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Lot 114 NKIP TRC Plans - 08-15-22_v1 (2)LEGEND I j I OC'.ATION NAAP PID: R03400_001-058-000 7RASCO INC BK• ri zn _ Lm 35 SD SD �SO 8W ss i.3 41 r41.$5 11 [ x f r-• _ 1 I � II f + - - I I ouMPSTER orr I _ CONCRETE 1 HD QN I I I - -I I I 1 1 Q - 4 ) GARAGE ON_.' 0. 11 Q! j+ 1 LGARAGE DOOR III ! BLDG. 1 o J! w I 1 ? 0,000 SF as I ! HT=20' `t.: BLDG 2 + - +.�� I ► FFE=36.5 N:: 70,00p SF 11 ' PID: R03400--001-058-000 ! �.._. HT=20' II TRASCO INC PID: R03400-001-055--000 If o+ ! .: ,r?... FFE=36 I BK:6439 PG:2761 I MERCURY REALITYLLC z I + �� I LAND USE: 958-UNUSED LAND ' 5 if ::.::':..j. -: ' # ! 1 I + ZONING:-2 PROPERTY LINE DISTURBED AREA LIMITS PROPOSED CONTOUR TEMPORARY SILT FENCE PROPOSED STORMDRAIN PIPE PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED SPOT ELEVATION FLOW LINE PROPOSED SPOT ELEVATION TOP OF CURB PROPOSED SPOT ELEVATION FINISH GRADE FLARED END SECTION WITH RIP -RAP ENERGY DISSIPATOR DROP INLET WITH INLET PROTECTION (DI) CURB INLET WITH INLET PROTECTION (CI) JUNCTION BOX WITH INLET PROTECTION (JB) PROPOSED FIRE HYDRANT EXISTING CONTOUR EXISTING TREE TO BE SAVED EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT z O � F Q U z (A Z z w o wV) Of w w O z N a 0 J O cn SITE DATA TABLE PARCEL ID#: R03400-001-058-000 PARCEL PIN#: 323017.11.2265.000 SITE ADDRESS: 3001 KITTY HAWK DR. PARCEL OWNER: RIMEL VENTURES, LLC TOTAL PARCEL AREA: 1.9 AC (82,971 SF) (ALL OF LOT 116 & PORTION OF LOT 3-53) PROPOSED PARCEL USE: WAREHOUSE CURRENT ZONING: 1-2 (INDUSTRIAL DISTRICT) LAMA LAND CLASSIFICATION: TRANSITION SOIL TYPE: WR BUILDING SETBACKS 1-2: FRONT SETBACK: 50' INTERIOR SIDE SETBACK: 15'* REAR SETBACKS: 151* * PER NKIP COVENANTS FRONT SETBACK: 50' SIDE SETBACK 15' REAR SETBACK 15 BUILDING HT MAX BUILDING LD G HGH EI T=45 PROPOSED BUILDINGI HT= HE 0 G 2 IMPERVIOUS AREA LOT 115: LOT 116 AREA=40,796 SF BUILDING= 10,000 SF ASPHALT, CONCRETE, CURB & GUTTER= 20,571 SF SIDEWALK= 639 SF TOTAL IMPERVIOUS AREA= 31,210 SF % IMPERVIOUS LOT COVERAGE= 76.5% IMPERVIOUS AREA ,J QT 3-53: LOT 3-53 AREA =42,175 SF BUILDING= 10,000 SF ASPHALT, CONCRETE, CURB & GUTTER= 20,022 SF SIDEWALK= 637 SF TOTAL IMPERVIOUS AREA= 30,659 SF IMPERVIOUS LOT COVERAGE= 72.7% WAREHOUSE 1.5 SPACES PER 1000 SF TOTAL PARKING REQUIRED: 30 SPACES TOTAL PARKING PROVIDED: 36 REGULAR SPACES: 34 HC SPACES: 2 TOTAL SPACES: 36 LANDSCAPING: INTERIOR (8%) OF PARKING AND DRIVES= SEE LANDSCAPE PLAN REQUIRED FOUNDATION PLANTINGS: PROPOSED BUILDING FRONT AND SIDE: FRONT: 100x20x.12= 240 SF REQUIRED PROVIDED: 400 SF (BLDG 1 &2) SIDE: 100x20x.12= 240 SF REQUIRED PROVIDED: 297 SF (BLDG 1 &2) 25' 293,08'-27 X 25=6652 SF REQUIRED 6652 SF PROVIDED TRASH REMOVAL: DUMPSTER 4 UNITS/BLD 4 x 4 EMPL/UNIT = 16 EMPLOYEES/BLD 6 X 2=32 EMPL 32 EMPL x 25GPD/EMPL = 800 GPD AREA OF DISTURBED LIMITS = 1.96 ACRES NOTES: 1) NO REGULATED TREES ONSITE. 2) NO WETLANDS REPORTED ONSITE ENN400-001-052-000 ! NG ION I)R. COA INC fATION C-OWNERS I COMMON AREA ! I ZONINr_• I INDEX OF SHEETS CO: OVERALL PLAN 1-1: SITE INVENTORY PLAN C1.0: GRADING, DRAINAGE, & EROSION CONTROL PLAN CM: DRAINAGE PLAN C2.0: UTILITY PLAN C3.0: LAYOUT PLAN C4.0: NOTES AND DETAILS C4.1: NOTES AND DETAILS C4.2: NOTES AND DETAILS 11D: R03400-00]-053-000 I DANSURA LLC f BK:6107 PG:2834 ! LAND USE: 730-OFFICE AND PROFESSIONAL I ZONING: I_2 ! + ! I ! I f I I I f ! f --T� I _ I � I ! � I I + I I PID: R03400-001-120-000 + I ! "NO DATA" I I I ZONING: 1-2 f + I I I 1 ! � r SCALE: 1" = 30' 0 30 60 90 Y Q J I..L U) U ❑ Z ❑ ., Z `r r Z Z � Z) W L < W w0 0 J Z Z Lu r �p�W 0 JI co Z 0� C7 W Z t3 ( � E 0 Jz ❑ U W� E ❑ Lo F- W N 12�w z 2 r - C] lY ca J E W Z W Z — CL' Z J m } w C c:) ofrn IJ-I r Q r (� N O Nzc' N 00 {� O fzl a{ w � ti N r. W N r. Cl] a Ln cn ado aZW C NS�o N V G4 licence #C-3641 21044 DES, JST CKD. JPN DRYM. RPH DATE 8/15/22 .►''' CA 5 s R0 left 2 i -. ods* NF�FsS,�Q•�� •a.s. TUN...• co TO 0 a a - - - _ LAND USE: 9 PG: 2761 958-UNUSED LAND - -- X 1 34.75 S84 04236„ ZONING: I_2 - Z - 3 5� 7 4.73 ,.,�. _ --x I x - z D J 1�'- ❑RAINAGE" EASEMEN �X ~ `~ ' , - - - ~ Q 8' CHAIN - - - - - - xg �-. L) V) LINK �'� I -----1----i��3 \ V) z z z FENCE 3 5. 1 '� ~ �� ~ - - II i \ s I it 04 �34.04 _-33X -3�.94 I �- II I a za' DRAINAGE aNr7 UTILIrY 1 ,-.�, , m EASEMENT. SEE M.B. 49 PG. 41 + �L ' �. x 33.25 p 35. 1 xf ➢ 1 II 1 SOILS: ! i . 3 1 11 1 _- - �3 WR x 35.140 _ _--_- Jr9 '` I GROUP: C f I 1 _ - - 4 __ - -- �cn + 4 HYDROLOGIC SOIL TYPE: WRIGHTSBCRC x II I 25 1 x 34.67 1�, �� - x 34.28 �� x 1. �1643 xl x 34.1 - 87 1 11 + 1 ��� x 33.87 ', I 0 35. �` �\ x 3.88 ( ` II 0� I �� ---- -34< 8 CHAIN I o 35.0 `�� m , LINK !1 0 1 � FENCE x 3� 4.78 -- x 33r`.8-2 x I, 0 w l WRPID: R03400-001- 058 -000 TRASCO INC PID: R03400-001-055-000 14 I BK:6439 PC:2761 MERCURY REALITY LLC 'x,31.80 LAND USE: 958-UNUSED LAND1'}z x� YVRi \ , � , �BK:5525 PG:0840 ZONING: 1-2 LAND USE: 958-UNUSED LAND 35.g5 ZONING: I-2 x 35.34 x 34.14� 8 POWER � 7 x 43.6x1� � �� 1 POLES I �I 1 GUY 1 x 34,60 x 34.20 - ___� xl WIRE r - - I j + i P N 44S 5 x 35.47 -x 34-/93 � x 35.56 � � � � 1 GUY "# �4 �� _ _ x 36.65 --__ x`'343 24.122 10' DRAINAGE AND UTILITY WIRE 11++i + --- _ WA TER 1 EASEMENT. SEE M.B. 49 PG. 186 �' _ VAL VE ` I 1 , 35.0�1� i 1 � - x 7 3�r---_____- ----x 35.91 x 35.80 -- ! 36. 6 A4 3 x 37`�4 x61,1 6 37.�1- __3_7_L9____________� -r� , • _ } APPROX. LOCATION OF EXISTING ~ - _ X_ x 4xi x- x 36. 36.20 x 3 13 x 36.26 '-- x 2 'ti I GAS LINE �- 406.61 .43 x 36.29 x 35.91 33y - y � x 36. 78 f _ _ X_ 3 X 5.81 1 '� i 11 4 35. 32.6- -°tiA -�1 - _� - 36.44_ _ r ��� x 33.27` _ -x _ _ '- X4.49 1 33-0� 7 34.75 - 44 i 1 FIRE ew 32-_- y4 _,A�GAS�GA p-29.T�--- - .87___ =1-3. max- 4.24 X 3 ll HYDRANT aw e - - x-344- - -- _ _ _ s �,AS _ _ s��8- - �X 33.44 - - - X 34.80� - x x3 72 ` PPROX. LOCATION OF EXISTING - x- 3 O `+ 5 A 4=has 3.39 I~ x �5.-7,8- T ` WATER LINE -- - �- aw cAs -4Z - - - -�_ ----- ---- - -- -GAS � -_--•�.�� `x-3-3-8.7_ _�_ x 34.64 - _ 4 ew x 34.66- -��_ cAs�-3cM-4-- X 32 6,7 _ _ x �>E- 4 �,L rV'V11V�T� , 8W -j ~�' GAS GAS �5_' 5- SSMH � N_DR. @ -35--- -- wvI x-3.�3-- _�__ 3,t.t� --,� - -- -- -- -- -- -- RIM: 34.37 34.31 �� SEE M. $, �� _x 6 sw x� 43 45 - - l ` - - - _ GA s 33. 7As - cas GAS GAS • � � � � � aw �: � - a�-s- INV.: 23.64 - - _ 2 - �wv e ss� :a4 ss3`4���x �� �2� WA TER 3 4.3 5 5$55 ss �.8_ �.p / ` --x�4 .� �� . VALVES �SS34.32a�3-4:-8g_ - 3H 5 � ss 3 34.7734.81 34.75 ' I CA S - - - I I VALVE 1 I ti� I I I I PfD: R034 FI I 1 ' I DA 00_ 001-053-000 HYDRANT i NSURA LLC I I I E3K: 6107 PG: 2834 LAND I D USE. 730- OI` EICE AN I i ' I PROFESSIONAL D I I I ZONING: I-2 I I I I ssJ-� ssss� ss I � ss� ` 55� SSA 5s ji �.A POWER POLE GU Y WIRE R03400- 001-120 "NO DATA" ZONING: I-2 ` 34.28 SSMH 55� ss 1 RIM: 34.27 4 L l INV.: 25.36 l 000 1 NOTES: 1) SURVEY BY MICHAEL UNDERWOOD & ASSOCIATES. SCALE: 1" = 201 0 20 40 60 Y Q J Q H co Z Z_ `r Z J w w Z)0- L LJ 0 0�Qw H = > Z0>_0 W ZF- Z ~ Q Z r L LJ r F- LZ0ow (I) .J cr) Z w Q- C) a E 0-, z O �Q � �� E w _j fn u') wF�aUco E WJzW-jzL6x Z wpm r, � o ��11) Qwp¢T- M 7,!� N 00 cq Z Q U Ws� s z W H V) cf) C cz Licence #F[:-3641 21044 DES. JST Crm. JPN DRWN. RPH DATE 8/15/22 y: ►4 :7 ., dp �•��''S+i�iiii;�'''''• N 8' GAIN LINK ` FENCE EASEMENT, S1EE NAGE M BA 49 PGt_1TY 41 �+ x l� x x 15" HDPE CONNECT 8" ROOFDRAIN TO HPDE PIPE W/ 15"X8" CONNECTION 8' CHAIN LINK FENCE P I D: R 03400— 001— 055— 000 MERCURY REALITY LLC BK:5525 PG:0840 LAND USE: 958--UNUSED LAND HC SIGN ZONING: 1-2 15" HDPE SEGMENTAL BLOCK RETAINING WALL. DESIGNED BY OTHERS. 1 d' DRAINAGE AND UTILITY EASEMENT. SEE M.B. 49 PG. 186 6' CURB TAPER f to — — — - REMOVE POWER _ =32.1 _xx FROM GUY WIRE & - — — - INSTALL STORM PIPE. -- REPLACE GUY WIRE,��- W POWER COMPANY �8W� 18" FES 0 aw W/10'X15'X12" _ PENNINGT _ SSMH CLB ENERGY ON DR. RIM: 34.37 DISSIPATOR SEE m.S. ~6 IN V.: 236 4 STORMWATER NOTES 1. STORMWATER AS-BUILTS ARE REQUIRED FOR GAS — ALL STORM DRAINAGE CONVEYANCES. VA L VE 2. ALL STORMWATER CONVEYANCES THAT CARRY PUBLIC STORMWATER MUST BE VIDEOED. P I D: R c DI #3 T=35.0 1=32.75 SRd 'A Il' -7r,,P— F i �— nn'! n r s P1D: R03400-001 TRASCO rNC 58-000 BK:6439 PG:2761 LAND USE: 958—UNUSED ZON1N�- + , D LAND DI #7 T=35.25 1=33.0 15'+ SEGMENTAL BLOCK RETAINING WALL. DESIGNED BY OTHERS TOP=35.5 BOT=33.0 k II II k' I k 6' CURB TAPER tik I Iti 1 11 1 II f jl � I II li II I ;I ,I I II } I lI I II DI #5 T=34.60 }� II 1= 32.35 II 18" RCP FIRE H YDRA Ill T r I I I I CONNECT 8" ROOFDRAIN TO HPDE PIPE W/ D LAND 15"X8" CONNECTION NOTE: m Z Q � J z O J F a Q H Q U V) Z ul z 0 W o H 0 0 LLI `1) Z � C °Z❑ z 0Z > v N n/ a N W Z CY v W 0 CD W �] Qz� z Q W Q = 0�00 ❑ZH Z (5 Q Z _ �� 0W 0 J c1l] Z 1.) ALL DROP INLETS SHALL BE CONSTRUCTED OUT OF NCDOT STRUCTURAL BLOCK 2.) EXCEPT FOR THE TWO OUTFALL PIPES,ALL SD PIPE SHALL BE ADS H-12 HDPE, DOUBLE WALL, SMOOTH INTERIOR PIPE. CAPABLE OF H-25 LOAD RATING WI 1' OF OVER INSTALL PER MANUFACTURERS INSTRUCTIONS. C U R B ^h - -- -------� - --- -- - _ = --� "" (2) WA TER PAPER 1' � -� - +14L VES - � - _----- ------ 15" FES _ s5�� - -------- -- 10=32.25 _ _ - - - - ---- - --_ ---- - ------ SS-- CK INVERT IN DITCH 1 55� ss �Ss�ss�ss --- W/ 1O'X15'X12" CLB ENERGY DISSIPATOR .J r-r r rvi: J 4.21 ti IN V: 25.36 SCALE: 1"-20' P O WER ~ ~ — — ~ �- �- �— — - — — 0 20 40 so w z CLL) E J O U 0 mow- wr CD DEW mr@) Z M C*4 a] w��aUco E W > w zLo� zwom ?' ' a ul 0X��, - 4 -Ua7� N O (V ' n V N P-4 Ci] � P4 � 2 o W x Cq H � W O N N � o C7Hv U 2c�c. C) a4 Licence #C-3641 21044 DM. JST CKD. JPN DRYM. RPH DATE 8/15/22 Cl so U m ---- _----__ PAD: RD3 - - - ` 40Q- 001 - 058- D0Q AND USE: 958- -- -- -- --- - UNUSED LAND -- -- --- --- -- -- -- -- S84 042'36" ZONING: 1-2 --- -_ 1 1 TOTAL AREA (SF) ASPHALT, C&G (SF) SIDEWALK (SF) BUILDINGS (SF) IMPERVIOUS TOTAL (SF) % IMPERVIOUS DA1 8,405 7,034 583 0 7,617 91 l , i tll DA2 5,000 0 0 5,000 5,000 100 1 DA3 11,869 11,869 0 0 11,869 100 DA4 7,182 1,668 56 5,000 6,724 94 �1 ,; r �►a{� DA5 8,582 7,301 583 0 7,884 92 DA6 5,000 0 0 5,000 5,000 100 DA7 11,030 11,030 0 0 11,030 100 f r! _ • , 111 I 1 DA8 7,204 1,691 54 5,000 6,745 94 1 DA3 tl i 1 _ _ DA9 2,551 0 0 0 0 0 � 1 TOTAL (SF): 66,823 40,593 1,276 20,000 61,869 ace , DA7 xl i 1� � I , 0 0 x+ Q \ •' m x� 0 BLDG. K +� O, DOO SF CO1� DA2 HT=20' BLDG. 2 �, 1 � �j � 1O,OOO I " PID: R03400-001-058-000 x - FFE=36.5 SF �' %. � DA8 _ HT= ' !��j TRASCO INC PID: R03400-001-055-COD 14 'n _ O 11 BK: 6439 PG: 2761 FFE= 36. 5 I' 1! MERCURY REALITY LLC ����` --�~ ,` ,! LAND USE: 958-UNUSED LAND BK: 5525 PG: 0840 x, nA4 , f I ,i ZONING: I-2 � l LAND USE: 958-UNUSED LAND ZONING: I-2 Z DA6 .. I i 01 xl & DA5 -,--ae_ �1_- l~ _--_'_-_• I II 7�a1�P- ~aa• -DyA II 3--------------[- -awe------ _________ ^!A■LJ� W �93. -~��-� �� _ aw --3 --- --_ DQ Z36 �8 � aw -- r-_J aw aw _ - aw---- ' PENNY ew =TON DR. �$'� _3� wl,1 `_ - - Q SEE M 8 6 D-BUC- V aw J4 ------------- -----_ e►+v ply 5� � aW - _ y aw aw SS -- � sS -• - - -- z J J Q FE 0 cn z w a O u7 5 LLJ N z Q p N J a m Y Q J r� VJ Z Z L.L j Z L❑L n❑ V 2 � � Z Q w LL0]- O W z ~ Z (.D q ~ Q Q �C = Q w ❑ _j Co Z w (D W �UQ o E a -Jz Y 0 �0 � D wr W w_jZLo Z wom � 0 o oir¢2-tam-5 og N N � w � 0 +r4 �r W Cl] a NLn Q Z M en ¢ n� 4J O 0 O U o�W o D N Licence #C-3641 21044 DES, J5T aro. JPN DM. RPH DATE 8/15/22 ss phA S5� s5� �•Q i 04 i �•i SSA ss f y Ss i4 ri Ss %p S$� SSNC TU S C� ? -D53~00D l � j SCALE: 1" = 20' DANSURA 1 LLC j f l r 8K, 6107 PG: 2834 , 0 20 40 60 LAND 1 USE: 730- ❑FF1 CE AND ' 1 I I PID: R03400- 001 - 058- TRASCO INC OOn g PG: 2761 NUSED --- -- --- --- - -- --- -- -- -- -- - � ~ � -- LAND USE: 958-U LAND - -- — — - _ S84 42'36"E 26 ZONING: I-2 r 24 CURB & GUTTER nRalNacE EASEMENT� - .......... — 8' CHAIN +~+~� LINK im__ FENCE i 1 4 ,I 20' DRAINAGE AND � EASEMENT. SEE M D UTILITY r 49 PG. 47 PROPOSED QUMPSTER ON y I PROPERTY 'z1 HD CONCRETE r LINE n� x + DUMPSTER ON HD CONCRETE z 0 J J U u7 C/7 (A z W d o N LU N 0 z Q Q p N J 0 V) 11 -- k� 0 Q lI 0 + 0 GARAGE DOOR + 8' CHAIN J' a r _ o " I r'-' LINK I� 0 GARAGE DOOR I FENCE BLDG. I xl w G, 000 SF 1 I Co x HT=2p' +- BLDG. 2 i V I1 FFE=3fi.5 9n,nGfl SF 1 j PID: R03400-001-058-000 x �' HT= ' TRASCO INC PID: R03400-001-055-000 11 o r ,n FFE� 2G BK: 6439 PG: 2761 MERCURY REALITY LLC �� 3�' I LAND USE: 958-UNUSED LAND BK:5525 PG:0840 xj I ZONING: I-2 HANDICAP ACCESS 958-UNUSED LAND 1 r � I LAND USE. I ZONING: 1-2 COORDINATE ISLE AND PARKING �J SPACEWATER CROSSING " I x WER & STORM Pa ER ssc0 6" SS 0 1% I I 1 � L E ' SLOPE MIN HANDICAP SLE AND PARKING l SSGO SPACE* j j r 1 ' SEGMENTAL BLOCK I A .. RETAINING WALL. DESIGN BY OTHERS f;1 r S �� .� { . � �, � *MAX SLOPE IN ANY DIRECTION WITHIN THE PARKING SPACE AND r� I 2" Dw I HANDICAP ACCESS ISLE IS 2%. cu x 10' DRAINAGE AND UTILITY WRY I� + 69P S5 @ 1% ; N WA TES EASEMENT. SEE M.S. 49 PG. 185 I E r SLOPE MIN 1 ; VAL VE PROPOSED 24" CURB & I 1 SEWER 2„ DW I GUTTER I EASEMENT — — — — — � �� x � � casR>°rxiE LocarloN OF EXISTING — 2 USC APPROVED I - - — - RP2 IN AN ABOVE ` - - 4 GROUND INSULATED '3H? — ENCLOSURE a�4 APPROX LOCATION OF EXISTING 6" SEWER f e ° CLEAN OUTS. PRIOR TO CONSTRUCTION �I �0"9 4, FIELD VERIFY LOCATION & ELEVATION ` I CONFIRM INVERT W/ BLDG PLUMBING ' I FIRE aw 2" WATER i~ GAS AS °fro N84 42 36 �}I� 1 - - `� 7 -- r H YDRAN T �r 293.08° - - - _ z GAS A5 — ' V GAS ' ~ 1 2" USC APPROVED I � - � aw METER Gas � RP2 IN AN ABOVE -�� 8w GAS —_G �� _sw - 8w GAS ---- GAS GAS 1 ` ` -GROUND INSULATED - _ e 2 SERVICE - aw ENCLOSURE �1 GAS Gqs SSMH SADDLE �RE�N�NGT�� 't ew aw -------- Ssco AS -------- - _ _ _ - - - - - _ D R • ' - a'"-' _ aw 1 ,, v M WATER GAS — ��� �f Ig��C - METER cas � GAS -GAS — RIM: �34.37Q SEE M.B. 62 p .� R/° 8w 8w 2 5_-- GAS GAS GAS IN V.: 23.64 � -��� - _ --� aw o�y aw — — y ss� aw wv (2) WA TER ss---�ss- -------ss� �p 2" SERVICE VALUES � ss 55 _ SADDLE APPROX LOCATION OF EXISTING 1 — — - ss 8" WATER LINE FIELD VERIFY �_155� 55� 55� � 0 — — — 1 55SSMH + — — — — — — — — — — °yA APPROX LOCATION OF 4 �ss S RIM: 34.27 1 GAS — — EXISTING 6" SEWER _ _ y — — SERVICES - Y IN V : 5.� i VA L VF i - - — + � PiD: R03400-001 -FI i + j A`� POWER 053-000 HYDRANT i POLE f DANSURA LLC 1 i BK. 6107 PG: 2(934 ' l GUY LAND lI USE. 730-OFFICE AN WIRE SCALE: 1" = 20' iiiiiiiiii 0 20 40 60 Q J U) 0 ❑ Z ❑ ., Z � o Z O. ❑ W p Q W _ 0>- 0 Q J Z Z Q J Q W 0Y LU a0� z E D J2 Y 0 0 w Q O r M E LU ❑zw _j u7 o '� 0' UJ z E W> J 6 ZJzm§w >:Cn w02t? o Q�Q2�Ua» wCQ0) u a VN VJ W o �J f� Cs N a r N � Ci] ' a N In 'D Fes' N (_} � m R Qe z 2 �j o wl `1 azV �W N P P4 Licence #C-3641 21044 DES. JST CKD. JPN DRUM. RPH DATE 8/15/22 R ' ,zt is C200 I — LEGEND --- -- -- - — PROPERTY LINE~ -DtSTI.RBED AREA LIMITS 35 PROPOSED CONTOUR -- — -- — TEMPORARY SILT FENCE 13 "PINE 13 "PINE -TP --TP --7P--IP--TP --TP -- PROPOSED STORMDRAIN PIPE PROPOSED WATERLINE PROPOSED SANITARY SEWER PROPOSED SPOT ELEVATION FLOW LINE PROPOSED SPOT ELEVATION TOP OF CURB PROPOSED SPOT ELEVATION FINISH GRADE FLARED END SECTION WITH RIP —RAP ENERGY DISSIPATOR DROP INLET WITH INLET PROTECTION (DI) CURB INLET WITH INLET PROTECTION (CI) JUNCTION BOX WITH INLET PROTECTION (JB) PROPOSED FIRE HYDRANT EXISTING CONTOUR EXISTING TREE TO BE SAVED EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PID: Ra3400-001- TRASCO INCS—aoa BBC: 64.3Q ors. FENCE � l_ BLDG. 1 ......- i I w' 1� 0 I Co r 0a SF FFE=3fi.5 ,�• PID: R03400-001-058--000 + :.:_::..: 10, 000 SF r I �;�" , TRASCC INC : I 1 r 1 z a J J U N N {n Z w oz 0 5 � rt: Cr] O z N ¢ O N J O cn Q J ry Z Z F_ o Z O ❑ w r0 F- Q w _ Q0�0 J Z F- Z "t t 0 W Q Z W z 0- U — Q E 0JQ o J J Z Y U � � ❑ F-w 3:0 �� �z I W �w Z W 0 c? c 2Qwo¢0) 0 (13 0E���L)rn-) PID: R03400-001-055-000 I I ::::.:::: FFF' � � BK: 6439 PG: 2761 MERCURY REALITY LLC '� �� I 3fi.5 I I r �I �'� .... __.. -r ► ++ LAND USE: 958-UNUSED LAND BK: 5525 PG: 0840 ZONING: I-2 LAND USE: 958--UNUSED LAND Xl HANDICAP ACCESS I j i III a ZONING: I-2 HC SIGN II I ISLE AND PARKING -�_ �I 2 g SPACE k rl 1 u Q ER I I �'' �� � HANDICAP ACCESS � "I p L E ',. - ., : :.:.:.:::..:.::.. ISLE AND PARKING SPACE* I I Q w f� I _�. S► I I, HC SIGN 216 p4P. _ , 22.0:. •.':. 7- .::.SF I I SEGMENTAL BLOCK -1-. .. � � �F .....::�:�:-:�:•. -� �. . ••�• � I � � RETAINING WALL. I L .......... 9 �� I I �I_ _ �S I MAX SLOPE IN ANY DIRECTION r-� DESIGN BY OTHERS x ! _ _ S� 1 •:�:�-•� �� � � i WITHIN THE PARKING SPACE AND C� N i ! - :�.:. II I I HANDICAP ACCESS ISLE IS 2%. �................. - I I GUY x�+tty - - - - I�HT-��Th - 'b�...::::......... :: SF CAIi`� I I I a 10' DRAINAGE AND UTILITY jl! I _ �—' _ `'— — _ AS�HA��r = :tS;.:.:.. ...r WA 7�ER I I I w EASEMENT. SEE M.B. 49 PG. 186 WIRE x + I 1 _ _`_ _. . . . . _ . VE iI - —�— —N __ - - - �1 II ..: r �. ;� PROPOS Dom:.... .. 1 . YP l 1 I I I 24" CURB & [� w-4 � r= n I 27 6 - - ` SEWER _ �I GUTTER �� � t) v SF =' 9 -� EASEMF�NT::..._.:..:'� 5D' tGNT DUT �� I 1 II zrn -- — x .�.............'.. A AL T ___� i I a �]6 t....... .....� I II t7 a �. - '' . . . . -! I I APPROX. LOCATION OF EXISTING V .. x - 5F ....... 216 I II GAS LINE 0 z W _j ....._. NSF #I I!l oq TR E TYA R D _sue :: 35 I + ...... :NSF -,� - - .� ... � , I III apt — — — �� p _ _41 _ — -_� - `�- wp --� _ - - - FIRE - - _ - _� ------: GAS-_ GAS ---- qSp !�❑���- `� - - - --- - "r ��- -r �`� I \� `�f�1 I�YDRAIV T eW 8W ��`~�--�=�-34 GAS �:--r�AS n� 29,3. �,7 ! ~ 1 . .'.... ..... �� -_ �- - Qsw __-- GAS APPROX. GAS �" - - - - \�--� APPROX. LOCATION OF EXISTING - 8W p - ``�- - GAS T- —� J WATER LINE sw -- ew .�A GA5 f- - 8W ---- - •---•---•--• t' .... - GASH - �?_ SSMN RIM: 34.,37 INV : 23.64 _ n r r p + GAS GAS 4. - - - --- --PENNING I ON DR �� I� �BW. .''. ...:'.'': I wv I ~~ -- �� - _ GAS - - - T - - , GAS GA5 M.B. C F— ___ -- GA Q�Q SEE ~s 8W ��� ~ - ` ` - - S GAS GAS '�Z5 ���_ 8w - o� ss — — SS---8w ss ss�ss� �_ R —�— —�� "" (2)wATER —_ ss�ss —35- / ��—� VA L VES -- NC 1 l---- — - GAS i VA L VE FI � II i PID: R03400- 001- I DAMS 053-000 HYDRANT I j URA LLC I I BK:6107 PC:28,34 1 , I LAND USE: 730-OFF j 11 ICE AN 55 ss� ss I---- ss-- ss� ss ss ss—_ss`ss 1 SSM1� RIM: 34.21 INV: 25.36 �p PQWER ~---`---�-- `-' 11 f GU Y WIRE SUALE: 1 = ZU 0 20 40 60 Licence #C-3641 21044 DES. JST CKD. JPN DRV*4. RPH DATE 8/15/22 CAR6 ■����'��E5S1� '4 ham''•. �2se C300 3 t -J LUhlit�t ` AGGREGATE TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE N OTES: CIF CITE A[ Am "'r''DOT EROSION VTROL STONE V) Ld w V) "TONE SHALL NOT (LOCK OR IMPEDE 'IPE FLOW SITE PLAN 50OX FILTER FABRIC OR APPROVED EQUAL NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION 21 ENERGY DISSIPATOR SEE PLAN FOR ORIENTATION STEEL POST z ARE MESH FOR STANDARD FABRIC GA. 6x6 MESH v 0 m STANDARD OR EXTRA STRENGTH TANDARO FABRIC I x � FILTER FABRIC N Q �w cv _j DIRECTION OF WATER FLOW CONC. _I z 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. TEMPORARY SILT FENCE STANDARD METAL POSTS 2.0' IN GROUND. TYP. I N .� kir+nn-r Ur, no AR-7 ANCHOR FABRIC SKIRT MIN. 8" DEEP & 4" WIDE. NOT TO SCALE CONSTRUCTION SEQUENCE: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART. 3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. 19-GUAGE HARDWARE CLOTH (1 /4 MESH 4' MAX. OPENINGS) r NCDOT #5 OR #57 1 WASHED STONE [V O � a 16' TO 18" MAINTENANCE: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 /2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE DEPTH OF ROCK. REPLACE STONE WHEN IT NO LONGER DRAINS AS DESIGNED. NOT TO SCALE 2' CONCRETE COLLAR NON TRAFFIC AREA 1 PRECAST NCDOT CONCREI OR MASONRY H--20 LOAD RATED FLOW II SECTION 4 1 DROP INLET DETAIL CASTING NOTE: 2'X 2' (MIN) DROP INLET FRAME & GRATE SHALL BE HEAVY DUTY H-20 LOAD RATED. COORDINATE TOP WITH BOX S1ZE & GRADES. ASPHALT PAVEMENT ELEV. VARIES a0 MENT TRAP NOT TO SCALE NOT TO SCALE EROSION CONTROL NOTES AND MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 6. LAND QUALITY REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. WATER QUALITY REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT iN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED NTH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS, 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY MICHAEL UNDERWOOD & ASSO. COMPANY, AND PROVIDED BY OWNER. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT STANDARDS. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW WASTE, WATER AND ROOF DRAIN LINES. CALL 811 (3) WORKING DAYS BEFORE YOU DIG. CL Q I- 0 Z Z Z �❑ D o �� U ua _ QQ W Q 2 �- W p >. p cl 7 I- 7 Lli o 0 o W z_j(y) Z W U Q E o _j Q Y �? mo w - Of E m��rnl 2i 7 N m V OC Lu E 0 �-i E W > w_JZ�sI .- zwomM � 2 C) 0) C) o U rn E o0 00 • CIA P4 z o �dW W 2 D � cn cq N w r� V N O ' � N a �'o N Ln rn o U (� z�� �2W 2 o.= z N G Licence #C-3641 21044 DES, JST GKD. JPN DRUM. RPH DATE 8/15/22 CA R • 0 o .y 2:e �� 7 `W51 • %4 s. T uNs.�•, 5 HARDWARE CLOTH AND GRAVEL INLET PROTECTION SYMBOL 1 DATE DESCRIPTION REVISIONS C]2014 NORRIS & TUNSTALL EiyI C4. 0 m CALL 811 (3) WORKING m DAYS BEFORE YOU DIG. Q R7-8 � ll ..J RESERVE© VAN ACCESIBLE SIGN I NOTE: Z o 1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING 2" SF 9.5 8 SURFACE COURSE (NCDOT) a cn 00 PARKING ADJACENT TO 8' AISLES o WITH ADA GUIDELINES: ONLY N © SIGNS TO BE 0.080 STANDARD ALUMINUM. BOLT TO TREATED o 2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES MINIMUM 1N THE DIRECTION OF TRAVEL AND EXTEND 6" TYPE ABC STONE (NCDOT) 0 w z U) U ❑ Z WOOD OR ALUMINUM POST WITH o THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. _ °❑❑❑❑❑°❑°❑❑❑❑❑❑❑❑❑v❑❑❑❑v❑v❑❑°v❑vo❑°❑vv❑v❑vv°v°v°a°❑°❑o❑❑vv❑❑❑v❑❑ O ❑ 6 VAR. PVMT. SHOULDER 8' S' WIDTH WIDTH 3/8" CADMIUM PLATED NUTS, y� R7-8D BOLTS & WASHERS. E _ 12" �"- 3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY o000000aoa00000 aonon000voa0000°aoa°nvo❑000 vn0000n00000aan000000n ❑ v v ❑ ❑ v ❑ ❑ ❑ ❑ v ❑ v v❑vvov❑vvvo ❑v❑ ❑ ❑ ❑ v o ❑ ❑ v °❑°❑°❑°❑°❑°❑°❑°❑°❑°❑°❑°❑°❑❑❑°❑av❑❑ ❑v❑❑ ❑ oovov o❑°°°°❑°❑❑ov❑❑❑ non❑nonan❑non❑non❑n❑000°nonan❑❑o°v°❑°❑no°o°°°anon❑°°°on❑°❑°❑°°°a ❑ ° ° ❑ ❑ ° ❑ ° ❑ ❑ ❑ ° ° ❑ ❑❑❑°❑°❑°° °❑°❑❑°❑ ❑ onono ❑❑❑°000❑❑°❑ Z °°°°❑❑°°❑❑°❑°°❑❑❑❑❑v❑ no❑❑❑❑ v°❑❑vvavo°❑°❑❑❑❑a❑❑°❑°❑❑o❑a❑°❑°v❑vovo❑o❑o❑❑❑❑v❑vovo❑❑❑❑❑❑vo❑o❑o❑❑ e °� A 24 INCH DEEP DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. �^ �F�• 2"/FT 1/4"/FT. 1'/FT. -1 �" Fr. LEGEND AND BORDER -GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE FINISHED R7-8 GRADE 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 11= �� = COMPACTED SUBGRADE � -I i --III 0 � ❑ ❑ w ALUMINUM OR TREATED 4"x4" WOOD MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A Y —2 1/4.T. POST. _— CENTER -TO -CENTER SPACING OF NOMINAL 2.35 IN (60 MM) NOTES: ¢o }�QULDER SECTION _pry �T 1-1/2"R( 1-1/2"R(TYP MAXIMUM y� �� i 1 PENALTY ` AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON ---LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY AT 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH CONSULTATION FROM THE GEOTECHNICAL ENGINEER AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT p DETAIL SECTIONS SHOWN (� J w Q 5' /$a( ) A BIE '$"(TYP) I �1 I I— - I �_� I= R !! cI LEAST 70% - REFER TO ADA GUIDELINES FOR DEFINITION OF ARE MINIMUMS AND MAY � BE STRENGTHENED PER GEOTECHNICAL ENGINEERS O "CONTRAST". r N O W -0 RECOMMENDATIONS. Z Z 5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN i = I I INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE 2. REFERENCE GEOTECHNICAL REPORT FOR UNDERCUTTING IN AREAS OF PROPOSED PARKING 06 � BACKGROUND- WHITE BACKGROUND WHITE { k I �— 14 I WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM AND DRIVE AREAS. CONSULT NTH GEOTECHNICAL R7--80 ACCESSIBLE —� `— ADJOINING WALKING SURFACES IN RESILIENCY OR ENGINEER TO DETERMINE REQUIRED SUBGRADE U) SOUND -ON -CANE CONTACT. UNDERCUTTING AND REPLACEMENT. w OOaw Z J co � NOT TO SCALE NOT TO SCALE 1 NCDOT DRIVEWAY TURNOUT GRADE DETAIL 2 TYPICAL HANDICAPPED SIGN DETAIL 3 NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS 4 ASPHALT PAVEMENT SECTION - LIGHT DUTY Ir LU z a 0 C3 E < ❑ Y y E���O _W � _, m r_ Ll.i N t1w2�QUrn-E 24" 24" 1.5" SF 9.5 B SURFACE COURSE (NCDOT) W Zwpm��c� J Z w z rn 18" fi" 18" fi" 2.5" INTERMEDIATE COURSE (NCDOT) cn w Q a� 0 n 1 1 /2 R 1 1 " I2 R 8" TYPE ABC STONE (NCDOT) � ¢ U rn CLASS A CONC. CLASS A CONC. " ASPHALT ; . ASPHALT 4 3 R _ L3-R ° ° 3'°R d a a 3 R a o o°°°❑ o° v v° o° v❑ v v a ❑ a ° ❑ ❑ ° ❑ ❑ ❑ a ❑ ❑ ❑ v ❑v❑v❑v❑v❑❑o❑❑vvvvvvv°n❑vvv❑ ❑❑o❑ov ❑ ❑ ❑❑❑ ❑ a ❑ ❑ ❑ v a ❑ v ❑ ❑ ❑ a ❑ ° ❑ o ❑ o ° ❑ o a o ❑ ❑ ° ❑ ° ° ° ° ❑ ❑oovov° ❑ ° a o ° o❑❑❑❑v❑vo❑❑vv❑vva ❑vo❑❑❑o ° ° v ❑ ❑ v ❑ ° ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ a ° ❑ ❑ ❑ v ° ° ❑ ❑ ❑ ° ❑ ❑ o v ❑ ° ° ❑ a ❑ ❑ ❑ o v ❑ v ❑ ❑ ❑v❑vv ❑ v ❑ ❑ a v o ❑ ❑ ❑ ❑ v ❑ ❑ ° ❑ ❑ a v o ❑ ❑ o 0 0 o❑❑v❑ o ° ❑ o ❑v d' �••� V ° I _ •" A - d. - _ •• ... C O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ❑ O °°❑❑°p°n°p❑p❑p❑p❑p❑q❑p❑O❑❑❑p❑p❑p❑p❑pnp° o 0 0 ❑ ❑ ❑v❑vo o ° ❑o ❑ ❑ _ .d. a d- r a. e V •• - e {� I ❑❑o❑°v❑vo❑oao❑vv°❑°o°❑°❑❑❑°v°❑v❑❑❑❑v❑❑ ❑ ❑ a ❑ ❑ ❑ ° ° ° ❑ ❑ a v ❑ ❑ ° ° a❑❑v°❑°❑°❑❑v❑v❑vvvv❑❑v❑ ❑❑❑v° °v°°v°°v°non❑°v°°v°°v°°v°n°°v°°❑o°v❑n°°v❑o°o°n°n°o❑o°o°o°n°o❑n❑o°nvovo❑o❑o°o° " a 4 dto a' a TYPEf ABC^ STONE' 1IR ° ° 4 4 d Q ° TYPE A STONE d a d d .° a 4" CONC. SIDEWALK w/4x4 W4.OxW4.0 WWM 3,000 PSI CONCRETE I= I I=I I= COMPACTED SUBGRADE n " NOTES: o 4 TYPE ABC STONE COMPACTED SUBGRADE \ /\%�\% %�l \/ ��/�\\�\% \ \� \%�\ 4 TYPE ABC STONE COMPACTED SUBGRADE /\ \ \%\\%\;�\\%\\/�\%%\\ \�,\\/�\ ASPHALT � �-� 2% MAX. 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH CONSULTATION FROM THE GEOTECHNICAL ENGINEER c, ZZ � Ln i z N AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT a a TYPE ABC STONE SHALL EXTEND fi" BEYOND TYPE ABC STONE SHALL EXTEND 6" ° nonnnnnanonn°no°o°n❑n°n° ❑°❑°❑°❑°❑°❑°n°❑°❑°❑°❑°❑° DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY 8E STRENGTHENED PER GEOTECHNICAL ENGINEERS ° ❑000°❑o❑❑oovov°❑°❑❑°❑°❑° nn RECOMMENDATIONS. &GUTTER Y N CU B& GUTTER vo° o❑ °❑an w 2 2. REFERENCE GEOTECHNICAL REPORT FOR 2. 0' UNDERCUTTING IN AREAS OF PROPOSED PARKING W AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON NG PLAN. GRADES INDICATING FALL AWAY FROM NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM ENGINEER TO DETERMINE REQUIRED SUBGRADE UNDERCUTTING AND REPLACEMENT. ►-, '� CURB SHALL BE SPILL OFF TYPE CURB. GRADES CURB SHALL BE SPILL OFF TYPE CURB. GRADES [] INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. INDICATING CURB ACCEPTING FLOW SHALL BE FLOWNr LINE TYPE. N NOT TO SCALE NOT TO SCALE N 5 24" CURB AND GUTTER SECTION (SPILL -OFF) 8 24" CURB AND GUTTER SECTION (FLOW -LINE) 7 TURN DOWN WALK SECTION 8 ASPHALT PAVEMENT SECTION - HEAVY DUTY V Q �DE- 7, NOTES: P4zzw�•77 H D 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. J N 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 6" CONCRETE (4000 psi) 4. THICKEN SIDEWALK TO 6a IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB. #5 REBAR 0 18" OC EACH WAY 5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION rf JOINT COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK EDGE OF PAVEMENT 6" NCDOT ABC STONE JUNCTIONS, AT STRUCTURES, AND AS DOTED ON SITE PLAN. 6. OR OBSTRUCTION TYPE A PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND 4'-0" ADJACENT PARALLELING CURB OR STRUCTURE. 1/8"R TOOLED �,`� _ :. ;• �. r- :' , • ..•y JOINT 6" 3'-0" 6" '• ' ; • " Iscence #C-3641 # ' = n TOP OF REINFORCING BAR } I i I� -[ 2 044 FLUSH WTH TOP OF CONCRETE. =� � �I11= COMPACTED SUBGRADE DES. JST 1 /2" EXPANSION CURB 30 MAX. SPACING JOINT MATERIAL JOINT III —III , .• I II E II :. III=� acD. JPN EXPANSION (E.Ja] =III=III — `° - 7/8" DIA. HOLES oRw,,. RPH 1/4"x1" DEEP w AN 1/8"R TOOLED DINT *: _ .. f '. - - I --I I f ''.', '' a a _ .... •. '{ ' + - _ - - -...�Y-_� `Q I- I❑°° o 0 o a❑❑❑ a❑❑ D a a o o❑ a g o o — Jam, ¢ P NOTES: 1. CONTROL JOINTS SHALL BE EVERY 15 FT. (MAX.) AND EXPANSION JOINTS SHALL BE EVERY 50 FT. MAX DATE 8/15/22 _O ❑ g p q D 0 0 0 n ❑ O D❑❑❑ D O D O D ❑❑ O -IIIPrqr f-I-I I ICI I I^III-III I I ICI I I=I I I;i I I-IIIIII-III-� Q 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH �••� •CA• ` • -IIIIII1 If i I,i I I=1 I III=1 I I=1 I=1 I=1 f= III=1 I- 3/4" REINFORCING BAR t CONSULTATION FROM THE GEOTECHNICAL ENGINEER .� .•``ES S� ,■ CONTRACTION JOINT (C.J.) IMBEDDED 1s" INTO SUBGRADE. 2 J4 BARS CONTINUOUS AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY Q� of • a 9 �y w r. �1 BLDG.-STRUCTURE 3' MIN. COMPACTED STONE �*�� BE STRENGTHENED PER GEOTECHNICAL ENGINEERS ? PJN RECOMMENDATIONS. 2. REFERENCE GEOTECHNICAL REPORT FOR C., ft • ••N00 0*4*0�'k�+`�• UNDERCUTTING IN AREAS OF PROPOSED PARKING*�ys�' �U�s►�� AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL ENGINEER TO DETERMINE REQUIRED SUBGRADE UNDERCUTTING AND REPLACEMENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE C401 9 SIDEWALK JOINT DETAIL 10 CONCRETE FLUME SECTION 11 CONCRETE WHEELSTOP DETAIL 11 HEAVY DUTY CONCRETE PAVEMENT SECTION GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGOi Construction General Permit (Sections E and F, respectively). The permittee shalt comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. Al details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction - SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4 : 1 -7 days for perimeter dikes swales (d) 510 es 31 to 4 1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HOW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as cacti u practicable e but In no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary 9tablllzafion - Permanent Stabillization I ■ 'iemporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tack1fiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding I • Appropriately applied straw or other mulch ■ Shrubs or other permanent plantings covered I • Plastic sheeting with mulch I • Uniform and evenly distributed ground rovct sufficient to restraln erosion ■ Structural methods such as concrete, asphalt or retaining walls _- a Rolled erosion controfJxoducts with grass seed POLYACRYLAMIDES (PAM5) AND FLOCCULANTS 1. Select floccuI nis that are appropria te for the soils being exposed during construction, selecting from the NC DWR fist of Approved PAMSIFlocculonts- 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3- Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMSIFloccufants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1- Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. I 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials - LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE ^1, Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other a alternatives are reasonablyauailahle- containers n r 4. Locate waste to s a areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor al lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow, 8 Dispose waste off -site at an approved disposalfacility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. I. Contain liquid wastes in a controlled area. 4-Containment must be labele d, sired and placed appropriately for the needs of site 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS install r toilets on level r 1 sta portable ble e ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking arid properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit, CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dis pose ose of or recycle settled hardened concrete resid ue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence, 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate pro d is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7- Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8- Install at least one sign directing concrete trucks to the washout within the project limits- Post signage on the washout itself to identify this location, 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICI DES 1. Store and appiy herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides pesticides and d rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1- Create designated hazardous waste collection areas on -site. C ;i • 2. Place hazardous waste containers under cover or in secondary containment. rrr ff '''� NORTH CAROLINA 3- Do not store hazardous chemicals, drums or bagged materials directly on the ground l� � P. Environmental Quality NCGOI GROUND STABILIZATION AND MATERIALS HANDLING PART III SELF -INSPECTION, RECORDKEEPiNG AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal Business hours in accordance with the table below. When adverse weather or site conditions would cause the safety P of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1-0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (duringnormal Inspection records must include: business hours (1) Rain gauge Daily Dally rainfall amounts. maintained in I If no daily rain gauge observations are made during weekend or good working holiday Wri❑ds, .-)no no individual -day rainfall inf❑rmanon is order available, record the cumulative rain measurement `or those un- attended days (and this will determine if a site inspectlon is neededl- Days on which no ralnfali occurred shall be recorded as "zero-" The permittee may use another rain-rnowtoring device approved by the Div isior QJ E&SC At least once per I 1- Identificatlon nF the measures Inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspeenon, hours ota rain 4. Indication of whether the measures weer opr rating event > 1A inch in properly. 24 hours - 5. Description of maintenance needs for the measure, 6. Description, evidence, and datr of corrective actions taken- 3 Stormwater At least once e r . f 1 Identification n at o ❑ the disehar c outfalls ins Ced g pe discharge 7 calendar days 2. Date and time of the Inspection, out'alb (sDos) and within 24 3. Name of the person performing the Inspection. hours of a rain 4. Evidence of indicators of st❑rmwater pollution such as oil event � 1.0 inch in sheen, Floating or suspended solics or discoloration, 24 hours 15. Indlcatian of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per i If visible sedimentation is found outside site limits, then a record site 7 calendar days ; of the tollowing shall be madei and within 24 ; 1. Actions taken to clean up or stabilize the sediment that has Iett hours of a rain the site limits, event? 1.0 irch In ! 2. Description, evidence, and date of Corrective actions taken, and 24 hours 13. An explanation as to the actions taken to control future releases. i51 Streams or At least once per If the strearr or wetland has Increased vIs16Ie sedimentation or a wetlands onsite 7 calendar days stream has visible ircreased turbidity from the constructlor or offsite and within 2t- i attivity. then a record of the following shall be rnade,. (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event? 1-0 inch in .2- Records of the required reports to the appropriate Division 24 hours Regional office per Part Ili, Section C. Item (21(a) of this permit of this permit (6) Ground After each phase � 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage (acilities, completion o` III land -disturbing activny, tons' ruction or redevelopment, permanent ground cover). 2. Documentation that the required groi,nd stabilization measures have been provided within the rrquired tirneframe or an assurance that they will tie provided as soon as possible. -- _ - NOTE; The rain inspection resets the required 7 calendar day inspection requirement. �- , ,s'`I .- NORTH CAROLINA Environmental Quality EARTHEN STOCKPILE MANAGEMENT I. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain Inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. i. Provide stable stone access point when feasible. e. 4. Stabilize stockpile within the timeframes provided an this sheet and in accordance with the approved plan and any additional requirements. Sail stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING !. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: Item to Document Documentatlon Requirements (a) Fach E&SC Measure has been 003 led Initial and date each E&SC Measure on a copy and does not significantly deviate from the of the approved E&SC Plan or complete, Cate locations, dimens.ons and relative elevations ane sign an inspection report that lists each shown on the approved E&SC Plan E&SC Measure shown on the approvec E&SC Plan. This documentation is required upon the initial installation of the E&SC Measures or if the E85C Measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a cony of the approved E&SC Plan or complete, date and sign an inspection report to indicate completion of the -_ construction phase. (c) Ground cover :s .ocatec and installed initial and date a copy of the approved E&SC in accordance with the approved E&SC Plan or complete, date and sign an inspection Plan- report to indicate compliance with approved ground cover s ccifcati ons (d) the maintenance anc repair requirements for all E&SC Measures iavN been performed. (e) Corrective actions have been taken to f &5C Measures. Complete, date and sign an inspection report. Initial and date a cocy of the app-ove4 E&SC Plan or complete, date and sign an inspection report to indicate the completior of the cc r,ective action, 2. Additional Documentation In ,iddition to the E&SC Plan documents above, the fallowing items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This general permit as well as the certificate of coverage, after it is received. (b) Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu ofthe required paper copies will be allowed if shown to provide equal access and utility as the hard copy records. (c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.411 EFFECTIVE: 04/01/19 SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: ■ They are 25 gallons or more, They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85- (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. Occumnce j Reporting Timeframes (After Discovery] and Otter Requirements _ (a) Vfslble sediment ■ Within 24 hours an oral or electronic notification. deposition in a ■ Within 7 calendardevs, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a Case -by -case basis- • If the stream is named on the N[C-30401 list as impaired for sediment - related causes, the permittee may be required Lo perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requ irements are needed to assure compliance [ with the federal or state impaired waters conditions- _ (bl Oil spills and ■ IAIfw 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item : 1(b)-(c) above (c) Anticipated ■ A report at least ten days before the dare of ehe bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)} effect of the by ass. ' (d) Unanticipated . Within 24 hours, an oral or electronic notification. bypasses (40 CFR . Within 7calendardays, a report that includes an evaluation of the 122.41(m)43)j quality and effect -of the bypass. (e) Noncompliance ■ Within 24 hours, an oral or electronic notification - with the conditions . Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, ,ind its causes: the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to envirnnmenr[41} continue; and steps taken or planned to reduce, eliminate, and CFR 122-4111j(7)l prevent reoccurrence of the noncnmpliance. [40 CFR 122.41(1)i6i. ■ Division staff may waive the requirement for a written report on a case -by --case basis- NCG0 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EROSION CONTROL NOTES AND MAINTENANCE PLAN - 1, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF --INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FiLLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE, SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR 0 TR T] FROM FLOW AREA. THE BS UC ON5 0 THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLEDSEDIMENTTHEFE NCE WILL RE PAIRED EPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE U F SE BACKING. STAKE O EXTRA STRENGTH FABRIC WITHOUT WIRE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS iN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE- THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN WEEKLY. 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, ❑ECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. 8. _6ND QUALITY REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, ❑ RESEEDED AS NECESSARY E ESEED AND MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. WATER QUALIT'1 REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3- HORIZONTAL TO 1 - VERTICAL (3: 1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY, 9- FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. 10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM THE SURFACE. 11. CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN WATER IT SHO ULD ULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND RECYCLED. TEMPORARY/PERMANENT GRASS SPECIFICATION: 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE & MESH AS PER MANUFACTURER S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR P SLO E STABILIZAPON, AND 150 GAL. PER TON OF STRAW FOR ANCHORING FW$ECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, iF POSSIBLE. IF GRASS STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET GRASS 28% BERMUDA GRASS 20% TURF FESCUE 10% CREEPING RED FESCUE 207. ANNUAL RYE GRAIN *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 8570. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7-14 DAYS OF THE COMPLETION OF GRADING. SEE EROSION CONTROL AND MAINTENANCE NOTES. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. ❑NSITE CONCRETE WASHOUT STRUCTURE WITH LINER � 4 C, 10'-(r MAIN. SANDBAGS ITYP) OR STAPLES 10MIL 1:1 PLASTIC SANDBAGS �TyP.j SIDE SLOPE LINING OR STAPLES c (TYP.) M 4Zk A O O 0 n D CD a A CLEARLY MARKED SIGNAGE SECTION A -A CONCRETE NOTING DEVICE (18"x24" MAIN.) WASHOUT NOTES 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID ANDIOR SOLID REACHES 75% OF THE STRUCTURES CAPACITY - PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE BELOW_ GRADE WASHOUT STRUCTURE NOT TO SCALE '- HIGH - COHESIVE & LOW FILTRATION SDIL BERM _ 2 4 b 10'-0` MIN L►■WAINAW■w I...r �1 11 ���� 41 ■ ■ '' ' 1 [��►'"1 1 W W 101 B 10MIL PLASTIC LINING -1:1 S1DE SLOPE (TrP•) r SECTION B-B SANDBAGS TYP.j OR STAPLE HIGH COHESIVE & LOW FILTRATION SOIL BERM L SANDBAGS (TYR) NOTES; OR STAPLES 1- ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2, THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18')f24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT ANDIOR SOLID REACHES 75%OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD- PLAN3.CONCRETE WASHOUT STRUCTURE NEEDS 7O BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE (Ib/ocre) (lb/1000 sf) RYE (GRAIN) 120 2.75 SEEDINQ DATES; MOUNTAINS - AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15 SOIL. AMENDMENTS: FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WiTH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE - REPAIR AND REFERiiLIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH 50 lb/acre OF NITROGEN IN MARCH, IF iT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, QVERSEED WITH 50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER SEEDING MIXTURE SPECIES RATE (IbZacre] (Ib/1000 sf) GERMAN MILLET 40 0.92 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/acre. SEEDING DATES: MOUNTA INS - MAY 15 - AUG. 15 PIEDMONT - MAY 1 -AUG. 15 COASTAL- - PLAIN APR. 15 AUG. 15 SQIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTiUZER. MULCH APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAIN TEN ANCE: REFERTiLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTTLIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE _(Ib /acre) Qb /1000 sf) RYE (GRAIN) 120 2.75 ANNUAL LESPEDEZA 50 1.15 (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES: MOUNTAINS - ABOVE 2,500 FEET: FEB. 15 - MAY 15 BELOW 2,500 FEET: FEB- 1 - MAY 1 PIEDMONT - JAN. 1 - MAY 1 COASTAL PLAIN -- DEC. 1 - APRIL 15 SOIL AMENDMENTS; FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WiTH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER11LIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (Ib /acre] (Ib/1000 sf) TALL FESCUE 80 1.84 PENSACOLA BAHIAGRASS 50 1.15 SERICEA LESPEDEZA 30 0.69 KDBE LESPEDEZA 10 0.23 SEEDING NOTES: 1. FROM SEPT. 1 THRU MAR. 1, USE UNSCARIFiED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 Ibs/acre. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 Ibs/acre. NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15, ADD 10 Ibs/acre GERMAN MILLET OR 15 Ibs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 ADD 25 Ibs/acre RYE (GRAIN), SEEDING DATES: BEST POSSIBLE EARLY SPRING: FEB 15-MAR. 20 FEB.15-APR. 30 FALL; SEPT. I-SEPT. 30 SEPT. 1-OCT. 31 SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 Ibs/acre (68.9-114.8 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 Ibs/acre (22.9 Ibs/1,000 sf) 10-10-10 FERTILIZER. MULCH: APPLY 4,000 0 91.8 acre Ib Ibs 1 000 s RAIN STRAW OR / { / , f) G EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING NTH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE; IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTiUZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 Ibs/acre (11.5 Ibs/1,000 sf) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE, RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING AND EARLY SUMMER SEEDING MIXTURE SPECIES RATE ,(lbAcre) (lb/1000 sf) PENSACOLA BAHIAGRA55 50 1.15 SERICEA LESPEDEZA 30 0.69 COMMON BERMUDA 10 0.23 GERMAN MILLET 10 0.23 SEEDING NOTES: 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs/acre CENTIPEDEGRASS. SEEDING DATES: APRIL 1-JULY 15 SOIL AMENDMEN15- APPLY LiME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ibs/acre (68.9 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE AND 500 Ibs/acre (11.5 Ibs/1,000 sf) 10-10-10 FERTILIZER. MULCH: APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE; REFERTILIZE THE FOLLOWING APRIL WITH 50 Ibs/acre (1.15 Ibs/1,000 sf) NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. se Q 0- J <_/ 0. Ia nn rr VJ Z T W 0. .. W ❑ 2 J _ �-0>_ W Z �-- "� r� � LJ ) r I"` T- 0 0 0 b Z J [Y) w 0 J LIJ UJ LU Z 0 U Z } H Z O U w O z Q 3: z 0 _z J Q ❑ E i Z Y ❑ U w< Or.. M <Y ly-r Z2 NO)V = IX _ LD W LO lY LU 0 Q UJ C)Q �7 0 o 0 00 to r�Nr= w 00 C14 0 Q W a o S CL N .• N O cl Qo N rM vn W 2 rf 7-r�n r; C c - Z Q.�' � .f"' V E�' - Z '=-2 N � r-. Licence #C-3641 21044 DES. JST CKD. JPN DRWN. RPH DATE 8/15/22 C402 EFFECTIVE: 04/01/19