11 1 /) / / / / / / / / // ` / / / // -/ / / / PROVIDE 1.5" SKIMMER W/ 1.5" DIA. ORIFICE ON \ .\* N, w w w w .v I / WSW W� \J \ ) - \ ✓ \ \ / �\ � _ - \ l ) l ) / / / / / / / c!) DATE 1 41 �W�W�W��W� l 1 ) I // 111 1 � ,�.1-�, - \ \ ( \ EC102 _, 4 O \ - ^- \ _ / � , ��O , I _ I 1 1 I l I I l / / / / / / / / /r ( / // / / /' ' 4'X4'X1'D CLASS B PAD; TETHER TO BERM � ) ` v v v v v \ / l l I l l 1 v v v I \ __ _ 280 \ / \ / ( / I I 1 / / / / ) I ��\ / / / ( ( 1 J �Ir 1 Z\_ T \ C�;-/ - -� ' \ N J, \ ' I I 1 I I ( / / / / / / / / / / J / / ( INV=312.00' 12/15/2023 ( 1 w W v w w 1 ( II I w w wEC101 _ \ �- _ ,\ ( I ,/ / I 1 / / / / / W�-X- - 1 ( ( I I \\ \ 2S� \ \ - CLASS B RIP RAP PAD 10.25 W X 18 T / \ / I I r / / / / / / � / , / TEMP. DIVERSION DITCH #3A o / > ).� �. .� �.� II I I 1 11 I ) �WWW�YW ( \ \ n \ `_ \ ✓� `lS0 � ( ) ) / ) ) � I I 1 / / / ( / / J / / / / � ( �W *�*-' - W 1 I' I( ( W r )k EC113 _ I ) \ \ - EXTEND TO BOTTOM OF SLOPE /,W / /// J /( I I I / / / / ( ( / / / , / / TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DRAWN BY \ � \ / / / / / , * I I I I ( I I \ 279 _ 1 _ - > A / r - / / / / �/ / / / / / / / / / / / / 332 - - \ \ ° - _ _ - ?80 _ \ _ 1 I O� / / J / / / / / / / / // LINE W/ N. AMERICAN GREEN C125 \ \ l E C 10 5 ( / / / ( ) I \ W aW aWwW v� aW aWwW v I / // 1 I 1 - -� 1 \ ) i \ 0 275 _ _ . �O ` ) ' -- (` i ' I f / ) J ( l / I / / / " / / / / / a / TEMP. DIVERSION DITCH #3B v v v�'� v v 1 / l / I \ - o-O-o - \ 8 - \ s f / / / w, l J / / / / / / ( ( v v v v v v l l l l fi \ \ \ \ \ \ �/. \ / \ \ /r \ // \ / / ( ( / / / / / / / / / / / / I'' 7W W W W ) / \ \ \\ - \ ) - - 272 \ ) - - - ( 1 \ \ , / / / / / - / / / - / / TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES (® / / I n \ o \ '�' 3 - \\ 1 _ \ ( I \\ T , I ( / / / / / ( / / f / DESIGNED BY / v v�� v v v r v / 11 / S - 1 / I / / / / y w�w�w ��** * %I, / / I / A 1 I/ ,\ ° \ v " \ v 275 ` v v ?\ � 1 - - - ' - ( \\ I \ I - I `7 \ v / / / / ' / ( / / / / ( ) / / � / / LINE W/ N. AMERICAN GREEN S75 • / lI �l I - -. \ _ 80 , / I \ \ t, � \ l / I ( / / / / / / 332 ' �/ / ` \ \ - _ - - \ \ \_ ) - ' \ I I l / \ ) \ I / I ( ( ( I ( I / // / / / // / / / / / / SKIMMER SEDIMENT BASIN #4 / / v'kvW vWwW vW.vW vW / l l l 1 ( • \ \ _ / -Z-N� \ a - � '\ \ \ - / ( ' \ \ / i / / / • *J � * / ) i / _ ' p - \ I 1 / \ ) / =.. I I / / I 1 / / / / / / / / / / / / DRAINAGE AREA=6.17 AC; DIST AREA=5.31 ACv v v v v / I \ \\O—I I O \ / � \ / / I / J f /V \ / l / / / \\,. / - TDD2A , , - 1 / , / \ 1 \ / // �\ I I I / / , / / / / / 0 / W W W / / // /6 I I I / / � r \\ \1 EC103 / ?> �ry\ \ / I / / , I I EC116 / / / / / / / / / / / / /3`� / REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF • CHECKED BY 1 �W�W�W 1 1 / 11 l / I \ f / 4 -1 / S / ( I ! N ( / / = i-( I I / / / I / > / f / / • I 1 / J / / / - ( / / / / / PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CIF R. BAKER W W / / �� - ) ) /L / / ?�2 / ` 2g5 / I / / i / / /, O \ CWDD4 \ \ I I / / / / / / ' / SSB4 OR EQUIVALENT SURFACE AREA &VOLUME \ D / / / / / / \ \ \ \ / �� _ J �\ // ' /\. J - / \ / / r �/ / \ 1 ) / 1 I 1 / / / V/ / I \ h /� / / � / / / / / ' - I I / / / ) / / / PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON / ) , , / / I , I 1 / -J _ - N//h \ /> \ ' / / J �j // ( ' J �\ 1 \ 1) I / % /) l // // // /' l / (/ / // 4'X4'X1'D CLASS B PAD; TETHER TO BERM • SCALE / \ ^ - mod, /� / / - / - / / J I 1 / I / I 1 1 / INV=327.00 \\// / /�// / I/11 / / EC106 �1 (. �O �cI / - / / - . / - '/ / 1 / / / �; o ) / / //' / � �� I l � o 0 0-6 �J � ( ( � S / , / /� � J / /�!/ / ' / ��O\ I I ) M I I I l / / I � / l I/ l I • AS NOTED / \ !t 1 / 6 _ _ , EC110 V N < / - / / / '- >>- / / - . /v' ! ( J / I / �� ( /\ / ) ) I \ o) / -� ( / b _ / / // _ 0 - ) / / / , \ \ I I I \ f / / / / ( / ■ / TEMP. DIVERSION DITCH #4B \ I I �� EC103 . / O / ,� / / 9 / / I I 1 / / / I \ � / ,N \\ ! Io I ) / _ _ -2 / > / / / ?i / / / / / / J l ( ) ( ) I of I / / / f / / / ( I TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES ( _1 ( / - ' rn / / \\ J / - e I / / ' / / / / ' 1 1 \ � / / � / I / h / / / \ LINE W/ N. AMERICAN GREEN (S75) A; (. \ \ I ( A ( ( \ I 1°1 \ p EC112 - - r / \ ' - / / / / / / / / / / / / ' ' / N i - - `` ) I \ J M / / ^ ( l l \ I y ( / / (� EC113 / 0 I *j I \ \ > I/ I I r ") I I / \ M� 1 / TEMP. DIVERSION DITCH #4C /\ O /(/\ V \ Is I/ \ I I ` \ <` I\� l of / I 1 / ( r / / ' / -1 / ,% / 0 J -g0 _ / \ \ 1 EC 101 ) I I ( 1 \ \� t\ I 1 I / / / - / /\288� �/ \(\[ �� / / / � ' ' - �,�� I \ \ \ \ \ 1 / / I ( I TDD4C USE 0.5' BOTTOM WIDTH 1.50' DEEP W/3.1 SIDES / r / \ \ ) \ \ \ W \ \ \ 9 _- (�'\ / I 1 ( �` _ / - 11 / / J - \LQ�� I LOD / T I LINE W/CLASS B RIP RAP (18" THICK) I l if ' \/ / \ \ 1 °I I I C >(3^ - \- 'ter- / / IL \ I \ / o� f / ,III ) \\ `90 ��r / - �--� \ \ \ \ \ I 44- 1 I LOD �\ CLEAN WATER DIVERSION DITCH #1 Ln ( ) r S / I 1 \ / / ( { p - _ / -/ - - - r - l \ \111- \ - _ y__ CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES l /11� I\\ \ ( \ / , \/ \/ � ) / )" \\ \\ \ ( LL - < - / O �ti°' 290 NJ 315 �(-_ ��\\ \J 1 1 / \ P 1 > \ � -275 1 / / / / O ?8 _ 320 1-, LINE W/ N. AMERICAN GREEN (S75) O o I _ \ ' ` ice _ _ \ \ W /11 ( to \ ( ( / S / 8' \\� -/ - \ �^=/ � -1 W \ \ \\ �'\ ) I \ c�,�` < � / ' / `b •� / �\ 29`5 - 300 � ' 305 310 315 CLEAN WATER DIVERSION DITCH #2 \,n \ (I t. 1 ( \\ ( \q \ C / ' EC111 ) 1 / / k / / �"' / / I CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES �} I \ t. \ W \ (�-, \\ / v J / ( l / \ \ / _,l / �� W O / I - / ^ ( V � I \ \ / )/ ) \ J \ I \ \ b) \ ( SSB2 � 1 - I EC101 / / __y / / rn O/ -M - - / 8 Woo a _J ^a' p LINE W/ N. AMERICAN GREEN (S75) \\v� r ` , ( lI I / ) � \o \ - / I I I / ( / / S -_ N L �'? __ _f _ _ /_ _ �/ � CLEAN WATER DIVERSION DITCH #3 W 0 `> \° \� -\\ �l> \ N (� r \ \ \ \ \ I ( \ \ ! I / ( ) I / / / - \ CWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES - , / J ) \> \- - -\\/ \ ` 1 I 1 \ - / J I / \ I I / / / I\29p l ( / / ' - ' / / / / LU 1 > `L LINE W/ N. AMERICAN GREEN S75 = o I I/ -) r'>\1 �\� � .4,.4, � \I ( \ I I q / I 1 \ 1 \ \ / ` I I \ / / / / / / / ( ) a) I \\ \\ v - / \ / O I / / QO I / 0 ( - / I -> � d \ \ PI ) I I \ \ \ \ I \ / ( - ( J / I ( / O \ CLEAN WATER DIVERSION DITCH #4 -- I I / ' r( � I P \ I L- \ \ N ( / / - -- / r - - \� W W � ) \ ^ \ I \ \ V / ) r / - 3.1__5 CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES N (� \ \ - - I I I 1\ s/ A * I 1 y J � \ / f I \ 1 ) ( / / - 295 \ 1 Z I � 1 9/ 11 t d I I I 1 / / -_-- __ 310- a) ( ( ( I ) \ I( ° ),� I / ( / / \ ( \ 1 1 w 1 / 30p 305 _ - -15 LINE W/ N. AMERICAN GREEN (C125) Ln I Q \ ` / \ \ I I \ w � v v N* /W v v \ I I b 1 / '\ \\ J \ \ I l \> I I I ( I o / / I 3 320 \/ \ � % ((x 'k �W 'k �W-W W \ 1 1 I oI I 1 \ ) ' I \ \ -1 / 1 / N / I / / �— L(/jO / - , / / / , / ) � N Q \ ( \\ \ �/ W�W�ywW�W I 1 /� J ( ( < J / I I I \ I I r f I , � I I / / / / t0 L 1 \ - / //r _\ ( � o/ / ) 1 \ \ \ \ I ) \ \ r I I / / / LtO D �� D / J '� - w o \ — /TJ /'/ 1 WW�1 yWWWWWW I I ( b I ( / -) \ \ \ \ I ( ( \ ) I \ 7 I I ( ) I l l I ) / / J / L(JD / �E!�l ' / / n / ( ) / - / - � I 0 \ /�/3&V \/-; _ / V / /\ J / /( \ti J / w h W* 4, / / ) )�) f I I - \ / 1 \ , 1 \ \ \ 1 I I I ( I 1 / / I I / / / / I I I ) NO / / / / / / / , J / �..� J \��j/ -� ,,;: \ \ ( r /j ('�/ ' / / � � � � � � I I °I I \J -_� \ \J\ ( , 1 \ \ Imo, I 1 ) / 1 ) I / I ( O / I \ `-) ( I d _`3 ' 13 / ( / / / EC101 / ■ \1 / Q Q 1 ) ) //// �% + // , + III l \ \\ I \ I I I \) lI \ ) / // �\/ -J / / O z \) 1 // / .� w w w * I 1�I I '� <\ \ I I I I 1 \ ) I 1 I I / I N I I / I co•) 1 ( , I / / / / y� // / / ' / / 1_- Q \ \\ / / / // `/ - v v v v v v W (� IQ I / \ _ ( I I \ \ \ 1 I I \ I , 1 / I ( I I I 1 I I I I I ( I / / / ( / / �/ / / / / � / � 5 / / Z o f- � \ // J.�� 11 w v v v W i v I I l ( / / ) \ ` I I \ ( \ I I I ) / / / / , / "/' - , \ \�� / w v v v v v w ) / \ 1 \ \ l 1 \ \ 1 \ I ) I / / / 3 / / / r / v v / / I � - \ \ \ 1 I I I \ � / / / / cz /� ()� \ - �// / v v p v v v v vld 1 1 \ ' \ \ \ / \ \ \ \ ` I \ \ I \ I / / / / / J / / / i / \ 4"k -k 1wWwW vWwyWW�f I OI \ \J / ( I ( \ \ ) I 1\ \ \ I ( I 1 I I \ / ' / J ) / / / / - - f 7 � U z -o r .v w W �. w w w I ) �' \ C ( / I \ \ > 1 I I / I / / / / - �� _ / / v �y v v v v w v) I I d \ Q ) ` L \ ( \ \ \ I \ ( I I I I / 1 I > \ , / I / / / // J Ln � I I � a3 CC, / - / / / W W .p 41 *0� 1. W I \ / \ /I \ \\ \ 1 \1 \ \ I ( \\ II / I 1 / / / // /_ I w I_ �\ /��'-_'-_�� ( w w W w w w W W \\ ` I \ ( \ ( \ \ \ I I f ) / - / `m �'_ " I I ) o- w o- w Id ( � k \ ) / ( ( / / I I \ ) ) \ \ \ \ \ \ \ \ I N 1 ( I I / / / / / /^ / / U U / / J o- N \ W W W W W Y W Y Y W I I b \ J \ ` '_ I I / I - O r � l 7 o \ v I> - Cfl I v v w v W v Q v w v� \ \ J I- \ t ) I I / - \\ _ \ / 1 I / - l / w w / L z a o _/ J �/ \ \ 1 I 1 I 1 ( / / � / U =_ Y h .v W .v W .v .v .v .v .v .v I \ \ L\ \ / 1 ( \ ) 1 \ / \ \ l I \ l 1 l I I I I ( / / / O J I--I 0 / (\/ w vw v v .� * vwvl \ I \\0 \ \ _ / / 1 1 - J ) )I $-- ( I \ � \ \ \ �\ \ v/ =� \ _ J / / I / 1 I I ( / / / � ( / z_ z_ J H� o / w v v v v v v v v v \ \ / ') \ \ \ N J1 1 l \ / I I \ ( I / / / / I � '! 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I _ o / / I I / �\/ / , - , \ ( \ I ^ 17 I LOD LIMITS OF DISTURBANCE ( ) Q� \ \ \ \ � \ \ I J ` / , / - - - , - - / - / \' / // I M ( \111 IIJ ' \ / I / / / / / J / ^ " _ - / I I\ \\�\ \ /,mot/ II EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) = SEAL = \ \ � \ - \ / , /� J \ / 1 ! / - / / / 1 \ \ %/ /III- 1 / I / r _ _ \ I t\I \ ( 1 - 5 \ \ , \ \ 11 , v ——J� / _ I- / f I /f I I J , 1 \/J A I 1 SF SF SF SILT FENCE EC106 CLASS A RIP RAP DISSIPATER PAD 4'W X 5'L X 12"D - _ \ \ - / ^1 \ / / - / / / / - / � II ", 1- 1 (\\) , t / I \ s ( \ / I ( 11j l 1 ( ) , \ \ \ \ - ( \ 1 %— ` - - - J ( / / /I f I I- Itl J�Q I, I I 1 I 1 \ )11 i _ - J EC110 6" HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN � / F �� \ \ \ \ \ � -\ -\ \/ -I I �� / / -\ � _ - \ ` ^ - � / / I / f / g132> \ ,p I I, I I 1 I — /1 I , 1 ) tli / / GINS � / \ \ \ � / \� ,, I� 1 I 1 1 POROUS BAFFLE ', �,\` \ ' - `- / _ - l / ' l / 11/( I( t \cs I \ I I I \ 1 _ - _ , I t\/\ 1 ► 11 I ( I\ v r EC111 3 POROUS BAFFLES /i, Q $�� \\\ \ \ \ \ ` I \` �- // - - - _ � % - lam / /� ' , / I / I,I \\ \\ 1 \ I I \ I I \ 1 \ 1 Ill1 \ 1 $ //I W. b \\\ \ \ ( - _ - _ L \ - - /- II \ I o I \ ( / \ I I �l\ l 1\ 1 ( SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER /////II Ills\\\ / I \ \ _ \ - . _ _ / - - / _ , I / , , 1\\ \ I M I I ( , / `, , J ,,,/ >, _ TEMPORARY DIVERSION DITCH EC112 J \ \ \ \ \ - - _ 1 / - \ >_ '30 v / _ , _/ / / / \ IIJ/\ 1\�, I I ( \ \ \ M 1 I I ( \ I \ I J \ ( t \ ( , 1 - OR 50 MIL HEAVY DUTY SILVER TARP r \ � I \ \ > \ . - ' '\ _ � - - - - � \ - , r / I t JS r 1 l \ ` 1 \ \ ' \ l \l\\\ l \ 1 ( �� 03/Z�ZOZ�f /' / f t \ \ 1 \ _ J ' T\ I /\ "\-" - - - - ' - - � \ ` r \ - - -. _ � ' _ / - / ' / 1 / -^JIl Ii, \J\ I ( / \ I \ \\ \\ \ I\ \ \ \\ � \ I ' `�Ql\I/ /, I \/\ ►--►--►--►--►--►--►--►--►--►--I CLEAN WATER DIVERSION DITCH EC113 3:1 SIDE SLOPE / ` \ \ \ I I `- s �/__ \ \ / I ,- - / / / / % ,=J///// ( � 1, \ \ 1 \ I L % �/-� I ` EC114 40LF OF 18" TEMPORARY RCP / �, \ - / \ — \ I ' - - \ - ` _ _ - - _ � - / - ' / / r ,/ //l(\ \ ( \ I I r \ \ I ` I I G1 I Il > `� / \ 1 �i > -/ - I ( / / - \ - / - ,- / I%_�J \ / I \ l l \ 4 I( (` �l4 Ir _ J ® SILT FENCE STONE Ob'T'CET 1- 11 , C' ////j-- -` / ► I 1 ! \ )) \ ( ( \ / \ 1 l\ll JI / EC115 TEMPORARY TIMBER MATS E \ \ \ / / \ - I / / ///flr \ _ I /, L 1 1 I \ \ I \ \ \ / , , _/ I l I I J J _ / / �_ / — /\ _ / / - ✓ \ 1 1 \ IIII '� '4 C K DAM EC116 CHECK DAM (TYP.) ,� Q / - v \ i \ / i/ /// -, / _, �. /- _ _ / / 1 / \ 1 / / l / \ \ 133 \\ I c S / I I 111 1\ / EC117 PERMANENT DITCH RIP RAP DISSIPATION PAD. 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ORIFICE ON w 0 o M a O O / (1 I I 1, - / / � _ j I - ,C ( / / ( \ \ \ 1 I 1 l \ I— 1, \ M a - / // L ' - - ' 11 \ / ' r '/'_//' / -- ` ' > / / / l I c 'l I 1,I)1) 1 / I 4'X4'X1'D CLASS B PAD; TETHER TO BERM a = 00 U Z z Z / l� /1\Ill\ \ I \ / , - , � / - / / - - ^_�/ - f / /� /= / l/f - - 1 l I rl \\,\",( 1 � c7 0, U0 0 0 0 ' , / \ l \ / / ) I- —. — \ t / \ — _\- - / _ — / /ii : /—_/ r J / — — \ — r II r 1 I\ CAN } \ r I \ /l ( I > ` \ I I I I a� / l\ll 111 \ - - - �-/ - / /r S / - _ t r'/ -/\l �r / / 1 i EC102 J Z/ I\1 , \\`l t , I INV=305.00 z w U ( \\ 1 l l JI \ \ L \ / � _ ram - / / /i/i// --, _ /, / / - \ _ i ( / \ I / / f ,\ / I' 1 ( \\ 1 1 \l I l - � � _ / JlJ /ir( \ \ _ _ _ _ - //, r, / , - - - - - / / \ \ , 1 \\\I 1 1\ I ROCK PIPE INLET PROTECTION TEMP. DIVERSION DITCH #1 C / / \ - _ ( � / r \ I I \ \ r 111 \1(\I 1 - I � Q x 0 0 / / / \11t\\\\ ^ \ _ ( \ - \ _ - ` r _ \ > , r„ // - / / / - - / �) I( - \ ) I' l0 1 111 1 1J 1 \ ! Q oQ Z O ( 3) \\ I \ - � , ,_ ,/ / - / r// / I �\ I 1 \ ( ,4111 ( , TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES O (n / / 32" / - \ ./" - - -- EC103 ' /, � \ / / I ch 1 11 \ I / o - I �\ I ) l\ \\\ t LINE W/ N. AMERICAN GREEN C125 ) W O ` ( / \ � �� J /- \ / r / ,1 I 11 r ( l\ \ SKIMMER 0 r / -/ / / _—' - EC 113 1 I \ I/ I \ I\I1 I , I\\\IIK I I I rnLn Z z IY A / ( / Lu \' \.. I \ \ \ \ - \ \ 1> �_ \ /320/ _ / /i� /rl / - // // / /i i/ '°r I / ' �, ' / / / - - , �� - - 1� J I ' I III 1 \\\ 1 \ TEMP. DIVERSION DITCH #1 D � .L `I: OU OU O 3 � 1 I,111 l l \ 1 I cw I I / �\`- � \ - \ /I - / , - ..,// / - / / _ / - - � 3 . � 11\\�\\1\ , \ TDD1D USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES { 11 I \6__ 1 I \ \ \ / \ - / - \ ( I / - / ///- � / / r /// / - ' _ / - O I q / II I 1 � 0 0 w > )1 - I 1 \ II II III( \ ON 0 / \ \ (\ \ \ _ ^ \ J I / ' 1 / f%/� /irf - / // / / // \ - ' / // - / - '/ ' -- - 3 l \ \\ 1. \ 11\ \ I� I LINE W/ N. AMERICAN GREEN (S75) o � rY 0 I \ \ / \ \\/ \I r- \ \ I - \ ` _ , - / / �`- '/ / I / // / //l/- / , ,330 / - _ - , - / I �`3 \ 11\\Il \Il\\\\\ I I Ln M O O U \ \\\\`\� \\ \ \ \ lf� � / - J - / , / `� I I \ I >> 1 I SKIMMER SEDIMENT BASIN #2 z \ \ \ - " / _ / _ ( 1 / / / / / - _ / _ / I III 1\l\l 111 , \ In rn w w YYr 1 I \\\\\\ \ � I \ /- - \ / / //`f/ / / - , / ( _ - _ -;J h / , \t \l\1`Ill / \\1Jq(rr ' /\ I I \ DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC w z Z � \ 1111\\\ \ 1 / \ I \ _ _ " 1J� /1 / / / / / - / !f I / I/ ' � - / 1 11 \ 1 l Q Q cn I \� I \ / / / / r - - /- "� _ 1 -I t \\\\�\\\ 1 / ' REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF (n ( \ / ) / r t�J\�\� \ 6� - '- - - - - , /)/f( J / �- � ,l / /// ' - -c r , -/ � / - - V) y,� 1 1 r \ \ 1 \ / I- 0 ( \( ,\ s� \ \ / --f ( // / / / ( / / / / / - ' / / rr 1 f `\t\IIII I 111h1 l I 1 I PROV D SURFACE AREA=7,158 SF; PROV D STORAGE=12,313 CF > / \ / / / \ll \/1 , J c , ^` -I � \ ^ .%ij/s/ rr / %/ ( // I r f / J//// _ / - - / - / - - - c+� / / 1 ! \ 1111111 l I1l\III1111 i \/ SSB2 N \ ! ' ,1\��\\ \ \ - - - " _ / \ � - - � l //� i // I / / s , ' , // - ` / I - / - - I > (\�\I`ll 1 I 111111111! I (OR EQUIVALENT SURFACE AREA&VOLUME) � , , ,�, - ,// / / / , / / - \ / / �/ J \ > 1 , L\ ( PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON af \ � � / // -_ i,1, J 1 _ / � / \ � 1 11 / I , / / / / i / �/ � � - 1 11\\\ _/ 1 / / //i// / \- J - f .s \ L\ - / / / / - \ \\\( O / / -�/ - \\ \ 1 / / / 1 1 O / (- / // / / / / I IIIII ll\\\ k ' 4'X4'X1'D CLASS B PAD; TETHER TO BERM I _ - / - / .-1 \� // / / - 1 I \ \t II \ INV=272.00 = z a ^ \ I // \ l - / l , J // / c+'j ' IIII(`\II 1111 1 \ 1 /\ I / //(t(� \\ l , ti --�\ i J /_ J (l / , , J / r / / / EC102 _ - v \\\ 1 r J - 1 \� \ / ( / �.7_.;9^ - _E= t395/� '`�lj / / /// / / // / / /\ ' M / ��/ (IIIIII J1\\\\� -1 O C7 / - \\ / / I //' "I== II /�' / - - % / /// r / f EC101 I ' `>\11I111' ))JJ�\\ 1 c TEMP. DIVERSION DITCH #2A = j / �� / I 1 1/71( �- I � f J ri/ i'r- \� Ill \�i�/ r - - / / // (� , / / // r ^ r I /i/1 1 O w // /`� / l (t mi, JII \ \ - J _ \ , - // i V\�_ f�'�� ' 1 : / ,r/ I / ( / / / �- - / / '� "IIj1 j1j1 \IIIIII/ ! TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES / /I", / /) _' ' \ - \ - - - -/ �_= d1�fll / - / - �� il / /' _/ / '- i ///// / - _ , / l 1 1 !\ / // r �� .11 / / / / / III \ I \,l\lglllll l V LINE W/ CLASS B RIP RAP (18" THICK) / (, ='= , _ - �,, / '' / ' ( ( \ / // 1 , I L� - / / 11\IIIIII \ l\\ \\\11 1 / / .> > l r rr \ _ J - - fr tJ�=��, / / - / - / --- - / -`3 i // , / / I / r / I / J ( - � / 1 II\\ SKIMMER SEDIMENT BASIN #3 / > J // > > \ ,� / _ - _ _ i - - / / // l '/ / i / b / /.'S I \11 1\\ l I 1 I \\\\ / I Ow N N N / %l ( ( !/—7 - \.�/-i\�/,/ / \- s ' - � - - - - /_/ , / / l 1/ / _ I 4 / /� t Il\I)11II"' I , \l(l IIII I -_ — / DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC w w o 0 0 / / �'�i , � I Z� i; / - ' / ' J _ ' ^ i -�' / /\ I I f I I / / / J / ' / 'ti / i 11 lhttl- l`\\\\1 ' REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF ~ iO /- r /4�`- \ - - - o cam{/ / - ;.� � � /' i r , ' I 1 , IIII I u o / i,� / �� // = / / - - / / ✓ / o� / yIt\ 1 1 \ nun , /�, _ \_` �� r- \ ��/� , , - ' / - �,/ - _- i % - l l/ l / I V, 3� - 1 / � �{ ' �IIIV 1 \ I IIII 1 - / PROV D SURFACE AREA=3,114 SF; PROV D STORAGE=6,753 CF Q N co co 1 I I 1 .�-- --/--��- '-- / ( / I )\II\\\\IIIIII `11\IIIII 'I^ J SSB3 � 0 0 / /r / , / / /' ___� //- �� - � , / / O - \ I I o - \, / / I %\l\\ I I \ Ill lw1 I / r - \ (OR EQUIVALENT SURFACE AREA &VOLUME) z V / �\ —-r L / / - ) X / _ t 1 �\ IIII / O / / / d11 > \ - / / ^ / \1 i� ' _L9 >J- � ! I M I "I / I M AT- LOD / / / / /, 0\I I\ lI J " \lt� \l\\\ y - ' - I / PROVIDE 1.5 SKIMMER W/ 1.5 DIA. ORIFICE ON / / / - / 1 \ f � / / 1 I 1\\\ c - / Di DATE -I� > t / _ - - / / J ' / ( I / / / I `n1 11 „ / \ \ lv ' - / - //_ - \ / / / - ' // ,1I - ' / I / - /- �, \ �( II - 4'X4'X1'D CLASS B PAD; TETHER TO BERM � / \Z :411\J1, // \ / / / / // �, ',� -�� / /> L - � / / / / \IJ / I nti r ' i ' / ) V I1.IIII11j111111I 111111 ►III /� - / /� l / / / / / / / J / _ -� / , / I 1 1 I / / - / - i IIII I 11IIIIII \ / INV=312.00' ? 12/15/2023 ,(.` r \ �.✓!tl / / - , I ► i \ / / I / l\\11 I I - , I'a f \ / - ,/ , r I O )1 \ t ,, 1 IIIII ( , _ TEMP. DIVERSION DITCH #3A O //�//% `�0 / 1 " / / / / - / /// /-�- j // _ - \> \ - - n / / I I , / / O� ji ! EC116 / / / / / / ( I Vl\II1j1IIt11, I1111j11111( i( __ __ } . J/; - _ - / / , / / , // / ,_/ , / / 1 / 1 I / `b ► ,T - / / / / / 11111n1j1 1 s I /11111\I \ ,� / TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES DRAWN BY (l" / - f / J / / , /- // / / I / I / i / 1 11 o t\\ \ I i J / i I / / / / / / / / / /_ ' // f I � \ I I , I \ ^ I ' / / 1\IlMllllll 1 III I l \ \ 1 __ ILINE W/ 332 l /- / / . - / // �---/r // - / I I I \ / I I I I , IvO \ \ / ' '/ / 1 1 11l\\111\1\ \ IIII\� ► I \ TEMP. DIVERSION DITCH #3B (C125) / I / , \ O \ / %( 1 1 \ , 1 I l l l 1\ 1 ,/ 1 1 , / / - / J / / - / / / / / C / I > I 1 I - \ / Ill)1\1 \ `\Il ( \ II \ lI f / / // r , / - / / / I l / / / / I - , I11\I11 \ , . > \ TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES y - / / // ! / / \ Jl / l , / / / / / _ i , I I \ , I I I� I I J/ / / / I \ ,\\1 11 IIII 111 \ t/ 1 IIIII im I ,i \ LINE W/ N. AMERICAN GREEN S75 l / , //� J ( / / / - -I / 1� \ I \\I IIII I I ( ) DESIGNED BY I 1 � - // / I I , f C_ _ \ �/ I / 1 I t , iJ l i I I CWDD1 I ! / /l j 1 /It/ / -y\\\``\1\1\11111I 1 111111111111111\t ri- /- SKIMMER SEDIMENT BASIN #4 • 332 l J \ l / L I , / / / // r r , \ / r I t M/ I I I I I ; EC101 J / / / r - \�\\ IIII\l\\ t ►\1111111 l \ 1 > I DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC • / \ 1 1 l\ I111\\1 , / ( / / I / 1 // / I \ c� Vl I l , / I ,r I Iy Il11111, 1 \Il1\ \ LI- 1 \ \ \ / \ \ - I / \ , / I 1 I11 I I I \\\\ \\ I • CHECKED BY \ \ ,/ / \ I -/ I / \ / ( 1 / I / I ( I \ \ \ ( / / \1l ,III I II � Ikll\\, \ 1 ' REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF \ I \. /- \ , , I \ J / / I ( , 11111 \ \\\\ \\1 / - � r / / / I ( ( r 1 1 1 V \ - \/ _ \ I \ / ( r I I \ / 1 / I I � (Il Il\III Il \\ 111\ \\ 1 / PROV D SURFACE AREA=8,408 SF; PROV D STORAGE=14,633 CIF • R. BAKER \ , / / .c , I \ I / \ \ G I I / h I \ I / I 1 I IIIIII, I ) I \l11 II( \ U \ SSB4/ I / 1,� I / / I \ IY I 1 III1 I / OR EQUIVALENT SURFACE AREA &VOLUME/ /- / I / l� �-- - \ \ � (/ / MI I � I I ! / � l I I IIIIIIJ I IIII, 11 ^� / - ( ) / I \ \ \ \ _ I ( I I / / / / ,III IIII ll,( �Illlll I v / PROVIDE 1.5" SKIMMER W/ 1.00" DIA. ORIFICE ON ( I / / (I / ( ( > , 1 \ \ I\ \✓ -I ` \ / // /, , I I I I I ( / ` I \ , / / I I \ \ 11(IIIIIIIIIIII\111,3s1 11�M\\\ �Kt\J� - , ' SCALE \ t I I / \ \ 11 I \. - � \ \ / I / I ) I I > Ill l I c�,., 4'X4'X1'D CLASS B PAD; TETHER TO BERM \ \ / I � J/ / / � I / I I �J II IIj1 I \ \\\\ I 1� - ` INV=327.00 I • AS NOTED I , \ 1 \ \ \ ( I � I I I II III 1 I \ I \ \ \ \ \ \ \ ) I I 1 �I I / 11 I I,l \11 1 , ( I I \ \ \\ -. � \ � I f I / l� ( i O / \ L I III/ 1 ( ( I / � / - \ \ \ � r \ ) I I I / I < I p I I I I 1 / ( / I I t ( 4 j1' 111 I J\11 IIII\\ 1\,lllI\\\\\\ \\� `/ ► ` / / \ 1 I \ ( I \ \ . \ r )\ \ , / , / / ( I ,O I I I I \ o I \ Ij1, 1 1 . )\ill I III\ 1111111 - - - / - - - TEMP. DIVERSION DITCH #4B • \ \ \ \ I \ I \ \ \ / I I / I I In \ 1 IIRIII I I o 1 1 I IIII � / \ / \ l \ , FfIi1 / / _/ I I I / I I c� I I m I I \ \ 1jII l I -It l 1 1l1 � 1llill IIIII llI, /- TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES / \ l\ I ` \ \ - I J l / `� l 1 f I 11 I > / \ \�11 \ r�, I \\11\\ 1 1 / - r i 1 I � ( 1 M , I r / ti ' r / ( I I l\ 1 \\ I\ / I \ / \ \ \ , / / , '� 3 I � I � I I ( \ \ o\\\\\Illl;ll; \ I1i\\\11\��I ti( LINE W/ N. AMERICAN GREEN (S75) / \ \ ^ \ \ I \ - \ r \ / 1 - F I I I I \ 1 \ ( I \ \ I ��11'11�111111�, 1►1 I,W 1, Il I Il`111111 \ y/ / TEMP. DIVERSION DITCH #4C I (\ < _( \~ // ) I \ \ \\\ \\ \ \ \ \ \ I (, I // I / /s ( I J I \ ) ( 1 I , I \ I ') ll ' If I \ `ll\\11 ) l\\\uu 111\\I I .1 ' / TDD4C USE 0.5' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES I I P I \ \ \ I t \ ) / / / / I II I \\l , 1111\ \\1111 Illll, 1, - / LINE W/CLASS B RIP RAP (18" THICK) I \ ) \ ` I/ 1 / r `- / I / l� I l ' 1 , I 1 / 1 I> I I \II\\)II 11 1111 I III IIII\\\l\1 ,1 r r / / / - l 1 ) \\ \ \ ► > / r / I r I \� l I I I 1 \ 1 \ \ 1 /III \ \I I1\\ \\T ( o� / CLEAN WATER DIVERSION DITCH #1 Ln c, / ( \\ \ \ \ I ` \ \ , '\ / I al r l I , ' I \ 1 \ \ ► I I I \ \\\�l 1l\��- Ill I�111 \\ \I � -"I , / , I (-\ \ > , ) \ \ l \ / / / ,� h / I I / 1' %N, \ I 1 IIII \\\\ 1, / - � / / CWDD1 USE 1.0 BOTTOM WIDTH 1.25 DEEP W/3:1 SIDES LL ,I \ _L ,. \ \ \ \ \ - I I < - \ I / "� I ) J I I / // / LINE W/ N. AMERICAN GREEN S75 O 6 I I�I�\III� \OI t / / CLEAN WATER DIVERSION DITCH #2 \ I l o \ / , / /I M \ I / , 1 \ / I l \ \ \ 1 I I i f I `Il I,II I 1 1 II I I (\ IIhI ) / / / / 0 \ 1 N / I I I I / / / / / I O \ I \ 1 1\I\ I \\\1, MII \ \ \ 1 � / / ( �` / �,O � \ \ I \ I I I I � \ 1 \ , I( \ , 1 , � CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES � 1 ► ` I h ( - / / , t / / / \ / r I / \ l ( I \\\\k.\\\\1l'( I \I �o11 1(Ill1,�,- // 1 ^ I / / / ! - I / / / I ) I I ' M/ �/ I -/ f � , / / 1 \ / I s I ,1 \\1\\\\\ \ll\1 , l M IIIII i / LINE W/ N. AMERICAN GREEN (S75) 1 ` ` l J I f 11 l / / r co _ I - / \\� M I \ I f M I , w I ► I ! f \ � -\\1 \ o\ ( - - IIIII l 1/ I , � ` ) / ) / / 1 l\ \\� 1,1 J ,, \\ �, i CLEAN WATER DIVERSION DITCH #3 / I , ( / / , / \ J / / / - r / I / I , \ o \ \ \ I \ \ I 1 ( t \1`l 1\�11 ,I I \I \ `\- -� o ( r \ ,, \ cn \ III 1 \ LJ.J t f - 1 I n '\I11 I I\\\\� CWDD3 USE 0.5 BOTTOM WIDTH 1.00 DEEP W/3:1 SIDES I I r / 1 / I 330- / l J I . I \ \ / \ I l MAN\ 1 - c) \ \ \ I r I I \ 1 ,/ / > / I \ ) ( { I 1n\'\ I \\\ \\\II `\`1 1� i LINE W/ N. AMERICAN GREEN S75 w / / / / I , I I cry \ \ cn \l\\\\ \ 1 I 1% = o J I � \ I / / ) I / l \� I IJ \ l l \ \ \ 1 45\ \I \\11\� ,k l 110\ 1 ( ) \ - ) / l I ) > l I ' I - \ 1 ► ( \ I' \\\\\1\ ►Inl \\ 11 , \ J ! ( � / <l / I / > I / r , / / l I � , / o� 1 I , I I \ \ _ � I , � \ \ \ \ \ I \ \ ` _�� j111 t1I \ l\11\I I , CLEAN WATER DIVERSION DITCH #4 r / , / / ! ) I , I \ \�\�,,\1 1111\\I►I I l I r l I 1 _ /,- / > / / / \ ( / / / / J / / / / I I / , / < \ 1 o I \ j1111 , I ,hll\ I CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES � (� � ( - / / / / / \ \ I I I I , LINE W/ N. AMERICAN GREEN C125 fVfn / ) ^ / // / I I / / ! /\ / ' I I / .. I /J \ � \ 1 \ \ \ I M I I ) v1 I I `II\IIII\ \ \11\\ ( ) cD \ j / / / ' / / I ! , - 1 \ \ \ \ \ I / \ I ,I II IIIII 1 J\\\ 1 \ 1 Ln \ `_ � \ \ J , / / ( / , / // / 1 ) / / / l / \ \ \ _ - 1 III \\ 1 \ \ I1pII` l0 _ / I I / / / \ \ \ \ \ \ \ \ / I \ 11I111\ 1 \II �\ \ I 1 73 o- I f 1 / // - 1 a / / \ , \ IIIIII I I 1 I ) f> I r / I / ,/S f /t / / / / / I ` / / \ ! I / / 1 J , / \ \ \ , �\\I , ll\ I 11\\\ I I N 1 / / / / L / / / / \ I 001 l I\ I I , 1 I \ \ \ \ \\ I 11,41II11,Il1 \ 11111\� 1 j� m \ 1 I / I / , / / / ( / / \ /> I `_ / / ( I I I\ 0 \, \ 1 I l \ ) 1 \ \ 1 \ \ l - \ \ \ r >I\tl\;\\\I,11111 I 1 I ( I I\\ll 1 I w o ( I // , , I, L 1 � \ _ \ I , - > \ / - \ ,�1\11\\1\\lul I(l\ � I U J ' l l - / / / ) l / II l l / ! I I �h1 I 1 1 \ / \ \ \ \ \ \ ) ,111 �1 1 ) \I1\1 i Q Q 1 1 l / / / / J I \ - III l \ l < z / I / 1 ) 1 - _ IIII 1 I z / / I � \ I \ 1 \ I - \ \ \ `\\ l\IIII 1\\1 I O J I 1 1 / / / / / // / / ' \. \ \ \\ M 11, \ \ \ \ - - I \1 '\ f\ /1111iu�\ tI I I J I I ( f n , \ \ \ I \ 'II 1I\\\ 1 1 I` \ \ I/ f O I l </ / / / /( / (� / / /J \ l / \ ^ I , Y \ ► I I 1 \ , r \ \ \ \ \ \ \ - ` \i1�1 %\\1\Iln> I \III \ I z PLC = o 1 J I / / / _ I l \ I \ ) U _/ \ \ / I 1 I 1 \ \ � \ \ \ \ \ \ \ I�-1 - I \` \ I\11\IIIIIIII,II\` 1111(ll % r a m / ( / / / I ( l 1 I ( a / I , ( , , \ \ l \ \ \ _ \111 I II I 1 \ l \\\\ 1 1 I / f / , - - EC102 I ` \ \ / > \ I \ \ � � - � - > ►►IIII III II \ \ \\ \ 1 w Q L 1 \ c I � / / 1 ! ( \ \ / r - < / , s \ \ \ p \ / I 1 \ I 11 \I\ 1 I \\ \111 1 ` \ I l \ / I ! 1 ) ) / / I '� I \ \ , / / \ \ \ /- , (I 111111 1 II 1 I 1 I U z -o I 1 I , I \ EC 101 �� > / 1 ` \ \ \ \ 1\ /_ ill l'Ill 11 ll,lll/I� , `1,1111I i z 2 Q m / 1 1 \ \ \ L I 1 \ I I , \ / \ ( I \ / / I ' / 1 ► / \ / II 1 \ \ \ / \ I -1 \ I I \ \I 1 1 1 ( \ 1 1 LLJ m \ ! / (f ! / J ) I I L \ - I I \ J \ \ \ \ \ > \ t \ 1, III \ 111, 111 plt I J `o a 1 I / I / I I I / / / l / / / I � \ I ✓ \ \ ► r, � / \\\\,,1\\\\\1 \ -I l ,I \I I (, 0 o I I / s I ( 1 Ir - / I / L ✓ 7 I ( \ I I r \ i111► I J\ \ \ I I Z / . l \ \ x- l_ \ l \ \ \ \ IIIIII l Ill I 11\l l I I J 1.-1 } I ( I I ) , \ 1 / \ I 1 - 1 V 1 , I I I,l 1 1\\\ , I / I I I - ( / /-, / ) \ v O � \ \ I . _ \ ) \ \ - 1 � I,11\\\\ll 11 n I I, , I I J o / / \ t7 I ) I t / I - 1 1\ I 1 \\\\ , I I / / / \ - \ \ \ I \ I \ 1 \ /IIIII I\ o \ I I Q O � >. 1 I ( 1 / \ \ \ I I / \ , III\ 11,11 \ III I I 1 CLASS B RIP RAP PAD 9.5 W X 18 T L I \ 1 1 11\\ 1 -0 1 1 \ 1 \ I. I I / / / ) \ \ , \ \ \ l 1 1 \ 1 1 / \IJ\ I\IIII \ ! \\ 1\ J I I z uj _ I \ / / I r / /I I f EXTEND TO BOTTOM OF SLOPE 330 \ i ' - \\ \ 1 \ \ \ \ l l / - ' ;\ 1\�111I \ - �\ \\\ I I' I--I _ Z 0 d a ( I ( ) \ , I I / I l ` ' ' "'� , , \ , \ I I 1 - . I \ �'( \\Ill , \\` 1t ; (, J o \ / / / / I I r / J ! I \ _ J \ / / I I ' I / I I ! ( l / \ -0 S \ I. \ / \ I ., t I I 1 - , / ' / 'I (f//11MII \\\\I, h{ 41 U \ \ 1 s / I I`1 1 � // YI O � U QO ) ) ( I I( / 1 I I \ EC112 \ : � \ EC116 \ \ \ ) > \ I I \ L \ / , \- ' / / llllll(IMIIIU \II\ / /i1 J I� Q z a cn N I / I ( \ \ I I \ TDD4C \ /` I ) I \ I \ I � I � l ) .- ' ' ' \III►l I\1\\ \\\ \ \ I ',� �u O � , CD / I / / / I I \ I I EC111 0` ' CWDD1 \ \ \ \ / / 1 l 11 \ \ l \j ( ( Q (, w I I ! 1 ! I / \ \ \ 1 ( , l / / I \\\II I III 1 l I I, I J o 2i I 1 1 l / ) 1 \ \ / , � Il l I U U c - o I \ / > \ I \ I 1 \ I I- / \ / I /I,, \ t 1\ 11I , _ , F_ o� I l \ l f I SSB4 \ \ l / \\ / O\Ill I \ J o I I I ( I t / / \ I i l\ l /) \ )\ \ \ � \ � \ \ �1` ; CLASSARIPRAPPAD \ \ I 1\\ / L11 / 5-/ / LM,1 \111� II y0\\I/ // I o a J I 1 J I / I I L \ _ W�� 1 (8.0'L X 8.5'W X 12"T) J r I ` \ \ _ s I I �j�`/ _ I ( 1, J I111\\III \\\I I 11� z : o I ` I l /1 I l / ( / I \ ; \ / > \ > �� J- \ \ \ I ( I f l �, � I \, 0 \ � ( O me I I , 1 < � \ / ( \ \ I !l l )I I ►ll ,p ) Q� � a o a I \ ` `J l I I I I \_ I 1 \\ \ -` I, l- ` - 1 25' \ O CLASS A RIP RAP PAD 1 \ I � 1 \\ �I / J I I J/ 1, \\\\\`IIII , — - ' O �I--I O 3 1 I I ( I I 1 ( , I \ \\ \\ - \ \ ` - \ - / (5.0'L X 6.75'W X 12"T) I - / / ! 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' / r ��/ _I / r ``' `� ( \1 0 \\ J �1\ \ ) '1 \of ` I II Jl I SCALE 1 50 0 o N - > I \ \ � - - � _ I — � l+ / 2� / CWDD2 I I pL \ 11 w f E Em � 0 1 �'� \ ) I o ) \ \ cu, \ - - > - \ � - \\0 33� ' / / / /� / J J I \ \ (1c \\\ -� \ 1 l\\�/)I % _ \ / _ / / 1` ' ` (✓l \ / I it I \ ' o \ l \ > > - N EC113 \ 1(\ 1 / - I IJ' I / / / M - \ ( 1 o \ \ \ 1 I r \ (3\ � \ _ � \ , / X / \ l M \ \ m \ \ t ` J - - \ - \ I I / f `� �_ � r s , / I / 1I \ \ \ � �\ \ \ '1 , 0 50' 100' o - / \ \ \ I \ 1 \ , ® ' .2 a O \ \1 \ \ I \ l \ � - / 1 / / tom,c� / / / / I / 1 1 \ 1� \ \ 01 I KNOW WHAT S BELOW. 2 -0 \ J ) _ \ I - - I \ I / I / / / / / � , '� r / / - - / MATCHLINE C5.11 / ) N\\ -, \ \ \ , ( )/ , - J I \1\ , CALL 811 BEFORE YOU DIG. \ (\ ■ \� �_�� \� f�I ■ �I ■ I �I - /■ /■ � '� F \ ■ 1w �>l�\ I \ 11 so JOB NO. m o o \ > > \ , ^ _ / - 1 / / / / / / / / I J l I / ( - / / I { ► / / MATCHLINE C5.8 y ' \ \ \ I ► III I ! \ \; \\\ \III ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 0 w cli I, \ \ I \ \ I I 1 � - - \ - \ - > I I I I / JI / //// I / / 1 \ � ! \ ! 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REFER TO �o o 15"RCP / \\ \ INV.=368.66' INV.S=364.68' \ ` , / I / \ - E C 102 \ \ / EC 117 N E J INV.=368.17' / / \ I / I / - / `� / / GRADING PLAN FOR SIZING. E co m Q EC102 15"RCP M / ( h \ / I 1 Lu (, •- m m ~ �� I I EC103 ' - - - , / SKIMMER SEDIMENT BASIN #1 = z \ INV.=361.34' h EC105 M / - \ \/ \ \ M g _ DRAINAGE AREA=3.37 AC; DIST AREA=3.37 ACco 0 N RCP _ / 35 - ) \ \ / / 0 U' m I I INV.=366.93' ► I I I I I � I / ' r \ \ \ \ _ \ - J REQ'D SURFACE AREA=3,435 SF; REQ'D STORAGE=6,066 CF Q z Z W ro z (n PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF L SSB1 Lu N � � J _345 \ _ _ _ _ / (OR EQUIVALENT SURFACE AREA &VOLUME) Q ■� - F_ O PROVIDE 2" SKIMMER W/ 1.5" DIA. ORIFICE ON w 0 o M I W a J \ 4'X4'X1'D CLASS B PAD; TETHER TO BERM a x T o? U z z z c� / - - _ _ _ ^ INV=305.00 z w rn LU U 355 r = ___ _ \+ I _ ,� o _ _ _ `i TEMP. DIVERSION DITCH #1 C a `n x O _ -' _ ' - = _ _ _ _ \ _ _ - / TDD1 C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES p rY U) 1 ' LINE W/ N. 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DIVERSION DITCH #2A > Lu TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES � LINE W/ CLASS B RIP RAP (18" THICK) M SKIMMER SEDIMENT BASIN #3 �w N N N 1 1 ° DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC > Lu o 0 0 w ; _ w NC 87HWY REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF = Q � n a Z 1 0 ? �50'PUBLIC R/W) PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF Q p - o zo co co w 1 w SSB3 (OR EQUIVALENT SURFACE AREA &VOLUME) z o 0 I < PROVIDE 1'11 .5" SKIMMER W/ 1.5" DIA. ORIFICE ON Ln DATE w 1 z Q 4'X4'X1'D CLASS B PAD; TETHER TO BERM — INV=312.00' 12/15/2023 EC103 - — TEMP. DIVERSION DITCH #3A 0 Q \ cal i - - - - - EC103 / EC103 $5 / EC101 ' ¢ / �/ TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES } DRAWN BY \ ,BS 38s_ 38j� \ \ c, EC101 388_ _ _ _ - - - - _ _ _ _ —388- - - - -387 / ' 3S6 �3 _ _ _� / - Imo' /3�'- LINE W/ N. AMERICAN GREEN (C125) 332 �8Q \ EC103 / TEMP. DIVERSION DITCH #3B \ uR r 1 _ - - - r �--387- - - - - - - - - — - - -387- - - - - - - - - - - - - - - - - - - _ - - l - -385- - _ _ _ _ o- - - - - - _ _ TDD3B W/3.1 SIDES DESIGNED BY - - - - - —_ - - - - - - - - - - - - - - - - - - - - _ _- - -385 - -_-_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -38s - _ - GREEN (S75)386 �V 380 LINE W/ N AMERICAN GREE -- - - _ _ _ - - - _gym = _ =385 - - - - - - - - - --_�------------------- -�_---- -- - -�.. . -_ 382 �a SKIMMER SEDIMENT BASIN #4 332 __ - - -380 - t= - - = _ - 380 - - - - - - - CFO=== ---itFS== - - -385 384 — - --T � � - _ � - _ .. -- 1s i - - - -_ _ ^ • _ - - ________ _ _ _ _ _ _ (fE_o—_c_= - _ _ _ — - - UFO UFO — —UFO UFO - -- '- �" 'A ::.�_- _ 0= S DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC L.J - � � - - _ _ - - - \ \ \ — = = - - - - -390-=_- /7 - ' - - �_ � - - - - REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF • CHECKED BY R R/W _ � ► 3 - R/w \ R`W - R R/NI \ R // �/ RAN R/W R/W ' - �; �� I RAN \ - - SSB4 PROV'D SURFACE AREA=8,408 SF; PROV'D STORAGE=14,633 CF R. BAKER I 18"RCP I / &0 RS I (OR EQUIVALENT SURFACE AREA &VOLUME) • INV.=374.49' EC101 RIM384.03' EC101 R1M381.30' '\ 15"RCP PROVIDE 1.5" SKIMMER W/ 1.00" DIA. ORIFICE ON INV.S=380.86' lNV N=38703' ' INV.=375.48' • SCALE I 12"CMP EC102 EC102 INV.5=38703'95' 4'X4'X1'D CLASS B PAD; TETHER TO BERM INV.=374.39' I I I INV=327.00' • AS NOTED I I I I I I TEMP. DIVERSION DITCH #4B • TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES I LINE W/ N. AMERICAN GREEN (S75) TEMP. DIVERSION DITCH #4C I TDD4C USE 0.5' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES LINE W/CLASS B RIP RAP (18" THICK) I I I CLEAN WATER DIVERSION DITCH #1 I I I I I CWDD1 USE LINE W/ N.OAMEORICAIDTH 1.25' DEEP N GREEN (S75) W/3:1 SIDES ICLEAN WATER DIVERSION DITCH #2 ` CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES 88 QVN I LINE W/ N. AMERICAN GREEN (S75) N SCALE 1"-50' CLEAN WATER DIVERSION DITCH #3 I CWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES LINE W/ N. AMERICAN GREEN (S75) 0 50' 100' I CLEAN WATER DIVERSION DITCH #4 CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES w LINE W/ N. AMERICAN GREEN (C125) o WATER MAIN EROSION CONTROL INSET - 2 � Q U Q z0 T T U J i Q ■ cn ON, i u) I Lu — Z ; Zr^ rt _ V/ U U) • z Asa w = O p w w U U Q > — — z _ e z z _ ■ EC101 _ �; \ S8 Q O - $ S = a _ 385 - - - - - - - - - - - _ _ _ _ _ LO _ _ _ _ r - ui _ - - - - - _ _ - ' ` uR J � o - - - - - - - -� - - - - - - - - - W _ _ _ _ - � - - - - - _ 383- _ - - � _ LOD - _ - _ - � - LOD - _ - _ _ - - - - 381- - � - - - - - - r - - a�- -`- _ - - - - O � OU O o (D - - _ - - - - - - - - - - -_- - - - - - - - - - - - Lu - _- - _ 380-_ - - - - - - _ - - - W 3iiiiiiiiiiiiiiii87- _ u8P�IV_ -_ - 378 1 _ - - - - -J_ urn \ ' ' - _- 380 "�8p - --_- - Q U Lu / \ 38 - - - - - - - - - 377- — DFQ= - FO— — — IU O �— —��Q l � � UFO—=_ \ �� F w 0 _ - Na. 6r' O / / / , ' ° X R-=T = � � - ems' \ - R / R / R J/ Rom- 'R �' - R/w = _ E / I / - - - - - - E C 101 - \ i V 15'iRCP 377 - - 5"RCP I 12"ClG1P o a / / / / _ \ _ - INV.=374.94' I / I 16 / / _ ` \ p / �V=376.89' / I I E C 101 N II RIM38�.28 / / i3 / / q / \ 3j8_ 3g0 ` i \ I I >8"RCP J m c d I � / / / 3 I _ 37 - - - _ i INV.=374.51' \ I �/ / 15"R P / / / �j 4 E C 102 \ / / / -1 15"RCP / I I / lNV=373,83' �+ a 0 INV-380.10'/ p ' 375 I / / / - 1 / E C 102 rl--i o / I _ - _ \ II III / EC103 I O Q ` _ ,373_ _ _ 1 15"RCP I a I �1b� / / / - — - - _ _ - \ INV.=377.21' S \ / I i I 15"RCP I 3 37 I I I I INV.=374.52' I I 'w U O l i 15"RCP INV.=379.43' o o Ln o U aw o .3 Icm o I I o > = I I I I UY Ln 0 0 � � c £8 abN 0 SCALE 1"=50' \ Em I U m v 0 50' 100, I I I \ KNOW WHAT'S BELOW. a CALL 811 BEFORE YOU DIG. ° JOB NO. U o � o WATER MAIN EROSION CONTROL INSET - 3 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353. 012 N co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. o 0 M SPECIFICATIONS, AND DETAILS C5. 12 L I M PRELIMINARY NOT RELEASED w W EROSION CONTROL PLAN - PHASE II KEYNOTES FOR CONSTRUCTION z z I NUMBER DESCRIPTION w 1 w EC101 LIMITS OF DISTURBANCE \�,��`�N CAR�� /i,� F p I o I EC102 SILT FENCE; REFER TO DETAIL (TYP). w _ _ Q w EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.) _ Q`� am _ - EC105 ROCK PIPE INLET PROTECTION; REFER TO DETAIL (TYP.) = SEAL 394 � �� ` - 3g1' 90 g9- - �� - -_ - - -� _ _ _ EC106 CLASS A RIP RAP DISSIPATER PAD (4'W X 5'L X 12"D) = 0 5 ■ Ia , -393 �■ - .392 - - EC103 - �� 3 A a EC103 �� _ n; - EC101 - �1 - EC101 }- EC110 6 HDPE PIPE TO DRAIN INTO TEMPORARY SKIMMER BASIN �� F GINE�� LOD _ _ - SE) I - - - EC111 3 POROUS BAFFLES ■ _ _ _ EC112 SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER - - - - - - - - - - 390_- - - - - - - - - - - - - - - - - -_ - - - - ass - - - - - � - - - - - - - a - - - 1A11- - 392- - - : - ��,- - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - , _ - - - - - - �,_ - - - - - _Q - - - - - W - _ OR50MILHEAVYDUTYSILVERTARP 03�Z�ZOZ�f_ - - �-_- -_ - - -- - - - - - - - - - - - - - - - - - - - - - - -V� - - - - - - W vv / , - - - - r - - - - - - 390 - - - - - - - - _ - - - _ - - - , - - - - - - _ - - -_ - -- - - - - _ 1�_ �_-_ _ - - - - _- 3_85 _ _ _ _ _ _ - �� EC113 3:1SIDESLOPE 385a- _ - - - =-0�- - �� _ 385_`=u> o- _Trio - - -- uF�- - - -_�Fo - _ \ /-r I - _ - - - _ -__ - _ 385-_ _ \ �� ; _- EC114 40LF OF 18" TEMPORARY RCP 24"RCP , _� - - - - - _ - - - �_ _ - - - - - - 380 - _-R� _ _ R� _ _ � 382-� R \ R/•• o- R � Rye - -389- - /W_ - - F 380 EC115 TEMPORARY TIMBER MATS o J J 15"RCP _ ■■■■■■■ / INV.=386.66' EC101 - _ _ _ - - _ _ _ _ _ - - _ x \ W \ y \ \ EC101 I / / / / / EC116 CHECK DAM TYP. I R1M389.47' 18"RCP 1 �,, \ I / / / / / / PERMANENT DITCH RIP RAP DISSIPATION PAD. REFER TO o �_ J / 3� INV.=386.23' $� �� - - - _X� \ I 38 / I / Q '3s,� EC103 3 ' �� - X - EC102 -x x - x� �x w `� EC102 3 _ _ i I 1 8g -/ / 2 18"RCP - cC \ I / / R�M�8�.28 / / EC117 GRADING PLAN FOR SIZING. E Q EC102 ' , 38 , , _ _ _ _ 380 - / INV.=379.14' \ \ i / i N E ♦ \ \ \ / i 380 - - / `3� \ \ ,3$ lNV=380.10'/ / O SKIMMER SEDIMENT BASIN #1 w z > > 1`\ moo\ I nC I /< / "O DRAINAGE AREA=3.37 AC; DIST AREA=3.37 AC ♦ \ I / / / REQ'D SURFACE AREA=3,435 SF; REQ'D STORAGE=6,066 CF a �, z z z `: '/ 7 15"RCP SSB1 PROV'D SURFACE AREA=4,958 SF; PROV'D STORAGE=8,273 CF o v � N O ♦ I I INV.=379.43' (OR EQUIVALENT SURFACE AREA &VOLUME) Q - -� _ Q 0 O x I PROVIDE 2" SKIMMER W/ 1.5" DIA. ORIFICE ON ui p o M c- o o 4'X4'X1'D CLASS B PAD; TETHER TO BERM a- x � co a zp O O I zN Lu U I x TEMP. DIVERSION DITCH #1 C ,x I I Jam °' p UUz I TDD1C USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES � t p � � O LINE W/ N. AMERICAN GREEN (C125) 0 O I I TEMP. DIVERSION DITCH #1 D °' > z z LLu I = � Lu O O TDD1D USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDES L 'D 0� U U a o£$ I LINE W/ N. AMERICAN GREEN (S75) CDC� � 0 abN I SKIMMER SEDIMENT BASIN #2 , z SCALE 1"=50' I z z DRAINAGE AREA=6.82 AC; DIST AREA=2.97 AC NOR REQ'D SURFACE AREA=6,951 SF; REQ'D STORAGE=6,930 CF 0 50, 100, I SSB2 PROV'D SURFACE AREA=7,158 SF; PROV'D STORAGE=12,313 CF o (OR EQUIVALENT SURFACE AREA&VOLUME) N PROVIDE 2" SKIMMER W/ 1.50" DIA. ORIFICE ON WATER MAIN EROSION CONTROL INSET - 4 4'X4'X1'D CLASS B PAD; TETHER TO BERM o C; INV=272.00' = z TEMP. DIVERSION DITCH #2A j Lu TDD2A USE 1.25' BOTTOM WIDTH 1.50' DEEP W/ 3:1 SIDES � LINE W/ CLASS B RIP RAP (18" THICK) SKIMMER SEDIMENT BASIN #3 �w co N N DRAINAGE AREA=32.71 AC; DIST AREA=2.71 AC w w CD 0 0 REQ'D SURFACE AREA=2,762 SF; REQ'D STORAGE=4,878 CF =u in Q LO U-)PROV'D SURFACE AREA=3,114 SF; PROV'D STORAGE=6,753 CF Q N o co co OHP OHP = cwn I SSB3 (OR EQUIVALENT SURFACE AREA &VOLUME) z o 0 ° °50 z PROVIDE 1.5" SKIMMER W/ 1.5" DIA. ORIFICE ON 0 DATE ui 4'X4'X1'D CLASS B PAD; TETHER TO BERM IINV=312.00' 1211512023 w TEMP. DIVERSION DITCH #3A p _ _ TDD3A USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES } DRAWN BY - 394 �� g3 392 LINE W/ N. AMERICAN GREEN (C125) 332 15"RCP FES ° I �I 3 =� TEMP. DIVERSION DITCH #313 395 lNV=390.63' - F ' �■ _ - ' TDD3B USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES EC101 - DESIGNED BY - - - - ,395 - - _ _ _ _ _ EC105 - - - - _ - _ _ _ _ - - - - _ - _ - - - -- LINE W/ N. AMERICAN GREEN (S75) • 15"RCP R1M39507 _ - r _ _ _ _ - - - - 1- - 392 - /-_ SKIMMER SEDIMENT BASIN #4 332 INV.=391.50' INV.=392.10' I _ - - - - _ - - - - - - r - - - 390 _ _ _ DRAINAGE AREA=6.17 AC; DIST AREA=5.31 AC - ' - - - -393- - -___ - - - _ =R.P.- - REQ'D SURFACE AREA=7,461 SF; REQ'D STORAGE=3,618 CF • CHECKED BY `39 - - a �° USzP-- - - UGP- --392 = _ - - 3_ P I - - _ - - - _ - - _ _ - - - = RAGE=1 33 CF R. BAKER \ - - - - - 1s"RCP ' �M 385 - - SSB4 PROV'D SURFACE AREA 8 408 SF PROV'D ST O 4,6 o / - - - _ - - -- " u o -U spa - / INV.=386.66' OR EQUIVALENT SURFACE AREA &VOLUME - - - - - - - -------- �----- � RCP - - I '�M389.4T 18"RCP , � � ( " " ) _ _ _ - - - - =392 i:�b� UFO / U P/ 18„RCP , - 'j / p' ,3$ INV.=386.23' g5 � � ��T� PROVIDE 1.5 SKIMMER W/ 1.00 DIA. ORIFICE ON • SCALE -�, // R1M394.34 \ I �� / �°� EC103 i / 3 4'X4'X1'D CLASS B PAD; TETHER TO BERM 390 - 3g1 - _ �-_' EC103 �/ EC101 INV.N=390.04 SZ' • AS NOTED INV.S=389.98' �`/ / EC102 3 ' INV=327.00' M/a - __- - - RIM394.23 1 �; \ TEMP. DIVERSION DITCH #4B _ =394- - - - INV.=391.28' `\Q� f TDD4B USE 0' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES • R1M394.45 I ♦ \ LINE W/ N. AMERICAN GREEN (S75) EC101 I INV.N=389.85 INVS=389.80' : TEMP. DIVERSION DITCH #4C I RIM 394.09 ■ \ I \ I INV.N=389.51' ♦ TDD4C USE 0.5 BOTTOM WIDTH 1.50 DEEP W/3:1 SIDES II ;III i � 00 INV.SW=389.44' \ LINE W/CLASS B RIP RAP (18" THICK) b I I� CLEAN WATER DIVERSION DITCH #1 \ I : \ CWDD1 USE 1.0' BOTTOM WIDTH 1.25' DEEP W/3:1 SIDES 00 -/- LINE W/ N. AMERICAN GREEN (S75) o M I / 0 \ CLEAN WATER DIVERSION DITCH #2 J l I I : CWDD2 USE 0.75' BOTTOM WIDTH 1.00' DEEP W/ 3:1 SIDES LINE W/ N. AMERICAN GREEN (S75) �g \ CLEAN WATER DIVERSION DITCH #3 abN L) ICWDD3 USE 0.5' BOTTOM WIDTH 1.00' DEEP W/3:1 SIDES SCALE 1"=50' �\ LINE W/ N. AMERICAN GREEN (S75) o ICLEAN WATER DIVERSION DITCH #4 0 50' 100, \ CWDD4 USE 1.0' BOTTOM WIDTH 1.50' DEEP W/3:1 SIDES w LINE W/ N. AMERICAN GREEN (C125) 0 Q WATER MAIN EROSION CONTROL INSET - 5 z U J � Q Q J O z z J O w 2ll z � = z w p O u z o U Q O J ~ z Z o Q DC O z w z � � a- a J � o 20 Q O O oz N Q U w � 0 w a U -1 O2i N = p M N 0 _ E � o w � c p� J 0- o o o = (D .3 N Z a Lu 0 U) 2EQ 0 0 w `ow O U a N 2 .3 O C)Lo Ed N C M N N 7 N X � O O U o 2 0 0 � o fn U N O E U KNOW WHAT'S BELOW. a r_ CALL 811 BEFORE YOU DIG. o JOB NO. o 0 N 41353. 012 2 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. o 0 M SPECIFICATIONS, AND DETAILS C5. 13 L BASIN NAME BASIN 1- PHASE 1 BASIN NAME BASIN 1- PHASE 2 BASIN NAME BASIN 2- PHASE 1 BASIN NAME BASIN 2- PHASE 2 BASIN NAME BASIN 3- PHASE 1 BASIN NAME BASIN 3- PHASE 2 PRELIMINARY NOT RELEASED BASIN TYPE SKIMMER BASIN TYPE SKIMMER BASIN TYPE SKIMMER BASIN TYPE SKIMMER BASIN TYPE SKIMMER BASIN TYPE SKIMMER FOR CONSTRUCTION TOTAL DRAINAGE AREA 3.00 acres TOTAL DRAINAGE AREA 3.37 acres TOTAL DRAINAGE AREA 6.67 acres TOTAL DRAINAGE AREA 6.82 acres TOTAL DRAINAGE AREA 3.17 acres TOTAL DRAINAGE AREA 2.71 acres CARo7�� Tc (TIME OF CONCENTRATION) 5 min Tc (TIME OF CONCENTRATION) 5 min Te (TIME OF CONCENTRATION) 5 min Tc (TIME OF CONCENTRATION) 5 mn Tc (TIME OF CONCENTRATION) 5 min Te (TIME OF CONCENTRATION) 5 min ��O�oFESS/0� C VALUE 0.30 C VALUE 0.40 C VALUE 0.30 C VALUE 0.40 C VALUE 0.30 C VALUE 0.40 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr SEAL =_ 0 5 - SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: 010 = CIA 7 cfs Q10 = CIA 11 cfs Q10 = CIA 16 cfs Q10 = CIA 21 cfs Q10 = CIA 7 cfs Q10 = CIA 8 cfs '%� F GINE�� SURFACE AREA (AC) = 325 SF * Q10 (CFS) SURFACE AREA(AC) = 325 SF * Q10 (CFS) SURFACE AREA(AC) = 325 SF * Q10 (CFS) SURFACE AREA (AC) = 325 SF * Q10 (CFS) SURFACE AREA (AC) = 325 SF * Q10 (CFS) SURFACE AREA(AC) = 325 SF * Q10 (CFS) 7 o w BPS`; SURFACE AREA REQUIRED 2,293 ft2 SURFACE AREA REQUIRED 3,435 ft2 SURFACE AREA REQUIRED 5,099 ft2 SURFACE AREA REQUIRED 6,951 ft2 SURFACE AREA REQUIRED 2,423 ft2 SURFACE AREA REQUIRED 2,762 ft2 ( ��/1Him�� RECTANGLE BASIN PROVIDED 50' X 100' RECTANGLE BASIN PROVIDED 50' X 100' RECTANGLE BASIN PROVIDED 55'X 110' RECTANGLE BASIN PROVIDED 60' X 120' RECTANGLE BASIN PROVIDED 40' X 80' RECTANGLE BASIN PROVIDED 40' X 80' 03/20202g SURFACE AREA PROVIDED 4,958 ft2 SURFACE AREA PROVIDED 4,958 ft2 SURFACE AREA PROVIDED 7,158 ft2 SURFACE AREA PROVIDED 7,158 ft2 SURFACE AREA PROVIDED 3,114 ft2 SURFACE AREA PROVIDED 3,114 ft2 BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: E BASIN VOLUME DESIGN = 1,800 ft3/acre BASIN VOLUME DESIGN= 1,800 ft3/acre BASIN VOLUME DESIGN = 1,800 ft3/acre BASIN VOLUME DESIGN = 1,800 ft3/acre BASIN VOLUME DESIGN = 1,800 ft3/acre BASIN VOLUME DESIGN= 1,800 ft3/acre oi Q Q BASIN VOLUME REQUIRED 5,400 ft3 BASIN VOLUME REQUIRED 6,066 ft3 BASIN VOLUME REQUIRED 6,660 ft3 BASIN VOLUME REQUIRED 6,930 ft3 BASIN VOLUME REQUIRED 5,706 ft3 BASIN VOLUME REQUIRED 4,878 ft3 `IN° Q BASIN VOLUME PROVIDED 8,273 ft3 BASIN VOLUME PROVIDED 8,273 ft3 BASIN VOLUME PROVIDED 12,313 ft3 BASIN VOLUME PROVIDED 12,313 ft3 BASIN VOLUME PROVIDED 6,753 ft3 BASIN VOLUME PROVIDED 6,753 ft3 LL, U .9 m TOP OF EMBANKMENT ELEVATION 309 TOP OF EMBANKMENT ELEVATION 309 TOP OF EMBANKMENT ELEVATION 276 TOP OF EMBANKMENT ELEVATION 276 TOP OF EMBANKMENT ELEVATION 317 TOP OF EMBANKMENT ELEVATION 317 C/) C/) EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft Q Z 3: z z z BOTTOM ELEVATION 305.00 BOTTOM ELEVATION 305.00 BOTTOM ELEVATION 272.00 BOTTOM ELEVATION 272.00 BOTTOM ELEVATION 312.00 BOTTOM ELEVATION 312.00 o v � N O EMERGENCY SPILLWAY ELEVATION 307.00 EMERGENCY SPILLWAY ELEVATION 307.00 EMERGENCY SPILLWAY ELEVATION 274.00 EMERGENCY SPILLWAY ELEVATION 274.00 EMERGENCY SPILLWAY ELEVATION 315.00 EMERGENCY SPILLWAY ELEVATION 315.00 a -o a � � 0 BASIN DEPTH 2 ft BASIN DEPTH 2 ft BASIN DEPTH 2 ft BASIN DEPTH 2 ft BASIN DEPTH 3 ft BASIN DEPTH 3 ft � 0 o M EMERGENCY SPILLWAY WIDTH 10 ft EMERGENCY SPILLWAY WIDTH 10 ft EMERGENCY SPILLWAY WIDTH 25 ft EMERGENCY SPILLWAY WIDTH 25 ft EMERGENCY SPILLWAY WIDTH 10 ft EMERGENCY SPILLWAY WIDTH 10 ft p; ate, w 000 Z YJ M PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES Q �z D O SKIMMER SIZE 2 inch SKIMMER SIZE 2 inch SKIMMER SIZE 2 inch SKIMMER SIZE 2 inch SKIMMER SIZE 1.5 inch SKIMMER SIZE 1.5 inch o 0cj� ORIFICE DIAMETER 1.5 inch ORIFICE DIAMETER 1.5 inch ORIFICE DIAMETER 1.5 inch ORIFICE DIAMETER 1.5 inch ORIFICE DIAMETER 1.5 inch ORIFICE DIAMETER 1.5 inch '� �"' z z > O LU DEWATERING TIME 2.54 da s IDEWATERINGTIME 2.86 days IDEWATERINGTIME 3.14 days IDEWATERINGTIME 3.26 days IDEWATERINGTIME 3.11 days IDEWATERINGTIME 2.65 days 1=- L � 00 BASIN NAME BASIN 4- PHASE 1 BASIN NAME BASIN 4- PHASE 2 0 oi� O� U BASIN TYPE SKIMMER BASIN TYPE SKIMMER � -1 O O z LnM � � TOTAL DRAINAGE AREA 6.40 acres TOTAL DRAINAGE AREA 7.32 acres J Q Q ll Tc (TIME OF CONCENTRATION) 5 min Tc (TIME OF CONCENTRATION) 5 min ~ U) Ull r C VALUE 0.30 C VALUE 0.40 U) z 1 (10 YEAR STORM) 7.84 in/hr 1 (10 YEAR STORM) 7.84 in/hr U) N SURFACE AREA CALCULATION: SURFACE AREA CALCULATION: 0 O Q10 = CIA 15 cfs Q10 = CIA 23 cfs (D ' SURFACE AREA (AC) = 325 SF * Q10 (CFS) SURFACE AREA (AC) = 325 SF * Q10 (CFS) 0 U-1 SURFACE AREA REQUIRED 4,892 ft2 SURFACE AREA REQUIRED 7,461 ft2 RECTANGLE BASIN PROVIDED 65' X 130' RECTANGLE BASIN PROVIDED 65' X 130' 0 N N c�\I SURFACE AREA PROVIDED 8,408 ft2 SURFACE AREA PROVIDED 8,408 ft2 w IL N o 0 BASIN VOLUME CALCULATION: BASIN VOLUME CALCULATION: v p o N Q N BASIN VOLUME DESIGN = 1,800 ft3/acre BASIN VOLUME DESIGN = 1,800 ft3/acre z O C) BASIN VOLUME REQUIRED 1,962 ft3 BASIN VOLUME REQUIRED 3,618 ft' 0 DATE BASIN VOLUME PROVIDED 14,633 ft3 BASIN VOLUME PROVIDED 14,633 ft' > 12/15/2023 TOP OF EMBANKMENT ELEVATION 331 TOP OF EMBANKMENT ELEVATION 331 0 EMBANKMENT WIDTH 5 ft EMBANKMENT WIDTH 5 ft r DRAWN BY BOTTOM ELEVATION 327.00 BOTTOM ELEVATION 327.00 332 EMERGENCY SPILLWAY ELEVATION 329.00 EMERGENCY SPILLWAY ELEVATION 329.00 BASIN DEPTH 2 ft BASIN DEPTH 2 ft • DESIGNED BY EMERGENCY SPILLWAY WIDTH 25 ft EMERGENCY SPILLWAY WIDTH 25 ft • 332 PROVIDE 3 BAFFLES PROVIDE 3 BAFFLES SKIMMER SIZE 1.5 inch SKIMMER SIZE 1.5 inch • CHECKED BY ORIFICE DIAMETER 1 inch ORIFICE DIAMETER 1 inch • R. BAKER DEWATERI NG TI ME 2.40 days DEWATERI NG TI ME 4.43 days • • SCALE PART III PART III PART III • AS NOTED SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT • THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER Implementing the details and specifications on this plan sheet will result in the construction " , ,,,a • SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C REPORTING 2. Provide drip pans under any stored equipment. : ,,, • `"" activity being considered compliant with the Ground Stabilization and Materials Handling T Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the I P sections of the NCG01 Construction General Permit(Sections E and F,respectively). The �* °:ram •i below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: permittee shall comply with the Erosion and Sediment Control plan approved by the project. personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as which it is safe to perform the inspection. In addition,when a storm event of equal to or hazar dous waste(recycle when possible). The following items pertaining to the E&SC plan shall be kept on site and available for may not apply depending on site conditions and the delegated authority having jurisdiction. ' ,•.,,,,,, �� " " greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be 5. Remove leaking vehicles and construction equipment from service until the roblem •' . ., SECT21•-• inspection at all times during normal business hours. gp FAR- performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: has been corrected. TT a"'"'"°"�"'n' '°w'w°'w' were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements SECTION E:GROUND STABILIZATION LM00.1r WMf•CYO•"L Tf o M,,,o,.am, i 1••R•10 N"1 M LOO••.•t RMO M O M il•CIIIQ Y p q • They are 25 gallons or more, 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products aa'..a,e•�'s"•*""°� �,,.,o"a�, �•.:,, Required Ground Stabilization Timeframes euen m„•" el.•a •• vas Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, to a recycling or disposal center that handles these materials. n"•rvm�mwa bmo ova. amocrz v.•on n.cnr• mr m arrr i••o vr" Inspect Burin normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Ian or complete,date Stabilizewlt within Is p (during p g Y pP P P � • AREIVE GRADE WASVbnT STRUCTURE business hours) locations,dimensions and relative elevations and sign an inspection report that lists each They cause sheen on surface waters(regardless of volume),or many calendar REtov GRADE vasworar STRUCTURE � Site Area Description Timeframe variations Im-te-e.� �� (1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC Ian. E&SC measure shown on the approved E&SC • days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE o maintained in If no daily rain gauge observations are made during weekend or PP p PP They are within 100 feet of surface waters(regardless of volume). Y g good workin; holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. order available,record the cumulative rain measurement for those un- initial Installation of the E&SC measures or if (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS c attended days (anc this will determine it a site inspection is the F&sC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. needed)- Days on which no rainfall occurred snarl be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA g Y � perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface "zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85. Y 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local m (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC o approved by the Division. (b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. J ° (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection 7 None m (HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in I--I ,_ Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the g (d) Anticipated bypasses and unanticipated bypasses. from upland areas and does not drain direct) to a storm drain,stream or wetland. 3 and within 24 3. Name of the person performing the inspection, COnStrUCL100 phase. If slopes are 10'or less in length and are p y addition place the mixer and associated materials on impervious barrier and within o (c) Slopes steeper than P g N N hours of.rain 4. Indication of whether the measures were operating 7 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. ` ° (c) Ground cover is located and installed Initial and date a copy of the approved E&SC 3:1 not Steeper than 2:1,14 days are �,(� 1 Q event>1.0 inch in properly, a Noncompliance with the conditions of this permit that may endanger health or the allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection ( ) p p Y g Y P q PP 0 Q w a 6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. -7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for (3)Storm water At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two I a Q discharge 7 calendar days 2. Date and time the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. U J o outfalls(SDCs} and within 24 3. Name of the perr the performing the inspection, 2.Reporting Timeframes and Other Requirements hours of a rain 4. Evidenceof indicators of stormwater pollution such as oil requirements for all E&SC measures (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk Q 0) After a permittee becomes aware of an occurrence that must be reported,he shall contact sections. Stormwater accumulated within the washout ma not be um ed into or Q z N event>1.0 inch in sheen,floating ib eu sediment solids or discoloration, have been performed. Zones 9. On business days,clean up and dispose of waste in designated waste containers. Y p p 24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the discharged to the storm drain system or receiving surface waters. Liquid waste must I--I ° (e) Corrective actions have been taken Initial and date a copy of the approved E&SC -10 days for Falls Lake Watershed 6. Description,evidence,and date of corrective actions taken. other requirements listed below. Occurrences outside normal business hours may also be be pumped out and removed from project. � J (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE Z Q reported to the Department's Environmental Emergency Center personnel at(800) ° site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368. ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it and within 24 1. Actionstaken to clean up or stabilize the sediment that has left corrective action. (e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, LU ,^ ,^ m Hours of a rain the site limits, flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface V) Q v 1 N install protection of storm drain inlet(s)closest to the washout which could receive (n U event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site occurrence Reporting Timeframes(After Discovery)and Other Requirements there is zero slope waters unless no other alternatives are reasonably available. w70 spills or overflow. � c 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. 3. Contain liquid wastes in a controlled area. Z = m i n available it I f r in c rs at II imes during n rm I in h r unless th de deposition in a Note:After the permanent cessation of construction activities,any areas with temporary q 7. Locate washouts in an easily accessible area,on level round and install a stone If releases. Y g Q site d d ab e 0 inspectors t0 a t dU normal bUs e55 hours,U e55 a Within 7cdlenddrda s a report that contains a descri description of the T s Streams or At least once per If the stream or wetland has increased visible sedimentation or a p g p y' p p ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance ad in front of the washout. Additional controls may be required b the L)..) a ( ) p Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. p y q Y U O -2 wetlands onsite 7 calendar days stream has visible increased turbidity from the construction practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. z Q - } this requirement not practical: Division staff may waive the requirement for a written report on a or offsi[e and within 24 activity,then a record of the following shall be made: q p activity. Temporary I-1 case-by-case basis. y ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project Il z ° (where hours of a rain 1. Description,evidence and date of corrective actions taken,and y- surface stable against accelerated erosion until permanent ground stabilization is achieved. J m accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. If the stream is named on the NC 303(d)list as impaired for sediment- limits. Post signage on the washout itself to identify this location. ,,�.�// 24 hours Regional Office per Par[III,Section C,Item(Z)(a)of this permit. related causes,the permittee may be required to perform additional PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit Q I..L J 3 (6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC GROUND STABILIZATION SPECIFICATION monitoring,inspections or apply more stringent practices if staff 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tar stabilization ofgrading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall Stabilize the round sufficient) so that rain will not dislod e the soil. Use one of the p p,sand bags or other temporary structural Z w O - determine that additional requirements are needed to assure compliance g Y g streams or wetlands unless there is no alternative reasonably available. If 50 foot components onents when no Ion longer functional. When utilizing alternative or proprietary rietar z a Q measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the techniques ues in the table below: p g g p p y Ill with the federal or state impaired-waters conditions. q offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. J 5 M activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of p 5 0 ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. ° electronically-available records in lieu of the required paper copies will be allowed if 10. At the completion of the concrete work,remove remaining leavings and dispose of O U Z O 2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and •Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high ° N measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release. gin an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance Z �' z p other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused b removal of washout. LU m N timeframe or an assurance that they will be provided as substances per Item Y 3.Documentation to be Retained for Three Years • Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor Ul O 0 o soon as possible. portable toilets for leaking and properly dispose of any leaked material. Q 1(b) (c)above 0 N J - Rolled erosion control products with or reinforcement matting m All data used to complete the a N01 and all inspection records shall be maintained for a period fp p g Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace U � 1 T� (c)Anticipated A report at least ten days before the date of the bypass,i ossible. without temporary grass seed H droseedin t.J c NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] P Y g Y g with properly operating unit. to ° bypasses[40 CFR The report shall include an evaluation of the anticipated quality and o a 122.41(m)(3)] effect of the b • Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES Z = E bypass. 7 Plastic sheeting '6 PART II,SECTION G,ITEM(4) (d)Unanticipated Within 24hours,an oral or electronic notification. with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label to N • Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT tos= 0- bypasses[40 CFR Within 7colendardays,a report that includes an evaluation of the restrictions. O d o DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least Z 122.41(m)(3)] quality and effect ofthe bypass. 2. Store herbicides,pesticides and rodenticides in their original containers with the O O IH O 3 •structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls (u (e)Noncompliance Within 24hours,an oral or electronic notification. label,which lists directions for use,ingredients and first aid steps in case of = a retaining walls and surface waters unless it can be shown no other alternatives are reasonably ,^ � C� � Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions Within 7calendardays,a report that contains a description of the accidental poisoning. z v/ 3 • zo for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, Rolled erosion control products with g rass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is O Z CoZ Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of O POLYACRYLAMIDES PAMS AND FLOCCULANTS five feet from the toe of stock possible or where they may spill or leak into wells,stormwater drains,ground water g X U) health or the been corrected,the anticipated time noncompliance is expected to ( ) pile. or surface water. If a spill occurs,clean area immediately. environment[40 continue;and steps taken or planned to reduce,eliminate,and 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. iY w a)H (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal 4. Do not stockpile these materials onsite. w CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). Construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance p ° to shall not commence until the E&SC plan authority has approved these items, Division staff may waive the requirement for a written report on a u� 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined rt o U (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. m r 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated °-- N (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include HAZARDOUS AND TOXIC WASTE o .3 PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. a o properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, 1. Create designated hazardous waste collection areas on-site. m tm _ 4. Provide ponding area for containment of treated Stormwater before discharging .> Y co (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, �:,.n,.. - _ 2. Place hazardous waste containers under cover or in secondary containment. n m r: :. offsite. . (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and �.•`I NORTH CAROLI NA NORTH CAROL(NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 75 r 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover .'3' 'I X U (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. or Environmental Quality or surrounded by secondary containment structures. Environmental Quality � U L 2 N L � N 0 NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 � ia U m o • KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. 5 o JOB NO. N cto N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL W to M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. M o m SPECIFICATIONS, AND DETAILS C5. 14 � E L Date: Page: Date: Page: Date: Page: PRELIMINARY NOT RELEASED Single-lap spliced ends or begin new FOR CONSTRUCTION O� o roll in an intermittent check slot \\\t\�\��,I C A RO/ o O Overlap" in. Overcut channel 2" Longitudinal \\�` S S during seedbed FLOW = Q� 0 o to allow bulking anchor trench Prepare soil and apply seed before \ OF SEAL 0� / preparation p pp y 4 MAX 19-GAUGE HARDWARE CLOTH DesignfDepth installing blankets, mats or other = 0 5 = Q o 6 (4 MESH OPENINGS) temporary channel liner systems 0 0 0 0 0 O Mih 0 0 0 0 0 0 o r to Froht3- Of 03\2\202g /-YO 2 NCDOT#5 OR#57 \\ \\\\ \\ \\ WASHED STONE NOTES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� Typical installation with erosion control blankets or turf reinforcement mats 16" � 1. Terminal anchor trenches are required at RECP ends and E intermittent check slots must be constructed across Q Q C, channels at 25 foot intervals. Terminal anchor trenches D o �_ 0 0 0 0 0 0 0 0 0 0 0 12" should be a minimum of 12 inches in depth and 6 inches N M Q NCDOT #5 OR #57 in width. Intermittent check slots should be 6 inches deep = z > 6"Min. 6" Min. o 0 0 0 0 0 0 0 o WASHED STONE 6"MI° and 6 inches wide. `� o 0 0 0 0 0 0 0 0 FwATE° Intermittent check slot Longitudinal anchor trench Terminal slo a and channel anchor trench Q 6i C7 Q m p 2. Design velocities exceeding 2 feet/second require F z z_ z 0 0 0 0 o Stakes at temporary blankets, mats or similar liners to protect seed o LU U N 0 � a Construction- 3'-5' intervals °C �" - ~" Q Q J ��t�•�� Maintenance: and soil until vegetation becomes established u- co a 0 d, 1. Uniformly grade a shallow depression approaching the inlet. w 0 o rh o o �� 1. Inspect sediment fences at least once a week 3. Grass-lined channels with design velocities exceeding 6 � M 1 z z F- `l 2. Drive 5-foot steel posts 2 feet into the round surrounding the inlet. Space 2-3" Course Aggregate P� p g g p and after each 1 inch or greater rainfall. Make feet/second should include turf reinforcement mats. (D 2 M w o 0 0 posts evenly around the perimeter of the inlet, a maximum of 4 feet apart. 4. Check slots to be constructed per manufacturers z L M o z any required repairs immediately. x 3. Surround the posts with wire mesh hardware cloth. Secure the wire mesh to specifications. Q Q -a z > > 0 \ 2. Clear the mesh wire of an debris or other Initial channel anchor trench 0 C0 the steel posts at the top, middle, and bottom. Placing a 2-foot flap of the y 5. Staking or stapling layout per manufacturers specification. o 0 � � � 0 Construction: Maintenance: objects to provide adequate flow for subsequent U wire mesh under the gravel for anchoring is recommended. ram°� 6. 11 gauge, at least 6 inch by 1 inch staples or 12 inch �, z z 1. Clear the entrance and exit area of all vegetation, roots, 1. Per NCG-01 inspect at least once a week and after each 1 4. Place clean gravel (NC DOT#5 or#57 stone) on a 2:1 slope with a height rains. Take care not to damage or undercut the °� minimum length wooden stakes are recommended for E � w 0 0 w and other objectionable material and properly grade it. inch or greater rainfall; make any required repairs mesh during sediment removal. Check slots at 25' anchoring. 1 o o o LU of 16 inches around the wire, and smooth to an even grade. intervals g. o C) Cr 0 2. Place the gravel to the specific grade and dimensions immediately. 3. Replace stone as needed. �° 7. Do not stretch blankets/matting tight-allow the rolls to 0 0 0 5. Once the contributing drainage area has been stabilized, remove Ln LL LL z shown on the plans, and smooth it. 2. Maintain the gravel pad in a condition to prevent mud or MAINTENANCE: conform to any irregularities. z z (- accumulated sediment, and establish final grading elevations. w Q Q U) 3. Provide drainage to carry water to a sediment trap or sediment from leaving the construction site. This may 1. Inspect Rolled Erosion Control Products at least weekly and after each significant (1 inch or greater) rainfall event; repair immediately. rn rn r 6. Compact the area properly and stabilize with groundcover. � o other suitable outlet. require periodic topdressing with 2 inch stone. 2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP. U) Z 4. Use geotextile fabrics in order to improve stability of the 3. Immediately remove all objectionable materials spilled, 3. Any areas of the RECP that are damaged or not in close contact with the ground shall be repaired and stapled. "I foundation in locations subject to seepage or high water washed or tracked onto public roadways. 4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected. table. 5. Monitor and repair the RECP as necessary until ground cover is established. o p = z cD NORTH CAROLINA ` NORTH CAROLINA NORTH CAROLINA > > j Environmental Quality '� ! Environmental Quality '� ��Environmental Quality 0 Lu CONSTRUCTION ENTRANCE / EXIT INLET PROTECTION ROLLED EROSION CONTROL PRODUCTS (RECP) FOR CHANNELS cr_ co � � LU N N N Date: Page: Date: Steel Post Page: Date: Page: w Lu N o 0 Anchor 6 x6 min. Trench Lo ............ and staple at 12" intervals 8' Max. Standard Strength fabric with wire fence a'MIN. SILT FENCE U o 0 N .......................... 6' Max. Extra strength fabric without wire fence Q r 0 0 ........... Construction: Wire Fence z 3" Min. 0 Staple Overlaps 1. Construct the sediment barrier of standard strength or extra strength 0 DATE ---------------- Max. 5" spacing Overlap synthetic filter fabrics. > 2. Ensure that the height of the sediment fence does not exceed 24 Plastic or ? 12/15/2023 Bring material down to a inches above the ground. (Higher fences may impound volumes of Wire ties 0 level area, turn the end water sufficient to cause failure of the structure.) DRAWN BY 3. Construct the filter fabric from a continuous roll cut to the length of the 18-24" under 4" and staple at 12" barrier to avoid joints. When joints are necessary, securely fasten the 332 intervals. filter cloth only at a support post with 4 feet minimum overlap to the n 12 next post. TOP OF SILT FENCE DESIGNED BY 6" Min. . 4. Support standard strength filter fabric by wire mesh fastened securely MUST BE AT LEAST 1' _..... _......... ABOVE THE TOP OF 332 Overlap to the upslope side of the posts. Extend the wire mesh support to the THE WASHED STONE •bottom of the trench. Fasten the wire reinforcement,then fabric on the 8 down & 4 • NOTES: upslope side of the fence post.Wire or plastic zip ties should have a forward alongthe CHECKED BY Terminal slope and channel anchor trench minimum 50 pound tensile strength. 24" 1. Lime, fertilizer and seed before installation. Planting of shrubs,trees, etc. trench • R. BAKER MAINTENANCE: 5. When a wire mesh support fence is used, space posts a maximum of should occur after installation 8 feet apart. Supports should be driven securely into the ground a STEEL FENCE POST 1. Inspect Rolled Erosion Control Products Filter Fabric SCALE 2. Slope surface shall be smooth before placement for proper soil contact. p minimum of 24 inches. Wire Fence WIRE FENCE 3. For installation on a slope, place RECP 2-3 feet over the top of the slope at least weekly and after each rain 1.0 6. Extra strength filter fabric with 6 feet post spacing does not require Filter Fabric FRONT VIEW • AS NOTED inch or greater-, repair immediate) wire mesh support fence. Securely fasten the filter fabric directly to and into an excavated end trench measuring approximately 12 inches g p y' HARDWARE CLOTH BURY WIRE FENCE, posts.Wire or plastic zip ties should have a minimum of 50 pound FILTER FABRIC, deepb 6 inches wide. Pin the RECP at 1 foot intervals along the bottom 2. Good contact with the ground must be Plastic or y g tensile strength. Backflll trench AND HARDWARE • of the trench, backfill and compact. Unroll the RECP down the slope maintained, and erosion must not occur 7. Excavate the t Wire FILTER OF#57 CLOTH IN TRENCH and Compact ° STEEL FENCE POST beneath the RECP. along the proposed line of the posts and upslope from the barrier. p WASHED STONE o maintaining direct contact between the soil and RECP. °0 SET MAX 2'APART • 3. An areas of the RECP that are 8. Place 12 inches of fabric along the bottom and side of the trench. thoroughly °°cb°�boq MIN. 18"INTO SOLID 4. Pin RECP to the round using staples or ins in a 3 foot center-to-center y - -Oeel Post g g p p 9. Backfill the trench with soil placed over the filter fabric and compact. °�°o° �� GROUND pattern. damaged or not in close contact with Thorough compaction of the backfill is critical to silt fence \ ° °�C62%, 3'FILTER FABRIC the round shall be repaired and performance. C�q,�0°g�°o C6\ ON GROUND NOTES: 5. Design velocities exceeding 2 feet/second require temporary blankets, g p 10. Do not attach filter fabric to existing tr es. I I Upslope °o_8c p3 0 �J stapled. °boo moo° °\0 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches. mats or similar liners to protect seed and soil until vegetation becomes 4" 0�6o 00,b°g�°o`�°g° 2. Stone outlets should be laced on low elevation areas of silt fence and established. 4. If erosion occurs due to poorly Maintenance: r ��'O�$o°�°off° o based on field conditions. Mtn:. ° o 6. If there is a berm at the top of slope, anchor upslope of the berm. controlled drainage, the problem shall 1. Inspect sediment fences at least once a week and after each 1 inch 8" Min. rcnQ °�0�°0�04,°0°0� o° be fixed and eroded area protected. rainfall. Make any required repairs immediately. MAINTENANCE: N 7. Staking or Stapling layout per manufacturers Specification. 2. Should the fabric of a sediment fence collapse, tear, decompose, or 24" 1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch 0 8. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length 5. Monitor and repair the RECP as become ineffective, replace it promptly. or greater rainfall event. Complete any required repairs immediately. wooden stakes are recommended for anchorin necessary until ground cover is 3. Remove sediment deposits as necessary to provide adequate storage BURY WIRE FENCE BURY 6"OF UPPER EDGE OF n g volume for the next rain and reduce pressure on the fence. Take care AND HARDWARE CLOTH FILTER FABRIC IN TRENCH Freshen stone when sediment accumulation exceeds 6 inches. Keep v I 0 9. Do not stretch blankets/matting tight, allow the rolls to conform to any established. to avoid undermining the fence during cleanout. mesh free of debris to provide adequate flow. J Irregularities. 4. Remove all fencing materials and unstable sediment deposits and 2. Remove sediment when half of stone outlet is covered. ~ 3 bring the area to grade and stabilize it after the contributing drainage SECTION VIEW 3. Replace stone as needed to facilitate de-watering. N < o 10. For slopes less than 3H:1V, rolls may be placed in horizontal strips. CROSS SECTION VIEW � � a area has been properly stabilized. Q w C, a NORTH CAROLINA NORTH CAROLINA NORTH CAROLINA j �Environmental Quality �� Environmental Quality �� l�J Environmental Quality 16 ROLLED EROSION CONTROL PRODUCTS (RECP) FOR SLOPES SILT FENCE SILT FENCE OUTLET U J Q a C STAKES Date: ANGLE STAKES TO WEDGE Page: Date: Page: N MIN, 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON WATTLE ONTO GROUND PUMP O ~� Z DOWN SLOPE ISOMETRIC INSERT DISCHARGE HOSE IN TUBE z 0 WATTLE MATTING \ VIEW Q (nco 0 c W 7 V 1 GROUND(- - tt TOP OF BANK SUCTION HOSE W W Y W W W W W w w w W W W w z = w m b TEMPORARY SEEDING RECOMMENDATIONS TEMPORARY SEEDING TEMPORARY SEEDING / LU Q T -I FOR LATE WINTER AND EARLY SPRING RECOMMENDATIONS FOR SUMMER RECOMMENDATIONS FOR FALL /" W W 0 co a -i_11 _ FLOATING INTAKE. } MATTING I \(III- STAKE INSTALLATION SILT SOCK/ WATTLE DOWNSLOPE Seeding Mixture Seeding Mixture Seeding Mixture CONTRACTOR TO ENSURE W W �� y W W W W W Y y U Z O o li'yti�iif W W W W W W \� DEWATERING SOCK J "I'll`s'i Species Rate (lb/acre) SURFACE DEWATERING. W W J o Ill- CROSS-SECTION MATTING Species Rate (lb/acre) Species Rate (lb/acre) - W W W W W Y (grain) I- I- I- I- W •Y + W ' W •Y W C V-DITCH SECTION VIEW Rye (grain) 120 German millet 40 Rye rain 120 / W W W W W Q � 3 MINIMUM 4 STAKES ❑N Annual lespedeza (Kobe in 50 - \ Z W z O a MIN. 2 STAKES ON UPSLOPE In the Piedmont and Mountains, a W Y W W Y W W W W W W W N DOWNSLOPE Piedmont and Coastal Plain, Seeding Dates =I \\-I -I =I =I W W W W W W J 5 Korean in Mountains) small-stemmed Sudangrass may be Mountains-Aug. 15 - Dec. 15 0000o III -C14 -I I - - - - \- W W W W O z Q v GROUND Omit annual lespedeza when duration of substituted at a rate of 50 Ib/acre. Coastal Plain and Piedmont-Aug. 15 - Dec. 31 / 00000 - I i I- C' Z III - _ _ \ temporary cover is not to extend beyond June. Seeding Dates Mulch - WATER -I - DISCHARGE HOSE I I I I I -I -I -I =_ Lu O LU USE A MINIMUM OF 2 STAKES ON USE A MINIMUM ❑F 4 STAKES ❑N Seeding Dates Mountains-May 15 -Aug. 15 Apply 4,000 Ib/acre straw. Anchor straw by I- I- III-III- I I I- I- I- a U O g UPSLOPE SIDE DOWNSLOPE SIDE Mountains-Above 2500 feet: Feb. 15 - May 15 Piedmont-Ma 1 -Aug. 5 _I _I _ -' I I- I -I -I -I U = (, T o Y Y 9� tacking with asphalt, netting, or a mulch � � .� -I I�I I� II 4I MATTING Below 2500 feet: Feb. 1- May 1 Coastal Plain-Apr. 15 -Aug. 15 anchoring tool. A disk with blades set nearly _ _ _ ' '-I 11= = E LLJ o FLOW DOWNSLOPE Piedmont-Jan. 1 - May 1 straight can be used as a mulch anchoring tool. I I I\ z c a TRAPEZOIDAL DITCH MATTING � � Mulch g g 0- 0 3 Q a Coastal Plain-Dec. 1 -Apr. 15 Apply 4,000 lb/acre straw. Anchor straw Maintenance _�I _-I -I O O O SECTION VIEW ppY Mulch by tacking with asphalt, netting, or a Repair and refertilize damaged areas I I- I I_ � z Ditch Spacing For 12 Inch Silt Sock/Wattle Apply 4,000 Ib/acre straw. Anchor straw by mulch anchoring tool. A disk with blades immediately. Topdress with 50 Ib/acre of nitrogen -III-III-III-I I z Z co Channel Slope (%) Space Between Silt Socks/Wattles (Feet) DITCH tacking with asphalt, netting, or a mulch set nearly straight can be used as a in March. If it is necessary to extend temporary MAINTENANCE: O ° 0 1 100 anchoring tool. A disk with blades set nearly mulch anchoring tool. cover beyond June 15, overseed with 50 lb/acre LL a) 1. FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR INSPECTION AND MAINTENANCE GUIDELINES. REPLACE DEWATERING W GROUND straight can be used as a mulch anchoring tool. Maintenance Kobe (Piedmont and Coastal Plain) or Korean BAGS WHEN TRAPPED SEDIMENT HAS ACCUMULATED TO 50%OF THE BAG CAPACITY OR IN ACCORDANCE WITH THE w o 2 50 Refertilize if growth is not full adequate.uate. Mountains les edeza in late Februar or earl MANUFACTURER'S RECOMMENDATIONS. 3 33 PLAN VIEW Maintenance 9 Y q (Mountains) p Y Y o NOTES: Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately March. o N DEWATERING BAGS ARE FULL WHEN THEY NO LONGER EFFICIENTLY FILTER SEDIMENT OR PASS WATER AT A REASONABLE 3 0 4 25 1. Other materials providing equivalent protection against erosive velocities may be Reseed, refertilize and mulch immediately following erosion Or other damage. RATE. INCOMING FLOW RATES WILL VARY DEPENDING ON THE SIZE OF THE DEWATERING BAG,THE TYPE AND AMOUNT OF na, c' M 5 20 substituted for use In silt socks or wattles. following erosion or other damage. SEDIMENT DISCHARGED INTO THE DEWATERING BAG,THE PERMEABILITY OF THE UNDERLYING AGGREGATE,AND THE DEGREE 2. Use a minimum 12 inch diameter silt sock/wattle. OF SLOPE ON WHICH THE BAG LIES. N o MAINTENANCE: Q o 3. Fill silt sock/wattle netting uniformly to the desired length such that logs do not SEED BED PREPARATION: 1. Inspect silt sock/wattle(s)weekly and after each 1 inch or deform. DEWATERING SOCK LIMING-Apply lime according to soil test recommendations. If the pH (acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 z tons/acre on n r greater rain. Remove accumulated sediment and any debris. c rn 4. Use 24 Inch long wooden stakes with a 2 Inch X 2 Inch nominal cross section. coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or N.T.S. w ° 6 2. Silt sock/Wattle must be replaced if clogged or torn. higher need not be limed. � 5. Install silt sock/wattle(s) to a height on slope so flow will not wash around silt o 0 3. If ponding becomes excessive, the silt sock/wattle may need FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into E -o sock/wattle and scour slopes, or as directed. the to 4-6 inches of soil. If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. m to be replaced with a larger diameter or a different measure. p y PP 6. Install a minimum of two upslope stakes and four downslope stakes at an angle to SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large clods. If rainfall causes the -°o 4. Reinstall if damaged or dislodged.g g wedge silt sock/wattle to ground at bottom ditch. surface to become sealed or crusted,loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil . KNOW WHAT'S BELOW. 5. Silt socks/Wattles shall be inspected until land disturbance is c w p surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately after CALL 811 BEFORE YOU DIG. 15 7. The use of Polyacrylamide (PAM) is recommended. Apply 2-3 ounces of anionic ro complete and the area above the measure is permanently PAM on top of sock/wattle. Apply 1-2 ounces to matting on either side of finished grades are obtained and seedbed preparation is completed. JOB NO. W o stabilized. sock/wattle. Reapply after each 1.0 inch rain event. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N co CITY OF SANFORD NCDEQ AND NCDOT STANDARDS = ° > > SHEET NO. m c° NORTH CAROLINA { NORTH CAROLINA a.2 Environmental Quality ! Environmental Quality m SILT SOCK / WATTLE FOR CHECK DAMS TEMPORARY SEEDING RECOMMENDATIONS SPECIFICATIONS, AND DETAILS C5.15 L Date: NON-INVASIVE PERMANENT SEEDING Page: WOOD STAKE OR METAL POST 18"MIN PRELIMINARY NOT RELEASED RECOMMENDATIONS FOR FALL ROPE TOP OF DAM FOR CONSTRUCTION NOTES: SEEDING MIXTURE NON-INVASIVE PERMANENT SEEDING TARP PROTECTION Species Rate RECOMMENDATIONS FOR LATE 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. DITCH AND BURY TARP ,.�`\�� C AR�� Hard Fescue 15 Ibs/acre WINTER AND EARLY SPRING IN EDGE(MIN.12") ��0 OF ES S/0� Switchgrass 2.5-3.5 Ibs/acre* SEEDING MIXTURE 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. w WEIR UM LENGTH Q� Indian Grass 5-7 Ibs/acre* Species Rate 2 = SEAL NON-INVASIVE PERMANENT SEEDING Big Bluestem STRUCTURE () 5-7 Ibs/acre* Centipede 5 Ibs/acre 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. INFLOW z SECTION THRU WEIR - - p ¢ 5 _- RECOMMENDATIONS FOR SUMMER Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* 4. STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING, MULCH WITH TAC,AND/OR EROSION CONTROL NETTING IN ACCORDANCE WITH THE w NOTES: F \\ SEEDING MIXTURE "TEMPORARY CHANNEL AND DIVERSION SCHEDULE"ON THE OVERALL STAGE I EROSION CONTROL PLAN. _ �� GIN'E- �I 1 Species Rate * �� - 1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND ��/ D Indian Woodoats 1.5-2.5 Ibs/acre* Depending upon mix with other species. See table *Depending upon mix with other species. See table 5. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,AND/OR EROSION CONTROL NETTING. AFTER EACH SIGNIFICANT(ONE-HALF INCH OR GREATER) IBII\\`\\ 6.11.d from Chapter 6 of the NC Erosion and Sediment 6.11.d from Chapter 6 of the NC Erosion and Sediment RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT Virginia Wild Rye 4-6 Ibs/acre* Control Planning and Design Manual. Control Planning and Design Manual. 6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN 0312020241 SKIMMER SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE *Depending upon mix with other species REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS DEWATERING FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SO THAT THE . Seeding Dates Seeding Dates PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY DEVICE EMERGENCY SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.EXCAVATE THE SPILLWAY MENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE E Erosion and Sediment Controlrol Planning o SED I See table from Chapter o the Mountains- Hard Fescue- Aug 1 -June 1 Coastal Or Eastern Piedmont for Centipede-Sept. 1 - STABILIZE IT. SKIMMER OR THE FIRST CELL.MAKE SURE VEGETATION GROWING J J Mountains-Switchgrass, Indian Grass, Big Bluestem- May 1 and Design Manual. IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE n vi Q Q Dec 1 -April 15 Coastal and Piedmont for Indian Woodoats and Virginia SKIMMER. C) C ~ Piedmont and Coastal- Switchgrass, Indian Grass, Big Wild Rye- Feb 15-April 1 _ 2'MIN. N E ~ ~ J Seeding Dates 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE � 2 Q Bluestem- Dec 1 -April 1 Mountains for Indian Woodoats and Virginia Wild Rye- I - U . m m Mountains-July 15-Aug 15 WASTE MATERIAL-COMPACT, BAFFLES BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. w z +� Coastal- Indian Woodoats and Virginia Wild Rye- March 1 - May 15 I Piedmont-Aug 15-Oct 15 I- Fj SEED&MULCH AFTER g Sept 1 - Nov 1 �- <<S� VAR. CONSTRUCTION OF DITCH PLAN VIEW 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER ¢ (D U m IN THE BASIN,USUALLY JERKING ON THE ROPE WILL MAKE THE a) z Z Z Maintenance: O,o 2'-10' SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND C) W ra Maintenance: F Maintenance: Significant maintenance may be required to obtain III- 12" w v � �, O 3 Indian Woodoats and Virginia Wild Rye Hard Fescue is not recommended for slopes> 5%. j RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER Q _ Q Q O are both sun and shade tolerant. p desired cover once centipede is planted.Acceptable for I- OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO a c- are shade. sodding. TOP OF BER CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS w O No M O 0 Z_ BAFFLES(STD) CLOGGED;IF SO REMOVE THE DEBRIS. a = co () Z SEED BED PREPARATION: 1 ?�Mq 0'A 2' 1�P� STRUCINFLOTURE EMERGENCY A2 W _O _O O LIMING-Apply lime according to soil test recommendations. If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 2 tons/acre on -I I -I I- I I SKIMMER 4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE Z UJ = M H III-III-III-III-III-III I _ _ _-III I-III III III-III III ELEVATION 0 0 Z coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or III I- I 12„ CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A Q - X Z D T - PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE SURE AND Q a Q z higher need not be limed. 1= � w O Of U) FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated`- REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. o �, DE ATERING �� C7 C7 O v7 into the top 4 6 inches of soil. If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. - I -ii _s� SEE"TEMPORARY CHANNEL AND DIVERSION SCHEDULE" ZONE �� 5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY rn z z W SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large clods. If rainfall causes the V MIN = O O ON THE OVERALL STAGE I EROSION CONTROL PLAN FOR -� REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH L LU U U surface to become sealed or crusted, loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil ---- FREEBOARD OF THE SPILLWAY.CHECK THE EMBANKMENT,SPILLWAYS,AND DIVERSION DITCH LINING MATERIAL H 0 p W surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT o O after finished grades are obtained and seedbed preparation is completed. FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS 0 O U NOTES: INLET SHALL BE PROTECTED IMMEDIATELY.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE Ln w w Z CROSS SECTIONAL VIEW 4"PVC OUTLET PIPE DISSIPATER SKIMMER AND POOL AREAS. w Z Z ~ 1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table. (AS NEEDED)FROM EROSION CROSS SECTION Q Q 07 2. A North Carolina Department of Agriculture soils test ore equal)Is highly recommended to be obtained for all areas to be seeded,sprigged,sodded or planted. ~ U r P 9 ( q ) 9 YP WITH RIPRAP,TARP, MATTING PAD 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. � 3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover.Soil blankets may be used OR EQUIVALENT. RIP RAP SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER U) Z in lieu of nurse crops. Mat,tack or crimp mulch,as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. N of at least 80%. L) 4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. O O NORTH CAROLINA 2 Z 'A'Environmental Quality STANDARD TEMPORARY DIVERSION DITCH STANDARD SKIMMER BASIN (D ' PERMANENT SEEDING RECOMMENDATIONS O w SEEDBED PREPARATION o co � � NOTES: w N N N 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING w < N - - 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. - = Q Lo o STAPLES OR BY TRENCHING AS FOR SILT FENCE. U p Q 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP. r o 0 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,WHICH SHOULD O 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. BE READILY ACCESSIBLE FOR MAINTENANCE.I VENT SCREEN ACCESSIBLE THROUGH DOOR M DATE 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE MIXTURE BELOW). 3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE 5 � 1211512023 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. ROPE FOR MAINTENANCE _ 1st Cell I 2nd Cell r SECURED TO WOOD OR O 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. 5%of basin 25%of basin 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. r urface area surface area METAL STAKE BEYOND DRAWN BY 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER TLE ZONE 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE THE EDGE OF THE BASIN 332 SEEDING. 35 of ' asin surface area 1 0 of BERMS. sin surface a 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 6. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER DESIGNED BY EACH SIGNIFICANT(1/2 INCH OR GREATER)RAINFALL EVENT AND REPAIR 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL • 332 STAND SHOULD BE MORE THAN 60%DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. • PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. FLOAT 9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS FLEXIBLE JOINT • CHECKED BY ESTABLISHED. 7. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE, (RADIATOR HOSE) • R. BAKER AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL PLAN VIEW NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER OUTLET END: CONNECTION • • 4 DEBRIS FROM THE RISER AND POOL AREA. TO OUTLET PIPE OR RISER SCALE NOTE: DIMENSIONS SHOWN ARE TYPICAL. BARREL PIPE LONGER THAN SHOWN. • AS NOTED CONTRACTOR'S SWAMP MATS MAY DIFFER • DIMENSIONALLY FROM WHAT IS SHOWN. CROSS SECTION NOTES: SUPPORT ROPE SUPPORT POST 1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ONE-HALF INCH OR GREATER RAINFALL EVENT AND REPAIR • UPPER DECK OF TIMBER MAT CROSSING TO WIRE TO 24"INTRO BOTTOM STAKE TO ( ) � TO BE SOLID DECK, WITH A SIDE BOARD FENCE AND FABRIC PREVENT SAGGING OR SIDE IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT AND WASHED STONE APPROACH. BURIED IN TRENCH / \ SUPPORT WIRE OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM STEEL POST THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT _ HOLD DOWN THE SKIMMER. 6"X6"TRENCH, I 2. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP ANDIL 16' BACKFILLED AND 2' DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE 6 COMPACTED THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. f Ll 41w= 3. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY SECTION VIEW AT OPENING COIR MESH OR SIMILAR,STAPLED OR FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 2 TRENCHED INTO BOTTOM OR SIDE 0•2' 4. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. U) > J ° 0.2' W TYPICAL MAT SECTION (V Q 3 SECTION A-A STANDARD BAFFLES DETAIL STANDARD SKIMMER DETAIL 0 Q W ° TIMBER MAT DETAIL a N.T.S. i 0 co U J Q a L A A CONSTRUCTION SPECIFICATIONS O Z 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES L1J � SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE V) (n U _________ - SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO w BE FILLED BY INCREASING THE RIPRAP THICKNESS. LZ C) co Q)i APPROVED SEDIMENT FILTERING 3d d 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE UO a } DEVICE(SEDIMENT FILTER BAG). 0 Q PLANS. i--I z Z Z -_______ PROVIDE POSITIVE DRAINAGE FROM J 1--I PIPE OUTLET TO FLAT 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM a SEDIMENT FILTER BAG TO STREAM. STREAM DIVERSION PUMP Q DISCHARGE HOSES PUMP ZONE - _ AREA WITH NO DEFINED J PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND Q 3 P CHANNEL PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD Z W O DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE ACTIVE WORK ZONE I.-I z a a OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE � 5 STABLE RIPRAP PAD � O ,n TO PREVENT SCOUR HOLE / P K 250 MAX ROCK SILT SCREEN PLAN VIEW IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. J O a N LL DISCHARGE WITH STA LE OUTLET I- C) 1 ST 2EAMgA SUMP HOLE 4. RIPRAP MAY BE PLACED BY BUT TAKE CARE TO AVOID DAMAGING THE FILTER. O U 7 cn o � �_ ^� (NOTE 3)OR ON BEDR CK OR POOL EQUIPMENT, N ! 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. LU 0 �" '�'-� F - 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARDCY) , ANGULAR, HIGHLY U U _J O c FLOW SEDIMENT INTAKE HOSE SUMP-HOLE FOR POOL \REPS` WEATHER-RESISTANT AND WELL GRADED. U c - DIKE CLEAN�` WA ER DIKE (12"TO 18"DEEP,2-FT DIA.) �s \ 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP = o La AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. z N a F<r7 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY O Z ° I_ WORK AREA LENGTH NOT TO EXCEED �; I \ W 0%� STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE O O 1--1 � I_ THAT WHICH CAN BE COMPLETED IN ONE DAY INTAKE HOSE d UPPER SECTION OF THE APRON. z V l 3 III / co 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. (TEMPORARY O o DISCHARGE 2 n o HOSE DEWATERING KEY IN 6 -9 SEEDING AND PERMANENT SEEDING). X Of w SEDIMENT PUMP �FLOW FILTER CLOTH RECOMMENDED FOR LU I-_ a) (q AS NEEDS MAINTENANCE °w TEMPORARY PUMP AROUND SEQUENCE DIVERSION PUMP ENTIRE PERIMETER c o U SPECIAL STILLING BASIN RAW PUMP INSPECT MATTING ONCE A WEEK AND AFTER EACH RAINFALL. IF WASHOUT BREAKAGE OR a N 1.SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. WITH ROCK PAD BASE FLOW SECTION A-A o - 0 2.INSTALL UP-STREAM SANDBAG DAM. EROSION OCCURS, REPAIR SURFACE, RESEED, REMULCH AND INSTALL NEW NETTING AND a. " M 3.INSTALL DOWN-STREAM SANDBAG DAM. NOTE: ANCHORS AS REQUIRED. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. > Y 4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON. U) co N p 5.STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. 1.WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. X o U 2.ROCK SILT SCREENS REQUIRED FOR PUMP 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE .5 AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING. NOTES: 3.STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL RIPRAP AND SOIL FOUNDATION. 1.SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA,AND FOR ENERGY DISSIPATION AND 45° m o 0 STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA.THE PUMP SHOULD DISCHARGE ONTO A STABLE ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT RIP RAP OUTLET PROTECTION 6 � VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS. THE WATER DISCHARGES VERTICALLY UP IN THE AIR.THE OUTLET WILL c 2.WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG BE APPROVED BY THE DESIGNER PRIOR TO PUMPING. m OR OTHER APPROVED DEVICE.THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE NOT TO SCALE - CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE . KNOW WHAT'S BELOW. a�i a SEDIMENT FILTER BAG AND THE STREAM BANK. CALL 811 BEFORE YOU DIG. `o JOB NO. U o c o N o N 41353.012 P ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co TEMPORARY PUMP AROUND TYPICAL PUMP AROUND OPERATION CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. o coSPECIFICATIONS, AND DETAILS C5. 16 L I VARIABLE WIDTH � J� to /� �_� PRELIMINARY NOT RELEASED I � „��\��;_- FOR CONSTRUCTION DRAINAGE EASEMENT VARIABLE WIDTH ry - _ / rl 10' PUBLIC UTILITY EASEMENT ACCESS/UTILITY � CAR�'',/ 1EASEMENT 10' PUBLIC UTILITY EASEMENT \� - 10' PUBLIC UTILITY EASEMENT - - - SS CD - FIRE HYDRANT ASSEMBLY �_ _ II ,� 355 �3SO - i� / �- _ FIRE HYDRANT ASSEMBLY FIRE HYDRANTBLY = SEAL 42" RCP ,r4 - - - \ 36" RCP ��_ _ -'_- _ - 315 //� GIN 1 AS M cn M p cP� �p �S O 111111\\\\ 10+0�� 10+ ° 1+50 12+ + 0 3+ 0 `�7- ��50 -15+ 15+ 16+00 16+ � 17+0 \ \ 7+50 18+0 18+50 19+00 19+5 � 0+50 21+00 c°',, 0,3/20202g 12"x8" TEE PRIVATE ROAD A o (1) 12" GV - M�� M„8 M..8 M.8 m"8 M.9- M.9 M.8 (1) 8" GV + I- � g X 6" TEE � - _ _ - � - E 8" GATE VALVE _-� _ - o �� _ '-� - - 13 ----- \ \ r> �_� i / 325 _ 320�� C - -�� `1.0 o ~ ~ J J Q ---- 1 ----- �� I 8" GATE VALVE PROPOSED 8 \ _ why y T I \ Q N n C, \ w�w .v w y� �v-w-.r�s Z .v w .v w / 1 I / / i \ \ N E I I / + _ __ _--- w y v y y y y y y y y, y y� y / / I \ ; _ / / 8" GATE VALVE E m 8 X 6 TEE /T �yy �yyy, yyy�yWyywyyy Yy yy yyywyy� v / \\ .- I l I / _ / ^ ' - -l / 8 X 6 TEE Z I C900 PVC WATERLINE w y / I \ \ \ \ 111 Lu } -�- l ` / y yyyWwy y y x I�� I I �' _ > - ' `' \ \ \\ ri----�, (D _- \ w .i. w w vci w w .v w w w w .v w .d w / /' ./ I / I � / - - , - \ H � („)' U m _ \ / / / / 1I yyyyyyyyyyyyyyyyyyyyyWyy^y/vyy I _ I I I \ - - - - \ 1 h Q a) z z I I / J y Y Y yY y Y y Y y ,G y w y J I / - /\ / I I l� / \ /\ 0 W f0 Cn I VARIABLE WIDTH ` \ I y �Y .v y w y �Y� �Y .v w .✓vim � �� \ '� I // `\ U I I I / - _ Jwywywywywyo`yywyw wWwyw dyy -\ / �� l/i r ))/ � O Q Q I _ / 7 II DRAINAGE EASEMENT \ \ \ \ y y� ( y y y y� _ - - 1 �1 / l �\ / �<< c✓��III(�� \ ` \/ a 00 L �I �O �� )�)1j% \\ w 0 r.4. ri p 0 '330 �' \\ / r O r) r� / 3 I /\// ,//�\� _ a = � �, z z z -`V[I � ,i-�/ \ � _ o PROPOSED 1" WATERLINE I ,\ \ ,1 /// H ,� w O OU - � Q X AND CORP STOP '/ �� - "' x _ / �_ \� SCALE 1"=50' � � � U U z ,1 m z z ROAD A PLAN - STATION 9+50 TO 21 +00 � � o o Lu o0 � � 0 Oz 370 370 "' _j Z Q w (/) U) r 180'VC 0 rK= 30.00 N A.D. = -6.00% PVI ELEV = 359.26 0 365 PVI STA= 11+25 365 = Oz HIGH PT STA= 10+35.00 � j HIGH POINT ELEV = 361.06 0 Lu BVCS = 10+35.00 0 o BVCE = 361.06 0 0/ EVCS = 12+15.00 w N N N 360 EVCE = 352.06 360 LLI w N 0 0 = Q L j LO FIRE HYDRANT ASSEMB Y u 0 Q N O O Z 12"x8"TEE cn DATE (1) 12" GV 355 (1)8" GV \ 355 0 12/15/2023 36" 3OO'VC r DRAWN BY T MIN. COVER K= 52.17 A.D. = 5.75% 332 18 inch RCP PVI ELEV = 337.26 U U O w w DESIGNED BY 350 � � � � oo PVI STA= 14+00 z z -� LOW POINT ST - +50.00 = = 350 • 8" GATE VALVE _ LOW POINT ELEV = 333.88 C) • 332 BVCS = 12+50.00 EXISTING GROUND � _ � � • CHECKED BY BVCE = 349.26 _ EVCS = 15+50.00 • R. BAKER EVCE = 333.88 345 \ \ HIGH PT STA= 16+50.00 345 • SCALE PRCPOSED 8"J HIGH POINT ELEV = 331.63 • C900 PVC WATERLINE PVI STA= 16+75 AS NOTED \ PVI ELEV= 331.07 A.D. _ -0.75% 340 K = 66.67 340 50'VC FIRE HYDRANT O Co O N ASSEMBLY o m o Cl? + Co + Cl) Co II � II 335 \ \ • II U II U 335 � � � > D \ Um Uw \ _2 5% m w LOW POINT STA= 21 77.27 O LOW POINT ELEV= 3 8.00 Q PVI STA= 21+93. + 330 PROPOSED GRADE PVI ELEV= 31� o 8" GATTVALVE 15.7" J A.D. = 6.75% (� 3 K = 44.44 (V � O �, 300'VC ° - / FIRE HYDRANT � o Q CL 36 inch RCP _ _ _ / ,3 ASSEMBLY Co o r-I a Cm O 325 42 in h RCP ��\f\ _ - - Opt M 325 LEGEND ` ON II ° u) j -100- EXISTING CONTOUR O z + - j 00 100 PROPOSED CONTOUR 1 m - - EXISTING PROPERTY LINE 0 ° R/W EXISTING RIGHT OF WAY LLJ Q Qco 320 320 __ __ PROPOSED LOT LINE U T / \ ACCESS EASEMENT z � (n U - - - - - UTILITY EASEMENT Lu / \ DRAINAGE EASEMENT CL U z 0 ~` PROPOSED SETBACK J �--� z Lu 315 8" GATE VALVE 315 - - - CENTER OF CREEK Q J ° a N ,� A, �, �, ,, EXISTING WETLANDS - W z � a 4 PROPOSED FLARED END SECTION J O 0(A 0 -0 0 o PROPOSED STORM DRAINAGE PIPE ° o o < W a O 0 310 310 5 UTILITY LEGEND u U J � a PROPOSED WATER MAIN $"W Q oV) J 0- 0 FIRE HYDRANT ASSEMBLY � O O ° � D Q305 305 0 BLOWOFF ASSEMBLY 0 0 z Q U) N 0 0 50 GATE VALVE o ` o PROFILE SCALE Q a) rY a PROPOSED SEWER MAIN SANS Q p .LU-� O 0r N 300 300 PROPOSED FORCEMAIN F o '- 3 PROPOSED MANHOLE QS > Y N PROPOSED SEWER CLEANOUT ❑Q .� � U N :5 i U L 2 N 295 295 N 0 � o o E � 0 Cp N Co N ` N 00 co M 03 Co 03 Co 03 Co 00 � c0i m ON � � Cps CAN � O � O C\jN � N mod) � � CYj00 nl0 � M ON OpN � N � N �} N C\jN � N aim 0600 �D I- O u h N Cf N <I � �I N Cn 't Co O M N Co 00 M r- Co CA Co M C\I 00 C\I M C\I 00 N) M N 00 t\I M � 00 � CO o M CO Co Co M M �� C`') Co Co M C`') M Co M M M M M M C') Co � • KNOW WHAT'S BELOW. 0 0 O 6) C9 M 0) V) N 6� f� M N O 00 f� V) N 6� ao -0 Cfl Lo Lo � Nt It It M M M Co M M M N N N N N N - CALL 811 BEFORE YOU DIG. CM Co Co CM e') e') e') e') e') Co M M M M e') CM ce) e') e') M e') e') JOB NO. ° c 0 0 b 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N Co ROAD A PROFILE - STA. 9+50 TO 21 +00 CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a 0 M HORIZ SCALE: 1"=50' SPECIFICATIONS, AND DETAILS w a) VERT SCALE: 1"=5 C6.0 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION CA i — — — — �� , N /�. O ESS/ ;pen1 < / — 'P 1\ VARIABLE WIDTH SEAL 'I ) \\ ACCESS/UTILITY 0 5III VARIABLE ID TH EASEMENT DRAINAGE EASEMENT _— GINS IIIOIIIIIw� t / / � � 111 1 � � , � I \ \ \ - - -• = � � � 295 , � / i� � v ,//jam ,� , \ I 1 M h I �-1 1 b 1 I ► I \ �n /// _ \ � - T \\ \ f I 1 1 I I / I IIM I I Ic? I I IM I l N 1 \ I M \ \ r2O \ \ \ � _ `31S —31``S' 15 ' _ ` _ — ` — "-- , 60" RCP 3 ////J w. B \\\\` +� \\ \ \ e I. I 1 r \ J J I�1 I I I — — — \ \ \ \ \ — — 3 — — — — s — — , _ ( ) �XO / ( //I I I I I I 1\0312020241 \ 8"x8rr 0 TEE 8" GATE VALVE - ,_ -- \ �\ \ \ \ ` (2)8 GV - 8" X 6" TEE> � � 1 -� 310 325 \ \ � _ \ /-�/ 3k0 8" GATE VALVE _�` 1 _ --� - - %-� ` �% /5/ �\ \: / , " Q Q 315 _ .. _ - - _ _ 320 -- 30k00 3� 0 8"X6" TEE Z vv� D 0 �- 20+00 0+50 21+00 2 i+50 22+ 22+50 23+00A X 3f•50 I 2 +00 \ 24+5 25+00 25+50 26 0 , 26+�00 27+50 1 +00 28+ 0 29+00 0�5ti— /(\f\"$ / `L°�� \ / = z .OQ I -� ' PRIVATE ROAD A C� - N , o \ ` \ <i�— ��. ~ 3 Mrr9 M.9 M 9 s$- Mrr9 `L Mrr9 AArr8 M,r8-�` 2 r' _ r' `� ` CC) FIRE HYDRANT ASSEMBLY Q a3 - z >z_ � -42" RCP �, f- F- 8" GATE VALVE /- ` < ` Of Lu � - � Q Q J 320 -� Ar 42 RCP 8" X 6"TEE - �� 10' PUBLIC UTILITY EASEMENT i2 W N M 0 � 329 � _ \ < \ \ \ o o M � � 330 - - / r ��i. ♦ c7 01 o; (f) O O O -'/ \ \ \\\T/� _ - --- I 325 - \� \ � I , a x U z z z �` _ \ �I 1\ FIRE HYDRANT ASSEMBLY - - FIRE HYDRANT ASSEMBLY \ `\ \ \ \ \ \( ; -- _ r�i i� r��i- _ z W m Qw U I� --�C > 1 //�I I \ \ 1 I f r f\ r ��. - - l4�\ i+ 10' PUBLIC UTILITY EASEMENT 1 _ D ` 1 / \ J I \ ` - I r rr / \ a � X Of O O I `J// r rr ��, a s z O I \ �1 10 PUBLIC UTILITY EASEMENT p \ \ I ( ( I I I \ 1-- / ( °C '� O u) 1� ) PROPOSED . _ _ \ \ - � \\ \ \ d\ 1 ` % I �I \ \ _ / r �_ vj �� / `Y ' ` �� \ (<<Illr / /r I i l C900 PVC WATERLINE _ . _ _ _ I^ 1 / ) I / co I _ / c�pi/ < a, z ZLu / I / 11 I 1J \ I \� — _ \� / J p`l \ w O O / II \ \ / l 1/ t 1 I _ \ \ o\ \�\\ U W I \ I < cs0 cS l 1 / \ J I 1 0 - \ `\ \ \ SCALE 1 -50 o l � i 0 EXISTING STREAM \III \1 / \III , \\ < (A N \ `�\ �\ /I JI JI JI / — \ \\ \\ \ \ �, CD co U 335 \� \ I I 1 I ` �) \ l 2 _ _ 1 \ O O Z r \ I I I I M \ ` ' _ `` \ \ \ \\ \ w Q Q U) I I , \ \ \ 0 50' 100' ~ � o r ROAD A PLAN - STATION 20+00 TO 32+00 `� N O C5 = z > O w 0 M w N N N 345 345 w w N o 0 = Q n HIGH PT STA= 25+30.36 U Q N M M HIGH POINT ELEV = 325.91 z r o 0 O PVI STA= 25+50 u) DATE 340 PVI ELEV = 328.86 01 340 1211512023 A.D. _ -8.75% LOW POINT ST = 21+77.27 w w O DRAWN BY LOW POINT ELEV= 318.00 K= 31.43 z z 332 PVI STA= 21+93.93 C> 0 275 VC C> 00 U U PVI ELEV= 315.50 N ri I� N 00 N Q Q • DESIGNED BY 335 A.D. = 6.75% N 11 M N 11 M 335 332 K =44.44 U) U U) U • 300 VC ; Co ; I 1 • CHECKED BY O Co w • R. BAKER 330 o N N It N �,� 330 11 w w • SCALE m > > / \ \ FIRE HYDRANT • AS NOTED m I� � \ ASSEMBLY • / \ 325 / � 325 =IRE HYDRANT--? STA 27+66.76 ASSEMBLY� LOW POINT STA= 30+74.15 315010 ELEV 318.02 LOW POINT ELEV = 306.47 EXISTING GROUND PVI STA= 31+08.59 / ° \ PROPOSED GRADE PVI ELEV = 300.93 32Q // \ A.D. = 12.25% 320 0 K= 30.61 \ / \ \ 375'VC 0 rn0 O N 8" GATE VALVE S00° 8"x8"TEE Mo i (2) 8" GV + M + 315 8" GATE VALV \ N II 315 CV M o II w �' / w \ / U \ \ 62" 50 / 3' MIN. COVER \ \ m LIB l I p FIR HYDRANT Q a 310 \ ASSEMBLY 310 a 0 Cm \ 42 inch RCP \ LEGEND Q a + 42 inch RCP EXISTING CONTOUR � Z 1 \ 100 PROPOSED CONTOUR O g 305 , 42 inch RCP PROPOSE[) 8" - - EXISTING PROPERTY LINE L1Jco �� 305 R/W EXISTING RIGHT OF WAY Q Q N I C90 PVC WATERL NE \ __ -_ U PROPOSED LOT LINE z _ Y \ ACCESS EASEMENT LJJ Q (n CL co 0 \ - - - - - UTILITY EASEMENT U z O /� DRAINAGE EASEMENT a 300 \\ 300 PROPOSED SETBACK J i--i r Lu o Q 8" C)ATE\VALVE 86" - - CENTER OF CREEK Q EXISTING WETLANDS LL a PROPOSED FLARED END SECTION J O O o v \ / PROPOSED STORM DRAINAGE PIPE Q U 0)U) M 295 295 a U w 22 Co \ UTILITY LEGEND u = J � o \ / PROPOSED WATER MAIN e"W Z \ FIRE HYDRANT ASSEMBLY I--o� Q Co Z) 0 60 inch RCP O O J 0 � d 290 60 inch RCP 290 c- o - 5 BLOWOFF ASSEMBLY 00 Z V) o Q 60 inch RCP Q z N u- J GATE VALVE 0 Q 0 ao X o PROPOSED SEWER MAIN SANS � ~ � T j N285 U U 285 0 PROPOSED FORCEMAIN FM-� O ry o z 0 50 PROPOSED MANHOLE QS 0 .9 M U U PROFILE SCALE g o Q Q PROPOSED SEWER CLEANOUT ❑O Q o 280 280 o 0 N U O a r� op r\ P O � � N a� eo 00 O <1• O <1• O el• O <1• O O et P � m A N as M 06 00 06 0-) 06 O 06 O � O � O �) Co d 00 cc � m L6 � M Co O DO co � O M O � O � O ti Cp ti C6 00 os (O o 00 � (.0 A O O (o ti (\� M (\� (V (\� °0 (\� ti (\� 00 (\� (\� (fl (\� M 00 Co � 00 A M O O O M O Ln O m O � O O 6 ai M MO Moo Moo Moo Mop Maj M � M �j M � M �j M0j M '7 M �j M � Cl*) op M6 Cl*) �j Cl) � Cl) op Cl) ti M6 M � Mti Maj � a o ° KNOW WHAT S BELOW. N — — N N N N N N N N — O O O O O O - M Co Co Co Co Co Co Co Co Co Co CM Co M M M M M M M M M M M M CALL 811 BEFORE YOU DIG. 5 -0 o JOB NO. N 3 19 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N Co ROAD A PROFILE — STA. 20+00 TO 32+00 CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. co ° HORIZ SCALE: 1"=50' Cl)N SPECIFICATIONS, AND DETAILS C6.1 Gi L PRELIMINARY NOT RELEASED FOR CONSTRUCTION VARIABLE WIDTH /! ) ! ' ' ! f / ACCESS/UTILITY \\\\\\\, �/ / . J / / / / /I EASEMENT � \ CAR�� /\ -L Ss/0 / / VARIABLE WIDTH- `,'tor // SEAL o DRAINAGE EASEMENT 0 5 GINeta— E�� 9 W xS60 RCP (3) _�� 0312020241 1*0 3� M„8 31+50 _ 32+00 2+5 3+ 0 3 +5 34 00 4�+ o, =\\ \ \ \ �' \ (,- \ o Og PRIVATE OADA 0 3 +00"� �� -�� \ \ \\ 1\ \ I 1� \ �o�_� \ \` ; \ \\�! o Q < 30 A/\rr8- rr8 � \ I \ O 0 , 5+5 \ — \ \ \ N 2g 310, 118 MM 5+p0 ' \ \ \ 1 \ � � w U .9 m m 6 / 3 )5 315 32p -��5o —o ` ^ I r' \ z J00M,r8- �- 7+00 � \ Q (D CO 325 37+5, 1 \ I Q Fu � z z_ � �- Ak u 3g+0p \ /l \ II Lu � °C O � J J( -� \ \ \ \ \ \ VARIABLE WIDTH 1 Q - O � \ �\\ DRAINAGE EASEMENT 335- 38 \ - , I a � a I- a� i OFIRE HYDRANT ASSEMBLY z W �°� w i 8 GATE VALV\\` 10' PUBLIC UTILITY EASEMENT E _jn 0 zO345 a OfX 6 TEE r r TEE cl) FIRE HYDRANT ASSEMBLY C)f U) U- L �' c w 10' PUBLIC UTILITY TY EASEMENT 9 `� O p w _ / \ 1 \ \ \ \ / / ( M \ �XIS�1 ST�tE�-M // \\ \\ \ \ \ / t / ) \ 1 \ / M / / C I 'G/� \ x CD It 1 .--I Cr L ) 1 , 8 GATE VALVE \ \ t�� 1po �s �c3O O - - / , / \ \-\ PROPOSED 8" ��' �O �' U \ 1 \ I v / ( C900 PVC WATERLINE u� \ �o u) u) r \ yWyyy �� O `\ J Cl) \ k J Z Z w � / / ��r - - / — / / \(( / � \ — - - \ � ` \\tom \ \ II / \ / / I > \ \� ~ O \ Z Il� 1 � � I ` ' I ( \ rL ' I \ O N cn I 1- � I 1 _ �� z0 o � O CP ---1 cyyy 1III / SCALE 1"=50' > > XII C1 FES 701 �` M Co Nt � 0 50' 100, w N N N /// j//�/ / / / / / / J \ 1 ROAD A PLAN - STATION 31 +00 TO 40+50 w < " U o O N Q N M M z r O o O cn DATE 350 350 cl� 1211512023 M 400'VC DRAWN BY K =48.51 332 A.D. = -8.25% FIRE HYDRANT 345 r N PVI ELEV = 343.80 ASSEMBLY 345 DESIGNED BY U U PVI STA= 37+00 HIGH PT STA= 38+51.72 • 332 z z HIGH POINT ELEV= 342.05 — _ = BVCS = 35+00.00 J \ • CHECKED BY BVCE = 329.30 / \ R. BAKER 340 Q < EVCS = 39+00.00 • EVCE 41.81 • • SCALE • AS NOTED EXISTING GROUND / \ 8" GATE VALVE 335 / 40 " 335 PROPOSI-D 8" C900 PVC;WATERLINE \ 111 330 FIRE HYDRANT/ 6 ASSEMBL 24 inch RCP LOW POINT STA= 30+74.15 PROPOSED ° I LOW POINT ELEV= 306.47 GRADE 3' MIN. COVER W PVI STA= 31+08.59 / / + ` 325 PVI ELEV= 300.93 325 Q ; A.D. = 12.25% / K = 30.61 375'VC rn `�' Lr) o o 8" GATE VALVE 320 rn M / 320 a Q ° a CN / U J Q co LEGEND o Q z w EXISTING CONTOUR z o M o 315 / 315 100 PROPOSED CONTOUR co EXISTING PROPERTY LINE V U Q R/W EXISTING RIGHT OF WAY -- -- PROPOSED LOT LINE z o °' ACCESS EASEMENT w a -0 - - - — UTILITY EASEMENT U z O 310 310 DRAINAGE EASEMENT J z W d PROPOSED SETBACK ° Q CENTER OF CREEK z w H a M / EXISTING WETLANDS o N 4 PROPOSED FLARED END SECTION O OU O 2 305 N M 305 PROPOSED STORM DRAINAGE PIPE Q w a � o N Q U w i z z UTILITY LEGEND = J °� c o _ = PROPOSED WATER MAIN 8"W z N o U U Qco 0 0 / Q Q 300 FIRE HYDRANT ASSEMBLY I+-�� 0 Q J o 5 5BLOWOFF ASSEMBLY ®® z cn m ' .3 Q 89' Q Z ° o / ov) 0 1 GATE VALVE ® x a 0 ° 29 / 295 PROPOSED SEWER MAIN saN� Q ° c= N 5 PROPOSED FORCEMAIN FM.- 3 0 60 inch RCP a M / 60 inch RCP PROPOSED MANHOLE OS ' Y 2N X r- r PROPOSED SEWER CLEANOUT ❑O ° 2 29 1 290 p N o c� 0 50 o 0 0 h Co M Lo m o M o Cn PROFILE SCALE c Cz00 Co � M Cr0 06M NLo Lrs00 O) O (\jl\ L6 (V cc Oj00 o � 00 N ON ON m O �n O 't oo L 00 'No NM a� (fl MLo 01) 00 aoc0 � rn fir` pro � m C} M a0o C} M � ° M6 Mti (n6 Co M � M � ("� N ML M � MN (v� L6 M � Co M � M � MN (� � M � MC M � 6 o O o N N N M M M M . KNOW WHAT'S BELOW. M M M M M M ce) M M M M M M M M Co Co M M (M a CALL 811 BEFORE YOU DIG. 5 M JOB NO. ° c 19 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50 41353.012 coo ROAD APROFILE - STA. 31 +00 TO 40+50 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALLo "' HORIZ SCALE: 1"=50' CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a ° co VERT SCALE: 1"=5 SPECIFICATIONS, AND DETAILS C6.2 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION SEAL _ ` j ram , 1 i' L / / / / / > / / — ! r J'r / W MH 23 (4 DIA.) I M I \ \ �� F GINEF' I r / J � — / / � � � /' / i , / / /v / ( /i/ rrr / J/ — /! � / /' y ,1 / r / / \ N � � \ \ � \ � ` \ I Illil`1\`\\\\ 1 / Jr / / 1 / J- / I PROPOSED 8" CLASS 50 DIP /"' - ^ \ \ 0312� 202g J GRAVITY SANITARY SEWER I / j ! I � / / � _ / MH24 (4 DIA.) / / co g J J 10 PUBLIC UTILITY EASEMENT / _ nl g Q A / F- o, (D C7 m T Q a z Z_ Z FIRE HYDRANT ASSEMBLY o W �a U)✓ / J / / - w U .2 O PROPOSED 8" — ~' Q Q J I VARIABLE WIDTH ACCESS/UTILITY VARIABLE WIDTH / `L a U.U. � ~ 12'Lx6'Wx18"D DISSIPATION PAD "� r� C900 PVC WATERLINE w 0 N M�, p a x U O O s o Z DRAINAGE EASEMENT EASEMENT I R X t0 +, Z 0 Ln p Z O 8" GATE VALVE z W U � _ ��/ / _ \ , /I ! _ „jam / � / � / 8"X6" TEE Q4 �a o Dp ti0�I ,� / FES 325 �s � - — ( / \\— 6k�� /�O// 3� \� oof 330 �_ _ i_ ��-330 � / �� / \� _ Ln L > Z z w 335 — % �,3k0% _/ \\ ko Uo o 0o Lu M W OW Z in 42+00 ' 42+50 43+00 43+50 44+00 44+50 45+0 `"5 8� / / \� / _ \ _ _ O J Z Z �39 ` �0 0 PRIVATE ROAD A Q u) u) r y\ \ \ y N r'P140 - J _ / — -330 _ J ` O o x6 335- - FIRE HYDRANT ASSEMBLY \ / ` O 8" GATE VALVE . 00 = z SOX \ 8" X 6"TEE 1 VARIABLE WIDTH \ M > 10' PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT �\ _- O�0 / O ` o co N N �O W N N N < N N N X \/ \ _ W CD O FES 701ODO�o o SCALE 1"=50' Lo v o \S o cn DATE ROAD A PLAN - STATION 39+50 TO 49+00 M 1211512023 O r DRAWN BY 332 355 355 • DESIGNED BY • 332 • CHECKED BY 350 HIGH PT STA=44+25.0 1' I- R. BAKER 350 • HIGH POINT ELEV = 336.59 (D w • SCALE PVI STA=45+50 z z AS NOTED PVI ELEV= 335.34 U U • A.D. _ -4.75% • Q Q 345 K= 52.58 345 250'VC orn oca oun o — PROPOSED GRACE Sri (6 Sri 00 FIRE HYDRANT N CO I- N ASSEMBLY + M + co 340 U �� U 340 Q o/a U � U > > m > W m W 3' MIN. COVER -� �� O O U 335 \ — 335 An MH 24 (4' DIA.) l J TOP 325.97 INV OUT 314.80 (MH 23 (4' DIA.)) N O 8" ATE VALVE L() I 330 24 inch RCP IRE HYDRAN 330 a \ ASSEMBLY U J L.n o EXISTING GROUND \ ` LEGEND Q Q + PROPOSED 8 MC5 I--I z m 325 C900 PVC WATERLINE \ \ - - -100- EXISTING CONTOUR z M o 325 100 PROPOSED CONTOUR LLJ ct� EXISTING PROPERTY LINE (n Q Q \ MH 23 (4' DIA.) N TOP 317.93 R/W EXISTING RIGHT OF WAY z _ INV IN 308.20 ( H 24 (4' DIA.)) -- -- PROPOSED LOT LINE LJJ Q (n co Y ACCESS EASEMENT a } INV OUT 308.0 (MH 22 (4' DIA.)) U z O — — — — — UTILITY EASEMENT 320 — 320 DRAINAGE EASEMENT J I--I I w -2�_ 8" GA E VALVE \ \ PROPOSED SETBACK z J 3 — — — CENTER OF CREEK w I--I U— M EXISTING WETLANDS J O 0 4 PROPOSED FLARED END SECTION U 0� Qo 0 315 N c? 3 PROPOSED STORM DRAINAGE PIPE Q U w a ' o z z UTILITY LEGEND J06 _ z Eo PROPOSED WATER MAIN a w o a J J ,,/ o Q Q Rq C�3 ?' L.L < ? o a ~ ~ G 3„ , 9 Q 310 TYsq^SSSo F 310 FIRE HYDRANT ASSEMBLY 0 Q J Q, o @ .)�� A BLOWOFF ASSEMBLY ®® z a Z 3 4 R O Z co F o � �FR GATE VALVE 0 ° 0 a 305 U PROPOSED SEWER MAIN snN� Q 5 N O O PROPOSED FORCEMAIN F�r� 0 3 a ° Lo PROPOSED MANHOLE M ON X PROPOSED SEWER CLEANOUT ❑O � -° a) 300 300 � 2 r 0 2N 0 50 N ° V7 U 3: M o M o co 00 M o M o co co rn rn L o o N PROFILE SCALE o 9 N ON ON ciN cliN 06co 06CM KM KM COS C000 L6 M (D 0� M CON co It I-- 06 W ICiN � c c d M 00 d M co 00 co M co 00 co M co 00 co M cn 00 cn N cnM co 00 C7 m N � (\� I` N M (\� ay O V.- N c m M � Mp Mp Maj Maj Mop Mop M � M � M (6 co (6 (n6 co 'i M � Ma) M � Mm Mo M00 (nL6 O a) M M (M M co M M (M M M M N N N N M M CM CM CM e') M co e') e') co M co M M M M co co M . KNOW WHAT'S BELOW. 2 a CALL 811 BEFORE YOU DIG. T '0 39+50 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 JOB No. W o N 41353.012 L ROAD APROFILE — STA. 39+50 TO 49+00 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M HORIZ SCALE: 1"=50' CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. m o coVERTSCALE: 1"=5 SPECIFICATIONS, AND DETAILS C6.3 w a) L PRELIMINARY NOT RELEASED MH 24 (4' DIA.) VARIABLE WIDTH I I II i wWWWWWWWWWW��W / / / ACCESS/UTILITY I I o I I ��a yW�WyW�W�W �/ %/J FOR CONSTRUCTION PROPOSED 8" CLASS 50 DIP I I I r // I 111�\ ( l �v� v� v� w� 6j� � 11 \\ � RGRAVITY SANITARY SEWER EASEMENT CA ��r �\\ � Q�////ice 9 II %� FESS/p l to v v v W v � — PROPOSED 8" CLASS 50 DIP I ( III J// / - \� \ O ti _GRAVITY SANITARY SEWER i� ` \ \WyWWYyWWYW / PROPOSED 8 CLASS 50 DIP EXISTING WETLANDS I I �, �� \ \ = �320��-- 315 _ _ fi I I � WWWW.�.�W.�W.� .� W �/ > 11^ (\I - SEAL _ GRAVITY SANITARY SEWER / t / � „ �l� \I _ \ = 0 5 MH 21 (4 DIA.) \ I I J d 1 �W \� �� I %� GINEF ,\\ MH 23 (4' DIA.) � / -MH 22 (4' DIA.) , Wry I� �� F --I_ CLASS 50 DIP + o S PROPOSED \ I mill\ \ \GRAVITY SANITARY SEWER I I\\0 /vItI \�3 2PRIVATE ROAD A � 202g 3 � 8" GATE VALVE M MH 20 (4' DIA.) / I kb �� \�\ \ \ WWW L � �r \ J Q Q 3pp 295 \ \ / / \ \ I \ \ W / \ `/\2 S . i t 1q � IIY c H I FIRE HYDRANT ASSEMBLY 8 X 6 TEE � , , 9p \ \ � S r \ \ O 1\ � -\� / PROPOSED 8" CLASS 50 DIP i J lol I _ \ /\ ^' Q J 10' PUBLIC UTILITY EASEMENT / %� / \ "op \ \ GRAVITY SANITARY SEWER L 1 �1`� �h�J II b 1 ` �� / \ t = U .9 �!� 12.2' \ �\ / Nc�j loI 1 � � / 1 I \ / \ 3 � U II N PROPOSED 8" C900 PVC WATERLINE / �/ // / / / / y N 1 /I to) i \ / \ J II II I o W z z_ o 0 \\ \ VARIABLE WIDTH SANITARY ` _ 2� = z g0 sz s � �a � � / I NJ \\I ` I � � a � —� Q Q O l / / < w U oC N O M i S cP SEWER EASEMENT of � � J / I / 0. 2 \� Xsp VARIABLE WIDTH DRAINAGE EASEMENT _ _ _ / 91° y\��»t \ / w U. r o / VARIABLE WIDTH cPS. `�d'O` \ O ° o o / 1 ,I // a = � U z _O O / DRAINAGE EASEMENT _ \ \ 15 Lx8 Wx18 D DISSIPATION PAD ,� , - - / c� °� cn O / \ �• \ \ � �� \ o ' / �— / ILu = °1 w ~ ~ U \ — o_ ` Q z _ x z O \ 285 p \ I ti O �� \` / of OC`PgS\\\RCP FES 800� \ q I\ \; r -I Ln Z~ z O O OC 10' PUBLIC UTILITY EASEMENT � � � p p w FIRE HYDRANT ASSEMBLY 4' a; 0 U S 8" X 6"TEE Ln rn w w z FIRE HYDRANT ASSEMBLY �� 6'`Op \ BRIDGE AND ROADWAY � 8" GATE VALVE Q Q 10' PUBLIC UTILITY EASEMENT 275_ —t-r-� 275 EXTENSION TO BE DESIGNED_ � 07 � � o 8" X 6"TEE '`SO �' '- _ BYOT��ERS U) z N N 8" GATE VALVE \ 57+0 2 _ - I V4089 U) \ \ \ 80 5 ___ � _ -- M - 280 8"TEMP. BLOWOFF O = z \ ASSEMBLY ��-Wl M p w MH 18 (5' DIA.) SCALE 1"=200' _ \ \ ( \ of I I III IvWvvv H co p I \ III IN 17\1 17\1 I \ \ It It i d I I 1WWWWWWWW I 0 200' 400' w w P N N N ROAD A PLAN - STATION 48+00 TO 59+50 Q N M M z r O O 0 cn DATE 325 325 ? 1211512023 O MH 23 (4' DIA.) r DRAWN BY TOP 317.93 332 INV IN 308.20 (MH 24 (4' DIA.)) 3 \ INV OUT 308.00 (MH 22 (4' DIA.)) 320 DESIGNED BY • • 332 • CHECKED BY 315 EXISTING GROUND 315 • R. BAKER • SCALE LOW POINT STA = 54+37.50 AS NOTED LOW POINT ELEV= 286.88 • \ r FIRE HYDRANT PVI STA = 53+50 \ 0 \ I ASSEMBLY PVI ELEV= 289.34 310 II \ A.D. = 2.93% K = 59.67 ' MIN. COVE MH 22 (4' DIA.) 175'VC TOP 301.02 CD00 O 00 INV IN 290.20 MH 23 4' DIA. '• L{' o° ( ( )) N L`�' `'�� fl- (0 305 \ NV OUT 290.00 (MH 21 (4' DIA.)) + N + N 305 0 4 \ LO II LO II U II Cuj CU PROPOSED 8" U) > � > O C900 PVC WATERLINE \ > 00 > w LOW POINT STA= 57+35.71 2 \ m w LOW POINT ELEV = 280.04 + L 300 \ \ PVI STA= 57+00 300 Ql > G,p 8,, 29 \ PVI ELEV= 279.48 Ll7 yC�q`323,0 \ MH 21 (4' DIA.) A.D. = 3.82% 3 S SS F \ TOP 293.28 N O @g7 S00 8" GATE VALVE INV IN 283.20 (MH 22 (4' DIA.)) K= 39.29 Ln o /A a 60 ?_0 \ INV OUT 283.10 (MH 20 (4' DIA.)) O O 150'VC O M lO Q Q 295 F/2F \ — C) (p 9 No 295 '� a 0 MH 20 (4' DIA.) + N + N LEGEND u J \ \ TOP 288.72 L w LO w Q + \ 00 INV IN 278.10 (MH 21 (4' DIA.)) II U II U EXISTING CONTOUR O I--I 4 \ INV OUT 278.00 ( H 18 (5' DIA.)) > m I j 100 PROPOSED CONTOUR z � o \ \ EXISTING PROPERTY LINE L1J � 290 m w 290 R/W EXISTING RIGHT OF WAY (n U Q N -- -- PROPOSED LOT LINE z _ \ ACCESS EASEMENT Lu Q (n If o PROPOSED GRADE — — — — UCL UTILITY EASEMENT G 8, 73 FIRE HYDRANT DRAINAGE EASEMENT C< 6��' ASSEMBLY MH 18 (5' DIA.) PROPOSED SETBACK J I--I z W d a 285 Sg Ssp ° — - CENTER OF CREEK Q J 3 �' gS OF TOP 278.45 285 0 N/T O/p INV IN 266.20 (M 20 (4' IA.)) @49)gRySF� 30 inch RCP uj 2-82% INV OUT 266.00 ( H 17 (5' DIA.)) A/ � EXISTING WETLANDS ? U- F \ FIRE HYDRANT4 PROPOSED FLARED END SECTION O O - R \ ASSEMBLY O U ° o PROPOSED STORM DRAINAGE PIPE u) N 280 M GRg� 8„C7pps, \ \ 8" GATE VALVE 1.00% Q w m o '� S`gsg \ / \ _ — 280 UTILITY LEGEND J as a cu z z @49)gR�/A / — 1 w \ 8" TEMP. BLOWOFF A SEMBLY PROPOSED WATER MAIN $"N z C Co 2 2 0- o F QQ FR 18" FIRE HYDRANT ASSEMBLY O O o 275 38.4" 275 z a � 5 BLOWOFF ASSEMBLY O O .3 / 8" GATE J — N o VALVE GATE VALVE ® 2 Q a (4) 8"x45° VERTI(;AL BENDS. 107" CONTRACTOR SHALL PROVIDE PROPOSED SEWER MAIN SANS o C) a r Tw (° THRUST RESTRAINTS AS REQUIRED � 0 N 270 8„ 3458 270 PROPOSED FORCEMAIN F�r� O g m GRA�ITYSgN/�Sp�IP 0 50 PROPOSED MANHOLE QS M PROFILE SCALE N @ 3.4 gRySF v wFR PROPOSED SEWER CLEANOUT ❑O .o 265 265 N o c� 0 a O N M LO O O O M O O M O N O I� Q0 m kxj N (\j I� c0 m M N O -t 00 fl O (\j 0 m 00 Lo C6 co N M N O f� 0 0 O Cp 0 00 A 00 o m t\� 67 T_ O N � (M O O Ln O fl- O00 OO OO OM OO OO o0 Ln O O OM a0d� a0N DOO a0 a0d� -8 ono M � o� � MN MOB M � MM Mo Nr NLO NN N0 N00 N � N � Nri NN No No No No No . KNOW WHAT'S BELOW. � a N — O O O O °) °) rn 00 00 ao ao ao 1100 1100 1100 100 100 100 -d e') M co M M co co co N N N N N N N N N N N N N N CALL 811 BEFORE YOU DIG. -0 o JOB NO. N o N 4s+oo 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 59+50 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 L ROAD A PROFILE - STA. 48+00 TO 59+50 CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a HORIZ SCALE: 1 =50 N SPECIFICATIONS, AND DETAILS m C6.4 VERT SCALE: 1 =5 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION CA 12'x6'x18"D DISSIPATION PAD `��0� FES$/� (' / /� SEAL `8" GATE VALVE � � � � _ 0 _ 8"X 6" TEE 325 v_ / - �_ _� 10 PUBLIC UTILITY EASEMENT % GINE � / / VARIABLE WIDTH I I VARIABLE WIDTH DRAINAGE EASEMENT \ _ - 0/ PROPOSED 8" ACCESS/UTILITY I ° C900 PVC WATERMAIN EASEMENT I_ 19+00 19+50 20+pp ( I I I 315 8 x11.25 BEND i _ 20+50 8" J FIRE HYDRANT ASSEMBLY 8"x8" TEE I 10' PUBLIC UTILITY EASEMENT / ' " 8 18+50 3 1' (2) 8" GV � _ � � p 18+�" 3S � �� 0 - — FIRE HYDRANT ASSEMBLY _ - U 50 �- E ' I I I J , 320 325 �`- 335 17+I I / fi \315 i 3 � Q 18*5 h . o= Q8" _ _ _ - J -lb /I I ! 8" GATE VALVE - " ' 16+ / d, � U M�� ' V� gg g ' 15+50 ' '_ _ = z > > -I III 1 400 10+50 11+0 11+5 +CFO l 1 +50 "13 00 PRIVA ER AD 4+0 4+5 15+ ` c� u� g I� - / FIRE HYDRANT ASSEMBLY F- o, (D m I \ N w s , i O cP Q a� '' z Z �� ``' /� `�' v's 10' PUBLIC UTILITY EASEMENT Lu U Q Q ' I Q ' _ v'� \ 8"X 6"TEE w U N � a p I 320 /�, 5 8" GATE VALVE a = o z z z I i 31 320 IO rn - 325 _ 330 z W rn w 0 0 0 1 - - - p 335 340 I Q a —Q o > > 0 NgD83 ; O O to ►- , / / Ln , rn z z _ O Lu Lu UUCJ a ✓ \ / � � C, LU n SCALE 1"=50' 0 w ou U Z Ln < NOR Lu� Z Z H 5 r s 0 50' 100, ~ o ROAD B PLAN - STATION 9+50 TO 21 +00 `� N o Cj = z (D O w o M It Nt Lu N N N L Lu N O O = Q Lo L() U O N Q N M M 350 350 z r o 0 HIGH PT STA= 16+15.94 DATE HIGH POINT ELEV= 337.06 > 12/15/2023 PVI STA= 15+50 =o PVI ELEV = 339.38 175'VC r DRAWN BY 345 A.D. _ -8.79% K = 51.03 1 345 332 K= 31.30 A.D. = 3.43% 275'VC PVI ELEV= 333.67 DESIGNED BY LOW POINT STA = 11+ 1.73 o 't Lo N PVI STA= 18+00 -, LOW POINT ELEV= 316.58 o C -XISTING GRO ND 00 M LOW POINT STA = 18+29.18 • 332 + o � + Co LOW POINT ELEV= 334.33 340 PVI STA = 11+69.2 � ii � (o ii BVCS = 17+12.50 340 • CHECKED BY PVI ELEV= 314.63 " U 11 U - BVCE = 335.67 a U) > , > FIRE HYDRANT A.D. = 8.50% U Uw EVCS = 18+87.50 • R. BAKER m \ m - w ASSEMBLY EVCE = 334.67 K= 30.00 / - 1 14% • SCALE do 255'VC PROPOSED \ '2 • AS NOTED 335 CO 00 � Y. GRADE / _ _ 335 • + "' 8" GATE o N i VALVE / c) > c� / \ 18" > Co / EXISTING GROUND > 330 w 3' MIN. COVER 330 FIRE HYDRANT 24 inch RCP ASSEMBLY on D Oolo c PR C POSED GRADE 6� 325 325 OU C N / C9 0 PVC WATERLINE rl (4) 8"x45° VERTICAL � N BE=NDS 3 320 320 N O (4) "x45° VERTICAL Q 2 p po 8" GAT VALVE BENDS ,-I a i LEGEND 0 cm J '�' 8"x8" TEE Q Q + 315 EXISTING CONTOUR O �315 r�\ R" GV z 0 NOTE' CONTRACTOR SHALL 100 PROPOSED CONTOUR z 0� J o PROVIDE THRUST RESTRAINTS AT - - EXISTING PROPERTY LINE 24 inch RCP L1J � � - ALL VERTICAL BENDS AS REQUIRED. R/W EXISTING RIGHT OF WAY Cn (n U Q PROPOSED LOT LINE 18 ACCESS EASEMENT W Q If Y 310 \ / 310 - - - - - UTILITY EASEMENT z ' DRAINAGE EASEMENT i--i z a 8"x11.25° BEND - - PROPOSED SETBACK J ~ W CENTER OF CREEK Q I 3 M ,� ,�, ,�, ,� EXISTING WETLANDS Z Lu Z LL a N 305 305 PROPOSED FLARED END SECTION O O aW 4 J � 0 0 o PROPOSED STORM DRAINAGE PIPE Q w a z N Lu UTILITY LEGEND U J °� T U � �= � z o a 300 300 PROPOSED WATER MAIN 8"W Q m N oC J � o 3 FIRE HYDRANT ASSEMBLY U U U O O a Q z_ z_ BLOWOFF ASSEMBLY ®® z Z 3 Z Co O J J O m _ = 5 GATE VALVE O 295 U U 295 a Q Q PROPOSED SEWER MAIN SANS 0 �-' (O O 0 N PROPOSED FORCEMAIN FM- 0 3 m c M 0 PROPOSED MANHOLE QS N 290 290 0 50 X PROFILE SCALE PROPOSED SEWER CLEANOUT ❑O � U N i o rn o o) <r a o <r o Lo c6 N K (M C6 00 c6 6> O Lf) M CM C6 co 0) C) (�j (fl C6 cO t< N C6 I- c6 LC> L() d (V a c0 L6 00 c6 LC) C6 N O w 0 O O O � � � O v- - NN N � NM N (9 c+6 (D ('70 ('MCo MO 01) 00 MO MO M � MCo 900 Cl) Co MO M � Co — Mc0 M � MC_fl MC_fl Co MO M (M MCD M6i MCV M � Cop M � MCD Cn M4 M � Co M � MLIi CoL6 Cob Coi o p N N N N M M M Co M M M Co M M Co M CM Co o M M M Co Co M Co Co Co M M M M M M M M M M M (70 Co Co m 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 . KNOW WHAT'S BELOW. a 0 ROAD B PROFILE - STA. 9+50 TO 21 +00 CALL 811 BEFORE YOU DIG. JOB NO. m N HORIZ SCALE: 1"=50' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 L CoVERT SCALE: 1"=5 CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET No. Lf) M a o m SPECIFICATIONS, AND DETAILS C6.5 w a) � — L PRELIMINARY NOT RELEASED FOR CONSTRUCTION oNIH�AR�''' r ES sio� / r / _ y , l l , SEAL — GIN _ r / 8 x22.5 BEND- PROPOSED r r ��" 1 rr D F��• r / 8" J ; C900 PVC WATERLINE - M35 8"x450 BEND R28 10' PUBLIC UTILITY EASEMENT 10' PUBLIC UTILITY EASEMENT 340 FIRE HYDRANT ASSEMBLY 22+00 22+50 23+ 2�8"0 8" X 6"TEE ��`rr� ��/� ' � J J FIRE HYDRANT ASSEMBLY 2�+50 PRIVATE ROAD B �� i �0 24*0 8" GATE VALVE �j� ��/r� /f o Q < Q 8� 1` 8" GATE VALVE �� - 24*50 8"x45° BEND �i//r' sir ;/ r ''' z > > Z. / �� 8"x45°+22.5° BEND i/i�� i T cr/^ c/) U J k5p 8 X 6 TEE - \` 2 /I� /i,/i, I- o, (D c7 m VARIABLE WIDTH- SXpo / ri , /Gv/ .' �,�� o W fa z Z Z u AC EASEMENT \ R28 \ / a U. N a < < J /r.�i fr ri Q —� Q 0 2 p TEMPORARY a = o 0j Z Z Z BLOWOFF (D 2 m/ c� 000 2 ASSEMBLY z ~ m "' U U z PROPOSED TEMPORARY V'A i�', J U' x OX 41 � r 96' DIAMETER FIRE - - ' ' 345 �� %.'1 / ' ' < p TURNAROUND CUL-DE-SAC / r ' J f/�% 0 ,� U) u) O 5 / - 345 � � " /� /i,/� / 26x m Zz � G= U J � , ' ,r //�j'/ ,/�j �' � �'/ xo O-i of O C) VARIABLE WIDTH / rr �� DRAINAGE EASEMENT - _ _ _ � ' \� ,��r rir i / / - 0 �83 "' °J' Z Z VARIABLE WIDTH _ _ _ _ _ _ %� ii��iii N Q u SANITARY SEWER EASEMENT /7///�li//\ c� / �//��r��/ / SCALE 1"=50' o 160 ROAD B PLAN — STATION 20+00 TO 27+00 O w co � � Lu N N N L Lu N O O = Q U O N Q N M M z r O O O cn DATE 1211512023 O r DRAWN BY 355 355 332 DESIGNED BY LOW POINT STA= 22+25.00 • 332 LOW POINT ELEV = 338.52 • 350 PVI STA- 22+50 8"TEMPORARY BLOWOFF 350 • CHECKED BY I' PVI ELEV = 338.81 FIRE HYDRANT ASSEMBL r , • R. BAKER A.D. = 1.19% ASSEMBLY I • • K= 42.02 PROPOSED GRADE I SCALE no 50'VC 1 • AS NOTED 345 0 o 0') I 345 • N co [I- M EXISTING GR UND 33% / I • N II N II 2 \ II U II U I • FIRE_ HYDRANT U m U 340 ASSEMBLY m w , 8"x(45°+22 f)� BEND I 340 8" GATE VALVE 3' MIN. OVER 8"x 50 BEND I I 8" GATE VALVE 1.14% i -8"x450 BEND ° D i 8"x22.50 BEND 5— — 335 O 2 C PROPOSED 8" C900 PVC WATERLINE N 330 330 N O N L O Q CL ,—I a O ' O LEGEND � Q z + 70 325 325 O � z O un cfl EXISTING CONTOUR z J N U U 100 PROPOSED CONTOUR L1J co w w - - EXISTING PROPERTY LINE (n U Q N J J R/W EXISTING RIGHT OF WAY z PROPOSED LOT LINE W (n Y 320 v U 320 `° o ACCESS EASEMENT U � a 5 — — — — — UTILITY EASEMENT z Z ' a DRAINAGE EASEMENT J '--' w PROPOSED SETBACK0 Q J 3 — — — CENTER OF CREEK z w �--i M a 315 315 EXISTING WETLANDS J O = I--I � v 0 0 4 PROPOSED FLARED END SECTION 0 OU 2 o N rn o M o 0 0 50 PROPOSED STORM DRAINAGE PIPE Q U w a (6 Lo co N O � Do Do 00 O 00 cN M co �F 0 MO M6 M — MCfl (r, N co co O C} � r} M c} co r} (D �} ao PROFILE SCALE UTILITY LEGEND = J o co M M � M � Map Map M6j M � MN MM M � M � coW a co co co co co co co o a PROPOSED WATER MAIN 8"w m 0) 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 Q a ° FIRE HYDRANT ASSEMBLY O O J o ROAD B PROFILE - STA. 20+00 TO 27+00 z a Q HORIZ SCALE: 1"=50' BLOWOFF ASSEMBLY ®® N O z , oVERT SCALE: 1"=5 GATE VALVE PROPOSED SEWER MAIN SANS— Q c= a, o O U o_ b PROPOSED FORCEMAIN F 2 '3 M PROPOSED MANHOLE OS .>_ Y @ 23N X PROPOSED SEWER CLEANOUT ❑O L O V7 U O j C U (0 o KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. o JOB NO. N co N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C6.6 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION I I \\ \\ \\\IICARol // BROADWELL SUBDIVISION _ a� I I I I I I I I I I I = SEAL 0 - m GINE�� BROADWELL SUBDIVISION /i EX. MH 313 (5' DIA.) o R p — — — PROPERTY LINE ( ''////��/Wil►giP``\\\\ \ o s _ \ / _ / _ 1 I /, _ _ -�-x 0312��202g 8" CLASS 50 DIP _~ �_� / �� - _ _ -•' = - / L' \� - \= =�- -i - - =/-/ / r o - - �/- - -� - - - �/ r I + / 11+00 r ' 11+50 / 1 +�0/ - 1250 _ 1�3+00 ^13+v�0- r1�+�0 14+5a 1 +00 ^ / 15+50 16+00 16+50 1� 00 17+50 1 +00 18+50 I 19+0 19+50 - 20+00 204.+50 / /21+00 / '21+ fir <\ '1 \ \ o a 8" CLASS 50 DIP I 8" CLASS 50 DIP - - - - - - / N � 2 / ,8�� CLASS 50 DIP — - \ - / _ - -' - - - - - - - - - - - -F - \ Q \ MH 12 (5 DIA.) / _ - _= - - �- - - / - - \- - 1 - - - -- - - - - - - - - - i �- _ i Z .� m m MH 13 (5' DIA.), ' r \ MH 14 (4' DIA.) / PROPOSED 20' PUBLIC SANITARY \ MH 15 (4 DIA.) ,/ 1 i = z > > r' /' /� r / /� / � ' _ /- J - ) _ / _ _ - -- _ J / '/�� / ' / ' I / J �/ 'i / / /' / / SEWER EASEMENT � � / /llr ( � 1 - - ��1�� F 0 � 00 co M d2o 0Y co U ZZZZ PROPOSED 20' PRIVATE /� / (D ( o, c� O_ O_ O Lu SEWER EASEMENT r / _ o, Jl Q �w oQ z 0 QU) j � Z f z Z rY > O 0 w >-o, LU _ oo� Dip / / f 0 0 — / / / ' ' \ SCALE 1 -50 �n rn LL LL z 0 50' 100, coco � � 0 M H 16 TO EX. M H 313 PLAN �' N 0 0 = z (D 340 340 > Lu N N N = Q LO LO U in O N EX/STING z o 0 z MH 14 (4' IA.) GROUND o 335 TOP 331.0 _ � H 1 _ 335 cn DATE NV I N 320 1211512023 INV OUT 320.00 (MH 13 (5 DIA p MH 15 (4' DI .) } TOP 330.50 DRAWN BY INV OUT 326.00 (MH 14 (4' IA.)) 332 330 330 • DESIGNED BY / • 332 / • CHECKED BY 325 / 325 • R. BAKER • SCALE EXISTING / 3 5 00' OF • AS NOTED MH 13 (5 DIA.) GROUND r , LASS 50 DIP 320 TOPN 3C3.20 4'MH 14 DIA. / RAv gAN►TARP SEWER INV 320 INV OUT 303.00 (MH 12 5' DIA.)) EX. MH 313 (5' DIA.) — TOP 305.39 INV IN 296.26 (MH 12 (5' DIA.)) EXISTING 315 MH 12 (5' DIA. GROUND 315 TOP 309.46 INV IN 296.98 MH 13 (5' DIA.) l INV OUT 296.78 (EX. MH 313 5' DIA.)) ch 5 3g5 w 310 S S 310 J �; LL 0 Lnco ° Q a Q 305 305 0 50 ,� >, PROFILE SCALE U J 2 0 LEGEND o a z Q EXISTING CONTOUR z J J 300 300 100 PROPOSED CONTOUR QO a 4 O - - — — LLI EXISTING PROPERTY LINE ul Q ° $ C ASS 50 DI SE ER -_ R/W _- EXISTING RIGHT OF WAY z = J @ R T Y AN11A PROPOSED LOT LINE Lu Q r °°/90 SIT Y ACCESS EASEMENT oC �- LL ° 51.89' OF @ — UTILITY EASEMENT � z O 295 DIP _ 2g5 DRAINAGE EASEMENT J z a GRA ITY SANITARY DER — — — PROPOSED SETBACK }} ° CENTER OF CREEK 1.00% z W Z O a a EXISTING WETLANDS In (A -1 O 5 of °' 4 PROPOSED FLARED END SECTION O U W 0 v N N 290 __ _ 290 PROPOSED STORM DRAINAGE PIPE w ° z 0 M v J --UTILITY LEGEND 02 O CE @ O o PROPOSED WATER MAIN a w ° a I rl 0 3 285 285 FIRE HYDRANT ASSEMBLY O O LL O o Or-BLOWOFF ASSEMBLY 00 z z N r\ Lo °o O r) co Lo M °o O h rr O Loco ao 0 O kE o� o M rr rr co o N rr °o o N n m i �r �ci �ci �r N GATE VALVE a o N N N N N M M d PROPOSED SEWER MAIN SANS o PROPOSED MANHOLE OS Q N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 2 '3 o ° 0) M M H 15 TO EX. M H 313 - PROFILE VIEW PROPOSED SEWER CLEANOUT 0 2 o HORIZ SCALE: 1"=50' a o VERT SCALE: 1"=5 Y f0 0 U C � t] E C U 0 C) m KNOW WHAT'S BELOW. 2 CALL 811 BEFORE YOU DIG. 0 -0 o JOB NO. ' o 40, N 41353.012 .L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CO N M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. m o M CL SPECIFICATIONS, AND DETAILS C7. 0 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION \\\\\o\\\ �A Ro ES s SEAL =_ 0 5 - %i F GIN0111100 E�� 03/20202g E J J I� a a 'o N E a W U 3 C/) U I- o� (D (7 m a Z Z Z_ Z Lu -Fa Lu U QC N O > > J QL~L —� O d LL d W O � M ~ r I ` ' d O ax O� U Z Z Z Xo w o 0 J —280 / � / � �� z -i � x o � 0z �' l l ✓, '�, r o O U) r 20' PUBLIC SANITARY SEWER EASEMENT °/ O ' z z > w 8" CLASS 50 DIP 1 L L O Ov 0 MH 17 (5' DIA.) MH 18 (5' DIA.) / co � � � 0 _ _ _ __ z 50 11+00 11+50 O ( "' w z z 8" CLASS 50 DIP w� I ~ U) U GRAVITY SEWER DESIGN AND `°dl°,`� �J / \\ ^ .1 / z � PERMITTED WITH BROADWELL S/D ° ,t� 00 _ , r � N MH16 (5' DIA.) � � � - r I l /1 =p C) > `0p � � I�� / N Lo\ y \ , 0\�' \ N I I ° ' lp 111N N N WW • _� \ l, Q 5 - 280 ' °dti > Lu Noo o. v- 1 "O �\ _ U O N a N o 0 SCALE 1"=50' o o PUMP STATION DESIGNED AND ` ��°� -` L 1 ^ / ? �� I I d-.�I I cn r DATE PERMITTED WITH BROADWELL SUBDIVISION o� _ _ I /o/ - I > � � ` � ` � � o` - _ i /O/ 50' 100' ? 1211512023 v"� ` - l \ \ _ _ 0'o,o_0 0 0 °L �/ r DRAWN BY 332 Y W Y W — • DESIGNED BY PLAN VIEW • 332 • CHECKED BY • R. BAKER • • SCALE • AS NOTED 290 290 • MH 18 (5' DIA.) TOP 278.45 NV IN 266.20 (MH 20 (4' DIA.)) MH 16 (5' DIA.) IN OUT 266.00 (MH 17 (5' DIA.)) 285 TOP 276.51 285 INV IN 263.50 (MH 17 (5' DIA.)) MH 17 (5' DIA.) TOP 278.46 INV IN 264.50 ( H 18 (5' DIA.)) 280 INV OUT 264.50 (MH 16 (5' DIA.)) 280 LL =_ J H N ° LL w EX/ TING Lf) Q 275 GROUND 2751kD Q a LEGEND u J Qzz70 EXISTING CONTOUR i--i ,� Q 270 270 100_ _ EXISTING PROPERTY PROPOSED RLINE z O J Lu co 5 R/W EXISTING RIGHT OF WAY V) (n U J -- -- PROPOSED LOT LINE L7 z = J ACCESS EASEMENT LJJ Q — — — — — co UTILITY EASEMENTLL a 0 DRAINAGE EASEMENT U z Z a 265 265 44 PROPOSED SETBACK J i--i 1 152. CENTER OF CREEK ° 46.26� OF 1P CLASS 50 DISEWER 0 0 50 3 Q SS ER GRAVITY PROFILE SCALE 1-4 ° � ClA 50 D SEW Y SANI99R EXISTING WETLANDS z ? O o SAN�TPR @ 0 4 PROPOSED FLARED END SECTION% J O a W 0 260 GRA 1TY @ 2.16/0 260 PROPOSED STORM DRAINAGE PIPE 0 Q U w C z w � ° M UTILITY LEGEND u U J o N N N N N N Lo PROPOSED WATER MAIN $"w m N o 0- FIRE HYDRANT ASSEMBLY O O Q 0 BLOWOFF ASSEMBLY ®® z co 9+50 10+00 11+00 12+00 12+25 0z C9 MH 18 TO MH 16 - PROFILE VIEW '-' 2 U- GATE VALVE ® Z �_ Q 0 HORIZ SCALE: 1"=50' a ^ VERT SCALE: 1"=5 PROPOSED SEWER MAIN SANS 'Of CD V l 5 o N PROPOSED FORCEMAIN FM 0-� 3 M PROPOSED MANHOLE OS Y � N v PROPOSED SEWER CLEANOUT QO .o � U N i U L � N O V7 U � O 0 j C U (0 m KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. o JOB NO. N c° N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C7.1 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION CA REFER TO SHEET C8.1 REFER TO SHEET C8.2 REFER TO SHEET C8.3 ;�o oFEssQl SEAL - 1 — 0 — OHp I I I 5 ° \ I a �Q F GINE�� oy I Q 0 O ; '% NC HIGHWAY8J S ' NCB �\. M•ry — 'j e' P � NCHIGHWAYBJS 0 312 02024 ,6^RCPoes 1 V \ EOP INv=39 ea - - - - - - - - - - - - - - - 15+5 0 o x + 0 - - --- 1 00 32+5 p WA Rx _ x G 4 5 FO UFO — OF —- O— U O - �s - - - - UFO---- ---- - - � — ' 2t 0 33 00 3 50 t �/w - - -- R/W R/W , �x R /IN R o � uFo o o uQ.: o uF E H , R /w -- ----- UFO f — UFO— // P = h �� RIM3�4, X� -3�,9 Nv.3�9d3 NY---3,6� _ X�_ � -R P11 o J `%NVR P ' 1 J iJJy \� t N -39,26 NY.s_69.96 , N -366.23 WATER MAIN TO BE 5'MIN I 914 WATER MAIN TO BE 5'MIN RCP '' SRCP I O f jQ+Q = I . FROM EOP I I FROM EOP 3 N E ~ J X u .� c0 m � RM929 h 96692566 P1I opl, � RF6�� NYSW=369dd NaNEL,6Fo I N�oNELs�"� AR oH,b I o-,xaoM�99 I aE�l;�s ob„1.�,3,� z > >� (>/� "AS HWAL (Wi f 081549 P9, I 9 509 Pg d29 OB 1Y.siB Pq 925 > co ,y�M-�musOB',34i Pg V W oe,3 s I Q z z o u, z cn w U � N O � J OVERALL WATER MAIN EXTENSION (STA 10+00 - STA 38+00) w o CD m a �g ax � co U zzz ObN L9 � cn OOO w U LU rn z 0 5 x U U z < w �r O O U) SCALE 1"=100' _ � w 0 0 w UUwO NOR CD C� 0 0 160, 200' 0 0 U LA orn w w z J Q Q U) w F- U) U � zz N U) M O O = z (D REFER TO SHEET C8.3 REFER TO SHEET C8.4 REFER TO SHEET C8.5 W N N N 1 W � CD CD CD N N N 4---• I i = Q LO LO Q � NOc" o 0 1 I Q ° 1 O O 1 -�- - - - - - - - - - - - - - NCHIGHWAY87S 7, NC HIGHWAYBJS y NC HIGHWAYBJS 1211512023 Y - - - - - - - - - - - - - - EXIST.GUARORA,L EOP CURB-otETOld 0 p 8450 3 + + + 0 4 + 1 0 58+00 58+ ------- - ----- - -��cP-- ---- ----------- DRAWN BY -- - ------------------=5= ---------- --- --- __ s"P �c� OF - o -- FO- — FO UFO- -- --- — --lf€O_ -- UFO- UFO I -- - OF U _ OF — R o u - r R -1 uFo Raw R W o R R R o R/W R/W R � - — e P 0 =11. 6.H O ,6 RAP 6463 R `°3B ,"V-»411 N -»d°9 RIMS,.g' / N>36e,, I g L. II 1 +23. 1 N _ WATER MAIN TO BE 5'MIN NVs=329,z ;� s_ NY 3646 NV 366 ,NVL=3Vd62' 1 INV.=36,.34 c WATER MAIN TO BE 5'MIN 33�69�9g I FROM EOP DESIGNED BY FROM EOP A"��°grR oe,b gPr,aN wE<i� • =335,9 QNAL,NE6`s„LLWELL 332 oe, g b I Oe AR I H oe3 g 3 � I <�Bq�Ro oo P9 I I I g ob,dd g s ,-,g—° I z�,25 • I DB I I I j I I • CHECKED BY I • R. BAKER OVERALL WATER MAIN EXTENSION STA 35+75 - STA 63+25 • SCALE • AS NOTED �g OVN 0 am SCALE 1"=100' NOR 0 160, 200' WATER MAIN EXTENSION NOTES FIRE HYDRANT NOTES = 1. 1. FIRE HYDRANTS SHALL BE OF THE COMPRESSION TYPE AND SHALL BE CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL MUELLER SUPER CENTURION A421, AMERICAN DARLING 73-5, M&H 129, OR z 0 EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. APPROVED EQUAL, CONFORMING TO AWWA C502, DESIGNED FOR A MINIMUM Q r 2. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE WORKING PRESSURE OF 150 PSI AND A HYDROSTATIC TEST PRESSURE OF 300 fV J CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE PSI WITH THE VALVE IN BOTH THE OPEN AND CLOSED POSITION. L.f) a 0 FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER 2. THE HYDRANT VALVE OPENING SHALL BE A MINIMUM OF 4'/2". HYDRANTS IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED. SHALL BE EQUIPPED WITH TWO (2) 2'/2" HOSE NOZZLES AND ONE (1) 5" STORZ 0 ,1 a- z Q`° CONNECTION NOZZLE. ALL 2'/2" NOZZLES IN THE CITY LIMITS AND IN 1 O 3. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL u J NORTHVIEW FIRE DISTRICT SHALL HAVE CITY OF SANFORD THREADS WHICH OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS Q 0 SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR ARE 3.112" X 8 THREADS PER INCH MEASURED ON THE OUTSIDE OF THE MALE O TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS DIAMETER. ALL OTHER 2'/2" NOZZLES SHALL BE NATIONAL STANDARD THREAD. � J Z REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS. THE STORZ CONNECTION SHALL HAVE A BRASS HYDRANT NOZZLE z O Lj 0 CONNECTION, HARD ANODIZED ALUMINUM STORZ RAMPS AND LUGS (HYDRANT LU Q L 4. ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT AND CAP SIDE), AND REQUIRE A HIGH-TORQUE STORZ SPANNER WRENCH IN (n U X REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN ORDER FOR THE CAP TO BE REMOVED. ALL NOZZLES SHALL BE PROVIDED Z 2 W 0 ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED. WITH CAP AND CAP RETAINING CHAIN. NOZZLES SHALL BE BRONZE. W 0 5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN 3. ALL HYDRANTS SHALL HAVE BRONZE SEATING. THE HYDRANT SHALL MEET ALL U 00 Z T Z o ACCORDANCE WITH THE CITY OF SANFORD AND THE STATE OF NORTH OTHER REQUIREMENTS AS SHOWN IN THE CITY OF SANFORD STANDARD J CAROLINA STANDARDS AND SPECIFICATIONS. DETAILS. Q o 4. THE UPPER HYDRANT OPERATING STEM WITHIN THE BONNET SHALL BE Q 6. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH SEALED AND LUBRICATED BY MEANS OF AN OIL OR GREASE BATH. THE Z W ? -0 d ANSI/AWWA C151/A21.51 IN EIGHTEEN-FOOT (18') LENGTHS WITH SINGLE OPERATING NUT SHALL BE NATIONAL STANDARD PENTAGON-TYPE MEASURING J ° RUBBER GASKET JOINTS IN ACCORDANCE WITH ANSI/AWWA C111/21.11. PIPE 1'/2" FROM POINT TO FLAT. HYDRANTS SHALL BE OPEN LEFT. Q O o 2z SHALL BE CLASS 50 WALL THICKNESS IN ACCORDANCE WITH ANSI/AWWA 5. THE HYDRANT SHOE SHALL BE 6" IN SIZE, OF THE MECHANICAL JOINT TYPE. v o C150/A21.50. 6. HYDRANTS SHALL BE OF THE "SAFETY" TYPE SO THAT IF THE UPPER BARREL IS Q uw Q N BROKEN OFF, THE HYDRANT VALVE WILL REMAIN CLOSED AND REASONABLY J ° 0 7. TAPPING SLEEVE &VALVE SHALL BE DUCTILE IRON, FULL BODY MECHANICAL U ; TIGHT. ALL FIRE HYDRANTS SHALL BE PAINTED RED WITH ALL HYDRANT 0 8. UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CITY OF BONNETS PAINTED WITH REFLECTIVE WHITE PAINT. J SANFORD STANDARDS. 7. ALL HYDRANTS SHALL BE FURNISHED WITH BARREL AND STEM EXTENSIONS J d 0 a 9. ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, AS REQUIRED FOR THE FINAL FIELD LOCATION. NOMINAL MINIMUM BURY WILL O O Q 0 BE 3'. PAYMENT WILL BE ALLOWED FOR THESE EXTENSIONS BASED ON THE N BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO CITY OF z (n � � UNIT PRICE STATED IN THE PROPOSAL. z SANFORD AND NCDOT STANDARDS AND SPECIFICATIONS. w 0 > 00 Ly 10. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY �_ x TIMMONS GROUP DATED SEPTEMBER 26, 2023. o .L.. o 00 O U a N 0 .3 O C) N C Lo Ed M to N 7 N x O O U 2 � s= o fN U N O E cm U KNOW WHAT'S BELOW. a CALL 811 BEFORE YOU DIG. o JOB NO. o 0 N 41353. 012 L o ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. c: 1.) 0 co SPECIFICATIONS, AND DETAILS C8. 0 U) L N I PRELIMINARY NOT RELEASED o0 FOR CONSTRUCTION � Iw w CA O Z ��0�oF E S S/0� / ^HP OHF = I = SEAL HP O dy U = 0 5 = C — — Q REMOVE AND RESET EXISTING ONE- SIGN AS NECESSARY W. EX. FIBER OPTIC LINE TO BE ; I ( 0111111\\\\ a RELOCATED AS NECESSARY \o ■ _ 03/2�/202g _ 12"GATE VALVE FIRE HYDRANT ASSEMBLY .� 12"C900 PVC WATER MAIN _ - (SET AT RAN LINE EXISTING GRADE) •3094- / U� _ 3g1' � U 393_ �� _3g2- ' 12"GATE VALVE 3g° o 15"RCP FES - NC H/GHWA"� � — —, -3g2 EOP `� J J 395' INV. =390.63' J N Q \ — — -3955- — — ~ ` _ ✓ 12"C900 PVC WATER MAIN 45°BEND _o _ _ ; - - - - Q / _ - - - ■ _ kD 0 �_ � O _ 45°BENDCL - - - - �O : - - - - F - - - - - - - - - - - _ _ _ - _ - - - _ ri g Q �9yiy� 15"RCP RIM 395.07 EOP I - , .394 94 - 393 15+50 - - - - _ a 6+0� - - - . ---r=1 +� _ 1 50- - - - - -18�OD— - - -1-+ p - — —19 390 — — _-19+ 00+ - - - - INV. =391.50' INV. =392.10' _ _ - - 1- - ' 1- — 390 - - "„� - - - - �i- - - - - - - - - - - - - - - - - -387- - z 3 cq - - - - - _ _ - - - - - - - - - - - - - - 387-- - - - - - - - - - - b -394 - - - 12+50 - - - - +Oa -13+yv0_ _ - - 7 � 15"RCP■. / 45°BEND �y90. — _ ___ - - - _ 3s8 - - - - --38s_- - - - - - - - — — — — -385— — — 385 — 38385- - Q a) 3 z Z D _ _ _ _ _ _ _ =TiF�_ -385— - - -- - - - - - oW 10 E''c;2" I I o° - - -392 l�G� 1 5+00/ _ _ — _ t>FQ _ z WATER MAlICr x — f1G2 - - - - - - _-_ -392 UFO UFO— — _ — - _- -UFO— - - - - - - - - - - _ w 3�3g E- _ - -i \ I I - - -394 - _ _ - 393-=393- - -�IGP -_-393- - GB - - -�— X / / � — 385 — _ - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - < ,L _,� QQ � _ UFO - -UFO- - - - - — 1-4 O Co 3 _ _ - - - - - - - - - - - - - - - - - - L^ - - = 394 _ — rR UFO - l�€O- _ _ ■■■ �X - - - - - — - - - - - - - - - - @�JF / 18 - - -381 - - - - — 380 - /11V 9�' 24"RCP _ — �i.......... UFO h ----- *J / / / /� / - - _ — UGP — ----- ■!+RCP \ C �= l - , \ 394- - rn 15"RCP fig' / „RCP 5/ / ��X�_ a 3C U Z Z Z � f / 3 /NV. =386.23' �J$ i FIRE HYDRANT ASSEMBLY - - _ (9 = of (n _O _O O / 18"RCP - i '�' \ \ 39 INV. =386.66' / / / / 93 i X — - X X� (D L9 i w U - - - - - - - 391a1- - '_ _ _= �, / RIM 394.34 �V \ / /� / / / / / / 3 - - - (SET AT R/W LINE EXISTING GRADE) X z ur rn a, � 'S \ RIM 389.47' / / — - _j cn O (� U Z -UFO--- )3 - � M O � � INV.N=390.04 a ♦ \ � / / / / � / - 61 � x 391_ - �A3 - \ IJ� I ri \ \ / / / / / / / 3 I 380- — Q w a Q z > > O _ - _ 10'X10'JACK&BORE RECEIVING PIT \\ \ \! / �X 3 Of 394 V INV. S=389.98' ♦ \ i / / / / _ — 380 — o w O (n _393 (CONTRACTOR TO MODIFY SIZE \�\ \ ^ �♦ RIM 394.23 co ♦ \ \ \ I in '-' (A co O 7_ - - AND LOCATION AS NECESSARY \ ♦ \ \o > "' Z Z TIE INTO EXISTING 12") \\ 1\�I\I 41°BEND I INV. =391.28' io �` \ yo \ I E � w O O W U p REMOVE AND REPLACE EXISTING R1M394.45 � �- U 395 WATER MAIN WITH� �� LU 12"X12"CUT IN TEE \ 10+5 I SIDEWALK AS NECESSARY FOR /NV.N=389.85 ♦ \ I H o � cr- O BORE&JACK PIT INV. S=389.80' °-,' O O LL z (3)12"GATE VALVES I j I 30'X10'BORE&JACK LAUNCH PIT RIM 394.09 i PIN:9660-47-0921-00 L Z Z z \ �I I I (CONTRACTOR TO MODIFY SIZE INV.N=389.51' \ NONE LISTED I I Q U AND LOCATION AS NECESSARY) PIN:9660-48 1257-00 /NV. SW=389.44' PIN:9660-48-1726-00 c9� I O I \ CIRCLE K STORES INC I Z DAVID HASAN& \� I U b I I I DB 1548 P9 1 ♦ N MUSHIRH ALASHWAL DB 1343 P9 385 92 LF BORE&JACK(R.J.DIP CLASS 50) = I W I I �\ I Lu o R `° I + ♦ I O O M -395— : = z EX. 12"WATER MAIN U / I I \ I O w WATER MAIN - PLAN VIEW o M w N N N w N CD CD Q U) u') bN Q N MO M z r O O O cn DATE SCALE 1"=40' > 0� 1211512023 NOR 0 M 0 40' 80' DRAWN BY 332 400 400 CABLE TV LINE (DEPTH UNKNOWN -TO BE FIELD VERI IED) • DESIGNED BY FIBER OPTIC LINE (DEPTH UNKNOWN -TO BE FIELD VERIFIED) • 332 TELEPHONE LINE (DEPTH UNKNOWN -TO BE FIELD V RIFIED) FIRE HY RANT ASSEMBLY SET AT • CHECKED BY EXISTING GRADE • R. BAKER TELEPHONE LINE (DEPTH UNKNOWN -TO B FIELD VERIFIED) FI ER OPTI LINE (DEPTH UNKNOWN -TO BE FI LD VERIFIED) • • 395 ` FIBER OPTIC LINE- (DEPTH UNKNOWN -TO BE FIELD VERIFIED) POWER LINE (DEPTH UNKNOWN -T BE FIELDVERIFIED) 395 SCALE POWER LINE (DEPTH UNKNOWN TO BE FIELD VER FIED) FJQIE OPTIC LINE (DEP H UNKNOWN -TO BE FIELD VERIFIE ) FIRE HYDRANT A SEMBLY I♦ AS NOTED CABLE TV LINE (DEPTH UNKNOWN) — — — — — — — _ EXIST/ G (CONY CTOR T SET AT _ - - - FM POWER LINE (DEPTH UNKNOWN) 45° BEND 390 3' MIN. C VIER TY ` — — — 390 12 DIP WATER M IN 15 inch RCP 18 inch RCP — — — — _ (CLASS 50) - 92 LF OF 12" R.J. DIP BORE & 4 ° BEND 12" C900 PVC WATER 12" 6"TEE 3' MIN COVER TYP. JACK W/20" STEEL CASING PIPE MAIN (0.250" THICKNESS) ul -0 385 12' GATE VALVE 45° BEN 12" GATE V LVE 5° BEN 385 L.L .>_ 12" 12"TEE SWI CH MATERIAL FROM DIP 12"X 6"TEE VERTICAL BEND VER ICAL BEND 12" 900 PVC TER O = (DE TH UNK OWN -C NTRAC OR TO 18" IN. SEP RATION 18" IN. SEPARATION 12" GATE VALVE VERTICAL BEND VER ICAL BEND m t N W 0C Ln a 380 380 0 aco 2 ac U J i a Q O z z JO co 375 375 V) U � z m w w T co III J ~ z W oC a � 3 z w z 370 370 Z a _ � j Z) � U a O Q 20 ao oC a 2 Co w m N a U LV U � = w Co E N m , 365 365 a ' Co 0- o 4 O O o = 0 z � " .3 Z N X w o � w � Q J Q � CD 360 360 0 1 Q Co 0 0 40 a o r� co o 0 0 0 0 0o co M N M o <r o rn 0o cfl v �r a M o cfl ch n rn o d M P 00 03 cfl PROFILE SCALE w a m CY) 0 0 of of of vi of ai 00 06 00 06 > Y M 00 a0 QO a0 00 a0 00 00 M Co M M M M M M M M M M M M M M M Cl) M M M M M M M Cl) Cl) Cl) M Co M M M M M M M M M M M =75 N X o v 2 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 1 o V7 U WATER MAIN - PROFILE VIEW 0 U m m • KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. o JOB NO. N C N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o Co SPECIFICATIONS, AND DETAILS C8.1 L 17 C? I PRELIMINARY NOT RELEASED 00 00 FOR CONSTRUCTION W_ Q _ \\�\`\ CAR W �I\1111111//, w 1 III �� OF E S S/p� 01 z_ 1 z_ ; IJ 1 J Q U SEAL 1 a - 0 5 - 1 = Q 1 ° %i F GINE�� o r _ I 3g0�r 3g9__ -389 NC HIGHWAY 87 S 3gS3�6 CL ��1 3g6- / 38F o ao EOP 12"C900 PVC WATER MAIN � :38 1 12"C900 PVC WATER MAIN 3O 12"GATE VALVE _ - - 4 C) o / A _ - - - r _ _ - _ - _ _ - - / - Q - - - 12"GATE VALVE / ` - - - � - EOP — — — ti - - ' 0 Q Q _r�2±50 12"GATE VALVE �2 +50- - - - - -24+80- - - - ass+� _ _ _ 22+0 - - - - - - - - 2-3 � - - - - - 23 0 ,- 24+00 4+50 - -2�+OU' - 2 50 25+�� _ _ - -26+�0 ` - � 27+00\ /+ — -28+% — — �8+5 l _ - ,L z � ? m � - - - - - - - - _ _ _ _ _ _ _ _ _ _ _n, I y _ _ _ - - _ _ �T„r`� — _ - - �� - 29+00 29+50 +00 30+50- - - 31+00- - - - - - - - - _ + � H - lAA -387- - - - - - - - - - - - - - -1- _ - - - — - - - - - - - - - - - - - - - - 387- - � I 387- - - - - - - - — — - -384 - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - 7... - - 38,385- - -====_—_385- — �- - - -- � _- - - - - - -- 3855 _ — 386- - � � \\I\ "/ _=_3s6_== _=-386 - - - - - _ =385— — _ _384384 - : , _ _ _ - '8g- - - - __ _ -382 - - -_=_ - - - _3- - - - - - - - - - -_ 80_ — _ — - - -- — — — — 380 380 — - - - - +50- - - - Q � 3 zZ_ Z_ � _ _ 382- _ _ _ _ i F- o) � Q (D 0�0 o- - - - - - - - - _ - - - t - _ 38238�; - - _ _ _ _ - - _ _ 385 ��_ � _ _ - _ - - - - - - - - - - - - _ - - -_ ��Rcp � 3 _ - -_-_— _380 — — — _ 3 - - - - - - - - - - - - - - - - _ - - - - - — — 1 — ou, � � cn -UFO— - _ -2 - UFO= - - -UFO UFO _ -387 - -386 - a_-� _�UFt� -(7F0 — - - - _ _ �380- w U QC ry O J _ _ _ - _ �� _ 380 _ _ _ UFO-_ - _ -37 _ - - - - - - -U�9 = - - - - - - - - _ \ \ ��—� \ --- PFO _ —��=- _- - - � - - - - _ -eZF - ' 4— R - - - - - - - - - _ - - - - - - 1JFII - _8- __ --UF-0- - __ - -UFO- , Q — a O ___- -� - � _ R - R^N _ �� RIB R RYA R/W R/W o R - -377 - - - - :- _ w o o_ -379 � 1 i a / X � R — �� oc co Z z z FIRE HYDRANT ASSEMBLY 1 I Xa = ()\ / / 383.28 X i — — — (SET AT R/W LINE EXISTING GRADE ` 1 _ I NV / 15"RCP , / _ I C7 +; of (n O O O X X )( w ) \ I �( \ i FIRE HYDRANT ASSEMBLY / 15"RCh' / /INV. =379.43' I /' / / 3�g� � � i 15 -3,5\ � � � z W ' m w I.- 380) � U (SET AT R/W LINE EXISTING GRADE) N / / O / / X CP / J U Z l V. =380.10' 1 3 U FIRE HYDRANT ASSEMBLY �� Q a Q Z O �18"RCP \ I � , / / / / C - _ ' (SET AT R/W LINE EXISTING GRADE) \ p 0 � � O / \ _ cn � Z Z � lN�: �379.14' I � � / l C/ \ � L � +� � > O O W n - / L " Una � "D oow � � � pU x I PIN:9660 25-6655 00 w Q Q U) I X PIN:9660-46-6773-00 C/) U) NONE LISTED I I I \ ARNOLD LYNN CARTER,Jr: I I � Z DB 1650 Pg 18 I I N I I Lf) M O p I .� (D z , ow WATER MAIN - PLAN VIEW F- o Co Lu N N N �gObN w NOO = Q j if) U O N Q N O Z O O SCALE 1"=40' U) DATE 1211512023 0 40' 80' o r DRAWN BY 332 400 400 • DESIGNED BY • 332 • CHECKED BY • R. BAKER 395 395 • • SCALE FIRE HYDRANT A SEMBLY • AS NOTED (CONTRACTOR TO SET AT EXISTING GRADE EXISTIN GROUNLI FIRE HYDRANT ASSEMBLY 390 390 EXISTING GRADE) ' MIN. C ER (TY .) — — — _ _ EXISTIN FIR HYDRA T ASSEMBLY D _ _ L.f) 385 jTRACT RTC) SETA 6 12"X 6"TEE — — — — — — — I EXISTING DE 385 LL .N O U C 12" C900 PVC WATER MAIN 3' MIN. COVE (TYP.) — — — — — 18" MIN. SEPARAI ION 12" GATE VALVE 12"X 6" EE N Lu 18 inch RCP Ln W 380 380 a 2 12" ATE VALVE '� a (ncm cu 12"X6"TEE 00 PVC WATER MAIN u J Q 70 70 Z N O I� � 12" G TE VALV J O � i--i cu 375 375 V U � z 70 m Lu 0W CL T m o J ~ z W oC a � 3 z W z a370 370 QO �a 20 oC a z Lu m N a U LV U � = W Cl) O I z 365 365 a m ao O O 0 ZN X W 00 w 2Q J Q � CD 360 360 Q U L a.LU-. N Lo O CO I_ CO CO N M M O 0) In N O Co: Lo N (fl ti - u ti O O O N O t O M . 0 O 1 3 0 00 00 lt) � � M c7N N � c7N NN 00 op0 � 0 00 r ) q � � O � rq o � M � NN 00 a0 - rLq MN 00 00 L6 O � <FM IM MM 00 " 0 oM N � 00 � 0 ou ". Co<F NN 00 00 O - 00 � � r � MM 00 f� 0 W a ri 06 � 00 Q6 °poo Ooo CO Co Ooo � ti � � � ti fir; � ti � � � ti � � � ti � � � ti � � � ti Oco Ocfl Oco Oco � �ci � �ci � �6 � �ci dui 4 L a � t4 Cori MM (n MM MM MM NC\i NcV NC\i NcV NC\i NcV NcV � � 0 > Y Co �' 0 00 0 00 0 00 0 00 0 00 Co 0 Co 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O a0 00 0 00 0 00 0 00 0 00 O a0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O o0 0 00 O o0 0 00 O o0 O a0 O o0 00 O o0 0 00 00 0 00 00 0 00 O o0 0 00 0 00 M M M M Co M M M Co M M M C o M M M C o co M C o M M M M M M M Co M M Co M Co M M M Co M Co M M M Co M M M Co M M M Co M Co M M M M Co M M M Co M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M Co n ij x o u 2 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 1 o V7 U WATER MAIN - PROFILE VIEW 4 U m -01 m • KNOW WHAT'S BELOW. 2 CALL 811 BEFORE YOU DIG. o JOB NO. N C N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M ° CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. o 0 Co PROFILE SCALE SPECIFICATIONS, AND DETAILS C8.2 L N � I PRELIMINARY NOT RELEASED 00 00 FOR CONSTRUCTION Lu \�� FARO ''% 1 o I �� z ...•�•••••••• 1 z �oF E s s/oti = I = SEAL v 1 v = 0 5 = °y 1 - - Q o CL o o '/ F GINE� &11 1 FIRE HYDRANT ASSEMBLY I ( /,,/� W BP ■ 1 1 (SET ABOVE GUARD RAIL FOR ACCESS) 03/2�/202g 12"GATE VALVE -383 0� 3&3g2- / ' Q.■ NC HIGHWAY 87 S - \ UI 38 12"C900 PVC WATER MAIN �Z \ 382'82 U■ '61 \ \ 386� �tj- _ p - 383g8- \ J 12"C900 PVC WATER MAIN _ EOP S2 - - 22.5°BEND- ; `��\ �� "8SS �1\ o Q I- _ '3 12"GATE VALVE ^; \ p {� \ "1 3g6, - EXIST. GUARDRAIL � E J r - - - - - - - - - - - - - -LET N E Q - - - - - _ - - _ 1 - - - _ ■ - - _ _ _ - r _ _ _ + 0 + - b+60 35+50 36+00 _ _ / _ _ - - - - - - - - _ - - - - - - - - _ - — - — - _ - - - - - - - - - _ - - - - _- - _ _ _ - - -54 - - - - - - - - - - z � ~ ff 43#•OB• _ - - - - - 32 � - - -382 -32+50 33'+00 0- 380 �� _ �0_ - _ -379 - - - - - _ - - 380 ��36XS \ ` l - - - - - - - - - - - - - _ _ _ ' _ - _ ____� - _ _ _ � � - - _ = = ='=1- - = = = M85 — — - - —385 _ _� - $2� - C7m 0 _ �e ' 0- — - =�38 90. - - - - * - - - - =401� - - - _ + _ _ - _ 0� = - - - - *5 _ 3850 385- Q - - - - - OHP 379_OH = _378 -„R - - - - - - - _ - - - - \ / � - �`= _ - - - __ -� - - -__ - - - - - - - - - _ _ _ - - — - - 380 - __380 — - - = _ r1Fo-gcs% G ��F - - wc� o N 0 � r 379- / �,+ / � — � �= - - - _� — _ _ _ _ //T— _ - - — _ — _ — — _ _ _-_- -_- - =UFO- UFO\ - - - \ - UFO �Q UFO l UFO�- - UF_0-37377- - -5� 6/ O ti _ �IlE6�' T> _ UP�- -\_ 375_�6IFZ9 - -375 - b � - _ _ _ - tlF9_—__ -_ - - - _ _ �\ �\ \ \ 3$ - - - Q °O d �' X X R g \ _ / i :3 lip - - - -� _ - _ - - - -375 -- - - _12°GATE VALVE 3 - ��\ . \ \ \ \ \ -390 woos; , oo R 3$0 R ° 15"f.'CP R - 377 0 - lr ° 12" P 7 II R/Ily R ° • R/W R�yy R/W -R/iI1F— 75.375�Rom► R ° a 3 � u O O O \ \ 3$�' &0 �/ / / FIRE HYDRANT ASSEMBLY �'RC III 1 1 1 18"RCP I U H ,� \ #V. =376.89' (SET AT R/W LINE EXISTING GRADE INV. =374.94' 12"CMP z cn x O 0 0 Z FIRE HYDRANT ASSEMBLY / ) \ I Ill I I I 18"RCP INV. =374.39' INV. =374.49' � Q x z D D O (SET AT R/W LINE EXISTING GRADE) / / 15"RCP \_377/ I I ICI /INV. =373.83' I < p� INV. =374.51' 1 I I I M� // 15"RCP 0 O 15"RCP 1 /'I I I / INV. =374.52' cn 0 z z w /NV. 377.21' 375 1 / I I I I _ w o O � I I o � � v o LL z PIN:9660-45-8995-00 PIN:9660-45-9646-00 °1 O PIN:9660-46-8137-00 JOYCE G PHILLIPS ARNOLD CARTER Jr. I w Q Q U) PIN:9660-46-3204-00 I PIN:9660-46-7226-00 RODOLFO ERNESTO& DB 1154 Pg 137 DB 1656 Pg 965 ~ � U r JIMMY CARTER FELIX GOMEZ I ZELAYA BENITEZ ~ 0 DB 1680 Pg 564 I DB 1549 Pg 429 DB 1578 Pg 925 I U) N PIN:9660-35-9486-00 I I I U) I CURTIS DAL KELLY I I M as Trus ee I O p I I DB 1396 g 979 I I I = z O w WATER MAIN - PLAN VIEW M Nt Lu N N N w P N O O 8 OyN = QLo o Q N O O Co Co _O SCALE 1"=40' DATE M 1211512023 0 40' 80' O r DRAWN BY 332 400 400 • DESIGNED BY • 332 • CHECKED BY • R. BAKER 395 395 • • SCALE • AS NOTED 390 390 IRE HYDRANT ASSEMBLY FIBER OPTIC LIN (DEPT UNKNOWN -TO B FIELD ERIFIED EXISTING GRADE) ABLE LINE (DEPTH U KNOWN T BE F ELD VER FIED 0 c E T/N - U-) G OUND LL 385 385 (CONTRkCTORSET AT (CONY CTOR T SET AT EXISTIN GRADE) 18 inch RCP EXISTING GRADE) 12 inch MP Pipe m w � � N 380 3 MIN. OVERT P. � 380 Q 2 acm 18 i ch RCP U J - \ 12 inch MP Pipe Q Z i--i J 0 12" C900*oil PVC WATER MAIN 22° BEND c Lu co 375 375 � U 18" MIN. SEPARATION 18" MIN. SEP RATION 1 GATE LVE 12 GAT VALVE z � = Z I X6"TEE 12" X6" TEE 12"X6"TEE L U Q w Y 12" GATE VALVE VERTIC L BEND J H z VERTICAL BEND 18" MIN. EPARAT ON LX a 12" MAIN TELEPHONE LINE (DEPTH UNKNOWN TO BE FIELD VERIFIED)- 2° BEND VERTICAL BEND Z W Z 370 18" IN. SEPARATION 370 J i"i 5 0 M VERTICAL BEND O �U Q C CY) oC Q w � Z N Q U LU _ 2 z Co U Co E � � �_ NLu T H C 365 365 Q o o_ o O O o = 0 z M " .3 ZN X w O ai w 2Q J � x 0360 360 Q U L a.LU-. N r ItN M �t O N (D CO N N O 00 MD O O O CD O C° CO M O O 00 00 N O N °) O In CO 1 0 3 o M M O C0 M M d 00 O Co M N O 00 In N N O N M O Co N I� ti M M Ln O Co M 00 C° N M N °) CO M °) O M M f- 00 Ln N W m m N N ^ ^ ^ O O O O O O O O O O O ao ao ao 00 ao ao O O O O O N ^ N �) M Ln p0N pON 03 , 0p � � � 03 — �� 00 � � O 000 � O 0p0 MCA � O) � O 000 00 0p0 000 � O � O 000 MCA � 00 NCO � I� NCO � I� � 00 � � � 00 � 00 0p0 Op0 � O 000 � O 00 00 � � � � � � pON � M 0pM � � Opin � C° 0000 Q >_ Y M 00 00 000 000 00000 00 00 00 Il- ti 00 00 00 000 00 000 � ti � ti ti ti0 00 00 00 000 00 00 00 00 00 00 00 00 CO 00 MM MC.,) MCo CoM Co CoM MCo CoM Cl) Co CoM MCo MM MC.,) MM MC,.) MM MM CoM MC,.) CoM Mm MM Cl) m MM MC,.) MM CoC,.) MM MC,.) MM CoC,.) Cl) M Cl) C,.) coM MC,.) MM MC,.) MM COCo MM MC,.) MM MC,.� MM MCo MM MCo MCo MCo � N X o v 2 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 1 o V7 U WATER MAIN - PROFILE VIEW 4 U m o KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. o JOB NO. N C N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M Co o 0 40 CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o CoSPECIFICATIONS, AND DETAILS C8.3 N PROFILE SCALE L M � PRELIMINARY NOT RELEASED ao _ 00 I , FOR CONSTRUCTION I- ,w _ \ 1 W _ _ , -- __- = - _ _ � _ I � � CAR _375;75__ -- - - J- - ��\��F E S S/p z o - z - :370 — � �� 0 ti J 370- - � _ _ = Q SEAL U \ \ 372 _ - U \ 0 5 5 - GIN- REMOVE AND RESET EXISTING \ REMOVE AND RESET EXISTING _ O �i/ O� MAILBOX AS NECESSARY \ MAILBOX AS NECESSARY \ W; 0312020241 Cp 38 388- - NC HIGHWA Y 87 S _ _ _ REMOVE AND RESET EXISTING — -387 3�3a6 3a5 `3$ �3� /�� T \`� 3� / 4 :' / ^ y Q Q - - - - - - / REMOVE AND RESET EXISTING i MAILBOXES AS NECESSARY _ i ' 12"GATE VALVE /12"C900 PVC W�TEF�IVLAI�I' Q EOP 12"GATE VALVE l / EOP Z / - - _ - / o 12"C900 PVC WATER MAIN EOP MAILBOX AS NECESSARY / / \ // o - 43 0� - — - �3+ - - -387- A4+OA - - - 44+5� - ,��5+00 45+ 46*60 -46+50- 7t00 — — �7+50 _ _ +00 48+50 _ 49+0 49+50 _ _ 50+06 - -Z0�0 _ _ -51+ _ _ - 5-1+50 r ll_ - _ - - 4 9 - = z _ _ _ _ - - - - -_- - - - - - - - - - - - _ - - - - �_ �_ -_- _ _ _ _ -_-_ _ _ - - _ _ _ _ _ 7 -375_ _ ~___ _ - - - - - �~ - _ 370 _ _ - - -_ _ (D -385 I_ — — — — — -385- — — — — — — ` -385 - _ - _ - 383/5"RCP -383 - - - - -382 - - - - - - 38� _ - _ _ _ - - - _ - - — — _ _ �\1 - - - - - / _ Q - m ■ t ■■■■■ ■ ■■ .■■i■■■■■■■■■■■■fG-i�■■■■■■■■■■■■■■■■■■■■■ ■i■r�■ .....■■■■■■■■ ■■■■■■■■■ ■■■■ 384 = _ - �' =� �7x'' _ _ 380 _ _ 377 _ �5 --P 3 373 '` 372- - - - 0 I 370 z z Z E v - � _ _ _ " _ - , t--�- ■�......G� 15" - _ - _ - - - -375 = - - �� - �\ - - 31 - _ �3s8 0 Lu - cn 12"GAT VALVE 385 - l - P .■.■... � ■e:.. 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S=377.95' INV. =375.48' FIRE HYDRANT ASSEMBLY = O (SET AT R/W LINE EXISTING GRADE) I > w P/N:9660-55-0314-00 I ~ L k ko C, U LLj PIN:9660-45-9181-00 I PIN:9660-54-2464-00 0 0O O O PIN:9660-54-1826-00 PIN:9660-54-0748-00 PIN:9660-44-3207-00 U ARNOLD CARTER Jr. ARNOLD CARTER Jr. Q O DB 1656 Pg 965 DB 1656 P 965 HAZEL LARRY BOLLARD& Ln _j Z Z LARRY BULLARD& HAZEL CARTER BULLARD I ELBERT E PATTEN Ln I 9 ROSETTA J PATTEN HAZEL CARTER BULLARD I DB 1445 Pg 747 DB 371 Pg 78 H < < Co DB 102 Pg 125 DB 362 Pg 153 0 z N I I U) M O Cj b ( z M > O w WATER MAIN - PLAN VIEW W N N N w w N O O 8 0bN = Q Lo u') U O N Q N O O Z O SCALE 1"=40' DATE 1211512023 0 40' 80' or DRAWN BY 332 400 400 • DESIGNED BY • 332 • CHECKED BY • R. BAKER 395 395 • • SCALE • AS NOTED FIR HYDRA T ASSEMBLY (CONTRACT )R TO SET AT 390 EXISTING GRADE) TELEPH NE LINE (DEPTH NKNOW -TO BE FIELD VERIFIED) 390 • EXIS TING GROUND (CONY CTOR T SET AT a — _ — EXISTINGGRADE) — — — — _ E ISTING ROUND TELEPHONE LINE (DEPTHUNKNOWN -TO E FIELD ERIFIED u- 385 � — 385 O — TELEPH NE LINE, (DEPTH NKNO N -TO B FIELD V RIFIED) 0 w W 3 � N N WATER AIN ° W Q 12"XIS"TEE FIRE H DRANT SSEMBL a = 380 CL 12" GAT VALVE (CONY ACTOR SET A 380 ac ico 12"X 6"TEE U J 12" GATE VALVE a Q o � zz � VERTICAL BEND z J Q 0 c Lu 375 375 U V z20 Co Lu W co U o O Y J i--i z X 12"X6"TEE z W z �_ 370 12" GATE VALVE 370 ? D J 18 inch RCP O41 U C z N 18" IN. SEPARATION 12 U9p0 a U Lu A � a � R tij U = W ; N � , VERTICAL BEND = 365 365 Co`° ao O O o = ZN X W o � w � Q J - a) ~� ~o CD L 360 360 Q U a.LU-. 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N o N 41353.012 L 0 cc 0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Co CITY OF SANFORD NCDEQ AND NCDOT STANDARDS ° 0 40 > > SHEET NO. a o m C8.4 Co PROFILE SCALE SPECIFICATIONS, AND DETAILS L / �. \ _ PRELIMINARY NOT RELEASED w FOR CONSTRUCTION I i \\\1111111/// � '�� _ \ Q) \ - \ i � _ 352- ' w Q ^I cr 3 / \\ W � _ - '3 i ' 366^\ \\ 1 \ _ _ _ - _ \360_ �� - � � - _-357_ - _ $ _ - - _ _ _ _ _ - - ,1L_ - �� I �` _ � /� , -351� I \ � ` - f \ ESS/0 370 —_ , � z � ,gyp/ ` 167_ I / \ \ - _ - _ - - - _ - \ -- _ - - - - _ -- _ _ _ 35 — - _ _ - - -_ - - - - _ \ / \� � _\ _ r _ _ _ � �i/ 350• � � - � J \ - -^ \ - - - - - - - - __- - - __- — - - - - - \ \ , - _ _ _ _ __ _ _ - _ � �/ _ 350==_ = SEAL C) 365 < \ \ \ \ � \ \ \ 1 ` \ \ ! \ \ 1 I Z O \� GIN \ \ \\ wul �6 W. gPr\\�\\\\\\ 00, M A� _Q� 03/2�/202g All- Q / ♦ ■ I ") 0 12"X8"TEE ■ / ^�� / 12"GATE VALVE / / / / NC HIGH AY 87 S / 1 12"GV 12"GATE VALVE : / / / / / / / / / cb // 0 / _ ( ) ■ / / / / 12"GATE VALVE / / a = /- _ I_ _ch � � -/ T (1)8��GV 45°BEND �- / `�� / / / / � / � —T � / / O / �/ � ;'� �\� � J J / 12"C900 PVC WATER MAIN S / / / l EOP / 12"C900 PVC WATEA MAIN EOP �� o � Q H Z3tO _ - 6�+A0' 6Q�5Q 61� _ 61+50' _ - - '62+ 2+50 -63 0 1 / \ w z E ? m55- _ _■_ - - _ _ - _ _ _ _ ' - - ° 342- ' 340 / l � c/) U - _ 5$+>90- _ - _ - _ _ - _ 350 , - �, as- 55 ,34a- \ M I _ 65 - - - -_ - _ ■ - - O _ \ \3 < 347" ` �34 .))ou.....�.�.... � ...,�.z.�13�P.�......�� l ... �..1�:��........ ............,.... 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S-339.87'� _ / / 1 1 \ z_ W m H INV. =347.58' - \ \ M c� J Ln U U z I (SET AT R/W LINE EXISTING GRADE) f I / h� i / _ I // ' " r FIRE HYDRANT ASSEMBLY // - _ FIRE HYDRANT ASSEMBLY // / I 1 1 M II a a Q Z � O Of 15"RCP I I / {� % I _ (SET AT R/W LINE EXISTING GRADE) \ (SET AT RNV LINE EXISTING GRADE) / 1/ I I i 1 I` 13�0 0 0 � O I INV. =361.34' \ 1 I I ' cr q1' — > o, Z Z I I Ln I 35 \ o 3 > OOw /^PlIU:9 33-6�02 00 M Lu U LUCK$TO COgPO 4TIO�V N / I / r \ / \ / _M 338.55 PIN:9660-53-4332-00 ~ 0 1 W DB 1576 52 1 h / - \ - I I I INV.N=335.65' 0 U / ,Pg I M I PIN:9660-53-0622-00 MARIESTILLWELL& c� of PIN:9660-54-2296-00 ` i / � \ / - 0 � � � DANIEL R DINKINS& / �� ' I 00 / GREENFIELD T MBBER-tt C \ _ _ i INV. S=335.10' JACQUALINE B.STILLWELL Ln M li LL Z I CONNIE S DINKINS `��\ I // / / I / - - - _ 3p6' �� B 173D Pg 889 L f _ / � DB 1440 Pg 675 w Z < � DB 1324 Pg 400 \ ' <\ / I / / I I / ��`C0 J \ \ \ I- H Q r U) Z - _ 0 355 / J - - - - - � \ _ _ _ _ ` - - , \ \ -- ` L N I Imo / _/ .3 ' '► / " 3� , - � _ � � ,\ , , 0 o 0 Lu WATER MAIN - PLAN VIEW o M Nt Lu N N N w P N O O _ < LLB u') U t� O N < N M M z r O O '09 cl o cn DATE M 1211512023 0 SCALE 1"=40' r DRAWN BY NOR 332 0 40' 80' 375 375 • DESIGNED BY • 332 • CHECKED BY • R. BAKER 370 � 370 • • SCALE FIRE HYDRANT ASSEMBL (CONTRACTOR TO SET AT • AS NOTED EXISTIN GRADE) • 3' MIN. OVER( P.) FINISH D 365 365 EXISTIN GROUN 0 c U) D 12"X 6" TEE 12" -_7 FI ISHED FIRE DRANT SSEMB Y 6 360 wInA CONT CTOR O SET T 360 2" GATE VALVE ATER MAI ( O Lr) N 12" GATE VALVE VERTICAL BEND (V W 3 0C w 355 \ \ EXISTIN 355 Q = a GROUN a � 12" 8"TEE u J 12" GA E VALVE 18 i ch RCP O Q Z i--i z JO 350 VERTICAL BEND 350 W 45° BEND � U z FIRE YDRAN ASSEMBLY W Q Wco > (CO TRACTO TO SET AT U z O 0 J ~ z LJJ f 3' MIN. COVER z Lu z 345 12" 6"TEE (TYP.) \ \l EXl TING 345 J 0 0 o a � O � W CO 18" IN SEP RATION VERTICAL BEND O U C U) cy) 12 C9 Q w � o N 0Lu 0 p�i2 U J � O T N Fuj cl) R M,q//v _ co 340 340 Q a `° d o a 12" GV O O O � 0° BEND z Z N x Lu O w 4 2 Q 335 335 Q U L a.LU-. 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N co N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C8.5 L / _ � - - - / _ _ - � - PRELIMINARY NOT RELEASED - _ \ \ A : \ ! \ / FOR CONSTRUCTION N CD co NCWIGHWAY87SESS/ \\ \ \\ \\ \ \ \ \\ EXIST. STRIPING TO E, EMOVED \I I\ \\ \\ EXIST. STRIPING TO REMAIN \\ \\ Q1 0� \ \ \ \ \ \ EXIST. STRIPING TO REMAIN \ \ \ \ - SEAL = I -�- I o 13'EXIST. /I I � 131 EXIST. r � - � 0 5 GIN- �\ EXIST. 18" RCP TO REMAIN i/ l l / lM 338.55 ' / / / EXIST. STRIPING TO REMAINS - ' ■�- _ EX. 1x / /' T R I PtN�l�O BE-REMOVED M OV E D T / / / -� -� INV.N=335.65' / / S / 22.7 EXIST. =n / / EXIST. STRIPING TO BE REMOVED / / g�` / % 0312 12024 / EXIST. EDGE OF PAVEMENT TO BE REMOVED // / // // // // EXIST. EDGE OF PAVEMENT TO REMAIN / � / EOP / EX./12.1' / - / INV. 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S? `So sr ^' \ r? \ O rn Q c� M \ ■ � \ \ \ \ \ Z PROPOSED RIGHT-TURN LANE \ \ \\ \\ \ \ I \ \\ \\ \ \\ \ \ \\ \ `" + 1 o I �► I � \ Q I I f � / ,► I I /l �r � II // � � 13'EXIST. / � 1 I \ 13'EXIST. I � /I I o � O 0 LU c� / / / / / l / ■ " / / / l / lM 338.55 / ■�' EXIST. 18 RCP T REMAIN / / / / T / � `' � � T / - -�- � � ■� � / / �ROPO�EB-WATER t�b}AtN � 4� lNV N=335.65' / ~ / / / / / / /22.7 EXIST. / / / / _ / / / / / (REFER/TO WATER MAIN EXTENSION SHEETS) 3 / INV S=335. 5' N N N / / l /■ l EXIST. EOP / / / > o 0 0 L� Ln \ - - _ - J"� - _�'\ �� g�� Q - ' ��o`b 16' PROP./_ _ PROP. ��,�, , �\ 6pJ / - -j � / - / _ _ _ _ - ' , � ' � � - z / Q Noo ' ' - - - - - - -365- - - - - - - - - �`O -3 - - - o_ - - - - - - - / W_ V�[ _ - - ' o - 370 - _ _ - W- - - -W - - - _ _ - - _ _ - - - _ - 360 _ _ _ - - - -��0 _ - - - - _ 355_ � EXIST. FIBER OPTIC LINE TOREMAIN - ' _ i _ 3�p340- cn DATE - - ' _ Vtt - - - - - - - � 3 _ - - _3 _ _ y15 -_ RIGHT-OF-WAY LINE , _ 347- 4545 _ \ } - Y _ IP,RCP _ =r � - - - - - - - < _ - - 5.- _ - - - _ - - _ _ _ 35 < < 3 ^c .. ■■■■■■. .■■■■■■■■■■■.. ■■■■ ■■.:■■■■■■■■■■■■_.........aEr.... 12/15/2023 PROPOSED EOP ' 36 - - _ _ _ - - - - - - - 52 -�� „ - - _ _ - - -363 _ - - _ _ _ - - p � _ - - - _ _ - - - - - - _ _ _ - _ - _ - _ _ - _ : _ _ - - - � � � � � _ O= _r - - U�= �-_-_ - -U�_ _ -\UFOUFO - UE A ' -� _ - _ _UFO- _ _ - - � g- 36 �360- _ _ uF _ U - _ - 6 _ _ 350 - = UFO -\ -� - - - - - - - - - - - \ - ,\ ODRAWN BY o - - - g0- - - - - _ 355' �� - - - _ _ - - �' --�° , _ _ uFo ---TiFe - - - - - - - - - _ _ 345345 - � �\R/WR/W R/W - _ ` RAW _ - _ "� � -R7VI� R/W ^ \ R/W �/ - - - - - - R� - \'✓\ \ o \ 332 ✓ ' RlM 367.29 5"RCl3 _ _ _ \360, C 55 t-355 _ - _ _ - - - - _ 350 / \ 98"RCS - ` \ - ' ' / / I I I INV.S=364.68' INV. =361.3/1' - 18" RCP- _ l I ' Tm 347.58, / - - - I DESIGNED BY '-?6 \ s�. \ - I- - -348- - PIN:066-53-0622-BB - \RIM 342.97 _ 34g' PIN:9660-54-2296-00 PIN:9660-33-6802-00 PROPOSED FIRE HYDRANT INV\S=339.87'_ _ - - U S H WY-87\ \ � GREENFIELD TIMBER LLC Qom, � \ 332 DANIEL R DINKINS& PROPOSED FIRE HYDRANT LUCK STONE CORPORATION^ , �� I s,: _ y (REFER TO WATER MAIN EXTENSION SHEETS) - DB 1730Pg889 \ \ CONNIE S DINKINS (REFER TO WATER MAIN EXTENSION SHEETS) DB 1576Pg52 I r r / h� I -FES 901 c� -Oj FES 900 - ROAD WIDENING PLAN DB 1324 Pg 400 \ - I I / ;� I / I M _ - _ ► \ • CHECKED BY • R. BAKER • • SCALE • AS NOTED NC HIGHWAY 87 S T4 • PROPOSED RIGHT-TURN LANE T70 T2 T70 T13 13'EXIST. 13'EXIST. 250' DECELERATION LENGTH _ 100' FULL STORAGE _ I 225' FULL STORAGE ° 200' BAY TAPER r7EXIST. EXIST. EOP N\ & T4 T71 16' PROP. 17� T1 PROP. 12' a) "STOP" SIGN; R1-1 (MUTCD) T71 AND 24" WIDE "STOP" BAR RIGHT-OF-WAY LINE � fV � Z PROPOSED EOP Q Q 10' X 70' NCDOT SIGHT TRIANGLE 10' X 70' NCDOT SIGHT TRIANGLE J ° R/W R/W R/W R/W R/W R/W R/W- R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W l U J (D o I PIN:9660-53-0622-00 I PIN:9660-54-2296-00 PIN:9660-33-6802-00 I ® U S H WY-87 � '� z DANIEL R DINKINS& LUCK STONE CORPORATION L_ GREENFIELD TIMBER LLC z _J CONNIE S DINKINS DB 1576 Pg 52 I DB 1730 Pg 889 O z o nR9�'2QPndnn ; ROAD STRIPING PLAN Lu rU^ Q w L V I PAVEMENT MARKING NOTES z _ 0 1. LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF LJJ 0 PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS NCDOT ASPHALT PAVEMENT SECTION TRAFFIC CONTROL KEYNOTES U z O > STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2012 EDITION)WITH REVISION(S)THERETO. NOT TO SCALE J z Q a) 0 2. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF Linear Length } MARKING SHOWN HEREIN. Symbol Description Material Q Q 3. THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS (A PAVEMENT SECTION Adjustment z UJ z O WITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE T1 WHITE EDGELINE (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01. Thermo 1 _J O 3 0 NCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED TYPE S-9.5C 3-IN T2 WHITE SOLID LANE LINE (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01. Thermo 1 O U 2 o UNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER. SURFACE COURSE 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL DC Q Lu ° z T4 Thermo 0.25 � U 4. PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR TYPE 119.00 4-IN 1205.01. Q U J 1 o 2 N SHALL PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS . BINDER COURSE T13 YELLOW DOUBLE CENTER (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01 Thermo 2 U F_ a 5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENT T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08. Thermo 1 = MARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISED T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08. Thermo 1 ° ° PAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS. TYPE B-25.oc 5-IN _ BASE COURSE ° 6. ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC. 0 O o E 7. CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT. z (n � .3 8. CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE. Z 9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPES COMPACTED 0 Q � THROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES. SUBGRADE ° ° 10. CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND TOWN STANDARDS. OVERLAY AREAS-1.5"S9.5C `o w NOTES: TYPICAL ROAD WIDENING SECTION (1" = 10') y 3:1 SLOPE PREFERRED a CD 0- ROAD WIDENING NOTES 1 COMPACPREPARITION OF GRADING, GRADEISOI S SHOULD BE NG,AND 2 INTERMEDIATE COURSES OF PAVEMENT TO INSTALL. THE CONTRACTOR MAY CHOOSE TO ° M 1. CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND PERFORMED IN ACCORDANCE WITH DIVISION 5, STABILIZE THE SITE DURING CONSTRUCTION AT I d ENCROACHMENTS. THEY SHALL BE A PART OF THESE PLANS. SECTION 501 of THE NCDOT STANDARD NO ADDITIONAL COST.THE CONTRACTOR IS x o SPECIFICATIONS FOR ROADS AND STRUCTURES RESPONSIBLE FOR DETERMINING THE ADEQUATE o 2. ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT (2006). PREPARING, GRADING, SHAPING,AND THICKNESS REQUIRED FOR INTERMEDIATE 3 POSITIVE SLOPE AND TO AVOID STANDING WATER. COMPACTION OF AGGREGATE BASE COURSE PAVING. INCREASES IN THE DESIGN PAVEMENT 3. CONTRACTOR TO PERFORM TRAFFIC AND PEDESTRIAN CONTROL PER NCDOT (CABC)STONE SHOULD BE PERFORMED IN SECTION TO FACILITATE INTERMEDIATE PAVING o c7 ACCORDANCE WITH DIVISION 5, SECTION 520 OF SHALL BE PROVIDED AT NO ADDITIONAL COST. " o AND CITY OF SANFORD STANDARDS. THE NCDOT STANDARD SPECIFICATIONS FOR E Em a 4. CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND CITY OF ROADS AND STRUCTURES(2006). PLACEMENT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 11'± EXIST.�}f11'± EXIST.�}�12' PROP. SCALE 1"=30' SANFORD INSPECTORS. AND COMPACTION OF THE BITUMINOUS REPAIRING ANY DAMAGES TO SUBGRADE, -°° 6 CONCRETE SHOULD BE PERFORMED IN INSTALLED BASE COURSE AND/OR INTERMEDIATE EXIST. 6'± ® KNOW WHAT'S BELOW. a a U ACCORDANCE WITH DIVISION 6, SECTION 600 OF PAVING PRIOR TO PLACING SUBSEQUENT 0 30' 60' .2 VARIABLE WIDTH TO R/W CALL 811 BEFORE YOU DIG. THE NCDOT STANDARD SPECIFICATIONS FOR PAVEMENT LIFTS AT NO ADDITIONAL COST. JOB NO. o C ROADS AND STRUCTURES(2006). PROPER N SUBGRADE COMPACTION,ADHERENCE TO THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3' GRADED SHOULDER ALL CONSTRUCTION TO BE I N ACCORDANCE WITH ALL 41353. 012 L NCDOT SPECIFICATIONS,AND COMPLIANCE WITH PROTECTING PAVEMENT DURING ALL PHASES OF m N M NOTES: PROJECT PLANS AND SPECIFICATIONS ARE WORK.THE FINAL SURFACE OF PAVEMENT SHALL 4' PAVED SHOULDER CITY OF SANFORD NCDEQ AND NCDOT STANDARDS N ° THE CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF CRITICAL TO THE PERFORMANCE OF THE BE FREE OF ALL DEFECTS OR DAMAGE. > > SHEET NO. a o MEXISTING UTILITIES AS NEEDED TO FUNCTION WITH THE PROPOSED IMPROVEMENTS. CONSTRUCTED PAVEMENT. SPECIFICATIONS, AND DETAILS C9. 0 L - - , - - - \ - 11 _ - - _ - - ` \ f _ � - � ' / - � - PRELIMINARY NOT RELEASED \ ' - \ - - FOR CONSTRUCTION 11 \ ■ \1111111 \ O \ �' w w w �' l CAR NC1�IGHWA Y��7 S �, ��. s� so �� C S S0 CD 4-1 PROPOSED RIGHT-TURN LANE I \ \ _ Q� \ _ \ \ \ = SEAL 10+d0 +50 11+00 / 7 11+50 12+00 N 12+50 �- 1*00 �, \ 13 50 - I 14+00 14+25 � � / � l� /� + � I -\i lr_\ I I � -� � o = 0 5 I1-- --H- -�- --+---- --- ---�- - I--- --- -�- �- -�- - -�- -�---� 13 EXIST. / I I \ 93 EXIST. I \ ONE- ' l / /' l / / / lM 338.55 W. BP , / / _ / / ■�' EXIST. 18" RCP TO REMAIN / / /� _ ( ///III I III\\\ / / / —PROPOSED WATER MAIN <� INV.N=335.65' / 03/2�/2�2g i i 7— / /22.7'EXIST. / / / / _ / / / / / (REFER TO WATER MAIN EXTENSION SHEETS) 3� / INV. S=335.10' EXIST. EOP / � — — — — — — — — — — — —j — — /1 ; / / 440340- - O_ �o`b i�v- 16' PROP./ - � LE � PROP. 12 � , � , � _ / fE _ - o 5- _ - - - - 5�O^-360 0_ - - - W- - - W - W I - ,� W � _ , , Q Q370 - W- - - _W - - - - 36 - _ _ - - - _ - 360 _ - - - -��0 - - - - _ 355 _ _ - - - - _ _ - _ - - - EXIST. FIBEROPTICLINETOREMAIN , � - ' - _ _ __ _ _ _ _ _ _ _ _ _ _ _ 3 r\ E_ - - - - - - - - -365 _ _ - - _ - - - - 353 - - . _3 - - - - _ RIGHT-OF-WAYLINE � 347' � 34545_ - IFRCP / vm < 5 52_ < iPROPOSED EOP •36 - - - - - - — - - -- - Lu z r ••'� '� � - ' 363 _ _ 360�360- - - - - - - - - - - — _ - - - - - ' - 35 - - _ �PO�— -UFO'__ � .uF3 cncn uFo - uE u _ uFo- �ta- - uF - 55 -_ u _ _ dF6 - 35p_ - - - =UFO - -UFO _ - - - - \bFe \ - - - - - _ - - -345- 345 - �\ ¢ .21 z z z _ _ - - - - - - R/W - R/W R/W ••• ' O _ - - ` _ - - ' R�Wp - � ► _ _ _- 55 355 �� _ R _ _ - �� RINT \ �- _ R/W - -R7VIr R/W k1w� � - � � R/w - - - - - - g� / _ ``✓\ \ o \ � � ° � O Q Q cn / N o J RIM 367.29 5"RCa � � - \ ?60. � � \ � \ r= t� -{ / 18"RCS _ - - � � \ � / / I I I I a � N � a � � O INV.S=364.68' INV. =361.3/l' - - _ 18 RCP l I - lNV =347.58' _ - w p o -' / -358 \ cS`� -348- - PIN:9666-53-062-BB - - �RIM 342.97 _ 4$' / / � I I � � � � Z Z PIN:9660-54-2296-00 PIN:9660-33-6802-00 _ PROPOSED FIRE HYDRANT w /NV.1S=339.87' _ - - - 3 / / � I I I I 0- = U Z DANIEL R DINKINS& LUCK STONE CORPORATION / S� - GREENFIELD TIMBER LLC ��, ' _ M C7 +; of LU O O O PROPOSED FIRE HYDRANT i s (REFER TO WATER MAIN EXTENSION SHEETS) / — DB 1730Pg889 \ — / / loj I I N I� z W '� m w U CONNIE S DINKINS DB 1576 Pg 52 4� FES 901 M o \ _ , — ' / / I �, I J � p U U Z (REFER TO WATER MAIN EXTENSION SHEETS) / h _ FES 900 DB1324Pg400 \ _ I \ .M� - - I \ � III M II/ Q � o� O O _q (n (n (n O PLAN VIEW c't woo w L U U a w w w w Q Q 0 w Q Q U) w w w SCALE 1"=30' ~ � U r U) � p O p O p O U) z w d w d W a- N O O O 0 30' 60' U) 374 S L-1 w w 374 370 S L-2 w 0- 370 366 S L-3 w a- 366 M O = z (D C) I U I U I I I I � ' � I I I I I I _ Lu N w � N O O Q N Mo M EXISTING GROUN I z r o 0 0 _ u) DATE 372 I 372 368 I 368 364 - _ I 364 ? 1211512023 _ I o EXISTING GROU I -2.Op% 400% r DRAWN BY 332 DESIGNED BY �-2.05% I332 400/ I \ FINISHED GRADE • I I I � • CHECKED BY EXIS lNG GROUND \ R. BAKER 370 - I 370 366 I \ 366 362 I \ 362 • • SCALE I I � FINISHED GRADE I � • AS NOTED -2 62 FINISHED GRADE I \ I \ I \ 740 I I 368 I \ 368 364 I \ 364 360 I 360 I I I Z' I I � U C 0 (6 O I I I N a �o Q (� 366 I 366 362 I 362 358 I 358 '1 a z co I I I U J 0 8 70 o Q z I I I oC ~ U z J 1 Lu co a w I I I � < N I I I w p co I I I z o Y J } 364 0 20 40 364 360 0 20 40 360 356 0 20 40 356 0 Q 0 10, z W U 3 SECTION SCALE i--i � o S L-1 S L-2 S L-3 p oC o 00 2 M W 0 Lu � N U J C O T T N li co O � E O N o V 1 �- 0 rl O O 0 2U O � z � 0 .3 3 z N a O ai n Q) 0 a) 0Y o L O > 7 O O d U 0- 0 N 3 cri c Lo 1 M N 7 N t] d O U_ a 2 W d N L O 0 N U O _0 j C O U LO O o • KNOW WHAT'S BELOW. 0 CALL 811 BEFORE YOU DIG. 5 o JOB NO. N o In N 41353.012 L 0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o coSPECIFICATIONS, AND DETAILS C9.1 In � — L PRELIMINARY NOT RELEASED PROPOPSED STREET YARD PLANTINGS: FOR CONSTRUCTION \ �\ �\ ° • 1 LARGE TREE OR 2 SMALL TREES EVERY FIFTY (50) LINEAR FEET ,�� CAROB'/% BUDDY RODGERS CARTER& / f MEASURED PARALLEL TO THE STREET ROW. � O�oFESS/o '{- MURIEL F.CARTER / • LARGE TREES SHALL BE 1 1/2" TO 2" CAL. AND 8'- 10' TALL AT INSTALLATION. Q� P1N:9660-46-3204-00 '""SMALL TREES SHALL BE 1 1/2 TO 2 CAL. AND 6 - 8'TALL AT INSTALLATION. — SEAL = DB 426,PG 534 / / • - - \\ \�\✓ / • HARDWOOD SHREDDED MULCH RINGS SHALL BE PROVIDED FOR EACH = 0 5 CURTIS DALE KELL Y TRUSTEE \`\\ \\\ PIN.9660-35-9486-00 \ STEM. O GIN�� \\ \ DB 1396,PG / • HYBRID BERMUDA LAWN SHALL BE PROVIDED IN DISTURBED STREETYARD % / \\ \\\�� / / • B EXISTING TREES SHALL BE PRESERVED WHERE POSSIBLE. PRESERVED '�/H I I IM / TREES SHALL BE USED IN PLACE OF NEW STREET TREES TO MEET THE 0312020241 \\ / CITY'S STREET TREE SPACING REQUIREMENT. / / \\` / • BERMS SHALL BE LOCATED ALONG THE NEW STREET AS SHOWN ON THE TYPICAL SECTION DETAIL EXCEPT WHERE THERE MAY BE PROPOSED E °' DRIVEWAYS, STREAM BUFFERS, WETLANDS, UTILITY CROSSINGS, TREE o c Q < PRESERVATION AREAS, OR AS NEEDED TO PERMIT THE CONVEYANCE OF c' o � STORMWATER DRAINAGE. E g Q • STREET TREE SPECIES SHALL BE SELECTED FROM APPENDIX C: Lu z E ACCEPTABLE PLANT SPECIES FROM THE CITY OF SANFORD UDO. cn c/ g _ STREET ENHANCEMENTS ALONG STREET A ADJACENT TO ENTRANCE OFF Q a' (DZ 00 \\ / 0 NC HWY 87 TO BE REVIEWED DURING SITE PLAN. o yj � N O J \ _ + O \ �\ ` LEGEND Lu O o M /O \� a = � co U Z Z Z �1 W '- W U O \ �� ; O O O O O o TREE PLANTING a Ln x _O U U Z `\ �� PROPOSED BERM � —I V) u) c~n O © /O ``\ `\ SHERRY LOU CARTER } _ � O O W O \\ `\ PIN.9660-44-3899-00 F �_ Lu U (� FlG BROAD WELL LLC 6• }� \ \ DB 1650,PG 14 \ L W 0 LU PIN 9660-36-8707-00 \ O I}✓ \, `\ 1 n o Cr 0 DB 1615,PG 132 O/ \ / 0 0 U O / \ = Lf) O\ Z Z O \ $53 g2\q1El (n Z O 61° 6,.E / O�Q = N / O LOT 1 i \ � \16.18AC O o/ = z o ° • \ (D O o -\� � Lu 30'ACCESS EASEMENT ° 100' // / ♦ / \ O/ 1 0 N N N / O O / I 50' A w w N 0 0 LOT2 O = Q Lo o PROPERTY LINE WWW 23.40 AC O 2�151 / \ i 1 Q `� o 0 G B LDING � Sy5°Za2 \ �\ / 30' 0 O LOT 4 � � \\ \ EL CARTER BOLLARD 0 0 cn DATE i 17.32 WW YW W Y W N \ \ P PIN:9660-44-4258-00 ` = 12/15/2023DB 1445, PG 747 O ° 17.32AC p \ \ ONING:RR&Ll ` LAWN 20' EDGE OF PAVEMENT r DRAWN BY m `� Z 0° /401 Wye �WWW WW \` \ EXISTING WETLANDS N72°4sorE 144.2r \ n J. FRENCH ` v p o'�2 ROAD CENTERLINE O `v WW `p- `\ \ � 3.Q -—- W W � PROPOSED \\ N81°29'20' w _ DESIGNED BY O .v w w �_ �--�-- �] EDGE OF PAVEMENT ° C O o WWWWW TREE PLANTING _ _W W � ��' �_�'�- � J. FRENCH O O O N84°31'09"E 247.74' O --- A • col �— �y��, o 9�6� WWI /O 0_p_O - PRIV TEROAD ---'`-- — �v_�—� N LAWN 20' CHECKED BY W v _ v BOTTOM OF BERM 50'BUFFER • R. BAKER 0 20.9 9 7 A EXISTING WETLANDS 30' • SCALE C ° `\ TOP OF BERM • AS NOTED o tK CREEK CENTERL E CREEK CENTERLINE � W LOT 8 • ° PROPOSED 11.20 AC A ° BERM \ � `\ WWW • o \ \ ° , QUINTON KELLY THOMAS \`� \�\ STREET A PLAN VIEW p 50 VEGETATIVE / \ \ N.T.S. o BUFFER EASEMENT , / PIN:9660-42-2929-00 \ �a 0 PER PB 2015, PG 115 / DB 11-E, PG 335 \\ \` p 3� ZONING:RA � , 10°4874"W LOT 5 0 �° O 0) / ) -- 19IL f .51 AC o \ P ' ` \ D / \\\ O \`� 9�\ ��'/ `\ o \ QUINTON KELLY THOMAS MARIE STILLWELL& of W W m O 00 ° O �2 O �6l� \ `\ P1N966042-2929-OD JACOUALINEB.STILLWELL W w W y O �c / ' `\ �o \ DB 11-E,PG 335 PIN:9660-53-4332-00 W > W > W W / O p o EXISTING 100 YR FLOODPLAIN O \� o� / /Q' \\ \� ZONING:RA DB 1440,PG 675 ; z a z a z z / \ ZONING:RR W W W W W W Y O� S O ' o �\` = OW o W = 11) vw 1� O \ \ o \ 0 O o W w \ \ 0 W Q' W 0 m WWW _ EXISTING WETLANDS \\`� L 185 , v O _ �, v� / / ,,/ \ \ 50' 50' w L184 ,WyW O \ O -0-0 O O O ._Q_-O / / ` `\ BUFFER BUFFER ,I) 0 L 183 y ° \ (� / poi: `\\ \\\ ��h W c O O ' O t—O Q—O� /- // / �� `�\ `\` 30' 20' 30' 20' 30' I m . , p / o / ,, o U J a / W ° p OT6 / o °° 0 ° ° WWI ° 0 10. AC // `\ \�\\ I t15' I I O z a Lu 0 yYWWW `Y O° // Lu li 0 00 O° WWWWWWW ° O ° LOT 7 /// / DITCH 5' BERM Z 'U^ 00 0 0 0 0 21.61 AC / / ROAD SHOULDER DITCH O V/ a- o co v v O / ROAD SHOULDER z `o O WWWW O / J } 1 �W�W o O // 0 / 7 I I I Q 1 0 0 / / W Z - o a I--I N � 0 ° " ° // / STREET A CROSS SECTION A-A J � ° ° / YWWWY 0 /// / CARPON CO 4ERW-S EAD N.T.S. OU J 2 Q V p �YY �Y W C �Y �Y ° M O n O v W W EXl lNG WETLAND / / Q U Lu H o v v �W�W�W�W p / DB 1359, PG 71 LU -0 o I 0 WWWyW WW ° ° ZONING:RA U N O O o = J w p I 0 �W ° 0 0 100 YR // _ > E ° cl) p o o WWWW o FLOODPLAIN // O O I °° PERENNIAL STREAM // // O O ° 0 o I ° �W�W WWWWWW� ° (UPPER LITTLE RIVER) /' v v v W p / / 3 v v r v / VI / / Z N ° ° W WWWWWW ° / / 0 O O O 00 0 O m 0 p I O .v 1p .v ° / / 0 0 O O O ° O O O 0 O Q Q 0 O W W ip�0\ // ° 0 O O O O ° ° ° O J0 -1 O p ate\ / O O 0 0 0 p 0 H p Q PROPERTY LINE IS ° // o ° ° ° 00 p O p O o ° ° o ° o CENTERLINE OF STREAM =p o // ° O o p° 0 0 ° o o 0 O o p 0 0 0 ° o -0 o I o O p ° O °0 0 00 00 0 ° 0 p p p o ° °o o O p p 0 ° 0 0 0 °-.o J cl) O W / 0 O� 0 ° O 00 d o I o / o U) 0 0 Z U 0 \ o Q x c p O L78 L79 ° ° o O U L I / 0 0 c C� ° O o o p p S40°3149'E 480 0 0 o ° ° SCALE 1"=200' N ° o0 ° p 92.51' L77 ° ° ° � a 0 o° ��6 — — 0 260' 460' 6 °' SS°05'15'E . KNOW WHAT S BELOW. 2 -0 a L73 L74 L75 0 0 0 o p o - - 'o .41 co ° 0 ° 65 L66 4667 \ �11-1 2 0 ° o ° ° 0 ° Op o CALL 811 BEFORE YOU DIG. JOB NO. N ° O O 6gL �6 L10 o p o 0 . c� � \ / ° ° o O p° o L69 L70� �0 0 0 0 q WWW L630 ° 0 ° 8 � o ° ° ° ° p ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N M "W °C� ° ° .�� 0 CITY OF SANFORD NCDEQ AND NCDOT STANDARDS T ° WW 1 0 ° ° ° 0 ° ° o SPECIFICATIONS AND DETAILS SHEET NO. w ro m ° L1.0 � E L PRELIMINARY NOT RELEASED FOR CONSTRUCTION 1 _ — o ;��o�oF ES sioti 1 " = SEAL / \ to 000 5 \_ GIN �• I � \ 03/20202g 30'ACCESS EASEMENT o / — o � E I o J J 1 QQ \ 6o E — J I 1 N � Q Icz1 \ F- o, (D C7 m Q z Z >Z_ Lu > U OC N �_ > > J 1 / �Y � L! —,--i O T HP OHP� � 0 0 0 1 a = '1 O� U Z Z Z _ — '5 of cn _O _O O Z _j W 0 � U JLn x cl U U Z —� Q � 0� ZO OHO 1 / 70 � � un U) w p p W UUO 1 co cl O U o\ / I o ® 1 u�i o�i Z LL Z Z Lu I ■ 1 \ ~ � U 1 (D Z / DANIEL R.AND c6 O / I CONNIE S.DINKINS PIN:9660-54-2296-0-2296-00 (D ' DB 1324,PG 400 1 W / / I ZONING:RR 1 \ 0 Lu 1 O 1 \ 0 ch W N N N 1 w Lu N CD CD A = Q Lr) O 1 U N 0 Q N O O I 1 \ 1 ) z I 1 OyA O DATE 1 1211512023 O ■ c \ 1 r DRAWN BY Se o \ ■ I 1 332 ■ I 1` • DESIGNED BY N7249'07"E 144.21' \ / • 332 ■ 1 • CHECKED BY ■ o ` =n • R. BAKER �� TO \ �� • • SCALE ■ EXISTING WETLANDS 1, �] — PROPOSED TREE PLANTING AS NOTED y yyyyyy PROPOSED BERM ( -4 828.06' w w v w v w v w w v w v w ------- �\ • Y Y Y y Y Y Y Y y Y y Y Y Y -__ __- PROPOSED TREE PLANTING 20� y y y y y y y y y y y y y y ----- --- ---------- --- -------- --- -- 70 �Y �Y �Y �Y y �Y �L �Y �Y �Y �Y �L �Y �L �Y -__-_ _ �__ � PROPOSED BERM v w v y v y v v w v y v y v ---___ ___ - --- 4 1 __ — Y y Y y YY yY y Y y YY yY _ _ --- - ___-- � V�yYyyyYyyyYyYyV�yYyYyYyy Nr-W'Sy�Y Y ---- -�-_- -- r — � � L Y Y Y Y Y Y L `��I•-'Y T y Y�Ir-+l' Y i r 1 " �1 T \� --- -- --- ----- 8.1w U --- _ -_ _ _� 0 -- Q��nl VV _ -_ _ 7 Ln Bw - L N do vATE ROAD0 -- 0. N � c cgs`cP, ——— ——— -- -- —mil = •�� •••••,• / Q Lu z 0 1 o 6 y y y 30' SETBACK �'' W y yyyy` y O 1 V) / ) u W 70 \ `\Yy`Y 50' BUFFER 1 1 z = Q c ` y I— o N 1 WCL \ _Uzoa = W Y LLJ \ } z z \\ Q oC 3 _ 1 z w Q 4 U o ,�^ 0 y w V) o0 u Q M G G ` yyyyyyyyy O LL Lu ai w y y y y w T Q U Lu z y w w w y 00 00 Z 04 Y y Y y y \ I 1 J < C pY Y y Y yY v N \ \ Y Y Y y YY T T~ O \ y y y y y y i O N \ \ y y y 'Y y y 70 O ` \\ yyyy yy \ co 0 -p LOT 8 0 �O O ONC J d (D \\ yyy yyyyyyyyyyyy Z N (n \ y Y Y Y Y O 0 Q\ y y y O \ \\ y y Z \ y \ \ w t W Q \ 0 r_ J ■\ pcl) �\ `�\ 00 m Lo Y \ \ It Q U W O o: SCALE 1"=50' N 0 50' 100' o `0 KNOW WHAT'S BELOW. — CALL 811 BEFORE YOU DIG. T z JOB NO.\ \ \ \ a c 19 _ 41.�8r Ew ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N M \`\\ — — — — — _ CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o M — HP off °��P SPECIFICATIONS, AND DETAILS L1. 1 0 -0 0) L ' I PRELIMINARY NOT RELEASED 1 1 '1 FOR CONSTRUCTION o 1 00 1 i MATCHLINE L1 .5 �`�� i''% o� 0 NONE ■ ■ ■ ■ ■ ■ M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ sioti MATCHLINE L1 .2 1 = SEAL 0 5 1 1 GINS 1 03/20202g W W 9E U J -J I I ^ Q Q o c H v v O ~ ~ J NE w\p I 1� Lu 3 C/) U) m o� (D C7 m z z � U Q LOT 2 I r I J ' Iry � � (n um V. 1 I 1'1 W O o � H �� , ' a = � co U Z Z Z V.v V. w I 11 '' c7 +; o� cn 000 V. W '� 77, Lu U Y. V. N I ; J (/I X U Z 227.5 1' / _ � 0 0 W � � � � 1 c W v w v v —565°28'24"W 1 I— L � U U Q � V "YI V. I 1 j 1 i / H �w �� I (, V. W W W V.W W W 1 / O N N Q V. LOT 1 L � L°LLzLz ' —j Z v-�' v-�' v- v- ' '1 W Q Q (n V. V. 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U J - V QUA \\ \ 81,w _ 100, Lu I F, A 2J00 \ \ ��— co 1103 Z = Q / OB 4229 h'O�gs \ \ 8 Cn U 70 oN/NG '4�935 PROPOSED BERM \ \ \ - �,\ m / U O m 2- 0000l� F PROPOSED TREE PLANTING �� ` J I--I z Lu _ 7 Q /�1 5 0 V/ C) M cRFF�cFNrF'Q�� I Q Lu 2 z N NF WWI 1 \ _ o a U J z a0 G/' CV I WWWy \ co N w O ,y�WWW E O a O o N 1 1 Q co V) w c 1 d O J ; OLLJ oZo z V) .3 (D 1 Z m 02 � X aL W ~ a) J 1 O .L-" O 0 C j O N M o .3 m Q c Lo 1 M Q N @ 7 N d O U_ o 2 o d N SCALE 1"=50' N ° co s ' 0 50 100' -0 �o i I • KNOW WHAT'S BELOW. 2 o i I CALL 811 BEFORE YOU DIG. 0 ■ JOB NO. N o o N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS L1.2 L PRELIMINARY NOT RELEASED IFOR CONSTRUCTION oN�HI C A RO''' ESsioti - i = SEAL = — 0 5 — GIN \\\ —_N43°22'54"E — �i — --- 813.37' 1 I / —__ --- --- I 03/2�/202g J O C Q J / N Ek IL IL k J P _ \ Q a� z >Z ZLL. _ co w 0 cV M Q 0 O M d = c0 U Z Z Z � U U Z YJ a Q r I,,' Q 0� —q (n (n c/) 0 U) Lr) z Z It It It Ic = Lu O 0 Hwy It k k Ic lQ 0 Q w / k W It It It Ic —O M 0 0 C) z \— W Q U ILl IcIcIc � � �I� k k k � N ■ ` \ � vkkkkP-Lp- p- kk k 0 0 kLp- p- kk k Z w kkk J J PROPOSED TREE PLANTING o m Itt Itt IL W W 1. IL IL IL IL IL IL w J J k1. v1. IL IL IL IL = Q N o 0 ■ \ k Ic Ic IL IL IL IL � � k 0 ■ U kkk � � � � Q CV O O \ ,\ I■ w- k kkv- p-k,� kkv-k k k I.1 > DATE k kkv-I I k kkk1. k k k ,. 12/15/2023 ■ I Ic y I�v v I� Ic Ic � ,yl1J IL IL 0 DRAWN BY ■ I � � J�� 332 ■ V I I LOT 3 � � k k k • DESIGNED BY � � k kkk 332 CHECKED BY ■ I I I� I� I� I� I � '�� R. BAKER '� '� " • k' k � ■ �I ,� k . I� • SCALE Ihc?1 • AS NOTED ■ Y N O I 4� ■ I I Ic Ic Ic ■ IL k. Ic11 k D C � , � � N 1� ��. 2 ci ■ �iG � � � Ic , _ Ln c > 0. 0 /0 �o -K Ln 0 0a 0 Q Q Lu a = O z W a `° V) cn u z col o z Z) = Q C" I a- C, J co z w �• •0 < W\ z 0/ U � � CL 8„W JO p� (n a 0 00 PROPOSED TREE PLANTING /�� / pC Q Lu w 2 0 'IT 04 a — _ co N \ �j E m _ — V) __________-- coN z w 0 c: �——0— _ oc — "`NJ — / ----- --� �— 3 _ �'-- — - — Q 0 ,- ° \ —— N JLu 0 ollild 1 Lu CL_r_ _ Imo_ - -- -� _ - --- v - ----- ---- --- 3 --- --- ---- o .o _ 2 � N V U —�1 -------- --- ---------- --- --------- --- ---------- _ — SCALE 1"=50' ° 00 �— I ----------------------_�" ----_---- ---- 0 50 100 0 U N ----- ---- -.0 �? L------------------------- — — KNOW WHAT'S BELOW. v CALL 811 BEFORE YOU DIG. T z I _ — PROPOSED BERM �oB No. N o L W . PROPOSED TREE PLANTING ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 N M _ — — CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. m — SPECIFICATIONS, AND DETAILS L1.3 � - L p / / PRELIMINARY NOT RELEASED p / / FOR CONSTRUCTION 0 \ o ° p p / / = SEAL O / / _ 0 5 O 0 GIN- o k LL LL k A�kkl LLk O / / I � � � � � � � � � � � � � � � � � / / 0312020241 �c �c �c �c �c �c �c �c �c �c �crrr �cLc LcLckkk1& 1, p IL ILl� l� l� ,� ,� I� Ic lc lc lc IL kk1111 V- � � � k � � � � � 0 kkkkkk kkkkk O Ic lc lc lc lc lc lc lc LL k v v v v p S J \ILIL p / 0 J LL E o / / �f ° ��, ° 0 q Q F z Zj Z W o I ° IL p > —j< —00 c IL W. r 11 11 r c Lua O O IL O G, O M O_ 0 0 0 / / Gym O7 U Z Z Z kk I � � � � /\IL IL IL d � � � p uj of W O O O l H ,� 1, k IL IL k � � � � � � O / \ p Z W � � � �O -1X O U Z Ic IG IG IG S II _po� Ow O o o1. k k ° O zU w p w LOT 5p c C) O0 p co pp o 0 0 � O ° ui M W Z o Lu Q Q co - ilk kkkkkkkkk 0 kk o ' p I I k k k k � II � � kkv k kkkkkkkk � � � � O U) Z k V- k 1. k k k O I N O kkkkkkkkkkkkkvk k. p I I 1. p I I k k k v V 1. 1. 1. 1. k 1111Ic1c � � k1. 1. 1- I� Ir. lr. lr. lc lc lc lc lc lc I W i �cicicic � Icicicic � � � r � � � � � � p p r r k k k k k k 0 \ W v 1. k p Q O I V. S \ = Q O N Ip k k k 1. k k k k k ocy N O O k k k k O \ \ Z DATE k k V V v v V- V- k S44°58'25"W o —_ —_ — _ cn 12/15/2023 k k k k 220.30' - \ 0 332 p \ ■ � � � � � � � � � O ` �\ \ DRAWN BY p p DESIGNED BY _ ('S c l l l p ) \ kk1. 1. 1- Vk11L o 0 \ • 0 p ��,,J/ \ • CHECKED BY / p \ • R. BAKER 0 "o \ \ SCALE ° ° p \ ■ AS NOTED O p p o 0 0 o o 0 ° \ \ \ PROPOSED TREE PLANTING • \ �,o \\ \� \ \ • O p \ \ \ ■ ° _ 0 o PROPOSED TREE PLANTING \ — — — — ° ° v l� IL f p \ k 0 -- -- -- S46°32'36—W -- -- -- -- -- -- W n 8,� V c 0 p - � � � � � � � �\ m00 ° _\ ♦/ kkkkkkk a O 1. 1. kkk 0 p p I k 11 11 v 1. k k k k k k 0 Z J I c Ic IC IC IC IC IC IC IC IC Ickkk p W ,,^^ kW. 1111rrw- L. L. L. kkk p I Vl U Z n � o \ VvL, 11W. 1111V. v1. kkkk I M 7 Q � � � � � � � � p Z m � � � � � � � 11k � k k k k k W J o I J■J m � � k11kV- 11V. V. V. I- kkkk U a k � � � � � � � � � V. V- V- V- vk o I W W Z O Y Ic k k k k Ic IG IG IG 11 1. 1- 1- k k Ic O Z Z —j } kILvI& kV. V. kkkk o I a ° O Q DC Ic lc lc p 3 � � p Z W vvkkkkkkk � � � p I Q Q -0 W J `J 0 kkkk. � � � � � � � � � LOT 7 0C o co M kkrk kkkkk p U` a5 � � � � � r � � � � � I Q Lu 0 mcn N O ■ Z � � � � � � � � � kkkk 0 I a U J z a � p co O � � � � � � � � � � � � � � N ° C co � � � � � IG IG � � � v k k V V k ■ 0 v V 1- 0 c: ° \ � � � � � � � � � � � � � � � � � O I = coo 0 ° I a c N O 0 \ O ■ co d o � � � � k p I O W LOT 6 O Ur k v v v v v 1. I. 11 11 11 k k k k k k k k k 0 O � Z N Z kkkkkkkk � � � � � � � � � � � � � � 0 o ■ O � I n J X O \ It Ic Ic Ic Ic Ic Ic Ic Ic IG IG IG It Ic Ic Ic Ic Ic Ic Ic Ic O O W O Ic IG IG IG 1. 1. 1. k k k I ^ J Ic Ic Ic Ic Ic Ic Ic Ic Ic IG IG IG It Ic Ic Ic Ic p I Q O 0 (V I I Ic Ic Ic Ic Ic Ic Ic Ic IG IG IG It Ic Ic o c ° 3 M ° O Q Ic Ic Ic Ic It It Ic Ic Ic Ic Ic Ic Ic W I in kk c o In N �� Ic Ic Ic Ic Ic Ic Ic Ic r r O Q .X U 0 IC IC IC IC IC IC Ic k k P- P- k IG IG 11 r k k k �� U P- kP- P- kw- V- 111- kk 0 I c N p d ° L It Ic Ic Ic It It It It It d U (� O I d N I � c o k k � � k � ° SCALE1"-50' w ° 0 V. V. I :_ c O o � c o I 0 50' 100' -0 a, m '� o k I 1 � . KNOW WHAT'S BELOW. k k o CALL 811 BEFORE YOU DIG. 0 I ° k 0 JOB NO. 0 c N kkkkk� o I 41353.012 -0L k k k v- � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL c ° � ° � N M \ k k k k o ■ CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o N 1. 1. 1. O f I SPECIFICATIONS AND DETAILS M \ � 1 . � E L / 5 PRELIMINARY NOT RELEASED / FOR CONSTRUCTION \\\o\\\H�ARo l ' ESsioti SEAL GINE�-� 03/20202g J / ' O �_ �_ N Q w U (D (7 m O C) Lu ra Z j z_ (n Lu U O oC cv > � J Q —o Q O / � 0 O M / d LL d a3C O� U zzz cn O O O zW '� Lu U J x cl U U z 41 z O o � —q (n U) c~i) 0 ,� Lr) Lr) > z z Lu _ w O p Lu co � 0 O Ln/ LuO Q \2 � (qU) r 5 U N O / U 0 Lu W N N N > Lu O O O N N N = Q cy M ) — X /) O N Q N r O O 0 cn DATE 1211512023 \ / ,� , O \// (b/ / I r DRAWN BY `1i \ / 332 °v,�^ / DESIGNED BY \ \ ��✓✓ // // • 332 CHECKED BY \ \ ,�� \ V�// • R. BAKER \ \ / ' • • SCALE \ \ \ _ _ _ / / / • AS NOTED FM — — — — �� / • .-R&Pp-SED-TREE PLANTING / PROPOSED TREE PLANTING � cc) \ � � a Z' f � I I ' ^ U N j � a � � Om 0� CL a b a a I I I U J Lu a LOT 1 Q a = 0 1 I 1-4 z Lu 70 V) V) < z I N 1C wo � J CL z ° a w ° 0 I m l a ' a ° } Q0 z w -j IZ) =) o 0� 0 U 0 Q 0V) -0 W Z I 0 � uJQ ° CD N I N LOT 2 = J ° I— cc C I Q N O d O Q O w I L i z � ~ Q IX Ziz � I w � Q Ohl co — �oLO �6 — 0 J M M O_.L.-. N z I Ot 3 o O a M Lo75 Q N M O I I (1 j o O U llllll`tt ..✓///// O �U 2 (D I N f I SCALE 1"=100' N ° I � s i 0 100' 200' MATCHLINE L15 0 . KNOW WHAT'S BELOW. 2 . CALL 811 BEFORE YOU DIG. T 19 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ' JOB NO.� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o co ' MATCHLINE L1 .2 ' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 41353.012 o I M I ' CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. -a o co SPECIFICATIONS, AND DETAILS L1.5 L a vw PRELIMINARY NOT RELEASED 3 o FOR CONSTRUCTION V 0 9 City Water Main GATE/TAPPING VALVE Lo / a= See Note 3. \\\\C\� CA 5 ��Q` C �i p co `S S�Q i ooaoa ° '1-4 = SEAL -_ ° o o mp 0 0 0 �m ° , D' i Fire Hydrant: 4 o o w Refer to City of Sanford specifications for acceptable makes&models. 0' "> Varies I ---- 03/20202T f 1 (2)2Y2"nozzles,(1)5" 0 0 Storz connection. 3 2 c Eye Bolt Flange Lug T P VIEW o x �t v m >_ 1 a W.o o x OU J J C) o O v N Typical Tie Rod Restraint 3000 PSI SOLID CONCRETE SHALL BE J a �;�yy 2"(tyP) n, w w USED A5 FOOTING FOR DUCTILE IRON N 2 a aq 3 ¢ 18"0 Concrete Collar Ln W o n PIPE. LU LU z + u in w w VALVE L � U) - - - - U m m a °a a c F- Ot a ° a FLANGE Q a) �' Z Z y v a .� L- L Stamped hydrant ID 11/16"Bolt Hole 17 YJ F Z (n o E w E Varies 24 pt.Arial Narrow font M.J. FITTING LU U Q QQ J o 8 Hydrant shall be placed as close to R/W line as field conditions permit 8 CIF of o Q LL cp 0 O w` #57 Stone D - o _ a fV M r-r 0 W O M o C Adjustable Valve Box p Q EXIS ING H cp Z Z Z o " Thrust Blocking _-- --- - �•-Q v (� i pi V) O O O If field conditions do not permit the use of Hydrant Tees,! __--- a C7 o hydrant valves shall be a maximum of 3'from water main - p- .Q. l j M QW U XXXX F3 1 KR.d 1234 and installed using tie rod restraints or restrained joints. - a v o.o MAINJ to x U U Z 0 0 o d', 'q 4 Q -O ;a Z O O u ✓ o 0 1�I a �' 0 0 U) � (A VVV to 0 o rn vi = > O O W v e. C W ao s Valve w/2"S Operating Nut a° TAPPING SLEEVE L iD p[ U U C� H 0 p W w` q• P 9 _ Q a s N v01 o w v v a r ° City Water Main Install polyethylene Thrust Blocking cL o a y sheeting between hydrant SIDE VIEW o °1 O U v a v $ Notes: shoe and thrust blocking. W Z Notes: Lr) J Z Z � E � �L. a Notes: W - 1. Refer to Cityof Sanford drawingSD-R-003 for asphalt patch details if necessary. a P 1. Within the city limits of Sanford or within the Northview Fire District,the 2%2" nozzles shall have City of NOTE5: 07 U r v 2. Entire hydrant leg shall have minimum of T-0"cover. Ductile Iron Cl 50 shall otherwise be used. 1. Hydrant tag shall be corrosion resistant solid brass; Pollard Water sku PP69242 or approved equal. ° NOTES: 1 „ Sanford threads, as shown above(3.112"x 8 threads per inch).All other locations shall be National 1. CONCRETE SHALL NOT CONTACT p 3. Within the city limits of Sanford or within the Northview Fire District,the 2/z nozzles shall have City of Standard Thread. 2. The City of Sanford Engineering Dept. shall assign the unique hydrant identifier. Format shall be BOLT5 OR ENDS OF MECHANICAL JOINT O7 Z Sanford threads(3.112"x 8 threads per inch).All other locations shall be National Standard Thread. XXXX-1234,where XXXX is a street name abbreviation, up to four alpha characters,and 1234 is a = N 1. Refer to Specification for Minimum Pipe Thickness. FITTINGS. P P 4. Restrained joints required throughout fire hydrant assembly except where otherwise noted. four-digit numerical identifier. 2.SEE STANDARD REACTION BLOCK � 5. Hydrant weep hole shall be a minimum of 2"above the concrete thrust block. TABLES, W-10 AND W- FOR AREA OF � CONCRETE REQUIRED. O Dwg. No.SD-S-005 Dwg.No.SD-W-009 Dwg.No.SD-W-010 Dwg.No.SD-W-011 gpNFO SPNFO SPNFO „ NFO - STANDARD TAPPING SLEEVE AND = z o° �a Encasement Pipe Date: 10/16/2020 U'. Fire Hydrant Assembly Date:02/11/2020 o �o2.5 Hydrant Nozzle Threads Date:02/11/2020 0 o Hydrant Tag Date:04/02/2020 VALVE ASSEMBLY (DScale: Not To Scale 0 LU Scale: Not To Scale v • r Scale: Not To Scale • r Scale: Not To Scale DWG. NO. REVISIONS DATE REVISIONS DATE CHgRTEPE0,0� CEPEe W_ Iq. Y.C.A. 12-3 1-9 I RRH 3-31-City of Sanford Engineering Dept- P.O. Box 3729 - Sanford, NC 27331 Drawn By:StaffCity of Sanford Engineering Dept- P.O. Box 3729 - Sanford, INC 27331 Drawn By: Staff City of Sanford Engineering Dept- P.O. Box 3729 - Sanford, INC 27331 Drawn By:Staff City of Sanford Engineering Dept- P.O. Box 3729 - Sanford, INC 27331 Drawn By:Staff D.W.C. 9-7-99 J.F.S. I I-I-I 0 ~ 0 ch Precast reinforced concrete top w/offset access. w I-- N O O = Q I j LO U O O N Q N M M If manhole rim is 3'or more above grade, z r O O BORE PIT RECEIVING PIT top section shall be same diameter as manhole O 10 x3O'MIN. 1O'x1O'MIN. T. > DATE o,B. _ � 12 15 2023 =II -III-IIIJ; STREAM fir -III-IIh v v NCDOT ASPHALT PAVEMENT SECTION -III III-III-III CHANNEL 'I-I I I I-I I-�I c O -I I I I-I -I I- PVC or DIP Cleanout °` tl I II:z' MIN. III-I III-II-�I o 1 (See Note Below) 7 MA NOT TO SCALE r DRAWN BY I=I 1 I I-I I- =111=1 I� - Finished Grade 332 I-III-II UNDISTURBED Finished I- I I I-I I1' MATERIAL va Min.6"Above Grade in New Developments Grade =I I I= o varies o"Above Grade in Paved Areas Above Grade Manhole PAVEMENT SECTION I-III III III-III=III=III - -III a City Manhole "' -"'- DESIGNED BY 11-1 LI„III-I I III-III-III-IUndisturbed •l=III-I I I-I I I III-III :III I I" Back fill Soil per Specifications TYPE s s.5c 332 ---�-•L > If. Final Backfill Undisturbed 3-IN Specifications Soil SURFACE COURSE • STEEL ENCASEMENT DUCTILE IRON PIPE Std.2'0 manhole cover and frame-AASHTO H-20 loadings. Cover shall be stamped SEWER.Frames shall be grouted in place. TYPE 119.00 4-IN • CHECKED BY Frames above grade shall be anchored in lace with anchor bolts. Initial Backfill III'See Specifications 9 P Precast reinforced concrete 3 BINDER COURSE • R. BAKER Compacted in - grade adjustment ring 8"to 12"Layers(Max.) II 2'Min.Depth I-See Specifications as Specified STREAM CROSSING ° Initial in I � ° �aw Compacted in BORE AND JACK L �`� Haunching 8"to 12"Layers(Max) 11 TYPE B-25.00 5-IN • SCALE � m as Specified Centerline of Tap Shall Not Be Lower m Embedment r. R, = P ICI BASE COURSE Than Centerline of Sewer Main and a w Material -'� I' Haunching • AS NOTED 3"Min-6"Max wrap unConSealless oth and errwis sior a specified. - a^Min (07 I I All joints shall be sealed with o I I I Maximum of 2'Above the Centerlinestic • P P _ �- Cushion _ - -��- "J� Sewer Lateral(4"Typ)-Min.2%Grade Grout interior joints,exterior 8" 8" Min.Side Clearance 8" 8" Min.Side Clearance COMPACTED joints and lift holes. o • BORE PIT Floes pipe O.D. pipe O.o. 10'x30'MIN. RECEIVING PIT 12" 12" Max.Side Clearance 12" 12" Max.Side Clearance SUBGRADE 10'x10'MIN. City Sewer Line Slipresistant steps @ max. 16"spacing v • STREET Stub w/Glue-on Cap P P 9 a Bedding Required for PVC Bedding Required for DIP OVERLAY AREAS 1.5"S9.5C NOTES: _ Class 50 Ductile Iron Pipe �I fit I Il-' Or,PVC Schedule 40 I 1=I I =I I ° f1r=111=„ Flexible rubber boots with water tight seals 1. PREPARING, GRADING,SHAPING,AND 2. THE CONTRACTOR MAY CHOOSE TO INSTALL -II_I II-I-I 1=111-1�=1�1=fI=I III-I I-I I shall be used at influent and effluent pipes. COMPACTION OF SUBGRADE SOILS SHOULD BE INTERMEDIATE COURSES OF PAVEMENT TO I-I I -III- III I*I I -I I I I I I-III-III Sewer Lateral-8"Min £° PERFORMED IN ACCORDANCE WITH DIVISION 5, STABILIZE THE SITE DURING CONSTRUCTION AT :III III=1 _EPTH III-III-III-I II_I-III-II Flow See drawing No.SD-S-003 for manhole detail - o n SECTION 501 OF THE NCDOT STANDARD NO ADDITIONAL COST.THE CONTRACTOR IS CL o SPECIFICATIONS FOR ROADS AND STRUCTURES RESPONSIBLE FOR DETERMINING THE ADEQUATE f II III=III-IY UNDISTURBED m (2006). PREPARING, GRADING,SHAPING,AND THICKNESS REQUIRED FOR INTERMEDIATE MATERIAL Brick&mortar or preformed concrete bench 6"Min. COMPACTION OF AGGREGATE BASE COURSE PAVING. INCREASES IN THE DESIGN PAVEMENT III-III- III-I=_ with smooth,semi-circular invert channel =III-III-I -III-III-III-I I - Min.6"compacted#67 stone base (CABC)STONE SHOULD BE PERFORMED IN SECTION TO FACILITATE INTERMEDIATE PAVING Notes: Slope Across Channel=0.2'Min. L-1 I=III I I=I I-III-I III-III-)I I III=I _-- ACCORDANCE WITH DIVISION 5,SECTION 520 OF SHALL BE PROVIDED AT NO ADDITIONAL COST. =I I III=III „III III III-I Il 1. Please contact the Cityof Sanford @ 919-777-1122 for specifications for commercial applications or THE NCDOT STANDARD SPECIFICATIONS FOR 5 P PP Notes: STEEL ENCASEMENT laterals over 6"0. ROADS AND STRUCTURES(2006). PLACEMENT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUCTILE IRON PIPE 2. Refer to Cityof Sanford drawing SD-R-003 for asphalt patch details if necessary. Notes: 1. Trenches requiring shoring ebracin dimensions shall be taken from inside face of the shoring AND COMPACTION OF THE BITUMINOUS REPAIRING ANY DAMAGES TO SUBGRADE, J o 9 P P rY• q 9 9 9, 9 3. All work within the street ROW shall be performed by a licensed utility contractor. and bracing compacted to minimal 95%proctor density for Class I material. CONCRETE SHOULD BE PERFORMED IN INSTALLED BASE COURSE AND/OR INTERMEDIATE tn *DEPTH AS NECESSARY TO MEET MINIMUM COVER AND/OR 1. Refer to City of Sanford drawing SD-R-003 for asphalt patch details if necessary. I--I m 4. All sewer cleanout structures installed in asphalt or concrete shall be constructed with DIP risers and 1. Warning tape and tracer wire to be provided per specifications MINIMUM UTILITY SEPARATION REQUIREMENTS 2. In paved or traffic areas manhole frame and cover shall be at grade. In other non traffic areas g p p p p ACCORDANCE WITH DIVISION 6,SECTION 600 OF PAVING PRIOR TO PLACING SUBSEQUENT 3 fittings,atraffic-rated cast iron assembly,and corrosion resistant bronze cap.cleanout assemblies 2. Embedment material must be Class I(no. 67 or no.78 washed stone) Q installed in non-paved surfaces shall be either DIP ass specified above, non-traffic-rated or PVC. frame and cover shall be a min. of 1"above grade. THE NCDOT STANDARD SPECIFICATIONS FOR PAVEMENT LIFTS AT NO ADDITIONAL COST. N P ( P ) 3. Only for depths 3'to 10' ROADS AND STRUCTURES(2006). PROPER � STREET CROSSING O Dwg. No.SD-S-002 O Dwg. No.SD-S-003 gANFO Dwg.No.SD-S-008 SUBGRADE COMPACTION,ADHERENCE TO THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Q U J �gpNF �gpNF Sanitary itar Sewer Manhole Date: 10/16/2020 0 90 NCDOT SPECIFICATIONS,AND COMPLIANCE WITH PROTECTING PAVEMENT DURING ALL PHASES OF BORE AND JACK o o Sewer Tap Into Manhole Date: 10/16/2020 0 o y Pipe Trench Bedding for Sewer Mains ns Date: l0/16/2020 PROJECT PLANS AND SPECIFICATIONS ARE WORK.THE FINAL SURFACE OF PAVEMENT SHALL a �,� • .j Scale: Not To scale �j • .j Scale: Not To Scale • .j Scale: Not To Scale CRITICAL TO THE PERFORMANCE OF THE BE FREE OF ALL DEFECTS OR DAMAGE. U J o CH4 RTEgEp sip Cy4R1Eq EpCH4RTERE0,0�� yEngineering p y CONSTRUCTED PAVEMENT. 70 BORE AND JACK INSTALLATION SCALE: City of Sanford Engineering Dept- P.O. Box 3729 - Sanford, INC 27331 Drawn By:Staff City of Sanford Engineering Dept- P.O. Box 3729 - Sanford, NC 27331 Drawn By:Staff Cit of Sanford De t- P.O. Box 3729 - Sanford NC 27331 Drawn B : Staff Q nN, REVISION DATE: NONE O Z z 0 12/07/2009 J a � DETAIL NO. z p P-2.2 c LU (/) GO V) U w 70 z Z) = � E" LU EL U I � z J 0 z w w c J 0 0WO 1- 4 a J M � < � d Cn �; a U LU ° w U = J o = � o D Co O d 0 0 z Q 0 - C� 3 °7 Z N 7 02 H 2 c- C) H 2 X o O -- o C 0 m 0 U tz (V Ot 3 Cl) 1D .9 LO Y M N 7 N d O U o � E L N O 0 N U � O 0 j C U N � iT o KNOW WHAT'S BELOW. 0 CALL 811 BEFORE YOU DIG. 5 o JOB NO. 0 co N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL co CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o coSPECIFICATIONS, AND DETAILS C10.0 (jj H L PRELIMINARY NOT RELEASED FOR CONSTRUCTION oQ o U) \��\\\1111111//,�� aa � aa � .�` �N FARO ''% SLOPE AS INDICATED ON PLANS W J O CD H SLOPE AS INDICATED ON PLANS W _ I O F1 �� 0``S S/0 g O 0 =CL Z PLACE GROOVE OR g /I/ O O cn = Z Z BELL END OF PIPE / � Z = Q Q = 4 I / U �O TO FACE OF WALL /F� v= C:)CD = SEAL < = ~ zw \ s � = � zw = 05 \ cc U) L�O J CA H LL. O_J T 1%2:1 PIPE 0 U) I I I 1 N_ 0 c/) /j� F GINE�� + SLOPE _ _ _ x o Z f I �/ Rn\'r�` x o 0 3� N w Q i - i i - i 3'\ CONC. #4 BARS N w Q I '777,�111 j 111\#4-BARS r p —II — r p 0312020241 o ,2' PLAN B F � 12" PLAN B E FOOTING FOOTING J J (IF CONST. JOINT IS USED) DOWEL W (IF CONST. JOINT IS USED) DOWEL W o C Q G M G END ELEVATION BAR-"X11 _ N G M G END ELEVATION BAR-"X" _ N N E Q LL Z Lu C)~ WcYn LL ~ W � '�' z � U) I I DOWELS IN ENDWALL WITH C. S. PIPE z y J o DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE Z N J 0 Q U O CO I I PIPE SINGLE PIPE DOUBLE PIPE O � I I PIPE SINGLE PIPE DOUBLE PIPE O = p 0 LU � z Z Z 1 I I I I LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42" 48" 1 1 1 I I I I LOC. DIA. 15" 18" 24" 30" 36" 42" 48' 15" 18" 24" 30" 36" 42" 48" LL o' � ,-I O < < IY BARS Xr, r,Xr r,X„ r Xrr r,Xr, r Xrr Y. Xr, Y* ,rX,r ,rXrr ,rX,r ,rXr, ,rX,r ,rX,r Y* X,r Y* p J W W I I I I I I I I I I BARS "X" "X" "X„ "X„ "X" "Xrr Y* X,r Y* X„ rrX,r r,X„ r,X,r rrX,r r X„ Y* X,r Y* p J W W U. o 0 G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p d � _ I _ I _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p d a_ m 3: I Z Z Z --t-t- M QTY. 2 2 1 1 1 2 2 2 2 2 2 Q a d - +-+- -�- --t-t- M QTY. 2 2 1 1 2 2 2 2 2 3 2 Q Q a CD C7 Gn (n O _O O DOWEL G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p 3 _ DOWEL G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p 3 Z J m H U L TOTAL LBS. 9 9 14 14 19 53 62 12 12 16 19 23 73 85 Q Z W� L TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 Q Z W Op Q Q Q z O OPTIONAL CONSTRUCTION JOINT W m ? OPTIONAL CONSTRUCTION JOINT � W m = 0cj� O } W DIMENSIONS AND CONCRETE QUANTITIES } W = L T� i i Z ELEVATION DIMENSIONS AND CONCRETE QUANTITIES w z Lu USING CORRUGATED STEEL PIPE Q O USING CONCRETE PIPE Q 2 2 i w pU O p ELEVATION � p F U COMMON SINGLE PIPE DOUBLE PIPE Q Lu Lu COMMON DIMENSIONS SINGLE PPE DOUBLE PIPE 3 Q Lu W 0' D H B G T S L YD3M L YD z CD IY p D H B G L YD3 M L YD3 CC z z r , 1 c V Z O O LO U z 15" 3'-3" 1'-8" 2'-9" 2�" 9/2" 5'-6" 0.7 2'-2" 7'-8" 1.0 Z ,- Ln M Z 15" 3'-4" 1'-8" 2'-6' 5'-0" 0.7 1'-11° 6'-11" 1.0 O Q 18" 3'-7" 1'-10" 3'-2" 2%2" 10" 6'-4" 1.0 2'-7" 8'-11" 1.3 O Q _j Z Z H 18" 3'-7" 1'-10" 2'-11" 5'-10" 1.0 2'-3° 8'-1" 1.2 0 V W Q Q G) 24" 4'-2" 2'-1" 4'-0" 3" 10" 8'-0" 1.5 3'-5" 11'-5" 2.0 ♦- G/) U) r 24" 4'-1" 2'-1" 3'-8" 7'-4" 1.4 3'-0" 10'-4" 1.9 30" 5'-0" 2'-6" 4'-7" 4,/q,r 11,/2" 9,_2" 2.3 4'-3" 13'-5" 3.1 ♦- 0 30" 4'-7" 2'-4" 4'-5" 8'-10" 2.0 3'-9° 12'-7" 2.7 36" 5'-8" 2'-8" 5'-6" 43/4" 111/2" 11'-0" 3.4 5'-0" 16'-0" 4.5 U) z 36" 5'-1" 2'-7° 5'-2° 10'-4" 2.8 4'-6" 14'-10" 3.8 42" 6'-2" 3'-1" 6'-4" 51/4" 111/2" 12'-8" 4.5 5'-10" 18'-6" 6.0 L) 42" 5'-7" 2'-10" 5'-11"11'-10" 3.8 5'-3" 17'-1" 5.0 48" 6'-9" 3'-5" 7'-2" 53/4° 111/2" 14'-4" 6.0 6'-8" 48" 6'-1" 3'-1" 6'-8" 13'-4" 4.9 6'-0" 19'-4" 7.5 SHEET 2 Of 3 *SEE SHEET 3 SHEET 1 OF 3 O O *SEE SHEET 3 838 . 01 838 . 01 ( z O LLB 2 H p co � � TWO PIPES 8'-9" T2 OR T3 TOP & BOTTOM ZO fA O U) > W CD O O SEE STD. # 838.45 FOR GENERAL NOTES. 2'_1/6 THREE PIPES 13'-0"1 T5 @ 6" TOP & BOTTOM 10" �Q Q = Q - - - 11 16'= 5 SPA. @ 11" 2 ,rGr, 2' 2��I�L z F__ GENERAL NOTES: z _ v p O N I r, " BARS IN ch 2' I 2 cc U U Q r O O I 1171, I I I TOP OF FOOTING - I FILL FACE FILL FACE II W J a Z rr r� LL J I-I Z Z I O O = CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 _ o I I I I I �21 @ WING W NOT "V„@11' W Q Q u-= rr rr rr W Q Q u- = DATE T "H" U�OcD PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 U= O 0 > 1' 6„ SHOWN „z" U)=~zw AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN H _ ~' z L~LI 12/15/2023 V1 @ 1 _4' 8„ T4 CnHWOJ CnH W O J 4'_3" I Two /( @WING WALL r r� z O H ENDWALL LENGTH. z 1—, c O DRAWN BY � h1pM I I PIPES r'61 / 9 �,' I a'-s" THREE 3 N1 Z3 N O T4 N aH CONSTRUCT BOTTOM SLAB WITH FORMS. � a 332 I PIPES T4 „ I 1-_ - N W p N Lu p p. 8,, T5 @ 6" 8,r r p r 0 r 71/4" 1 5 SPA. @ 11" "N" BARS 6 T —. L DO NOT INTERPRET WALL THICKNESS T SHOWN FOR THE THICKNESS IN BOTTOM OF FOOTING DESIGNED BY 39r-, 2 7/2 2 11/6 PLAN 3 N2 3' o" SECTION - AA ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. SECTION - BB • 332 WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM • 17'-6" TWO PIPES BILL OF MATERIAL FOR ENDWALL w OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. • REINF. STEEL 2 PIPES 3 PIPES U) SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W CHECKED BY 26'-0" THREE PIPES J N 2-V1 @ 1'-6" N 2-G2 OR G3 BAR SIZE LENGTH N0. WEIGHT N0. WEIGHT J BY THE ENGINEER. J N TJ, N-STR. FACE B1 #4 5'-6" 8 29 12 44 Q o0 • R. BAKER 2 61 2-V1 @ 9" FILL FACE g2 #4 4'-6" 4 12 4 12 p 3 � p Z W B� B3 #4 6'-6" 4 17 8 35 G WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM 11 m Y 1 141 STR. FACE Z ' N W cn SCALE OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. 0 > T 11 1 2-B2 G2 #7 17'-2" 2 70 - z W W z J ° • AS NOTED I�. I�. G3 #7 25'-8" 2 105 F-I d it rr F-I = m O N � ; s ; W I-I USE CLASS B CONCRETE. O z 0) 11c� 0� I 0� 3" pf DRAINS H1 #4 6'-0" 10 40 10 40 V • T v I I I cr 6" ABOVE H2 #4 4'-0" 4 11 4 11 p W _ p rn N 1 I I FLOW LINE cc o J W W • N1 #4 3'-11" 14 57 18 74 0 V C0 J N I-I 5 SPA. @ 11" FILL N2 #4 3'-5" 6 14 6 14 Q z Q Q ♦Z d • 6_ — I — — 6" 1 FACE 2-V2, 2-V3, 2-V4 p Q W p �j 2 SPA. @ 1'-10/2" STR. J CONST. JT. 2-B3 2_g, 4-N1 FACE 2-H1, 1-H2 Q V d Q O z W- 4-N1 H2 T1 #4 21'-2" 6 85 - - 0 F- W J It 3 SPA. @ 1'-3" FILL 2 SPA. @ 1'-10" #4 29'-8" 6 119 W ♦- m B FACE 3-H1, 1-H2 V2 Lu STR. FACE T2 } } W = Cc ELEVATION 1-V2, 1-V3, 1-V4 O = T4 #4 5'-6" 6 22 6 22 Q Q I V4 T5 #4 2'-6" 70 117 104 174.0 O LLI p W ~ z z 7" V4 V1 #4 6'-3" 12 50 18 75 Q LL m Q = G= N T 3%2'r � � Z1 3'-9" ILH1 V2 #4 5'-1" 6 20 6 20 0 z =O � Z Z � rn _ Z2 3'-3" 7" V3 #4 3'-11" 6 16 6 16 W p O a LL. ;� V4 #4 2'-9" 6 11 6 11 ♦c V T N Z3 2'-8" 6' N N - - Zrr Z1 #5 4'-4" 4 18 4 18 p O c H2� 3'-5" 1' 1"-I F-�� K T43-N1 3 N2 Z3 #4 3'-12r, 4 18 4 18 O a) LL F— 5 SPA. @ 11" 0 "H" BARS "N" BARS "Z" BARS "H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. WING ELEVATION REINF. STEEL LBS. 607 808 i Lu 3 SHEET 1 OF 2 SHEET 3 OF 3 (� ^/ � w CON./R.C. CU. YDS 7,9 9.9 838. 28 838 . 01 L.L Q Q = CL U J i TWO PIPES 8'-9" T2 OR T3 TOP & BOTTOM 10" ,0" 70 O < Q O 7 THREE PIPES 13'-0"1 T5 @ 6" TOP & BOTTOM 2_,rGr, 2" I- 2"�I-� 2, 1/6„ Q �- 11%6"— I 1 5 SPA. @ 11" `� _�I 2 FILL FACE II �2 Q F- z J o Z" BARS IN FILL FACE Z�=U O I TOP OF FOOTING SEE V1 @ 9" ~O C3 w @ WING WALL O OCL= ,,^^ m 1 I �Z1 DETAIL PIPE NOT SHOWN O V/ u N 70 1 rZ2 Zr, H,r �L) z = w m 1 6" Q C - - V1 @ 1'-4" 8" T4 Q I @WING WALL _ NI N ♦_= Z I j LU Q Q r cn LL o J U �� '9 I, 4'-3" 1 TWO � m o O O Q E--I O o \olb p 5r, N L _ T T4 Z �"I J H� z a� Y r; / 9 q 1 8'-6' I THREE 3 N1 1 i- co ~i>-I >_ s„ PIPES T4 Z3 6 TI 8" T5 @ 6" T 8 CM CL Lu p a rp„ 71/" I 5 SPA. @ 11" "N" BARS 3'-0" r p H W Z d 3-N2 IN BOTTOM OF FOOTING SECTION - AA /� V/ s. , 2 11%' PLAN SECTION - BB J " a (D Q r SEE STD. # 838.45 FOR GENERAL NOTES. O CJ LLI ap 17'-6" TWO PIPES L d z M 26'-0" THREE PIPES BILL OF MATERIAL FOR ENDWALL W ( W r o REINF. STEEL 2 PIPES 3 PIPES Y Q U Lu O _ H o2-V1 @ 1' 6" � 2-G2 OR G3 4' �- BAR SIZE LENGTH NO. WEIGHT NO. WEIGHT J U J c o STR. 2AB� 2-V1 @ 9" FILL FACE I B1 #4 5' 6" 8 29 12 44 c a o = E o m N o) B`i`70N B2 #4 4'-6" 4 12 4 12 p 3 O = E 1-V1 STR. FACE N w N B3 #4 6'-6" 4 17 8 35 LL m N o I l 2-B2 + n PIPE NOT O Z 0 0 ,Yz:, > a SHOWN G2 #7 17'-2" 2 70 - - Iz-I W d O O O o a _ m 1 o) I SLOPE a G3 #7 25'-8" - 2 105 60 I 60 3" ,0 DRAINS W I•-I CD I I H1 #4 6'-0" 10 40 10 40 Q V 1 6" ABOVE d 3 - FLOW LINE H2 #4 4'-0" 4 11 4 11 p W _ OZ co V) p - - - - - N1 #4 3'-11" 14 57 18 74 0 V ( x � o TAPER DETAIL N2 #4 3'-5" s 14 6 14 Q Z w . 6 I 6„ z o O CONST. JT. 2-B3 2-B1 4 N1 z J T U , FACE 2-V2, 2-V3, 2-V4 4-N1 5 SPA. @ 11" FILL Q d 1 p ___I 2 SPA. @ 1'-10/2" STR. T1 #4 21'-2" 6 85 - - 1= O fl L cal B FACE 2-H1, 1-H2 U) 3 o T2 #4 29'-8" 6 119 W ~ a m ELEVATION 3 SPA. @ 1'-3" FILL H2LO M FACE 3-H1, 1-H2 2 SPA. @ 1'-10" T4 #4 5' 6" 6 22 6 22 Q `� • w }a V2 1TV2,R. F1CV3, 1-V4 T5 #4 2'-6" 70 117 104 174 p O LLI c z z Z1 3'-9" 71r V1 #4 6'-3" 12 50 18 75 Q �L J 2 U W 3�2r,� Z2 3'-3" 7" V4 V2 #4 5' 1" 6 20 6 20 N =O U) o V3 #4 2'-9 6 16 6 16 W p r 6" V4 #4 2'-9" 6 11 6 11 0 1 Z3 2'-8" H1 w w U N N Z1 #5 4'-4" 4 18 4 18 c o 1'-1" I I � N — — „Z" Z3 #4 3'-2" 4 8 4 8 H1 5'-5" �r HK' Z2 #4 3'-10" 4 10 4 10 OW • o H2 3'-5" � rr rr rr rr rr rr � c H BARS N BARS Z BARS 3-N1 3-N2 / - o KNOW WHAT'S BELOW. .2 -0 U 5 SPA. @ 11" - s REINF. STEEL LBS. 607 BOB808 SHEET 2 OF 2 CALL 811 BEFORE YOU DIG. "H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. WING ELEVATION CON./C.S. CU. YDS 8.3 10.7 JOB NO. N o 838 . 28 N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C10. 1 L PRELIMINARY NOT RELEASED FOR CONSTRUCTION TOP OF FILL TOP OF FILL TOP OF FILL 20' 0" MIN. DRIVE PIPE H �" CARS/ , VAR. VARIABLE FROM 12'-0" TO 16'-0" VAR. VAR. Q Q \�\�� C��SS/0 WIDTH WIDTH H 0=0 U GROUND LINE GROUND LINE GROUND LINE �--�6=�' U 00�=z H H H 00�=z _ SEAL _— W z LL m_m_er_rn= =nr=ur_uraur= m_rn=sr_ur= =w=m_weLLL= m_rn-er_ur_ =ur=ur_w�rrr_ W z LL 0 5 HUQO= Tu iu it L, u n Q VAR. SLOPE \ I H 2 Z'-' - _ it <= VAR. SLOPE H O 1° r" H O COMPACT AFTER COMPACT AFTER ` \� Cn� O W L _ — _ _ L!L PIPE IS PLACED ! — - '�' ! — _ L!L PIPE IS PLACED O CD I--I J 75 ili rn & PRIOR TO nr rn 1 TIr �i & PRIOR TO c W H J PROPOSED PIPE O O C7 Q PLACEMENT OF = TYPE IV J PLACEMENT OF O Q // D \\ OUTSIDE DIAMETER I HQ ::;...:,' n FILL ❑rGEOTEXTILE — Lot CC z - .•'�/4., :.. .. _ FILL Z H I // wI I B\\\\\\\ DRIVEWAY TYPICAL SECTION '> _ :. :..:.: _:: .: •::;•:..:. .. '> � �� =rn=uGrrr=LLl r I.D./6 MIN. rr, F-� I N CL W Q I.D./6 MIN. ` - _ _ rrrarrr�rrr' THANNOT _ - EARTH N Q 0�/�020241 I.D./6 MIN. LL=m=nr=rn�n ra rp_w=ur=nr=rn_u r_ rn=rrr=Lri W \ r NOT LESS THAN 6" O.D. + 3' 1/Z" PER FOOT OF 'H' r 0 PROPOSED \ BLEND INTERSECTING NOT LESS THAN 6" BUT NOT LESS THAN 12" \ SLOPES ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' DRIVE \\ BLEND INTERSECTING I NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. SLOPES ROCK FOUNDATION E I UNSUITABLE MATERIAL FOUNDATION o J J SHOULDER I PIPE IN TRENCH Q Q POINT I [-- POSHOULINT TOP TOP OF FILL TOP OF FILL TOP OF FILL � 0O I I i Z C NE � � Q I I p � 1--I W v 9 m ED F— CC " Z o[ = z : H 0 —_ H MIN. O.D. H MIN. O.D. —_ MIN. O.D. H MIN. O.D. — O Q Ur m I W H MIN. O.D. MIN. O.D. — I J Q X BLEND INTERSECTING X z QC W �— ^ r ^ r Z J �w 1L O GROUND LINE GROUND LINE Q Of N ,N-i J �G Q SLOPES � � GROUND LINE �r •j TYPE IV •j � � W Q LL � � Q � GEOTEXTILE — - — — CC N d O p W 0 z —n a=nr=u u-ur=ur_rn— —n a=nr-n "-"r="r=nr= Z h_l � .--I �q PROP. PIPE 0 O W — '— — _ — 0 a = c0 U Z Z Z Q _ _ _ _ _ COMPACT AFTER _ F -ur cni NL=O •.=rr�ur_ur_ru=m—ru T _ T _ ':rrr —PIPE IS PLACED �:rrr ('� �' +�-� � � O SEE NOTE 1. 0 J — — _ •:' :....": '. _ & PRIOR TO _'•.: `•': _ In W z W W � U _ Q COMPACT AFTER — PLACEMENT OF — Q PIPE IS PLACED --[_I.D. MIN. Q W J J U U z SEE NOTE 1. W F1 nr_rn=rp_rn_ur_ ,q_nr=ur FILL n_rn=rr =rn_ur_ rn_ur=ur m X Q & PRIOR TO NOT LESS THAN 6" - - - - Q a Q Z O VARIABLE Z 0. U PLACEMENT OF I.D./6 MIN. AS DIRECTED H Q �..� W FILL O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER z ~ X p O 07 VARIABLE SLOPE Q O NOT LESS THAN 6" O.D.+ 2' Q a W � _q (j) � O �- a 1/2" PER FOOT OF 'H' F- Ln Z SLOPE NORMAL SLOPE I (A ROCK FOUNDATION NBUT OR ct) NOT LESS THAN 12" O7 *� ' ' Z z NORMAL EARTH FOUNDATION LL _ > 0 0 w ISOMETRIC OF END PIPE TREATMENT Q Q z PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION Q O k C) U cD USE AT LOCATIONS AS DIRECTED BY THE ENGINEER 3 C� CD W 0 LU PLAN Q W Z GENERAL NOTES: 0 pl O (� f� Q > H I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O 0 LL z L DITCH PROPOSED DRIVEWAY 0 Cn O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0 = z GENERAL NOTES: F-1 FINISH GRADE � J Z cc =) H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT REFER TO NCDOT PIPE MATERIAL SELECTION GUIDE AND STANDARD SPECIFICATIONS W H < < U) ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER Q ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP FOR ALLOWABLE PIPE FILL HEIGHTS AND PIPE SPECIFICATIONS. ENGINEERING JUDGEMENT MUST BE USED IN DETERMINING DRIVEWAY F H 0 LOCATIONS, WIDTHS, AND PIPE LENGTHS. �qR S PROP. PIPE S�OQE OF THE EMBANKMENT AT THAT POINT. SPRINGLINE OF PIPE (n Z COPS N Q Li V F ® APPROVED SUITABLE LOCAL MATERIAL. SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES, >= ABOVE AND BELOW SPRINGLINE. Lf) DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT, I TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING Frrr_LLL=rr UNDISTURBED EARTH MATERIAL DRIVEWAY WIDTHS. LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 O O NOTE: FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE m Z SHEET 1 OF 1 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE IV GEOTEXTILE AS DIRECTED BY THE ENGINEER. ISHEET 1 OF 2 (D L 1. THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSED DITCH. SECTION X-X 1310. 101 ACCOMPLISH COMPACTION. 300 . 01 ] O W 2 H 0 M Lu N N N VARIABLE Z w P N N N ROADWAY WIDTH 0 U) U < Lo O N SLOPE ~< Q N O O VARIABLE VARIggLE SLOPE Q Q Qom= z H cc: O CROSS PIPE CROSS PIPE 0 J d 0Cn= >~Z > DATE w<<C:) 1211512023 H U�O U 0 CONSTRUCTION SPECIFICATIONS ROADWAY CROSS PIPE TYPICAL SECTION _~z w O DRAWN BY A A �HLLOJ 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SLOPE _ 3" _ _ VARIABLE z H= 332 `dam VAR LE IAB _ - _ SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE 4 -_- ___ -- SLOPE - 4 N w o DESIGNED BY --------- - SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO 6 MAX. 1 _ ________:_ 3Lr _ �1 6 MAX. r Q • BE FILLED BY INCREASING THE RIPRAP THICKNESS. EA B D JOINT ID B A • 332 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE FILLER r w ado do PLANS. ___ ____ -- ____-- _ H CHECKED BY ________ PIPE OUTLET TO FLAT 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM A3n • AREA WITH NO DEFINED PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND L Tb [, Te PIPE 3 PIPE Tb L _ R. BAKER CHANNEL PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD f� -I Te o • OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE TONGUE INSTALLATION cc: o Z 0 • • SCALE PLAN VIEW IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. GROOVE INSTALLATION 0 O 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. SIDE VIEW U- _ AS NOTED 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. z v 00 • 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY PIPE Q N WEATHER-RESISTANT AND WELL GRADED. -------------; m 0 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP 0 G U_ La AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT, w D Q Z z -- QLUo 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY - -_------___.� _ 6„ z W v 0%� STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE e I L PIPE I W .� z N 0 d UPPER SECTION OF THE APRON. L Ts T I� 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. (TEMPORARY END VIEW a w a SEEDING AND PERMANENT SEEDING). Q N w KEY IN 6"-9"; PLAN VIEW N m N FILTER CLOTH RECOMMENDED FOR MAINTENANCE o oc z LL ENTIRE PERIMETER m v 0 SECTION A—A INSPECT MATTING ONCE A WEEK AND AFTER EACH RAINFALL. IF WASHOUT, BREAKAGE OR p EROSION OCCURS, REPAIR SURFACE, RESEED, REMULCH AND INSTALL NEW NETTING AND END TREATMENT DIMENSIONS ISOMETRIC VIEW U NOTE: ANCHORS AS REQUIRED. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. ' 1. La IS THE LENGTH OF THE RIPRAP APRON. D L w Ts Tb Te A B 0 Lu N 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 18 6'-Otl 23 4 411 611 211/4 25 NOTES: C w 3 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE 1 . CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9" N W a RIPRAP AND SOIL FOUNDATION. 24 8 -2 30 4 4 6 27/8 32 EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310. Lf) 5 2. CHAMFER ALL EXPOSED CORNERS 3/4". SHEET 1 OF 1 a RIP RAP OUTLET PROTECTION r3V , 10'-4" 37" 4" 4rr 6" 33/8" 39" 310. 03 ,—I a NOT TO SCALE U J i70 Q O z Ln m z o w Qcu � 70 z Q = wIf Lu cu 0 C z U o = J Q a ' z T wQ � J ~ o � 0 oC 2 (, Q w 2U) Q U w o LLI M O � 2 N U J = z ~ C �Co w 0_ OU O O z Q 0 - C� 3 o Z N 0 Q z � � o � aL- _o .0� 0 U a N o .3 a o ; m LO 1 M N � 7 N � O v 2 L din � O N U � O j C U (0 o • KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. cu 5 o JOB NO. N co N 41353.012 L ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL M CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SHEET NO. a o m SPECIFICATIONS, AND DETAILS C10.2 L