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Home My WebLink AboutSW5220302_Plansheet C4.0 - Grading/Drainage Plan_20220406III III 1 ► I 1 \\ ` \ \ \ \ \ kl -� \ \ -kIf �j / L I // // / / / / /I / 1, = 033612 I I / / I /TBaB[�NC THE IN 8 P1,1/E I /'51 122 10�/N#D88 LEI/ L 42.57 I I \ < \ < < < r r i / �r / / STEP WALL / i \ \ / / 1 I l / I l l , NGINS \N �Z UGT t / / ? -� L TW:432.00 / i / \ / �s�, S, ' v / / I / / / / / CONTROL POINT REBAR & CAP �� C/S $LINS �� -� TW:431.33 , / /-�hx� . �a / / // ►► � � / � \ \ \ \ \ \\ \\ / 1 V �$ �$��8\ � � g` '� � / / I / / / / /I / / / / I ( ) ��/ //i�iii�t► ►� BW:422.93 / _ A- ' \ - -/-� _ _ _ _ _ o �� STA: 3+25.50 / - \I \\ \ \ \\ \ \ \ I\ 1\ I /� I x� / / / /T / / // / // / / I I LOCALIZATION POINT / I NC GRID NAD 83/NSRS2007 N=748569.73' I / / E=2085686.64' 1 /'` �� i 1 l l r 8i 39 STEP WALL , / DISTRICT R/VE - STEP WALL / ��\ \� \ \ \ \ 1 ! // // // ' / / _ \ - , G� -- a o` / SR 177, STEP WALL I \ \ \ I 3 /l / l // l / / I / I 1 -1-- � / , ,' - i� � _ � UG TW:429.33 � o Q i TW:434.00 - -/-,z -/- _ - STEP WALL / TW 433 33 TW:434.67 STEP WALL T ��. I 1 / / / I I I I I I NAVD '88 ELEV. = 448.83' ) RECORD D RAW I N G - ' ' I r �i /7/j = �' _ TW:428.67 z o ( Q \ ' / I I 11 I - - HIS I 3 0 x - _ _ _G- _ 60 /W _ _--- -+.- 387 g _r.,z - BW:418.94 TW:430.00 STEP WALL % TW:434.00 TW:435.33 STEP WALL \ I ( / I I II I I COMBINED FACTOR = 0.999902990 / ��-- - _ - - - - - _ cr BW:426.65 / 1 _----__ I / / r, M <� / /-�-- _ _ _ - -g • +4L75 = - ` _ I WA29.33- TWA30.67 - STA: 2+11.51 BWA27.90 TW:434.67 �- TW:434.00 - \ 1 -® 3 - I II I I 1 I (SEE NOTE NO. 6) 'G''- 6 T 4 - BW:419.79 (� STA: 1+71.77 N BWA30.70 TWA33.33 ' A -w I I I I TW:430.00 - - A L N �` THIS DOCUMENT DEPICTS THE ORIGINAL RIPRAP - `=- - = STEP WALL 41 - - - - STEP L =--_��-� i STA: 0+87.01 N BW:433.22 / C5.1 E4 4U>409 - (7 = _ 4 TW:428.67 _ _ - _ STA: 4+20.00 TW:433.33 - -- - _ a' i l T 40-"�, BWA20.65 _ - N A5 A4 1 , I DESIGN REVISED TO INCLUDE \ \ \ \ ` I ► M\\ \ \\\ - 1 / / / / //i - _41 _ _ 2 - - - - - STA: 0+10.50 N / C5.6 / C5.6 / 1 CONSTRUCTION PHASE REVISIONS AND 414 STA: 3+93.77 _ _ P co M TWA28.00 - - TW:432.67 _ _ _ -->_ _ v r; / / I l l / AS -BUILT INFORMATION FURNISHED _ _ - 416 C5.5 - - - - - _ - T -< - d a M M I� S03.0 03°0T 2" / _ RIPRAP / �_ - --�414 BWA18.20 1� 418 BWA25.25 -- d m M N I � / / IN -PART BY OTHERS. _ - co 69.7T(TIE) / %/ / / �/ // STA:4+66.50 STA: 2+55.75 -- - _ _ -- 1 C/L OF OHP � � I �r � � / � I / I N III r / / / '' /� 418 5+ ST 421 _ _ 423 _ Y1 ^ �t I d w p ( I WHILE THE AS -BUILT INFORMATION IS \ \ \ \ I I n \ I I / / / ,�- STEP WALL U = 424 - _ _ C5 9 - � I I l BELIEVED TO BE RELIABLE, THE O M O I I I I �1 I // / TWA28.00 _ 4+Q _ _ 0-\ U�P \ \11 II\ / Z ► 1 Ir 0 III IIII \ Z I III , / TW:427.33 TW: 426.67 TW:427.33 _ 3+ + 427 TW: 433.33 - - 428 _ � _ •==L_-_ _ \ \_- �- UGP I 1 I / DESIGNER CANNOT ASSURE ITS \ 1- \I 1, \I m,l m ► II II 00 !>�__ TBM BENCHT/E /N 98"POPLAR I \ 1 \ J I I I TW:426.67 TEP WALL +50 430 _ �M ,_ I ACCURACY, AND THUS Is NOT \ \�11 IIII 1 I tv I I I I - 424 BW:425.71 BW:417.26 STEP WALL 4 BW:433.22 _ _ _ 6 w� ��L iZ / / \ I \I 1I I 1 I I I I I I I I BWA18.07 O TW:431.33 B5 -__ - (- RESPONSIBLE FOR THE ACCURACY OF NA VD 88 ELEV. = 393.34 \ M p1 I I q I 70 I 70 III I I ,� TA: 4+9 25 TW:432.67 C5.6 - - 4 _ - - - _ _ _� 434 434 \ M- - - PL ✓VEAo ASEMENT I ` \� l THIS DOCUMENT OR FOR ANY ERRORS \ <� \ 1 I ' 1 1 \ \ \<\ I \ III 1► I I I I I I I ► I STA:5+15.00 / 428= TW:430.67 TW:432.00 I ■ ----� C5.9 T---=-------I nl OR OMISSIONS WHICH MAY HAVE BEEN BW:421.88 ,\ < ----____-- \ I \ / BW:424.21 \ \ \ _ \ \ \ \ CONCRETE � � l / INCORPORATED INTO IT AS A RESULT. Cl STA: 3+57.01 DMSTA: 2+2+8 cjry I \ \ _ STEP WALL --------- - \ \ I 1� ? 1 I l l l THOSE RELYING ON THIS DOCUMENT \ \ \ , IIII I \1 \ I \ 1 \ I C5.6 / 1------- / / / _ \ co I TRANS ORMER FAD \ \ \ \ < \ \ 1 I 1 1 I \ rn 1 \ t \ D 1 D , , I I 1 � � ap �,.� \ \ \ ARE ADVISED TO OBTAIN INDEPENDENT �\ \ <\`� \ \\ \\ 1 1 1 \ < \ w riv ) II \I Z I z \11 \\ `II I \\ \\ - _ 50 TW:435.33 �''O - - \ - I wo c� < I \ I I \ \ \ \ \ \ I I \ w m I I ► \ I I 1 1 11 \ \ I \ r, I / / HIGH -POINT I \ \\ \ �_M ��, \ \ \ , / l / / VERIFICATION of ITS ACCURACY BEFORE I < \ \ N 54'3143" I I / APPLYING IT FOR ANY PURPOSE. TW:434.67 3 8 ■ � \ 1 \ Y2 �,, I \ 35.90J � I I QS I \1 ( 1 1 \ 1 \ I "' � ' 433.30' < o \\� BW:429.32 \ 1 r - C5.9 ) I 4 f r' o ► < \ I \ \\ // , \ \ A: 1+26.00 - 1 ' 8 I \ _ 11 II I \ / / / / \ \ \ STEP WA L _ C5.9 I I\ \< \ ` \ \ \ CFI \ \ \ \ \ \ \ _ 11 I I ► I \ I c� / HIGH -POINT d _ _ \ I I \ \ \ i I I I I / I I / I I o 1 I I 1 I \ I I I / 433.13 I \ \ TW:434.67 '� \ \ < < I \ \ \ / 1 1 , 11 \ \ I I <, O / \ \ - _ TWA34.00 _ I 4 A3 \_ \ < I \ \\ `\ I / / / / U ti'lllr �111\\ \II \\I I ►' \I I 111111,► �, 1 I ► ' M ' ' ' / _ _ - _ , , \ . \ ► I l / I I ► o \ \ \ \ \\ \ \ \\ \ \ \ < O I I I I / 1 / / / I HIGH -POINT 4 % C5.6 \ \\ \ lI I I I I I C \ \ , \ \ \ \\ \ \ \ x II II STA- I 0 \\\ \ \\\ \ \\\`\\\\` \\\\ \ \ \ �'If ll.``\I \I I IIII , + 11I111, \ I II I I I I. �� / I 435.25' ,a a _ ,- ------ / / 50j I I \ < \ \ ) I I I N E \\ \ \\ \ \\ \IIIIIII/J I I I I/ I I I w z / / / / p� 6 - I a a - _ - I I ► \ \ \ \ . \ I / / / / I I ► / o = \1\\�, I 1 1 ► / / p3 / HIGH -POINT M 4 a - - _ a a a \ . .I 11 I I /� )cam 1\ I I \11\ \ I I 1 I 1 / / / / ' ro B6 \ - - - _- - \ \ I / I 1 I I I I (D �� II I 1 \ [, a _ \ C5.6 I I I\ III/I l l ► p in E \ \ 1 1 1 \ \ 1 c° I / / / / 433.30 ° I 1 Al r \ III I / l/ l I I I 1 \ ¢ \ 1 \ I 1 \ x I cn t I I \ \ I� \ Ik a - � / � I c+� � \ v I l \ \ - \ 389 ' / �t \ I \ \ ` �t N ao / I 2 a I \\`` 1 I I 1 I\ 1 1 „ \ I► I j I II I \\! \rn I I ` C \ \ ` 1 438 _ a a a a /' I / I I I I �`) `� I_ 1 I I F_ �- \ IIIC5.1 �\ \ \ I \ \ \ / \00 \ 1 1 I 1 1 I III II //r ,� I \\ \ \ \ \ � I < a � a l:_ _ a � \ \ I I I I I I I I III III ► 1 1 , 1 1 I III �� / I II` I I 1 a 0 2 D I = I I I IIII \ / / <// / / -=F==� I__ I \ �'� 0 w O o M \ I I I I 1 J I w C2 \ - - - C5.6 Yl > \ I I I I I I I 1 1 I I ( \ A2 I_ \ I 1 1 I I II / ► ► 1 i rn 1 \ 2 \ \ \ \ \ ` _ a a I I / h�/ / / I __ w w I \ \ \ \ \ a a ' _/p"�/ (/ / / / ` / ii / I z W rn C5.6 \ \ \ \ \ \ � W \ \ 43 a a / � � < j I / l \ �J� h/ / /(l I // j r� \ _ � \\\ \� �•�I I I IIMI 897 1 C5.6 \ \ \ _1 4 \ / I - I \_` -39 t\ 11 11 ' 1\ ` \ \ _ \ <- < _ d - 2 _ 438 RIPRAP / / / / / / / II 1 u "' x 1 1 I III I I \\ \\ \\ I 111,1 1 ,- u ¢ Q Q d¢ I I J . 11 \ \ < \ \ // / / / / \C5.9 // / / n� ¢ W I I 1 1 \ \ \ \\I r l 1 ►� 1/ / \ < a z 0 I I I I I II III IIIIIII 1111,1 \ I \ \� 1 0' m I ` \ 4 I _-- C5.9 _ / , I / / / ////�/ I// / / / / u o 95=3, _ 39 1 I ( < \ C5.6 ■ 5Q ` \ \ \ _ a a / I / / / / / / / / h / / I / / / / / ii I 11 O °' I I I I I I I 1 1 I 1 0 rn/ = 8 11 / 1 B7 I //////(II I \ ■ �\�� \� 4 L_ ` � a4 _ � / ' � > r- v I I I I I I I I I I \ I\\ ---- ------- I L I I 1 I \ \ \ \ 74, <�' \ / // I ► \\ \ \\ BIORETEN I ION 42 3 / / , / / / / / / / / I I p o / / / / 1 I I I I I \ \ \ \ \ \ \ fl \\ \'�n1 / ( \\ \\ \ \\ w o �;vrn I / / \\ \\ \\ \ STORMWATER � C5.1 � I 4 � � - � a � a � 1' I / I / / /' / / / /�b� / I / I I / 1 � o, I I \ \ \ \ v �,MI \ \\ \ \ a a _ \\ \\ \ \ \\\`\ \\A\� rnn�.L \ \ \ \\ \• ?? �2 \\ \� i _ / I I O/ / , // // /�//'/ / / / // I w I` CONTROL MEASURE \ \ \ \ G'1.� 4 I 1 \ \ \ \ \ \ \ \ \ \ \ \ \ I t 1\�� c3 I \ \ \ \ �� A2 \29 4 \ \ \ \ 1 _ as - a 37 I / / / / �/ b / / I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 cr g2 ,1„ \ \ \ \ \ \ NC 28 � � 4 \ \ � \ I i a acp I DATE \ 1 \ \ \ \ \ \ \\ \ \\ \ \ \ \ I N I III \ � \ a a ' I / / / / / / �/ / l 21 JAN 2022 \\�AIMf IIIJf! Ili `\ \ ` \\\��\ �� S/ % \ 6 \ \ \ C5.6 �38 I I a - -/ I ' , / / / / / / / \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ < \ \ \ �tl , v [� \ C5.7 DRAWN BY \ \ \ III 90 / _ 8 Q \ b • WA \ \ \ \ \ \ \ \ \ \ \ \< <\ \ 1 < 00 sto `Sr �. '9' \ \ \ \ C5.1 Q I // d a - J I l ' l l l \ \\\ \ \ �\ B � a I , / l l \ \\ \ \ \ \ \ \ \\ \ \ \ \ < << a !_ 39 - - ='\ \ \ \ \ ..o o� oo ♦ �T �\ \ `�2 I / l a d I I / / / / / / ll / • DESIGNED BY 00_= -__ - -�\ �o F; 1 B3 �� I , I O / / I I l� _ _ _ - TBM-BENCHTIE IN 12" PINE ;� \ \ ��` \ \ \ /Q/� C5.6 ,� I I a / a a _ _ _ I / I M / Z O Z / FS NA VD '88 ELEV. = 398.91' \ ��\\ _ \ \ \ I 36 / if CHECKED BY _405 - _ _ _ -404 _ - - tea`\ <, << t \ ` �'9 �� '� < I I I 1 4 - I ►/ / / / aj I Q' k(/ h / • < < < \ a -405- _ - - - - /� TW:437.67 I / / / I b I �, I • • FS -406 --------=! a\�O` \ ��g7�� 0 _ _ I �\ < \ < \ I I I \ ° - 4 BWA36.07 I l l l I I I I O O -407' - \ \ \ -422_ _ �{ < _ I I I v I \ \ <\ \ \ < \ \ \ I 1 l -j � - I I SCALE STEP WALL I oo STE WALL / I l / l I I I I Q ~ I \ NTS TW:438.34 I TWA39.00 TW:437.67 0 TW:438.33 I / I / / I O \ • < a J BWA35.47 / O ` \ </ I \ \ \ \ \ \\ \ I \ \ \ I / - - BW:435.78 I I STA: 0+34.5 / \ \ \ \ \ I I \ \ STA: 0+17.3 E 3 1 B8 >8 - _ - _ - �_ < \\ \ \ N N F I \ \\ \ \ 50' \ / / / / = I / STEP WALL I r Q \ \ < Q \ ✓ 4 TYPICAL OF 12 C5.1 C5.6 - 41 - - - _ - - \ ► `�`� °' I I - I TWA39.67 1 8' RIPRAP LINED / \ 9' - _ I I I \ \ I / ' l o I a '� EMERGENCY / _ _ _ -_ ; 4- HIGH -POI _ _ - \ \ I I HIGH -POINT N 50' / / / I I I ' \ ' \ / C5.9 ` STEP WALL I BW 435.106 1 1 \ \ I --I O SPILLWAY 428 _ _ - - - - _ _ \`< I 50---4 STA 0+51.79 1 \ \ _426` 427 - _ - _ - _ _ \ - - - _- _ _ _ _ \�l 11 / 430.80 c� co rr STEP WALL TW:437.67 / �* I 4 TWA40.33 STEP WALL I C5.5 I I ` \ \ LI_I I\ _ _ r� , 1 TWA37.00 \ \ _ � / I w d- TW:439.67 TW:440.33 \ - _ _- - _ - _ _ - _ _ - _ - - _ < / / / w BW:435.55 ch SOD WITH CELEBRU ON BERMUD•A- _ _ _ 9.6' \ - _ _ _ _ _ _ _ _ _ - - _ 1 \ / / BW:435.12 TWA39.67 I 3 - - - - _ _- - _ _- _ _ _ _� - _ -� / / / i / STA: 2+04.00 STA: 1+54.50 1 STEP WALL \ \ i <,\ -F--- - BW:434.86 I/ / 9.6' - C5.1 _ - - _ _ - _- - _ _ � - _ __ _ _ - _ =_� / / 1 � - -�- - -�- - - - STA: 0+69.00 p� I o <r- I TW:440.33 BIORETENTION - - � - - � = 1 - - - - � - \ - - - - _ - - - _ - _ _ - _ - _ _ � - - - - _ _ ��` � / I B2 C5.6 ' / µ _ BW:434.37--------- ----- - 0 ® o d I BWA34.58 / y STORMWATER - 9.6' C5.7 1 - _ _ _ _ _ _ _ - _ _ - _ _- _- _ _ _ _ - _ ► I ► , STEP WALL --- _ STA: 0+84.79 " TBM-TOP OF BOLT \ _ ` v B3 i S78° TWA35.67 +7 \ W / A - - - - - - --CONTROL MEASURE- -� - -�- -- - - - - - C5.6 - - - _ - - _ _ _- _ _ _ - _ - - _ _ __ _ _ - _ _ _ _ _- _ _ _ s054"E 6s4 j TW:435.00 STEP WALL 3. 2+ \ 1 NAVD 88 ELEV. = 448.58' w U) _ _ _ 9.6' - �:6- -�3430 _ BWA34.84436 TW:436.33 `/`�}�\�U -------------------0- PERFORATED ail + \ BWA35.07 \ STEP WALL i� / / TW:435.67 � J O OUTLET STRUCTURE _ - - _ - - - _ - _ STA: 2 44.50 4 2 \� \ r I \ _ 9.6 _ UNDERDRAIN (TYP.) - _ _ _ - _ _ - _ - - / -STA: 2+31.00 441 443 sTE ALL \ TWA41.67 �� ` Q U _ 426 � - - - - - - - - - - - - - - / �� TW:439.67 STEP WALLS �\ < \ �\ �/ � TWA41.00 \ \\\ 428 427 _ - _ - - _ - _ - ' - ' - - - - - - _ - _ _ - - _ _ _ _ _ - - _ / STEP WALL TW:439.00 4 BWA34.29 r U - _ - - - _ - - - - / TW 437 00 I BW 435 57 TWA41.00 t < ; <� WgpE --- _ - _� BW:434.28 C5.6 B1 STA:1+00.54 <� Z\`z z ----------�29. ----------f�OP-Of-BEfZI�}-- - 3:1 SIDE SLOPES ----- _ , - \ \ _� ( Al/EjVU _ _ - - - _ - - - _ _ _ _ - - _ _ _ - - - - ' - _ - _ TW:436.33 I STA: 1+67.27 + _ \ 429 - _ _ --__ -___ - - - - -- A:129.00 5 _ 671� -VAR/qB�E EEXTEjVs� �- ��_ - - - - / BW:435.35 STEP WALL /�G�V07- \ T n 428 1 1VIDT/�'R ON ---- �� ------- - - - - -- ___�-STA:2+16.75 TWA39.00 R/(N \ \ + O J cn� 427 _ - ^ ` _ - �/% - - - - - - - s - - _ - _ - - - - - - - _ STEP WALL TW:438.33 STEP WALL �'- \ \\ SCALE 1 "=50' LL h _ - - TWA38.33 TW:441.00 O _ - - -SCALE 1 "=3Q` I ` ' 00 I - - - - - - - - - - - - - - - - BW:435.90 S 82 0346„ ^ Q w / �- - ` - - TW:437.67 TW:440.33 E 161.57' ` \ < ' / _ / - - - - - - - - - - - - - - - - - BW:435.76 STA: 1+80.00 BWA34.72 - - - ' INSET A: BIORETENTION DETAIL REFER TO SHEET C5.7 \ ' < / �7gi� STA: 1+91.25 STA:1+43.25 - ' 145.03.�r/E N v _ 0 30 60 � � I I-� ) � � Q _3 NOTES CI)RVE RADIU J ARC L NGTH CHORD LENGTH / eHORD AARING D TA NGLE\ C / 9522/.13' 438.82' / 438.7,8 / S 7 °19129",,E' T38'26'i ` C2 952.13' / 45.86' / ' ,' / S 74°52'0 " E 0° 16' DRAINAGE STRUCTURE SCHEDULE STRUCTURE NO. PIPE SLOPE PIPE DIA. PIPE LENGTH PIPE MATRL UPPER INV. LOWER INV. UPSTREAM STRUCTURE DATA UP STRM DN STRM TOP ELEV. DEPTH TYPE (IN) (FT) (FT) (FT) (FT) (1) (FT) Al A2 2.50% 24 13 RCP 433.50 433.18 438.00 4.50 FES A2 A3 2.50% 24 106 RCP 432.98 430.33 438.00 5.02 DI A3 A4 3.68% 24 33 RCP 430.13 428.91 435.80 5.67 DI A4 A5 1.00% 24 71 RCP 428.71 428.00 436.50 7.79 DI B1 B2 0.98% 15 374 RCP 431.00 427.32 433.90 2.90 DI B2 B3 0.50% 24 223 RCP 427.12 426.00 430.40 3.28 DI Y1 Y2 0.71% 8 245 HDPE 431.27 429.53 433.50 2.23 YD Y2 B5 0.71% 12 210 HDPE 429.53 428.04 432.80 3.27 YD B5 B7 0.71% 15 190 HDPE 428.04 426.69 431.80 3.76 DI B7 B8 0.78% 18 89 HDPE 426.69 426.00 432.80 6.11 MH Y3 B7 1.96% 10 194 HDPE 430.50 426.69 433.80 3.30 YD C1 C2 1.00% 15 210 RCP 422.00 419.90 425.80 3.80 DI C2 C3 17.87% 18 141 RCP 419.70 394.50 426.50 6.80 MH ABBREVIATIONS: DI - DROP INLET FES - FLARED END SECTION MH - MANHOLE YD - YARD DRAIN RCP - REINFORCED CONCRETE PIPE HDPE - HIGH DENSITY POLYETHYLENE (SMOOTH LINED) PIPE 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE 8. IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN NCSCO AND OSHA STANDARDS. AREAS WITH 3 INCHES OF IMPORTED AND TESTED TOPSOIL 2. THE CONTRACTOR SHALL RECYCLE MATERIALS REMOVED THAT MEET THE SPECIFICATIONS. FROM THE SITE AND SHALL PROVIDE DOCUMENTATION 9. ALL SIDEWALKS SHALL HAVE MAX CROSS SLOPE OF 2%. (SWAR) THAT THE MATERIALS HAVE BEEN RECYCLED. 10. ALL ADA PARKING SPACES SHALL NOT EXCEED 2% SLOPE IN 3. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING ANY DIRECTION. CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE 11. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS. CLEARANCES TO CROSSING UTILITIES AS INDICATED IN THE IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING DRAWINGS AND SPECIFICATIONS. ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE 12. PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM LAND DISTURBING ACTIVITY. IF THE BORROW OR WASTE 13. PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY UNINTERRUPTED ACCESS AND TO ADJACENT FACILITIES. SHALL BE CONSIDERED SEPARATE LAND DISTURBING COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT - ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT DOWNS WITH THE OWNER. POLLUTION CONTROL ACT. 14. SEE GENERAL NOTES ON EXISTING CONDITIONS AND 4. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND CONSTRUCTION (ONSITE AND/OR OFFSITE) AT NO EXPENSE PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. TO THE OWNER. 15. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL 5. COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, INFORMATION. OWNER'S CIVIL ENGINEER, AND OWNER'S MATERIAL TESTING AGENT. COORDINATE THE PROJECT SCHEDULE WITH ALL PARTIES IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE OPERATIONS. 6. ALL STORM DRAINAGE PIPES AND STRUCTURES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 7. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE CIVIL ENGINEER, KEY NOTES (a)RIP RAP OUTLET PROTECTION ligMODULAR C5.5 BLOCK RETAINING WALL C5.6 FLARED END SECTION 4 C5.6 DRAINAGE MANHOLE OD C5.6 STANDARD CONCRETE DROP INLET ❑■ C5.7 BIORETENTION STORMWATER CONTROL MEASURE C5.9 YARD DRAIN O C5.9 CONCRETE UTILITY CRADLE 0 C5.9 STANDARD STORM SEWER CLEANOUT REINFORCED CONCRETE STORM PIPE HDPE STORM PIPE SOD BIORETENTION CELL WITH CELEBRATION BERMUDA O �z Q U Q U Q W o 0 V) z J z = o ZS U Q _j O _j � z F1 J ~� o O 0 Q � < N uzLu(D � Q D O z W z '-' J > 0 L.L < H Q U_j J 2 O M O z � JOB NO. 42866 SHEET NO. C4.0 L 0 a -0O v0 a� N �o o M c 0- 0 C c v v c c 0 _ U v a c L � 0 3 a� m 0 m L a 3 x c 0 a� 7 3 o o:F; � 3 0 v, �s Y 0 c