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3012 Hall Watters Drive Site PlanSS I cf' w � o N c . 1� c W O m N I �.W Aral 12W 2 W N � N w I W N W °o ss — ss ss ss — ss I A.W A,W cD FO �w NN n W El' dW W UL N q W �\12W 12W— 12W 12W 12W- 12W 12W — 12W 12W 12W 12W 12W 12W -- 12W W N W aW qW b P NW W w HALL WATTERS DRIVE N r ` z z � � I w H V < < m who N I nW 0 I I < < < < I I '0-11 a = CTS W Z� cC z w I I y N n w y w z� �m W w � W w I N � o CJ ( CA Q h l w I 00 V J � r W Iv • Z �zM O I O-) r/ N 9 w I I 12W 2 12W 1 .,N 12W 12W 12W 12W 12W 12W 12W O V Lv N - 12W N � -tr- 0) w ➢ W W V v N Of a N ow W d W 0 N N N oCm J O� W r N W b, 040 N.A I I W I I N I I w w w I i w u 6FW I I � W � W 9 � I �I I I f i I w I i I 9 �'GG,nf w C 0- li N n Q 60' WIDE PUBLIC RW SS S — sS SS SS -- N FO EO W— FO UE Am W JF w .9 W mUi c^W FO .� � CW �N W U E U d d �W— UE -- C ON s W dW w -� W ;� °' 6 � d➢ U E W � dp UE w w 4 w c� w w 00 w 0 w w w N w w w N CA cw w 0� o w c� 00 c l� w r H w m who I nW 0 I I < < < I I a CTS W Z� I I I y N n w y w z� �m W w � W w I N � o CJ ( CA Q h l w I 00 V J � r W Z �zM O / 2 r/ N 9 w I I 12W 2 12W 1 .,N 12W 12W 12W 12W 12W 12W 12W Lv N - 12W N � -tr- W w ➢ W W V v N Of a N ow W d W 0 N w w 00 w 0 w w w N w w w N CA cw w 0� o w c� 00 c l� w m N N © W N9t".N O v n m cr iP ss ss ss ss ss ss ss Q 0 I I �N O 00 Ln H w Z N who I nW 0 I I Z I I a CTS W Z� I I I y N n w y w � �m W w � W w I N � o CJ CA h l w I 00 J � N M QUA rv, Z �zM �V W N r/ z O C 9 w I I 0 Z W I�o Cli Z O � r W w q G y r ^� rq w w d N N oCm J O� W r N W b, 040 N.A w N G N w w w w u m N N © W N9t".N O v n m cr iP ss ss ss ss ss ss ss Q 0 I I �N O 00 Ln H Z N who I nW 0 � I Z I I W Z� � y N n y w � �m W w � W w I N � o CJ CA w I 00 J � N M QUA rv, Z �zM I r/ z O C 9 I I 0 Z W I�o Z O � r W w q G y r ^� rq w d w �p N J � Z W Z \ —i /H/ Z = Z w CV F— T _ c/) M U J J O W 0�=r N WaZOCU jZWpZ O O co CO CO oC w > cn z co W QmZQ —(0 Z:], —.2r- ?j J W m, J O 21125 DES. JST CKD. JST DRWN. RPH DATE: 1/17/22 �•• ,��, ..... • ,0� •,� •- — 'ter �� , 0� �iy • X21 F3m r. .2:Q mlk'nm ANA.- F lip i iii •••� SCALE: 1 " = 20' 0 20 40 60 �N O 00 Ln H 21125 DES. JST CKD. JST DRWN. RPH DATE: 1/17/22 �•• ,��, ..... • ,0� •,� •- — 'ter �� , 0� �iy • X21 F3m r. .2:Q mlk'nm ANA.- F lip i iii •••� SCALE: 1 " = 20' 0 20 40 60 N 00 Z N Z W � � w � N � N U C� 00 � N M QUA Z �zM r/ z O C 0 Z W O Z O q G 21125 DES. JST CKD. JST DRWN. RPH DATE: 1/17/22 �•• ,��, ..... • ,0� •,� •- — 'ter �� , 0� �iy • X21 F3m r. .2:Q mlk'nm ANA.- F lip i iii •••� SCALE: 1 " = 20' 0 20 40 60 , 1i N u ,_ ') I / rho , IX 0 fly 4 V iA 1+� I C) � U) . I I II' 60 1 1 1 !. LOCATION MAP INDEX OF SHEETS CO: OVERALL PLAN 1 -1: SITE INVENTORY PLAN C1.0: GRADING, DRAINAGE, & EROSION CONTROL PLAN C1.1: 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 ss I FOm I w L 11 -� p -0 < -- -(j) < <E� 1 n � 11 T Q Z Cr3 i,�_ � " 2: � 1 I .� fV 3 m p - I m ,r-. I ti7 m -0 LEGEND PROPERTY LINE I LA DISTURBED AREA LIMITS SITE DATA TABLE 35 PROPOSED CONTOUR I ....... —___*___*--rte— TEMPORARY SILT FENCE I I So So - SO � PROPOSED STORMDRAIN PIPE N J 8W PROPOSED WATERLINE ( SS PROPOSED SANITARY SEWER I 1.� PROPOSED SPOT ELEVATION F OW LINE PROPOSED SPOT ELEVATION T¢P OF CURB Lf) Fx X41.85 PROPOSED SPOT ELEVATION FINISH GRADE I FLARED END SECTION WITH I C\ RIP -RAP ENERGY DISSIPATOR DROP INLET WITH INLET PROTECTION (DI) PARCEL OWNER: F &B INVESTMENT GROUP, LLC CURB INLET WITH INLET PROTECTION (CI) to JUNCTION BOX WITH INLET PR ECTION (JB) q) TPROPOSED FIRE HYDRANT I in - - - - - - - 49 -- - - - - - EXISTING CONTOUR 13 "PINE E EXISTING TREE TO 13E SAVED p,3 "PINE EXISTING TREE TO BE REMOVE - '%P-- TIP -- TIP -- ip -- 1P - -7' -- TP - - TREE PROTECTION C R E O RTE TfON FEN 1NG IIr . LIGHT DUTY ASPHALT . I I [:_:�. �- - - � �: � �:: � w: ::: �.!:,_:_::.:,:: �, �, HEAVY DUTY ASPHALT I 1 *• ., .1 . 1. ',. i CONCRETE �4' ¢ w L4 b ws (-A HALL WATTERS DRIVE -0 2 -u 270 cn C) n 0 11-11 — 11 � z� � ,� 1 1 z� �— - 11 N CA N —� k N )._-� N 1 N m - !:Ar'--!-�: �.t LA 60' WIDE PUBLIC RdW N % i0 - -- W > , � ��ll •� . . v N •,• (rJ _ ss S : 'sue. , . SS ss —i ss SS - : C� w (""' — U' i ) - _ L. L+c — n w at w NW - - - — - — — �jc� FO W= (3 . r 0 1 � 1� t� w FO y w C r 0 V d "+'�' U E y �' '.f N T n�' w L P y a�.1 Y p,V S IJ '� '(-'fir • A N ~ w 'Q 6 llE r -P'' w16 °''': : ° . 1. n - I = W - . . . 1 W t1 " I. � P� u � I I I .. . ".,.,. , I .. ... . . . . � . 1 c� ,, . `3' . -" w I - ' LIGHT DUTY - - 1'N I . C14 - ASPHALT - �A ; w -- - co GD , . a \\N\ 1) , . I %6% —_ _ �p r� k V / Is •A x, w / � N l y S A i n k u9 W �� M1 , � ., - , '. 7_7: . % , , , � L_iL"_-_, I . " - -, ' I m CsJ 11! I I� -- I I r ' I I I CA I rD Ih I -� I I I I I a z I iI I I I I I I I M � I I I I I I III I I I II 8 I II I I I o f I I I ;1 I ;� N� I I I C4 I I 11, 1 I I X" ( D I I I `� III 1 I I .� I I I I I& C� o �, I I I "' a I I I I a I C4 �1 11a`x14' I I I z 1 DOOR I I I I I 1 1fi`x14' DOOR w 10'x12' 10`x12' 10'x12` 1 12x14 DOOR DOOR I DOOR � " DOOR _ 12 °x14' i I I I I I DOOR 0 1 m G I � . , . / . I . . . . . . . . I I I I . . � � . . . � �.....,. , I .... 1. , � , , , , , ...... � . . . . . . . . I . . . � . � . , . . y " �W W P P. P . p I Pi^ I I :.� c,a I 0 I . I 'chi c A,: cA r I C� . �: .cm :'; }�. G. 1! ^l ,' ASPHALT . .'.+.'�'.'4'.'.'1 � . . . . . . . I . � . - \`� '''"''*''''''' , , , * * ". I - . - - .... .- . . ... c . . . C a�' w I I W::: J G4 - �. ' L V �• •. �. i �, I w _. :c r; 55�� V Y d' ss ss - ss 55 .. .... .__ SITE DATA TABLE Z .. 0 1= om N_N f ....... J < w -• N J W 1-'l � • z 1 a.. oj•, p ( PARCEL ID #: R03400- 001 -078 -000 N n W Lf) Fx (Yj SITE ADDRESS: 3012 HALL WATTERS DRIVE C\ QL O Z H PARCEL OWNER: F &B INVESTMENT GROUP, LLC w to TOTAL PARCEL AREA: 2.2 AC (96,000 SF) (LOT 3-20) q) J in N J O J z IIr CAMA LAND CLASSIFICATION: TRANSITION m m _ss ____.___1A1 -n LIJ i 0 j ¢ w 0— Ir w G7 00 CN K) FRONT SETBACK: 50' W (D [ U INTERIOR SIDE SETBACK: 15'* w I! L) REAR SETBACKS: 15'* N G G? I— Z LL m P Q Z pOM H 11 in -_ uJ I! IP— co BUILDING SETBACKS PROPOSED: J fY 2� 7 co Z M F- FRONT SETBACK: 94' J J SIDE SETBACK 381/50' - 2 � P4 REAR SETBACK 111 V m r r, r%. it 2 0 § rn 0 SITE DATA TABLE - -- W � w -• N J O', mn 4 PARCEL ID #: R03400- 001 -078 -000 N n PARCEL PIN #: 313906.39.2050.000 (Yj SITE ADDRESS: 3012 HALL WATTERS DRIVE C\ H PARCEL OWNER: F &B INVESTMENT GROUP, LLC Ln . TOTAL PARCEL AREA: 2.2 AC (96,000 SF) (LOT 3-20) q) J o PROPOSED PARCEL USE: WAREHOUSE J O CURRENT ZONING: 1-2 (INDUSTRIAL DISTRICT) CL r 4w CAMA LAND CLASSIFICATION: TRANSITION a x -n LIJ ww SOIL TYPE: W R 0 ,_ NT ¢ w BUILDING SETBACKS 1 -2: H w G7 00 CN K) FRONT SETBACK: 50' W (D [ U INTERIOR SIDE SETBACK: 15'* J Z W o Z (� V REAR SETBACKS: 15'* N G G? * PER NKIP COVENANTS m LL m P Q Z pOM H 11 in -_ uJ I! IP— co BUILDING SETBACKS PROPOSED: I•� fY 2� 7 co Z M N In U ,p IQ FRONT SETBACK: 94' W d �•• SIDE SETBACK 381/50' - 2 � P4 REAR SETBACK 111 a s` z 5 F, m r r, r%. 0 § rn 9 .a i r — _— — N Li 1 , .� 1 & CA � ' � - _: � Cam (r r II- 4 kW ' ' 3 � {1 C,� W . — _ s -7- � � - -- N) � w -• 1, O', mn 4 "�'16 N n I cq r P U °D C3) 0 L) C\ M-11 v NO BUILDING HT MAX BUILDING HEIGHT =45' PROPOSED BUILDING HEIGHT =18" IMPERVIOUS AREA LOT 3 -20: LOT 3 -20 AREA = 96,000 SF BUILDING 22,038 SF ASPHALT, CONCRETE, CURB & GUTTER = 48,314 SF SIDEWALK= 1,460 SF TOTAL IMPERVIOUS AREA= 73,503 SF % IMPERVIOUS LOT COVERAGE= 959/6 REQUIRED PARKING: WAREHOUSE 1.5 SPACES PER 1000 SF TOTAL PARKING REQUIRED: 33 SPACES TOTAL PARKING PROVIDED: 42 REGULAR SPACES: 40 HC SPACES: 2 TOTAL SPACES: 42 LANDSCAPING: INTERIOR (8 %) OF PARKING AND DRIVES (- SF) = SEE LANDSCAPE PLAN REQUIRED FOUNDATION PLANTINGS: PROPOSED BUILDING FRONT AND SIDE: FRONT (LENGTH) X (HEIGHT) X.12= 230' X 18'X 0,12 W 497 SF PROVIDED 527 SF SIDE (LENGTH) X (HEIGHT) X.12= 94' X 18' X 0.12 = 203 SF PROVIDED 206 SF STREETYARD FACTOR 25' (37.5' MAX - 12.5' MIN.) PRIMARY: HALL WATTERS DRIVE 317'-34'X 25=7,075 SF REQUIRED 7 334 SF PROVIDED ROVfDED f TRASH REMOVAL: VAL: DUMPSTER WATER AND SEWER CAPACITY NEEDS: 8 UNITS EMPUUNIT = 32 EMPLOYEES /BLD 32 EMPL x 25GPD1 EMPL - - 800 GPD AREA OF DISTURB ED LIMITS - 2.1 5 ACRES PRA SCALE: 1" = 20' 0 20 40 60 1014 0 1, O', mn 4 I cq r P U °D L) C\ H Ln . q) � o a 4w a x C ¢ w H 4 CN K) W � (� V N O N G G? 4 m CD U_ H 11 v I•� N In U ,p IQ -¢ P4 Cr U a s` z 5 F, aZw ol 1 c N a 4 N 7 1� 1 21125 DES. JST CKD. JST DRWN. RPH DATE. 1/17/22 * *�Nf11111i/��I .�� Cad+' GA►t'Q �y. %10 .--' E 5 S'04:-..%-% f 1` L-4 r- ►. U) i - I � � cn � � p � M�m � I , \.D � - t ix n \ /� I � CIO 1 -16 z � 01) - �a :�- W 0 � �- � > - - - - - - /�� 0 z , W � i N � 11 114 *Wl -- I K '12W-----U-j-- 12W 12W----�; ,� ,, 12W cf) � T--3-3- -, ,�. t 0- � ------4---- � Ll� - - - - - - - - - - - i - - - - - - - � � cf) Cf) � I I /---- ss ss - ss ss ss - - - - STORMWATER NOTES 1. STORMWATER AS-BUILTS ARE REQUIRED FOR ALL STORM DRAINAGE CONVEYANCES. 2. ALL STORMWATER CONVEYANCES THAT CARRY I PUBLIC STORMWATER MUST BE VIDEOED. I -u 2 -u 2 � � < (-) C� < < < < cf) < I ,---� -- i 7: 0 c_- z cl APPROX LOCATION OF EXISTING 12" WATER LINE ---� ,--` � z - ,---� ,---� - ,---� i N) C, -�- C,� . � - - - - - - - - - - - - - - - --N I , � - �D �q� I � iP O-) -,t - - - ' - ' ,---� - \ �lj 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W- 12W-- 12W i i - 12W- 1 - 12W- -- C- *��-- ---l&-----�- _ �: �: � -- I --- _', I _j I ", _ �� % -------,l;-l� ',� t 0 -� �� -� % � 15" RCP -% O� (-,� Ll� HALL WATTERS DRIVE CL IV -i---3--�-- �� cl� (� i z -----� . ( I - 15" PES - , - I I (- 3 4. 0 r m � . ;;;; � , 1 I - � I INV OUT=31.7 - Z . % 0� - S:�� 1 I , I "I < I I I � - c-,c- -- -- . I., I I . 29 I ,'I 11 I r r I z , I � � OF EXISTING 6" SS � ,-.� � CURK a- I ; SERVICE FIELD VERIFY " "I'll, I 1;.", � I I � I - - I • I I - - I - - 1. - . . . I I I I I I I . . . . . 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"--%`l.%,.%,,,l,* , � z U) - (-,� >---1,, � Ld �- i . - co - r) - - - - - - -1-�-------- Y', -- � - - - --,- -�; �----,�/-----.,,,- - -,----,---- -----, ---,,--------.---, - -- ..... --- -0- 0 1, 4� - ----m "---- C.) 60' WIDE PUBLIC RdW -a ,k� 0 N cr w � - 7" 0 , -, t 's &� I ss i5�i I ,- I ( , I FO I I � I I ,�� I � I 51� 13� . � o [r: t� � UE - % ,�� i � � !� I (-A I ,�A I 0- 11 = �- � ^ Cr� � 11 I ,---� ------ � - � z (-,� - I I l\j 2 h < -[��, . x I . m 11 Ln -Ti -p- - L4 *" ;u � O-) � > M 0 - I �a x -v U) � I ; O-) ,--. I NMI � N m I " z I ,---� * -- ;o --, I I N I --< 0 :r < I (-) 7) 0 > r- NN 1-11 u ° 3- � A � >.I- r 5, w � -w 1 1 x FUTURE � 24'DRIVE I I cl� loo �-,. V�:�, I S " I � I I � I I i I � I I I I W cl� I 0 , c� N� I -tl I I 1 C4 � Cl I I I I I I � I I i - r" ,0� i ,Q� , q � -, , I � - < i CA C�l r\j C-) cli (n -T-1 -----� . ( I - 15" PES - , - I I (- 3 4. 0 r STRUT � . ;;;; � , 1 I - INV OUT=31.7 - ,,:.. . . � 0� - S:�� 1 -- - . . - - c-,c- -- -- . 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Llr) u ,co, 00 - z wz , P4 H �e 't ,e cn I C) 0 0 s- I- 1:4 L) z 0 Z', � Z W z " a 0 0 ,-" I P ,,�, c,4 �: . z I %,I I I � 21 1 2-51 1� - DES. JST CKD. JST N � f DRWN. RPH - 'T � I - � - - DATE: 1/17/22 *, ...A .... - - -, ,', - I --, ... .. I .. - 111.1.. - 1 - --. --- - 11,11,11, 1111-1.1111 1-11111 -111 1111 ........ - , o , .00 - c A Z, v I 0V CAQ1,1foo.- - ... -- -- I %% g- - - � f. s s / 6-- / I. 7>S" %, 0.-*O 4% -%, i% ,Q! .. Q� .V-.-F% am" omm ta lot am"'' L i`' A4-4 m 81W� R' do .. ;%-I • \ � . • It * . ..... S• TUNS SCALE: 1" = 20' EE6-0�� 0 20 40 60 C1.01 >11 � I " �- : p .11 e 1. I . �.- I I -, 11 I ..... I � , - � C) 0 (N 0 It C\ � 00 Ln �U. N 1, I - .0 N . P� z 61 u � �6 � P� ;i ,i w C/D 4� Z 9) P� 0 c �� jj ,, ra� �-4 zW ci (D (- rl") � ON cq 1 4 z 0 z4z H W Q) cq 0 (-� -4 c (D H 0 .2 �-� f-q j--� �p �� -,, �b Q N en C/� ." Llr) u ,co, 00 - z wz , P4 H �e 't ,e cn I C) 0 0 s- I- 1:4 L) z 0 Z', � Z W z " a 0 0 ,-" I P ,,�, c,4 �: . z I %,I I I � 21 1 2-51 1� - DES. JST CKD. JST N � f DRWN. RPH - 'T � I - � - - DATE: 1/17/22 *, ...A .... - - -, ,', - I --, ... .. I .. - 111.1.. - 1 - --. --- - 11,11,11, 1111-1.1111 1-11111 -111 1111 ........ - , o , .00 - c A Z, v I 0V CAQ1,1foo.- - ... -- -- I %% g- - - � f. s s / 6-- / I. 7>S" %, 0.-*O 4% -%, i% ,Q! .. Q� .V-.-F% am" omm ta lot am"'' L i`' A4-4 m 81W� R' do .. ;%-I • \ � . • It * . ..... S• TUNS SCALE: 1" = 20' EE6-0�� 0 20 40 60 C1.01 I %,I I I � 21 1 2-51 1� - DES. JST CKD. JST N � f DRWN. RPH - 'T � I - � - - DATE: 1/17/22 *, ...A .... - - -, ,', - I --, ... .. I .. - 111.1.. - 1 - --. --- - 11,11,11, 1111-1.1111 1-11111 -111 1111 ........ - , o , .00 - c A Z, v I 0V CAQ1,1foo.- - ... -- -- I %% g- - - � f. s s / 6-- / I. 7>S" %, 0.-*O 4% -%, i% ,Q! .. Q� .V-.-F% am" omm ta lot am"'' L i`' A4-4 m 81W� R' do .. ;%-I • \ � . • It * . ..... S• TUNS SCALE: 1" = 20' EE6-0�� 0 20 40 60 C1.01 SS (J� r dIr N W I 12W- N I o r I DA1 DA2 DA3 DA3A DA4 W DA5 DA6 12W 12W DA7 TOTALS (SF ° roN roW W P NN W HALL WAITERS DRI /ATE [Y;3Nry 60° WIDE PUBLIC RC'•_W SS 21125 � I A W �2µ�0 • SS SS SS S SS — ' -' SS ° i I I 4,519 BUILDING /Roof IMPERVIOUS 8,890 TOTAL AREA (SF) ASPHALT, C &G (SF) SIDEWALK (SF) Tops (SF) TOTAL (SF) % IMPERVIOUS 28,902 15,232 1,460 11,017 27,211 94 689 689 0 0 689 100 2,388 2,172 0 0 2,174 91 5,931 1,751 0 0 3,929 66 5 162 2 882 0 2 280 5 162 100 ° roN roW W P NN W HALL WAITERS DRI /ATE [Y;3Nry 60° WIDE PUBLIC RC'•_W SS I � I A W �2µ�0 • SS SS SS S SS — ' -' SS ° i 8,890 4,519 0 4,371 8,890 100 � 8,905 4,535 0 4,370 8,905 100 �A 16,543 16,534 0 0 16,543 100 r 77,410 48,314 1,460 22,038 73,503 95 12W 12W 12w 12W ° roN roW W P NN W HALL WAITERS DRI /ATE [Y;3Nry 60° WIDE PUBLIC RC'•_W r SS I � I A W �2µ�0 • SS SS SS S SS — ' -' SS ° i O A-jjS SS S N � U 00 zN w o: ox � O ••G W tq` rN i0 'LNG V� � iy�• IN.. Q'� �A .,�� 3. •T uNs; W A II r o ro C w FO N N A n 1 n U E -�� i UE d �' U Cr dN W P A.N dD \j F— OW dN r dN W > N W �d W N W � v r SS I � I A W �2µ�0 N I I n 1 d� I�z z N N � U 00 zN w �..{P. CU O ••G //�_t� < \ tq` rN i0 'LNG V� � iy�• IN.. Q'� �A .,�� 3. •T uNs; II r o ro N M z U W � v N � 0? U a 11!00 Q N C, U � z z � en O U goo oz� w ,...., C z O N�O !� 6) Cq I O O-) G O I I W � I I' I N I 1 { I I W Air". I { I � I I 1, s SS c � SS I A W �2µ�0 N �D n 1 d� i b N N N � U 00 zN Iy �..{P. CU O ••G 0) 77 9 — 77:7 ------------- —FO �W— W� - - F0 UE --mow U E 77--F -°z -°z -- cn z G n G O zc = �. II 1� l.. NM— NxWN O 2 12W- -1!!!% FA -fn � � N ° �rN / W^ N Y W r 1 • ° C�l N n °� R m N� r DA5 DA7 (, Q0 `, N N — A N � ° '� 5 N fv C7 N cli ml 1'• W O CA CA W DA3 A3A cl� J w i I C/19�0 CIO c C7 CIO 0 aQ N.m.: N°„ rop N T- 0 Z cr J W U Z W Z C'3 J O a J ~ _Z Q Z Z Q N U J O ^—j O I L W -) �F- N mm:� wZ Cn„N Q JZWOZ LL< --OOm LL G W> v J Z C7 W QmZQ — —co Z�Z> U) J W T- JO 0 2LLN§ 0") 21125 c � w I A W �2µ�0 N �D n 1 d� i b N N N � U 00 zN Iy �..{P. CU O ••G PREL tq` rN i0 'LNG V� � iy�• IN.. Q'� �A i I C/19�0 CIO c C7 CIO 0 aQ N.m.: N°„ rop N T- 0 Z cr J W U Z W Z C'3 J O a J ~ _Z Q Z Z Q N U J O ^—j O I L W -) �F- N mm:� wZ Cn„N Q JZWOZ LL< --OOm LL G W> v J Z C7 W QmZQ — —co Z�Z> U) J W T- JO 0 2LLN§ 0") w y 21125 C) w CKD. JST N 00� n 1 d� c g ?� .. ............ .... . -.. ..... .. _ ............ ... N � U 00 zN �..{P. CU x s x caw ••G PREL tq` rN i0 'LNG V� � iy�• IN.. Q'� �A .,�� 3. •T uNs; W N M z U W � v N � 0? U a 11!00 Q N C, U � z z � en O U goo oz� w ,...., C z O N�O Cq w y 21125 DES. JST w CKD. JST N DRWN. RPH n 1 d� c g ?� .. ............ .... . -.. ..... .. _ ............ ... DATE: 1/17/22 w A; CAR ••G PREL tq` rN i0 'LNG V� � iy�• IN.. Q'� �A .,�� 3. •T uNs; SCALE: 1 If = 20' 0 20 40 60 C1.1 SS SS— — SS d r W C�J J N � \ I �ix p> m N � w I 12W— —U) — 12W --, — 12W II I 2" SERVICE SADDLE DIRECTIONAL BORE 2" WL 12W 12W 12W - 12W 12W — 12W 12W 12W— 12W - 12W 12W 12W- 12W — 12W 12 - N NW 9W NW HALL WAITERS DRIVE w 60' WIDE PUBLIC R6W & METER 1 RPZ W N "� oo CA N SS SS SS NHS SS N O j n l 4 W A ..'^� P W FO a'w cw A.W A W W N o — N W p.w W U W o UE �— UE dw UE N d Wp W W dNW UE � d dW N N W J'D S U) o0 L < << < ANN J O j� U z N ' °� •� N .G QOA Oi =cn N C C� SS SS SS Z 0 �< ��/�pOpo� 1.I. cr- co a N Z W QWZ4z(o m U) C Z ` W l I N� w X I (A o I I 0� I ;u (A :i ym 1 N O v iv x -0 ^_ N mj N L � Im W °I! I { I O N' q"c V coos 0Z pW Ln � C� y I N N U) DD Q akSo w w O I I I I I I I p I � I w CA z0 <° N ` J I 6 O N C7 FO d> U E A E - °z -u z_�;uU' < <n« o z w �4- II 2 "DW _ i 2W 12 12W 1 F I-- SYD I cl� 41 C�J CA P �W h4R W w ® W � o0 L 2 "DW ANN J O j� U �W�U) N N ' °� •� N a =cn N < C� SS SS SS Z 0 �< ��/�pOpo� 1.I. cr- co a N Z W QWZ4z(o m U) C Z P W W l I I w I SSCO o I I I I \ N W v m — N N � L j W °I! I { I O C'7 q"c V coos 0Z pW Ln � I cl� 41 C�J CA P �W h4R W w — 12W 12W 12W 12W 12W 12W 12W 12W f:5 W O �W Z _.. L D N ® W � o0 L J ANN J O j� U �W�U) N N ' °� •� N a wiz < SS SS SS SS SS SS -j ZZO N �< ��/�pOpo� 1.I. cr- co a N Z W QWZ4z(o m U) C Z P W W o w o W O CJ � N W v m — N N � L j W N — 12W 12W 12W 12W 12W 12W 12W 12W f:5 W O �W Z _.. L D N 11 w 21125 DES. JST m CKD. JST w DRWN. RPH C,J o.o f 3 3 DATE: 1/17/22 bl� CA s o R ''�, £; s CA ,,� CA ail Q-• :a SEAL r: E L I t 4U*#4 A!,ZY N N ti o NN °��y� NGINE� A,Q•��, No S. T UTA N N N W SCALE: 1" = 20' C2mO 0 20 40 60 ® W � o0 L ANN J O j� U �W�U) N N ' °� •� N QZQ U wiz SS SS SS SS SS SS -j ZZO N �< ��/�pOpo� cr- co a W ?N w W QWZ4z(o m C Z P W w W O CJ � W v m — N N � L j � Z �zm w o O C'7 q"c V coos 0Z 11 w 21125 DES. JST m CKD. JST w DRWN. RPH C,J o.o f 3 3 DATE: 1/17/22 bl� CA s o R ''�, £; s CA ,,� CA ail Q-• :a SEAL r: E L I t 4U*#4 A!,ZY N N ti o NN °��y� NGINE� A,Q•��, No S. T UTA N N N W SCALE: 1" = 20' C2mO 0 20 40 60 i 9 � o � o0 L �o N j� U �W�U) N ' °� •� N QZQ U wiz J Z W Z -j ZZO N �< ��/�pOpo� Zw co a ?N w W QWZ4z(o m C D � � u- cm m 11 w 21125 DES. JST m CKD. JST w DRWN. RPH C,J o.o f 3 3 DATE: 1/17/22 bl� CA s o R ''�, £; s CA ,,� CA ail Q-• :a SEAL r: E L I t 4U*#4 A!,ZY N N ti o NN °��y� NGINE� A,Q•��, No S. T UTA N N N W SCALE: 1" = 20' C2mO 0 20 40 60 o0 L 00 N U °O j� U zN x o �xC\ � wiz Zw w a C w N O CJ � W v — 1L� �l N iM � Z �zm O V coos 0Z N � G 11 w 21125 DES. JST m CKD. JST w DRWN. RPH C,J o.o f 3 3 DATE: 1/17/22 bl� CA s o R ''�, £; s CA ,,� CA ail Q-• :a SEAL r: E L I t 4U*#4 A!,ZY N N ti o NN °��y� NGINE� A,Q•��, No S. T UTA N N N W SCALE: 1" = 20' C2mO 0 20 40 60 r o � w �Ix U) �IH 0 / N W roN I w w W I w �W W SS SS SS SS SS - SS p W cR FO dp w UE °zz�:ucn <<--) ozcs z CA II � N O I �� N < I a I i I I N c l� 2 � N < o> N l J �T v W 0 HALL WATTERS DRIVE -0 z -0z�u� n <c<�« oC z c� z it V II W T V w� �N r w > � W c� 60' WIDE PUBLIC AW / W NJ N N a- w p SS SS — S5 SS N J N N Z W 0 V I W V) tY CE IY 0 Z Ld Ld (0 N J 0 m SS W cc M U) Ir LL, z Q J Q Z O J F- < Z O r Q r J C U J 0 J � a W 0 E- N MU) co W . N *� —j QZ U N JZWpZ �m ooSo >� QZQ ZM W M m W od r-, - J OT SCALE: 1" = 20' 0 20 40 60 21125 DES. JST CKD. JST DRwN. RPH DATE: 1/17/22 ,,,� • Cq •, .• I?o •. :a 3 A °,�►• • GINS. C3 14 O Oo 00� N ' U 00 zN U x s xC W a N V � rTl F� Cq N o? N U a V N � QUA 7 wZ M O W U Oz� Na0 o�x N P. SCALE: 1" = 20' 0 20 40 60 21125 DES. JST CKD. JST DRwN. RPH DATE: 1/17/22 ,,,� • Cq •, .• I?o •. :a 3 A °,�►• • GINS. C3 EROSION CONTROL NOTES AND SITE WORK NOTES: MAINTENANCE PLAN: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING 2 CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF NCDOT EROSION RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO CONTROL STONE 24 HOURS OF EVERY HALF -INCH RAINFALL. TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP- DRESSED WITH AN ADDITIONAL 2 INCHES OF 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS Q A A 0 #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, 61 ¢ CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN GQ` a IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR LIMITS OF CONSTRUCTION. � TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, Q S0, m 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET AND INLET PROTECTION, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. O � PROTECTION, BLOCK GRAVEL ROCK DOUGHNUT INLET 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE O REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. DRAINAGE. REMOVED FROM WTHE ROCK SILT EMPTIED ONCDEWARE CLOTH T ALLOW EVER 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE w EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER DAMS, REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE > LOCAL AND STATE CODES CODES. SITE PLAN DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. � OQ,SEE STONE SHALL NOT BLOCK OR IMPEDE 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED PIPE FLOW 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE C/) WITH BORROW OPERATIONS. SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO cr Q Lu �2 SEE SITE PLAN STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF RECEIVE FILL SHOULD BE PROOFROLLED, THE TOP 8" OF SUBGRADE SHALL BE V "-3" ACTIVITY ASSOCIATED WITH A SWALE. COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE W z 2 COARSE SECTION A -A MIRAFI 60OX FILTER FABRIC 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT WITH A CLEAN, HAVING A j z AGGREGATE OR APPROVED EQUAL WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE AND REPLACED SILTY OR CLAYEY SAND UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE ozs NOTE: FILTER FABRIC AND STONE SHALL BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND _! TOED UNDER FLARED END SECTION STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY cn J FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE DENSITY (ASTM D -698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING Q z W USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL = - SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS NOT TO SCALE NOT TO SCALE BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT O J OR IS DAMAGED. LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D -698) T 0 z WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH 6. LAND QUALITY REQUIRES: LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN U ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES 1 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 2 ENERGY D I SS I PATO R ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 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 J o o CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET p_ '- W WATER QUALITY REQUIRES: TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR � O H r ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE ) jr Z) � CD 0? N ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE IY W 6' W/ E.S. FABRIC VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, DITCHES, SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND W 0 � U 8'W/ WIRE MESH PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL SOILS REPORT FOR ADDITIONAL REQUIREMENTS. J Z W o Z (3:1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE PROVIDED Q Z Z STEEL POST R7 -8 TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE 9. LAYOUT. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO LL O O co m M �� Z WIRE MESH FOR STANDARD FABRIC o - LAST LAND - DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE CONSTRUCT HIS WORK. W = CD o W > 07 Z v ' ' ~ - T (RESERVED - PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTON OF W Q Z Q �p Z m _ ti ac -- STANDARD OR EXTRA STRENGTH u r m MIN. 14 GA. 6x6 MESH VAN ACCESIBLE SIGN LAND DISTURBING ACTIVITY. EXISTING UTILITIES DURING CONSTRUCTION. .I � J m r J o o FOR STANDARD FABRIC ¢ FILTER FABRIC "' x �'' - PARKING ADJACENT TO 8' AISLES °_° -�� DAYS FROM THE LAST - W otS - r O LL- rn w ONLY o N T 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY BATEMAN CIVIL SURVEY COMPANY, AND PROVIDED BY OWNER. N - E DIRECTION OF WATER FLOW SIGNS TO BE 0.080 STANDARD ALUMINUM. BOLT TO TREATED WOOD o 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. OR ALUMINUM POST WITH 3/8" CADMIUM PLATED NUTS, BOLTS & f 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WASHERS. R7 8D RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE ANCHOR FABRIC SKIRT _m 12" r AGENCIES AND AUTHORITIES. io MIN. 8" DEEP & 4" WIDE. COLORS Z _ co LEGEND AND BORDER -GREEN 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL WHITE, SYMBOL ON BLUE BACKGROUND CONFORM TO NCDOT STANDARDS. BACKGROUND - WHITE INISHED R7 -8 GRADE ALUMINUM OR TREATED 4 "x4" WOOD 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL NOTES: POST. _ _ _ 1- 1 /2 "R(TYP) 1- 1 /2 "R(TYP) REQUIREMENTS. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. o 0 N 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH MAXIMUM VAN I 1 =� I- g PENALTY 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. U N 30 LB /IN TENSILE STRENGTH FOR STANDARD FABRIC AND LB /IN 3 /8 "(TYP) ACCESSIBLE 3 /8 "(TYP) _ _ _ _ _ _ $250 - - - - � -_ - - - 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS W 50 FOR EXTRA STRENGTH. = RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK � W CONDITION. 0 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF' JOINTS - � ARE NECESSARY, LAP FABRIC POST TO POaT. LEGEND AND BORDER GREEN LEGEND AND BORDER GREEN - - - - - 19. REINF. CONC. PIPE SHALL BE CLASS III W /RUBBER GASKET7 =D JOINT OR "RAM z W a - _ _ BACKGROUND - WHITE BACKGROUND - WHITE NECK ". INSTALL PER MANUFACTURER'S REQUIREMENTS. W 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE R7 -8D VAN ACCESSIBLE Z SELF- FASTENER STEEL ANGLE TYPE. 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT H co SHALL BE A CHLORINATED RUBBER ALKYD, FS TT -P -115, TYPE III, FACTORY (� MIXED, QUICK DRYING, NON- BLEEDING. U NOT TO SCALE W 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW NOT TO SCALE WASTE, WATER AND ROOF DRAIN LINES. o c TEMPORARY /PERMANENT GRASS H a� o? Z 3 TEMPORARY SILT FENCE 4 TYPICAL HANDICAPPED SIGN DETAIL SPECIFICATION. C� N N M �--� ~ Q U 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER C% CONSTRUCTION SEQUENCE: ADVERSE SOIL CONDITIONS. i � Z M NCDOT #5 OR #57 WASHED 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. x 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. C O Ob STONE 2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM O � m 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES CALL 811 (3) WORKING U Z O O Z OF 4' APART. THE POST WITH WIRE MESH HARDWARE CLOTH. THE 0 o a SMOOTH AND UNIFORM. DAYS BEFORE YOU DIG. W Z O 3. SURROUND SECURE p 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. 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 Y v w Q o LIME: 45 LBS. PER 1000 S.F. N P. A /1 /� m - HEAVY DUTY TRAFFIC BEARING FRAME, PHOSPHOROUS: 20 LBS PER 1000 S.F. RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A Z - GRATE AND HOOD. C.O.W. STANDARD SD FERTILIZER: 17 LBS. PER 1000 S.F. HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE 2" 2 -21. NCDOT ROADWAY STANDARD NO. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEEDBED IS 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE 840.03 OR APPROVED EQUAL. PREPARED 4 -6 INCHES DEEP. ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. W02N 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. NOTE: IF PRE -CAST BOXES ARE USED 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) GROU THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE PIPES CAN BE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. MAINTENANCE: r INSTALLED TO THE GRADES SHOWN ON GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. 21125 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT THE PLANS USING A PRECAST BOX PRIOR WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE &MESH AS PER MANUFACTURER (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE TO CONSTRUCTION. OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW " 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS -1 EMULSION AND DES. JST FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR 8 26" MIN. PRECAST CONCRETE OR APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, AND UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REMOVE SOLID NCDOT STRUCTURAL 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. CKD. JST SEDIMENT WHEN ACCUMULATION REACHES HALF THE DEPTH OF ROCK. REPLACE STONE WHEN IT NO LONGER DRAINS AS DESIGNED. BLOCK. H -20 LOAD RATED 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED DRWN. RPH 19 -GUAGE HARDWARE CLOTH (1/4 MESH OPENINGS) WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER STANDARD METAL 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING DATE: 1/17/22 POSTS 2.0' IN 4' MAX. GROUND. TYP. NCDOT #5 OR #57 WASHED STONE / RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ' 4" 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET GRASS 1pm% MOM f�•�Q� -,o�Es *4 N 21 28% BERMUDA GRASS Ak m 20% TURF FESCUE v i i i i i N o /�/j 10% CREEPING RED FESCUE 20% ANNUAL RYE GRAIN • 'v• .O FN EQ`•' ��i'S''• GINE Q,,�� • CC w w ac CONC. FTG. • • • 5�,�� ii��I w 16" TO 18" #4 @ 12" EACH WAY *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY 0 �i�s• TUN 's0% if;m$$00% $" #57 STONE SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85 %. SECTION A -A NOT TO SCALE ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 -14 DAYS OF THE COMPLETION NOT TO SCALE 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 C400 SYMBOL DATE DESCRIPTION BY AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER 5 HARDWARE CLOTH AND GRAVEL INLET PROTECTION 6 CATCH BASIN DETAIL LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. 02014 NORRIS & TUNSTALL c� z W z E a i N 0 0 N 0 0 N i M N 0 N V 0 VAR. PVMT. 6' WIDTH SHOULDER 8' 5' WIDTH 3' IFS 2 "/FT. 1 /4 " /FT. 1 /4 " /FT. 1 " /FT. -1' %FT. '2 114 SHOULDER SECTION %FT, 5' NOT TO SCALE 1 1 NCDOT DRIVEWAY TURNOUT GRADE DETAIL 24" 18" 6" 1 1/2"R CLASS A CONC. a. . ASPHALT ° '3 R r 3 „R a d d. a o d. r d a d LP d Eo .4 Q TYPE ABC STONE 4” TYPE ABC STONE COMPACTED SUBGRADE � %i� %i� %i� %i� %i� %i� %i� TYPE ABC STONE SHALL EXTEND 6" BEYOND CURB & GUTTER NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILL OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. 1 51 24" CURB AND GUTTER SECTION (SPILL -OFF) NOTES: 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 6" IN LAST & WHERE IT ABUTS PAVEMENT WITH NO CURB. 5.1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT PARALLELING CURB OR STRUCTURE. CURB – I 1/8 "R TOOLED JOINT 1/2" EXPANSION 30' MAX. SPACING JOINT MATERIAL EXPANSION JOINT E.J. : 1/4 "xi" DEEP w /AN 1 /8 "R TOOLED JOINT CONTRACTION JOINT (GA Z BLDG.- STRUCTURE PLAN NOT TO SCALE NOT TO SCALE v vm H � H' z 70000 r0T rmiz –I =D = -nzDm = Cn o 0 zH-0r --n • QQH c3�mD D z 6" MAX. m m D CA 2' L W -i .a Te ASPHALT PAVEMENT O M 71-611 1911 411 4" Z ELEV. VARIES - III -1)1� .d ° O 2311 0 r r 211/4" 2511 PIPE 121-611 1 3011 gym= SIZE x 277/811 m r c OR MASONRY H -20 LOAD U J w m "� > w FLOW 6" 2 � U J 1 HmD / 0 W to O Q N en U� Z v > m �oA Z SEDIMENT TRAP W SECTION c N (� d 1. CONSTRUCT PIPE END SECTION USING #4 cp _O mZ EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310. SHEET 1 OF 1]1 2. CHAMFER ALL EXPOSED CORNERS 31/4" 310.02 NOT TO SCALE O H O O �D N ,p Z -v H m SHEET 1 OF 1 310.02 9 SIDEWALK JOINT DETAIL 10 SEE PLAN FOR ORIENTATION CONC. 7I1il CASTING NOTE: 2'X 2' (MIN) DROP INLET FRAME & GRATE SHALL BE HEAVY DUTY H -20 LOAD RATED. COORDINATE TOP WITH BOX SIZE & GRADES. 21 DROP INLET DETAIL CLASS A CONC. ASPHALT —� TYPE A STONE 4" TYPE ABC STONE COMPACTED SUBGRADE 24" 18" i 6" 1 1/2"R d a 3 "R 3 "R Q.. d d. a_ _ u O d' a d d L1 a d ' d NOTE: 1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES: 2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. 3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 IN (60 MM) 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 LEAST 70% - REFER TO ADA GUIDELINES FOR DEFINITION OF "CONTRAST ". 5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. NOT TO SCALE NOT TO SCALE 3 NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS TYPE ABC STONE SHALL EXTEND 6" BEYOND CURB & GUTTER NOTE: CURB TYPE Dr -PENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILI- OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. 6 124" CURB AND GUTTER SECTION (FLOW -LINE) TRAILING NOT TO SCALE 7 I CONCRETE FLUME SECTION VARIABLE z DRIVEWAY WIDTH Cn 6: � 1 OR FLATTER SLOPE Q LLJ1Hx DRIVEWAY PIPE DRIVEWAY PIPE O O 0 Z . APPROACH W Q z 1–U <O� DRIVEWAY PIPE TYPICAL SECTION 11-XoUi � „ O Q SLOPE 3 s:1 0_R FLATTER _ _ F�ATT –4 z H 6 6_ 1 OR _ _ - ER SCOPE 6 H 1 ---- - - - - -- ----- - - - - -- 1 6„ MAX. w o JOINT A B D D B A -'- FILLER Tb L Tb Te PIPE 3 PIPE Tb L _ Te I� z N GROOVE INSTALLATION TONGUE INSTALLATION O wil PLAN VIEW ----- - - - - -- - -- - - - - - - - - ; D - -- - - - - -- PIPE END TREATMENT DIMENSIONS 2' L W CONCRETE COLLAR Tb Te ASPHALT PAVEMENT NON TRAFFIC AREA 15!1 71-611 1911 411 4" 611 ELEV. VARIES - III -1)1� .d ° W -0" 2311 4" 4" 6" 211/4" 2511 PIPE 121-611 1 3011 411 SIZE x 277/811 PRECAST NCDOT CONCRETE VARIE c OR MASONRY H -20 LOAD U J w RATED 6" / w FLOW 6" 2 � U J / 4" to O Q N en U� 3000 PSI CONC. ISOMETRIC VIEW > Z en �. 8" #57 STONE U SEDIMENT TRAP W SECTION c N (� d 21 DROP INLET DETAIL CLASS A CONC. ASPHALT —� TYPE A STONE 4" TYPE ABC STONE COMPACTED SUBGRADE 24" 18" i 6" 1 1/2"R d a 3 "R 3 "R Q.. d d. a_ _ u O d' a d d L1 a d ' d NOTE: 1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES: 2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. 3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 IN (60 MM) 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 LEAST 70% - REFER TO ADA GUIDELINES FOR DEFINITION OF "CONTRAST ". 5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. NOT TO SCALE NOT TO SCALE 3 NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS TYPE ABC STONE SHALL EXTEND 6" BEYOND CURB & GUTTER NOTE: CURB TYPE Dr -PENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILI- OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. 6 124" CURB AND GUTTER SECTION (FLOW -LINE) TRAILING NOT TO SCALE 7 I CONCRETE FLUME SECTION VARIABLE z DRIVEWAY WIDTH Cn 6: � 1 OR FLATTER SLOPE Q LLJ1Hx DRIVEWAY PIPE DRIVEWAY PIPE O O 0 Z . APPROACH W Q z 1–U <O� DRIVEWAY PIPE TYPICAL SECTION 11-XoUi � „ O Q SLOPE 3 s:1 0_R FLATTER _ _ F�ATT –4 z H 6 6_ 1 OR _ _ - ER SCOPE 6 H 1 ---- - - - - -- ----- - - - - -- 1 6„ MAX. w o JOINT A B D D B A -'- FILLER Tb L Tb Te PIPE 3 PIPE Tb L _ Te I� z N GROOVE INSTALLATION TONGUE INSTALLATION O wil PLAN VIEW ----- - - - - -- - -- - - - - - - - - ; D - -- - - - - -- PIPE END TREATMENT DIMENSIONS D L W Ts Tb Te A B 15!1 71-611 1911 411 4" 611 173/4 " 20%8„ 1871 W -0" 2311 4" 4" 6" 211/4" 2511 24f1 121-611 1 3011 411 411 611 277/811 3211 PARALLEL END SECTION IDE VIEW w v _ Z W 10 ~' r PIPE Z sx o U �w� NOT TO SCALE D Q O z LL Lu Zz Z W ° W o Q H 6 z IL -� �/ QdLu END VIEW c U J w i = Lu I- / / H J LLI 2 � U J / 00 O Q N en U� w Q U ISOMETRIC VIEW a Z en �. zo Uo U z W NOTES: c N (� d 1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9" EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310. SHEET 1 OF 1]1 2. CHAMFER ALL EXPOSED CORNERS 31/4" 310.02 NOT TO SCALE EDGE OF PAVEMENT OR OBSTRUCTION TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE. 2" SF 9.5 B SURFACE COURSE ( NCDOT) — 6" TYPE ABC STONE ( NCDOT) I COMPACTED SUBGRADE NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w /OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. NOT TO SCALE ASPHALT PAVEMENT SECTION - 4 LIGHT DUTY 3" SF 9.5 B SURFACE COURSE ( NCDOT) — 8" TYPE ABC STONE ( NCDOT) I COMPACTED SUBGRADE NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w /OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. \W J � Q w U W z 0 Q z 06 0 J F— J w Q z 0 —� z M U J O J O -n W H CV _N wQzoc� JZw0z �m ooco oC2W >w I za_mza —(o �JwmI, -jO W W j� T 0 LL N 3: O 7/8" DIA. HOLES 4" CONC. SIDEWALK w /6x6 -10/10 W.W.M. 21125 ASPHALT 2% MAX. to =0. 00o0 0 000000 €- x X DES. JST 0 0 cKD. JST DRWN. RPH 2.0' --I DATE: 1/17/22 _ n CAR 3/4" REINFORCING BAR E / •'• / i IMBEDDED 18" INTO SUBGRADE 2 #4 BARS CONTINUOUS c $ E r•� yea = '19851 ,O'iA/GINE��'� Qi•,,: NOT TO SCALE �'�,�S, TUNS.`�� 12 TURN DOWN WALK SECTION NOT TO SCALE SYMBOL DATE DESCRIPTION BY � 11 CONCRETE WHEELSTOP DETAIL ®2014 REVISIONS NORRIS & TUNSTALL 1 Oo QLn N ' F� N Z sx o U �w� NOT TO SCALE z NOT TO SCALE ASPHALT PAVEMENT SECTION Z W 8 HEAVY DUTY z co N � U N � O � 2 � U r N 00 Q N en U� 7 WZm Z en �. zo Uo z c N (� 7/8" DIA. HOLES 4" CONC. SIDEWALK w /6x6 -10/10 W.W.M. 21125 ASPHALT 2% MAX. to =0. 00o0 0 000000 €- x X DES. JST 0 0 cKD. JST DRWN. RPH 2.0' --I DATE: 1/17/22 _ n CAR 3/4" REINFORCING BAR E / •'• / i IMBEDDED 18" INTO SUBGRADE 2 #4 BARS CONTINUOUS c $ E r•� yea = '19851 ,O'iA/GINE��'� Qi•,,: NOT TO SCALE �'�,�S, TUNS.`�� 12 TURN DOWN WALK SECTION NOT TO SCALE SYMBOL DATE DESCRIPTION BY � 11 CONCRETE WHEELSTOP DETAIL ®2014 REVISIONS NORRIS & TUNSTALL 1 0 Z w T E N N I C O a a a 2 n_ 0 0 E Id 0 0 3 It N E N i m 3 a Ln N .I 0 _ N_ Y N I 0 J N N i N 0 N I .91 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 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 NCG01 Construction General Permit (Sections E and F, respectively), The l permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdictiorl•'. - - SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes ; - Permanent grass seed covered with straw or Stabilize within this other mulches and tackifiers Site Area Description many calendar Timeframe variations reinforcement matting days after ceasing : - Hydroseeding - Appropriately applied straw or other mulch land disturbance - Plastic sheeting (a) Perimeter dikes, . _ -1 Frequency Uniform and evenly distributed ground cover I swales, ditches, and 7 None perimeter slopes { 1 ) Rain gauge e g r etaining walls (b) High Quality Water 7 None (HQW) Zones If no daily rain gauge observations are made during weekend or Pl an . report to indicate compliance with app rov ed I (c) Slopes steeper than (d ) The maintenance and repair Complete, date an d sign a n inspection report. t. If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are available, record the cumulative rain measurement for those un- I allowed 2. Additional Documentation attended days (and this will determine if a site inspection is -7 days for sic Des greater than 50' in 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 length and with slopes steeper than 4:1 (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 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW (c) All data used to complete the Notice of intent and older inspection records shall be approved by the Division. Zones (2) E &SC At least once per -10 days for Falls Lake Watershed continue; and steps taken or planned to reduce, eliminate, and Measures -7 days for perimeter dikes, swales, (e) Areas with slopes . ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for F;31ls Lake Watershed unless hours of a rain 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 practicable 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 achieve 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 grass seed covered with straw or ; - Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers - Hydroseeding e Geotextile fabrics such as permanent soil Rolled erosion control products with or reinforcement matting without temporary grass seed : - Hydroseeding - Appropriately applied straw or other mulch , - Shrubs or other permanent plantings covered - Plastic sheeting with mulch . _ -1 Frequency Uniform and evenly distributed ground cover I Inspect (during normal sufficient to restrain erosion I i business hours) e Structural methods such as concrete, asphalt or { 1 ) Rain gauge e g r etaining walls Dail rainfall amounts. Y a - Rolled erosion control products with grass seed DLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS /F(occulonts.. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the nIC DWR List of Approved PAMS /Flocculonts 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 teaks and repair as soon as feasible, or remove leaking equipment from the project. 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 alternatives are reasonably available. 4. Locate waste containers on 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 all 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. S. Dispose waste off -site at an approved disposal facility. 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. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site 5 Prevent t he disc ha r ge of s oaps, solvents, d eterg ents and other liquid wa s tes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level 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 and properly dispose of any leaked material. Ut iliz e a licensed sanitary waste ha uler to remove leaking portable toilet s and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. 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. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. _,.;a f ).. .. e,t, , I NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE :: 04/01/19 CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 1 Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout frorn 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 method or product is to be used, contact your approval authority for review and approval. If local standard details are not available; use one of the two es of temporary orar p y c oncrete washouts provided on this detail. 5. 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 ri -moved 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, I 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 ad in front t 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 RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions, 2. Store herbicides, pesticides and 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. 2. Place hazardous waste containers under cover or in secondary containment.. Do not store hazardou 3. 5 chemicals, drums or bagged materials directly on the ground. 11, ., ,� I 7H CAROLINA Environmental utility - �p PART III PART iif SELF - INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF - INSPECTION The approved E &SC plan as well as any approved deviation shall be kept on the site. The Self - inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection p ersonnel 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. . _ -1 Frequency _. . . - . 1 Inspect (during normal Inspection records must include: business hours) Plan o r complete, date and sign an inspection { 1 ) Rain gauge e g Daily Dail rainfall amounts. Y a construction phase. P maintained in _ (c) Ground cover is located and installed Initial and date a copy of the approved E &SC If no daily rain gauge observations are made during weekend or Pl an . report to indicate compliance with app rov ed I good working (d ) The maintenance and repair Complete, date an d sign a n inspection report. t. holiday periods, and no individual -day rainfall information is have been performed. order (e) Corrective actions have been taken Initial and date a copy of the approved E &SC available, record the cumulative rain measurement for those un- I corrective action. 2. Additional Documentation attended days (and this will determine if a site inspection is 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 needed). Days on which no rainfall occurred shall be recorded as (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 "zero." The permittee may use another rain - monitoring device electronically-available records in lieu of the re q u ired 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 approved by the Division. upon request. [40 CFR 122.41] (2) E &SC At least once per 1. Identification of the measures inspected, continue; and steps taken or planned to reduce, eliminate, and Measures 7 calendar days 2. Date and time of the inspection, . and within 24 3. Name ofthe person performingthe inspection, hours of a rain 4. Indication of whether the measures w were operating �a event> 1.0 inch in properly, Q 24 hours 5. Description of maintenance needs for the measure, EN 6. Description, evidence and date of corrective a i taken. co dons i (3) Stormwater At least once per 1. Identification of the discharge outfails inspected, CLEARLY MARKED SIGNAGE "X24" discharge 7 calendar days 2. Date and time of the inspection, NOTING DEVICE (18 MIN.) outfails ( SD s ) and within 24 3. Narn e of the person the inspection, e co' on , NOTES hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil 1. ACTUAL LOCATION DETERMINED INFIELD ' event> 1.0 inch in sheen, floating or suspended solids or discoloration, 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE 24 hours 5. Indication of visible sediment leaving the site, I 75% OF THE STRUCTURES CAPACITY. FLAN 6. Description, evidence, and date of corrective actions taken. -- (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: SANDBAGS P. ) COHESIVE & , and within 24 1. Actions taken to clean up or stabilize the sediment that has left R TAPLE[Ty O S 5 hours of a rain the site limits, I event> 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future a CD releases. (5) Streams or At least once per if the stream or wetland has increased visible sedimentation or a wetlands ofsite 7 calendar days stream has visible increased turbidity from the construction or oftsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and �? ' -M accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division (TYP:} z x -. _, 24 hours Regional Office per Part IIi, Section C, Item (2)(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 facilities, completion of all land- disturbing 0 activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe oran assurance thatthey will be provided as soon as possible. NOTE: The rain inspection resets t h e re q ui red 7 calendar r da inspection requirement. 11, ., ,� I 7H CAROLINA Environmental utility - �p PART III SELF - INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. 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 Documentation Requirements tlon R ements E'q (a) Each E &SC Measure has been installed I 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, date locat ions dimensions and rein ' e elevations and si g n an inspection re p or t that lists each i show n on the ao r oved E &SC Plan. E &SC Measure shown an the approved E &SC Plan. This documentation re on tat on is required up the initial installation of the &SC Measures or if e E sure the E &SC Measures are modified after initial installation. (b) A phase of grading has been completed. : Initial and date a copy of the approved E &SC Plan o r complete, date and sign an inspection i report to indicate completion of the (b) Oil spills and construction phase. P release of _ (c) Ground cover is located 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 Pl an . report to indicate compliance with app rov ed I ground cover specifications. (d ) The maintenance and repair Complete, date an d sign a n inspection report. t. r equirements f or all E &SC Measures have been performed. -�, (e) Corrective actions have been taken Initial and date a copy of the approved E &SC to E &SC Measures. Plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation In addition to the E &SC Plan documents above, the following 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 of the re q u ired 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 122.41] SELF - INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: a Visible sediment deposition on in a stream or wetland. () p (b) Oil spills if: e They are 25 gallons or more, They are less than 25 gallons but cannot be cleaned up within 24 hours, They cause sheen on stirface waters (regardless of volume), or - They are within 100 fee ?t of surface waters (regardless of volume). f hazardous a Re leases o u substances in excess of reportable q ua ntities under Section 311 h Clean Water the Clea ate Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CfRCLA (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 (} p p Y g environment. 2. Reporting Timefram es and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional g onal office within the tmeframes 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. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment .. - -- - . Within 24 hours, an oral or electronic notification. deposition in a i - Within 7calendardays, a report that contains a description of the stream or wetland I sediment and actions taken to address the cause of the deposition. SANDBAGS jTYP.) OR STAPLES IDivision staff may waive the requirement for a written report on a case -by -case basis. O i - If the stream is named on the p 9i;t as impaired for sediment- related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance - with the federal or state impaired- waters conditions. - -- ____ (b) Oil spills and i . Within 24 hours, an oral or electronic notification. The notification release of l shall include information about the date, time, nature, volume and hazardous I location of the spilt or release. substances per Item i 1(b) -(c) above i (c) Anticipated �. --- _ -- - - - - -- -- ... -.- - - - -- -- A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)} j efifect of the bypass. (d) Unanticipated i - Within 24 hours, an oral or electronic notification. bypasses [40 CFR . Within 7calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance _ _ _ , . Within ,24 hours, an oral or electronic notification. with the conditions i - Within 7 calendar days, a report that contains a description of the of this permit that I noncompliance, and its causes; the period of noncompliance, may endanger I including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 i continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] I prevent. reoccurrence of the noncompliance. [40 CFR 122:41(1)(6). . Division staff may waive the requirement for a written report on a case -by -case basis. I NCGOI SELF - INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191 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 OF; 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 SE= DIMENT 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. 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, BAFF=LES 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, DECOMPOSE 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. 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 V VERTICAL 3:1 A ND ALL HI GH 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 SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEA VY R A INS THE CONTAINERS LIQUID LE VE L SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND RECYCLED. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER " 10 {) MIN. A a O O ',a SANDBAGS jTYP.) OR STAPLES O a z � 10 MIL PLASTIC 11 T o a SANDBAGS (TyP.) SIDE SLOPE LINING OR STAPLES .- 0 o a M (TYP.) oCD �a Q EN A, CLEARLY MARKED SIGNAGE "X24" SECTION A -A CONCRETE NOTING DEVICE (18 MIN.) WASHOUT NOTES 1. ACTUAL LOCATION DETERMINED INFIELD ' 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND /OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. FLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE ' -- CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE. HIGH 10'-0" MIN. SANDBAGS P. ) COHESIVE & , B R TAPLE[Ty O S 5 LOW FILTRATION HIGH SOIL BERM 10 MIL COHESIVE& a CD CD PLASTIC LINING 'LOW FILTRATION a a 1:1 SIDE SLOPE SOiL BERM s Z g o a �? ' -M io cv , a (TYP:} z x -. _, o- -' M 0 0 • a C� co 2,-0" O n W _ SECTION B B B SANDBAGS (TYP.) NOTES OR STAPLES 1. ACTUAL LOCATION DETERMINED IN FIELD - CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18 "X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT - AND /OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS " TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE (lb /acre) Ib /1000 sf RYE (GRAIN) 120 2.75 SEEDING 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 REFERTILIZE DAMAGE AREAS IMMEDIATELY, TOP DRESS WITH 50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 501b /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 (lb /acre) 0b/1 000 sf GERMAN MILLET 40 0.92 IN THE PIEDMONT AN MOUNTAINS, A SMALL -STEMMED NG Y B D M ST SUDA BASS MAY E SUBSTITUTED AT A RATE OF 50 Ib /acre. SEEDING DATES: MOUNTAINS - MAY 15 - AUG. 15 PIEDMONT - MAY 1 - AUG. 15 COASTAL PLAIN - APR. 15 - AUG. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 Iblacre 10 10 FERTILIZER. iLIZ ER. 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 I USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (lb /acre) Ib /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 I USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IE GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (lb /acre) Ib /1000 sf TALL FESCUE 80 1.84 PENSACOLA BAHIAGRASS 50 1.15 SERICEA LESPEDEZA E ED Z A 30 0.69 KOBE 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 /aere. PLANTS NURSE U 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 -SEPT. -OCT. 1 SEPT 30 SEPT. 1 31 SOIL AMENDMENTS : APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000 -5,000 Ibs /acre (68.9 -114.8 Ibsl1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 Ibs /acre (22.9lbs /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 TH ASPHALT, ALT NETTING OR ROVING V NG OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: IF GROWTH IS LES$ THAN FULLY ADEQUATE, REFERTILIZE 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 (lb /acre) Ib /1000 sf PENSACOLA BAHIAGRASS 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 AMENDMENTS 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 50lbs /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, VJ Q I- W W � V ) LLJ O Z III cc 0 Cn W E" Q J Q N T- co U Z Z O f_ (D Z 2 J �� U --I O J O A W i--- N ')cr C(-- ::)d' fr W .N LU0i O- U JZWpZ � a2ZZo O 0c� m -_ � - W wj � ?F CYo ) Z J� -�gN 3: T111 D��LLN�CS7 04 L� 1 V � a' Z z om X Z 04 0 0040 U O I 54 °N- o ^ N ' I0.-'i tI U 00 N Z � o r �W 0 G C\ cq C �,WW E ~'' N to 't P4 N in QZM Z en Z�o 2zz CD six N 'r--r 21125 DES. JST CKD. JST DRWN. RPH DATE: 1/17/22 • " •, CAf*o . % O: of °y•.2' = WSW R.) • 40 : -/ 1. • Vi 'Ir • • irk T UN- ••• C4.2 cfl M I U N U C N U