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Home My WebLink AboutSW5240601_Plansheet - Grading/Drainage Plan_20241024 'r \ � I�I 1\��_` ---•1 _ -r_ - --><-;�;�- �--- _ � 1 1 � �\ \\ 1-1SG / II I \ � \ 1 / � I III NOTES of .' T/ / 344.07 /34� // �f // /� Iii I \ �UG, --a \\\\\ EXYDI , �/ I I IQ I \ \ c11 \ I II III 346.02 342.36 344.08 74 346.52 � III YD1 � Ci I \ \ \ I 0 \ ' / / / I b I 1 •, • =I / '/I RIM=342.35 UCgT \\ LM=345.18��--~\ \� / I I I \ \\ \\ \� / / \ I I 1 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE& LOCAL CODES,AND OSHA p 0 - \ rI I 346.33 �I III 1N=340.10 V 343.0 I /\ -- \ I \\ \ / x\ I I III I STANDARDS. 9 w - w EXSSMH „7 w / OUT=34 -00 � \ - �� I I \ \\ \ / / \ I I I I I 2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL PERIMETER EROSION w x w � � R1M=341.33 ADMINISTRATION/DORMS" II 0"� _ _ _ 1 ,l U)N \ �--� `D INN-336.58 2 STORYBRICK � / __� \ I I \ I 1 � \ / / - - - - _ _ I I 11 /I , CONTROL DEVICES ARE INSTALLED. REFER TO EROSION CONTROL DRAWINGS AND SPECIFICATIONS. ( )- w �I -_ -_ \\\ 12"RCP O 1 ICI I \ Q 1 \ \ I / /OUTS=333.83 -UCATV \ o�� FENCE \ \ -_� � ( ) � � � I � \ � \ \ \ / I II 1 I NU/ I l FOLLOW EROSION CONTROL PLAN DURING SEQUENCE OF GRADING AND ADD/ADJUST EROSION �� m<a \ I �, ®- -L�� - - v /J h \ � I C1 \ - / I Li- x I I CONTROL MEASURES AS NECESSARY TO CONTROL SEDIMENT AND EROSION. , - I (�� \\\ 12'RCP � i I � \ G) _ H / �I '� 1 1 /I \ - Z z z \ \ I I - �1 345.92/ 6"DlP / 345.87, I ��"/f I I\ i I \ I / � I / Q I \ I \ I 3. COORDINATE THE PROJECT SCHEDULE WITH SBI (OWNER),ARCHITECT(LS3P),TIMMONS GROUP • 3:0= 1 L//,/1�1/1/1/1/ 1/1/�/ � /11�1/1/1/1 /11/-,-//-,/ �' I11 1 �� \ I I / ,`' � `i Ij I� _ - - �� 1 \ (CIVIL ENGINEER),AND CONTRACTOR WORKING ON THE ADJACENT PARCEL. MAINTAIN TRAFFIC x _ a - 71 -s- \3 ' Ly �' \ \ \ I / I I \ I FLOW AND DO NOT DISTURB OPERATIONS ADJACENT FACILITIES. Z w I \ III I \ - _ \\ U �, _ �-W \ ?o I ' 4 - I 1 EMPTY � I I \\ III \ \ I \ \ \\ I r I V II I I \ 1937 W o r 1 I - - d,\ � c' - -2/ AT I- � T! I \ \I - - - � - x ) I 4. OBTAIN OWNERS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,OFF-HOUR,OR ` � 1 x - - - S - _�w-_� -''��- - - - - U , ASPHALTPARKING 8"CMP 1 ��'� EX 11 I I \ - - - - - \ / / ' III ' / TEMPORARY UTILITY SHUT-DOWNS OR DISRUPTIONS. 46 I _ DIS �w \ �w� _ ry - � - - - 1- - - - - \ )i ; �� YDl \ \ \ \\ / - _ I I 1 I I I Io r ` _ -/ - \ I \ \ _ 1 I I I �- 8"VCP I \ \ ��A- - � \ RIM=345.21 II I \ I \ ��l_ _\ / \ // I II I I - II S. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL ■ Unmy \1 -IA1 I I - -- w- - �\ 1N=343.76 - I I \ - �U \ . I III APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON "' "r- W 349- - r EXYDI W �� OUT=343.21 I \ E I \ \ \ / �\ / x I � I III I I 1 CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE I_ � / OLD /T fl GEN. QLD - I� - � 1 � 1 E I -t -,� _ _ - � EX � \ - I I _ _ Q \ \ _ I \ // O -UGP� � I I I I I I RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW North Carolina G AJ EX \ \ DUCT 1 RIM=342.52 \ - 1 I I P _ _� I � \ I -I - - - - ( _ I_ _ \ i c / I N C? II I I I OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED � / `I I -J - - j� I BANK �/ C - I = r - Q OUT=341.16 - / i � ^ �jGR340 / I - - - -I � T I �� \\ f _ III 1 I I SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT �_ 0 J `I \ - RlM=3'36.71 / \ \ ' \ I W I - "v �j�`�� -- / I � \ \ I I I 0 \ � � \ I // '\ z I N I I I I I POLLUTION CONTROL ACT. State Bureau of J Q OUT(SE) 335.51 \ � - - - I cn q P / / \\ II 1 / G I �'`%, I _ ___- - _ VOC,P � - I p r _ _ -33 / I oo f J / T/fjT/T/T/ / I I I \ 1 I _ _ - - - - - - - - � i i \ / x I I I I III 6. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE)AT NO / - . Q 11 \ - --, / 9 _ / �AN� ' 336.01// 346.92 //////////// I � c c I I II I � I It � � . I I 1 I EXPENSE TO THE OWNER. Investigations - / V �� X \\\\ \ _ -I / GQ I I-I�-336.07 I G) 0 D I I 1 SIGN ry I ii I O I I 1 I - - JI/ f I II II r - - - - - - - - - ", \ I � I 7. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH '7.46Elk ir ; 7 - \ 8"V \�GP ". I r- � /J I I\ �` 8-CAFETER/A" j" _I, I I � � I I I I �- 1 -�\ � � ,,-� \ �/ I I I I 1 I NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCDEQAND THE CIVIL ENGINEER. V _ - I 33746 � G� ZD2 STORY 6 CLAY \ G�OHT / I- \ \ - --- - - ' - - - / I I (6-:, BRICK ■ ■1 -■ ■ - ■ ■ �- J ( � \ --a1�I any \ hl"/ I I trn I EX - J �"`N�',J � 1 \ � _ - - - - � �I I I 1 J 8. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE \ - � 1 \\ a\ I "?,'gyp I I4 l ________ I I ■ I \ x .I 1 I I , STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT 11 / I It � co I / \ �_ OUT 34 86 ♦ --1 \ 01 ■ Q. / I- - J I I. III I , I CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. O 0 'I, � 9 SB/ w i I \ I / \ / � ♦ \� _� , C� I 1 H \ K �-- - """- - / c >zS - I II 1� I I / \ 1 1 9. IN DISTURBED AREAS,AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND ---------- 346.97 D 0 �\ CLASSROOM" _I- \ \ \ 1 - -Z Z/ / ■ ■ ■ ■ ■ ■, - ___ I F / -0 I 1 1 / /' TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.SUBMIT DOCUMENTATION ON THE PROPERTIES 1 STORYBRICK o I -I \ _ II / k \ \ I L -"""-""""1 ■ I � x I I I 11 L/ I'\ OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY BE USED IF PROPERLY SCREENED AND J I , / ■Ili /� \ - \ \ I JG _UGP LIMITS OF CONSTRUCTION C I ----- ■ 0 I I I AMENDED. REFER TO PLANTING SPECIFICATIONS. w 1111�1 / ■ � �,><` .�,� ■ ■ . � ■ ■ � ■1' -_\ - � I � I \ � I\ I I 111 - I J/ O�� ,/ , - \ \ LL LL L LL�L L L LLLLLLLLL Lc""- \ �� I I I 10. REMOVE ALL STONES,VEGETATION,AND DEBRIS LARGER THAN 1.5"WITHIN TOP 5" OF FINISH GRADE o -- - _ / \ LLL�sz `' L �L�� I _ i /I -UCATV- _ I \ 1 1 V - I M i \ \ ' \ / \ �5z L R�� L -_-_-_-_-_-/_-"_- I�' ) \ - - -UCATV- _ I 1 III SURFACE. / . I/- `� I \ ' - � " \ � u'3 \ �� _/_""_rII ■ 1 -,� - -UCATV- - - - _ - - ' I I I 11. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE AND SLOPES PRIOR TO / / EXSSMH M I ■ / cn 9 LLLL LLL LL�-L L L LLL�LLL LL ____ 1 _UGP -UFO - H TH // UCATV I I I 1� PERMANENT SEEDING.OWNER/CIVIL ENGINEER MUST APPROVE FINISH GRADES PRIOR TO SEEDING. ■ -I - 1 R1M=335.07 "'/ I ■ \ cn ` - - -- L \ �� 11 ` I \ / ' I 11 - - - - ��_ N(N)=328.92 1 ( r` �< - "a" - _ N I " -_- w- - - -N/- \- - - w- _ _ I I VI I 12. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 421 N HARRINGTON STREET SUITE 700 - -_ _ - _I - _ - - - w- - - - - - H 0l1 T S-328.82 co I = °_ L` _" F fro"_ J 1 a \ �/I I ( )- I - �"� " e\=_.,_ 1 =i __ ._ ._ - --" ■ c� \ w RALEIGH, NORTH CAROLINA 27603 v _ _ -_ �// \ - - 113. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. _ - - - - - I M i : _ `•"` I =`\" / 1`=`i,' �� I -- _ ■ 10-XF \ -W'r- - - - x �} I 1 TEL. 919.829.2700 FAX. 919.829.2730 --a- I I 3 i -----f_- X \ X X I ' _ 14. ALL ADA PARKING SPACES ANS STRIPED AREAS SHALL NOT EXCEED 2%SLOPE IN ANY DIRECTION.' 1 I ". 0 �j A I 3, 3 W RD °�•- , - WWW.LS3P.COM / / GRASS o \� �r I I I CAMERA \ / - x x x II 11 - - _ _ _ _I / / ' \ _ <- = RECREATION I• f _F•" c�-------- I \ \ \ \ - \ 0/ I■ ■ _UGP 11 15. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS i�,� - I- I I UTILITY VAULT y / / I .- \ _--- // _I_-______-_ -"�" I • I POLEAND \ / - I = \ AREA # I =•I 350.03 _ . _ i ' --- --\- I ♦ \ KEYPAD \ / \ \ \ INDICATED IN THE DRAWINGS AND SPECIFICATIONS. i A* •. " l RIM-342 03 16 OVER IS LESS THAN o ICI' ® FULL OF WATER \ '=_'= I _ Eo _= 1 a" 347 - = I / - - - \ 111 J - __ j_" c+� . I _ <•_ 1 I - -Lll� ( \ �� c P y - - - - OUT(SW)=340.03♦ r - . _ _ ii EX 0 UGP - J _ ` _ _ \ \ _t -" _ I_ ` - - �o :-��w�■-r��r fir■ ■ ■ ■ \ I� 24 INVADD ADAPTERS AS NECESSARY TO CONNECT SMALLER TO LARGER PIPES. I / fir_ --------- - - - _ _ --- --------�P`' ► I v \ __ -_ ..�I ( -- -I- KEYPAD _ / r ■ 11I 1 ■ ♦ TIMMONS GROUP YDl I I , I I I r--}--, I 1 � !L J --._+ //{ • Il " '1-+ - ,1 ♦ ^ \ \ \ r =330.39 c� I I '\I I , ' ' I .NI I \ I C :"•" ;"-- ` '- .4 / ' : I _� " " _i• " ---- F-----"- ♦ l � TOC=342.87 / ■ � III 17. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT / I- - ��cz - I I I TANK I I 1 1 1 1' IIII 1 I I \ ` \ __+I L \ - - \ \ I \ \ �Icj,�/ cn ENGINEERING I DESIGN I TECHNOLOGY IVII ' _ ' /" ' I • _ $ FRENCH0 IN NE-339.75 ram` ��1 SMALLER TO LARGER PIPES. =327.05 - I I ' I I I ■ \ \ `� F, '�/ ___ - - - - - - - \ r�`� OUT S -339.65 _ /�l i' 1 11 r I I___+�________1 I I � I I I 1 I ` - ` \ ♦ O 1 NC LICENSE NUMBER C-1652 --- -----------I I I 1 � 6 - UPPER •"- '\ / -= - \ -n / I I L �________ I I )I ■I) �, ALT. 06 I �'`. - ■* i ■ ■ ■ I 1 ) _ r `/ I 18. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER. LOCALIZED Timmons Group I---I- I I C) I L1 I 1 = PATIO I 34 1 �N \ ■ / \ c� I I I/{, Icy I Q d• ' k1=,-1 8 :_ I I '�� ■ ■ ■ �/ / 1 DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED 10:1 SLOPE I M I co � r"" -_ _ _�_; --- _ --_ I / GPr // ■ Attn: Frank Slinsk PE I 1�ANK I G) - �, O I y� II I I I _'_ - ___ I , M $ __ I"," : :_ _ _ i_ _ I ` ■ \ \ \ - - v/ // 15'RCP 1 III I / I ' / --/�__ I I 1 - -.-" 1 _ " '� ,-_ - _ """""- I �j 1 - - _ _ _ I 19. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY SYSTEMS, 5410 Trinity Road; Suite 102 - - / i '------------ I I i 1 I EX YDl I I H306 6,, v� 1 -:" _ 1 -UGP -UGP- UGP- - U // \ ■ 1 - - ~" I I I I I \ . -= C-890 ° w I' L " 1 = I - ' _ °' �-- _ / o II \ I I STORM SEWERS,AND THE STORM WATER CONTROL MEASURE WETPOND SCM . REFER TO AS-BUILT Raleigh, NC 27607 _ II I I , I I RIM=331.32 I " . 1 ` L ,rf• !� -_d=" = c 1 _ - I - - ________ - -__��______ - - - - �� ( ) - - - - - i-----� ----- ------- - I I/ IN E=325.77 ~ - I C �M 'I I _ I :�_' H113 - 6 - - _= - - - - - - - - �_ - - - - - - - - - - - - - - - ~ I I C SURVEY REQUIREMENTS SHOWN ON THE DETAIL DRAWING. Phone: 919.866.4505 1 D ,�- - _ - s I1 1 O _:_ I II f=j � ��_ ' _¢ I __________ C-811 _- I ■ � I -_ - - _ - _ \ \ _ _ .681 \\ ■ n 1 I1� x. �1P', _ - I gP� I I lN(S)=329.52 = TOC 42 \ Fa 919 859 5663 I - I -- y / / \ .I ' I _ = _ ALT. 10 g II -�'" """"""""""l"" I - _ I 20. EXISTING MANHOLES,VALVE BOXES,VAULTS,CLEANOUTS, UTILITY POLES ETC.TO REMAIN WITHIN I / / I I OUT IN=325.42 - >;__ I ____ ____ _ ■ IN(N)=339.�0-1 "RCP \\ I ■ - \ 1 w' I 1 ( ) 1 _ I H305 +� 1 r" _ _ r____________I_-_-_ I / I I I O 1 THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FOR REVIEW ONLY 18"RCP N 1 Q- I ,-._p=1 w o F'-_ - I OUT(S)=339.40-1 "RCPI \\ I Q z \ 7��f� N /// ,/ I c.� 1 I C-810 = cn _ -- 11"- \ --"I "" I / FINISHED GRADES(WHETHER OR NOT INDICATED TO BE MODIFIED). I I 1 1 v, - _ I' M I y X __/ _ ---" 11 _ ' / _ _ _ _ _ _ - _ _ - I I 1'� NOT FOR CONSTRUCTION I co I::= 3 :-- - --- - U) / \ 1 21. REFER STORM SEWER SCHEDULE ON DRAWING C 701. // i a" - I <ti C� Cn `"- - ." "" _"� I Z r ■ I - - �I ■ W / ✓r ``►1111111// /I 1 STORY _ I O O / O _=-•- m��, 0 1--`• _� 1 _ I I I / �� CA �� U A a_ o I, ___ \ S ■ I /.. I I I ■ r c/ 22. FOR 6"CURB,TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD ,, t'L N\ RO��i� BRICK I \ II I / `i ( N 1 I" _ I I _ , 1 �y 1 \ EI-i (� SHOT TOWER 1 / I , c � I-" - x - --_` _ ___ ■ _ I \ O P-1 23. THIS PROPERTY IS LOCATED IN UNSHADED ZONE X AREA OF MINIMAL FLOOD RISK PER FIRM MAP I ` ": ^r I`-_ I I ■ I I I L- _ \ _ TO,C=342.77 I // I � I I I NUMBERS 3720170200K 3720171200K. - 'GE17 - I I I -6 SAN �� 6 SAN I 4 R nD� II - ------- -"-----■ --------------" -- I "-"-" ■ I _ _ - - - lPd N-339.26 // I/c I ■ I UFO - ' - �� C 'I''-; 1 \ r �= = 1 I _�_'' _1_ v __ I_____ ■ I �rj- - i ( ) I// l / Q ■ C� \ 1 24. THERE IS NO SAFETY FENCING IN THE CONTRACT.THE CONTRACTOR MAY CHOOSE TO INSTALL SE L j z _ _� � �11■ ' I ` II I I _ _-_-_-_ 3 - - - - - - - - / - - - - - - - - _� OUT(S)=339.25 I (A 1 1 \ - 0 3 612 .-_ - _ _ _ _ _ _ _L". G� - I -" . 1 I I rt _ \ -- ____ / 1 / � F� _• I\ II I __ a, - - __ _ _ _ _ _ _- - - _ - - _ _ _ -_ _ _ I I _ \ / 1i SAFETY FENCING AS DICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER g 3�2�2� _-__ --- - -- 1=• - " � "" "" 1 E _ - _ I " "-" -- """""""""" - - - - ~-� � - - I THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETY FENCING. / I 333 I \ I I--- y UGT UGT UGT UGT \\\ \ _ '� / FN E� *� t �- 8 S 18"RCP , 2 _ I __ I I - - n \ 1 „G \ O \ �� i3i 1 �I ` -'y I �� UGP - - -UGP- - • ' -� UGP- - - , UGl�- - _1 I ! _ I c_ 1 11 i .qN y 1 11 \ / I _-' f--,=-_:; I 1 _ - _ IP■ � ■ ■ \ \ I \\ J\ ■ m ` I 25. STORM SEWER PIPES WITH GREATER THAN 20-FT DEPTH OF COVER SHALL BE CLASS IV RCP. -If �`�� ." 1 . '- _ - -_ " Ik I <_ UGP- U&- � �f�f� g W W H302 a / 1� :� 13 I _ ■ ■ ■ P �� - -UGP '� ■ � f♦- G \ \ 1I 26. REFER TO SHEET L-101 FOR PERMANENT GRASS SEEDING SCHEDULE. ENSURE GRADES AND SITE ARE /i/ �1� r� Inl EXSSMH /323.77 /� ' 70.. ', e.p= = GP- �uGP - . °= I _ II � I - - - - - - - - - r / \ \ \ ■ I \�4 \ IREADY FOR PERMANENT SEEDING BY THE DATES SHOWN..40 / / 1 �-- 1 \- / 3 ISO, _ Q , -}� I _, ----- -- -- \ \ \ \ 0 1 TOC= 2.38 \ ♦♦ - \1 Cl� I TOC=341.68 iDl R1M=332.05 `. I I s_; 332 RD 332 1r =_ -r j• ------------------ I \ \ I lN(N)=339.08 ■ lN(NW)=338.53 15RCF 27. PROVIDE SHORING AND EXCAVATION SUPPORT IN TRENCHES FOR STORM SEWER INSTALLATION TO COPYRIGHT 2024 ALL RIGHTS RESERVED PRINTED OR IN(S)=323.80 / I / ' .I 332 10"PVC s 11 / r . ---"-- { -" ( ) ( ) ELECTRONIC DRAWINGS AND DOCUMENTATION MAY ZIM 323.37 /N NE=324.85 X2 _ __ _ - _ _-"` - / p -:L l< iJ- _" ----- "�1 y ■ ��/- ■ ■ ■ ■ - ■ : ■ ! - ■ ■ \ ■ ■ - :�- ■/� OU E= 38.93 ♦ 1 OUT E=338.43 15"RC. AVOID UNNECESSARY ROCK REMOVAL. NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN TS \� ( ) ( ) C" r _�_-_(, =p_ _ _ _ ".t I._ ------ -- ------------ / I I I I l PERMISSION FROM LS3P ASSOCIATES LTD. N(E)=320.12 ( )_ / ■ - /" " : -- ^ - =ci " - =�"` Tw / ♦ I �I 1 KEY NOTES INN-332.35 7";<:' 1=_ I. 1 '� ■ �Ur(w)-32o.07 r w= 2 . ■ 8 - _- _ _ �� =f H 112 \ / _ _ 1 INONE OU 3 O 80 _ _ \ - ( ) /<• _ `c: 341.40' c-811 - I r - I I H300 8 / I -x -x x x X x x - x x x o ;:__ SBl 8 r1 . I I I S 1 GYM" -" "- - C-810 ==-'" - I L,c` H303 Bw - sroRY I., - :!`• -810 `H304 / w _34g --_-_-_- _-_-_- \ l _ / C-810 / 341.60' 3 J"""�"""4--- p� ■ __-I I / I I� IT 15"RCP 1 RICK / �j ": -= , �• _ ��' 7 _ t " ` Bw _"� _: Y _ ----- ■ cn // \ I I 1 CONCRETE DROP INLET 06 ■ =i j H301 ='° =4 -= �T■%J��-•- E!"�� = _ = 332.50' TW T\IV - 'I 1 O \ / C-810 / d •. - /;:; ' - 1 / - _ _ _<- -_�"� - 336.29'` 1 \\r H111 „ / \ I IITII " _ d C 8 0 _ __ -=/ - •, _ - 346.92 15 R C-811 \ / „ _ ._- "_ °' c •?e..7✓r r-. - °-- _'> -`"" -• --i a_ -x ..--_ .f• - - \ I GP ----- I Io 1 2 �� °" I N � - / l TRENCH DRAIN r__ . , f / • > 346 O I s __ -- -_ \ - " // / / / BW FFE r - -"- -- I \\ -810 _ I III c _ � / 332.50' I I 111 II O w ■1 = P / F - FFE 346.92 ----- - � I I I 111 ---; • _ .< - / /- z] I / // + I 334 332.92 LOWER PATIO 332.92 / / / \__"_" - ______ c I / I 111 3 ■� / <:._ =- : r - ' _ I 111 DOWNSPOUT BOOT & PIPE = /� , TD 2 2 / II ,,_: / � / / / � \ -_-_-_-_-_-_ _ c� I 10' SETBACK I I I I }� / / / / ,\ __ ■ - I / II 111 1 C-810 CONNECTION r 2 C-810 ■I"= I / FFE I / o I I ■NONE TD 2 C-810 ■1. I -_••"/ A' /'" / / '__- ■ Oz I / , u� / 346.92 _ -_\_" --: / / I I�\I Iz I I� _ S SBI HEADQUARTERS ADDITION / 346 \ - VISITOR PARKING LOT I II I 4M 4 ■ ■ / = " = 0i M 111 STORM SEWER TRENCHES _ UPPER FLOOR FFE: 346.92 _ _ -_ __ ""=___°= , �, l GAS TESTSTA I I I II c-s10 TW - - ; �335.27 ''B32.92'I - 31- ' / / / ' � LOWER FLOOR FFE: 332.92 � 3 � p _" __-�_�� -_- _ _ " ' v • ; / _ - I1❑� �I I\ CB III 13 \ "-_7:-. - % C-810 II __ - -- _ 'A I♦ _G-t I G- - 5 m •' - / 34 1 " -° _ -_ / 3\_ - G- G -F- - - / \ TOC=341.12 FLARED END SECTION pil _ : •' C - m 1G1�- - V } -s` 315 ,/ 771 _ - \ G I \ IN(w)=338.32 C-810 Z 9 _- / l I I III 1 OUT(E)=338.2' - - � - -'- i / � - 3 - _I.---- C� - _ - - - / / / C 810 1 - - 4 1P3�8 I - ♦ I / \ I III I / 1 C-810 DRAINAGE MANHOLE N m s - 36 1 H2O2 C-811 fe•. - I" _ ■ / \ I I / 11 ^ \ 2 �� b / ------- a' � =iz===-- - I-I�I - I - e.BW BW •J-' ^� nj� 4 Ib r�i--------- _ __ \ ` i ■ I \ R1M:340.91 =I =-S/ 1 _UFO -I \ I - \ , _ - - 1 332.92'i_ TD 1 C-810 / i b _ -_-_ ■ / l ( )- Loo t • '3 -_ b _ 332.92' ) / / / M / _ _ -- -- U \ ♦ ■ ( _ / I I / \ \ 15"RCP I I I 1 1 \5"RCP � OUT E-338.11 I 1 I1 7 O _"-.:P "'� '" -� -" l� - _�_ � STANDARD CLEANOUT I _ 33 TW � / ----- I / TW / I _ < . ------- /_- \ 'I - - / - --"� \ O ■ I I // \ \ \ \ I I I 111 \ I I11 C-810 }0 CD � I , r - - - 3 •j 338.37' S 340.81' / 1 M "_ . /'. I I �� I i / I / \ \II I I 1 1 \ , f I " N - - _ � A 1cn - «�- -w / - - \ 'S'O\ ``' I \ _ . ______________ m� / ¢ \• ■ ■ // / / I 1 JI I INLINE DRAIN U" I I m - - = ------ �' � ' ■ / I PI II � I I c-s10 z - / N ► 3 / / I / / / I :s 100AK 1 I I -- ---------- r`,• _ .= I r v o 0 1 1 I = - I1 \ I I I C:) III 1 9 � ;;, "'-.:,--":• .__ •; -_:'•` - -,- O I _ 1 """""""""""""""""""" 940AK ■ ■ I I I � CV C-810 O U � _"_-_ /" -�._ � �, / -" -� H2O1 _=__• • \ ■ I PERFORATED NDERDRAIN _ Q o • _ \ - - \- 101, VC z -• °.C-811 __ r\ \ .Q k \ ■ I I I I r;� 1 II1 N M _ _ 3 0 / __ ------- 0 / , \ �\ � _ N 1 0 M o jigN C7 RD D -n ctij ALT. 08 \ I ■ I 1 I \ z I\III D 1 I1 ■� � M "_^ RD F/ ■ ■ ■ ■ ■ �R■ ♦♦- i♦- -I --------------------- r j �j I C-810 �• = _ _ ' (SEE SHEET ' \ � \\ O ■ � I I I \ xI 1I 1 W D 11 1 CONCRETE CATCH BASIN (D N / - I //// / //////338.85 /344.29 /344.27 3 8 Q 1 _-LY"". -- _fr_- I-----------,�/__` CX-501) \ (� • 1 1 \ 1 � r- ) 1 C 81 1 *a � N I-------------- - 0� '�, • m D I+ M _0 c7 / 1ST L R-346.95 G1 8 F "-�j ' \ , \ I I \ 1 1I1 0 § ; 1 N 2 8 D C-811 - "-f ---- _ i= a"w s"w - -� N o� I GAS sr � C-810 C-810 G3 �- - � � ' \ \ • 1 � \ / FLO R 357.66 TD-1 G2 OD -� \ _ \8"w-I� i I :n 11 I 11 � z 1I 2 4) 1 \ \ °' -810 C-810 C-810 O j 'r- s"w- - - - -s' -� \ m 6' CONCRETE CATCH BASIN N w to aan v�riCES/DURMs N G e _"- < " ---/------- ,� -0 IE C-811 EXSSMH rn FFE _ _ ___ _________ 6 ' ♦ \• \ P -0 'D 11 ~ \ �• RIM=34, 2 STORY / ,o ITI f -- ,= ' $ Win \ ♦ 1 I I x i H IV R1M=344.45 BRICK ; 346.92 _ -'< -- --------- -- I , C-810 1 1 ' ' I 1 \\ / 111 (0 � O N 0 W I v 6'DIP IN(SE)=336.47 °__._ __ _-_--_/--------- ' I RD 1 lN(S)=338.3 OUT N-335.82 R _ - --- -: / ' 1 ' \ ♦ I I II ,� c5 - 111 3 L LLI \ IN SE=338.1 ( )- 3 - ------ I CONCRETE HEADWALL 10 % I OUT(N)=338.05 344.35 344.27, _ -9 -/__ \ �� ♦ I I I , II � 11 / ((( - 1 1 ♦ I 11 I 1 1 C-810 O 1 1 /1/1/1Z , //1_/1 ., 4z/11 �/l//1/1 /1/1/1 � /1j%H _ M • 1 I I I' II 11 I III 9 o Illa a . - H 108 -, / RD RD \ RD �- -- RD ■ ■� • - i �_ v -C-811 """""�""""" = __ _ __ _____ . RIPRAP OUTLET PROTECTION - _ _ _- _- S ■ ■ 1 (k , / ---------- _ _ / / ® M _ y I �- Imo-- -- T ■ ■ ■ ■ ' - - ♦ ' O♦ 1 I I I i 11 I cal o a I / UFO- \ _- - - I ■ �� - - ♦ 1 , 1 L _U - - - - - -7J - - - - _ - - - - - - - - - _ _ t , """ �• " �`---------"""""" ' . "-- ♦♦ I I 1 III c-so1 M v N / - - - - _ - _ - 3 / - - - - - \\ : \\ III - 11 � uIGP C GP- - - UGP- sr �--------------- - - --------------- -- -- ----- Q \ I II -I �� Q I I / ---j-- ""-" �-_-_--" \ I ABBREVIATIONS---------- - - - - o► V 6'DlP 1 3�� \ -- -" """""""t �♦ ♦ \ \.-� ! \ h I I o 11 I III - ■ ♦ \ \ / I << 4 DATE DESCRIPTION / I _ _ 1 �GQ ♦ ♦ __________________________________________________ ao 1 III■ �■ �#■ 6 ri_ 6 \�_= 6 H107 �`' \ 1 1 \ \ 1 1 I I I 11 TC = TOP OF CURB ELEVATION RCP = REINFORCED CONCRETE PIPE 10-10-2024 NGDEOSTORMWATER2NDSUBMITTAL - - - - - - - - � / I \ 1 , II H104 EX YDl Q H 105 ----------------------- �--- - ♦---"-"-"-"-"-"-"-"-"-"-"-"-"-"-"- "-"-"-"-"-"- � I 11 I. C81 -810 R1M=343.44 c v, C-810 rciiw=342.74 C-810 """"""""""""""""""""""""""""""""""" "�_ _�i / s•Rr _ _" - " ♦ \ ♦ 1 I I I 1 / 1I BC = BOTTOM OF CURB ELEVATION 6 DIP - DUCTILE IRON PIPE OUT(S)=341.94-8'PVC RIM=342.89 � I -- ' A ■ ■ ♦ ■ ' ♦ 1 I 1 I I 1 - lN(N)=341.28 - "" -" �--- 346 1 I lN(N)=340.29 11 ' ■ ♦ O 1 I I 1 I x 1 II 1 / 1, TS = TOP OF STEP ELEVATION PVC = POLYVINYL CHLORIDE PIPE 1 OUTS=340.7 � -------------- ------------- ■,-■_ --- --- . - - = - - _"_ ca♦ I � I B / - - NINE ■ ■ � ■ ■ � ■ ■ � ■ � ■ ■ ■ ■_� ■ ■9�iYSi�3�G ■ ■ fi�i ■ ■ � ■ ■ � ■ ■ � ■ "�-�■rr-tiw ---r196 �� \ - \ \ ♦ 1 ♦ ' I I 1 EX 11TII 1 Ex r , - - - _- - - - ___ __________ �$' RCP " r _ I CB BS = BOTTOM OF STEP ELEVATION SCH = SCHEDULE - - 1 - - - / - - 18"RCP 11 8"RCP ■ �' I I / \ I 1 I R1M=339.23 1 TOC=340.11- / � ■ 0 6 VISITOR PARKING LOT ♦ ■ I ' I \ \ \ \ OUT(E)=33709 I I I 1 /N W=337.26 TW= TOP OF WALL ELEVATION HP= HIGH POINT ELEVATION VG= ■ ■ �■ ��„,1� ■ ■ ■ ■ ■ ■ 6"SA�I 1 O I O= - } ♦ ♦ ' _■ ♦ \ \ 15 RCP j I- 11 1 ( ) _ \ - _9I h_ 8.1 ♦ 1 ♦ 1 \ -7- OUTS 33711 / _ �� S .- ' - - 6"DIP _g•• �� M EX SS H 1 \ ♦ ■ o ■ ■ ■ ■ _� I ' 11 \ \ \ \ x I I�I I I 1 (i BW= BOTTOM OF WALL ELEVATION LP = LOW POINT ELEVATION r ♦' __ _ -8"w- < l IM= 4 . 2 / H109 \ ■� i • \ \ I c 1I I ♦ \ __4 EX / 3 5 J1. A C-811 Q �� \ I' ♦ \ 1 \\ \ \ \ I RI a 1 I l/ 1 1i EP = EDGE OF PAVEMENT ELEVATION SW= SIDEWALK ELEVATION GP' J \ I SSMH / OUT W)=340. z \ \ I I \ \ \ J I I III III CD ♦ I \ / RIM=344.27/ \ \ 6 / \ \ ` 1 ♦ \ I / \\ \ \ x I I I I 11 FG = FINISH GROUND ELEVATION FL = FLOW LINE IN E=339.87 FENCE = FG ELEVATION AT FENCE TH = TOP OF HOOD \ 1 -OUT W-339.92- -- \ \ ♦ I \ I I I I II I I I 7 1 \ \ \ 0 \ I I I \ \ I 1 11 Z / , \ - - - - - - c - - - - - - - - - - - -I ___ ____�- -I I ~\ I \\ J'a ♦� / I I I \ l) I \\ I I T II II o 1 f� FFE = FINISH FLOOR ELEVATION TG = TOP OF GRATE I - - / : r� I - _ / I I - '\, \ 1 - - / \\ \ \ \ \ �♦♦' i /' / // i -// i jl i ° 11i1 i11 TL = TOP OF LID / \ 44 / \ IIII SS� Rl1343�4H3. i ° . \ \ 6w ♦y�� 1 / I 1 ' I I 1I 1 / LEGEND \ - I l - \ T l((T�I(EI)_339.18 \ I I \ o �� \ ♦ • \a 1 I\ / Il I I IQ/ I 1 I/I 1 II / 1 11 LIGHT POLE FIRE HYDRANT \ oC1 TO 339.13 \\\' _ / \ I \ / \ ♦♦ \\ I\ \ / I ; 1 b� x 1 III / I I \ I - I 1 - \\ \ - \ \ \ - / � G\ ♦♦ \ \ I \ I I \ \ /\ I I I I III WATER VALVE \ LLJ� C° \ \ / \ 1 \ 1 I 11 111 SITE BOLLARD 0 - � ` I `, � - I 11 I 1 -I \\ /11 , • \ ` - - \ \ \ I I Ex / \ � - �/I - _ - - \ -\ \ r O ^ \ t- �-UFO- - - - -UFO- - � - - \ I I \ \ -,/ \ I I CB UTILITY POLE -a TELECOM BOX // \\ EX DUCT BA K1 - �/� = -J--_ - - - - - -� �I --- Q / 1 \ � " -�UGP- - - - - -UFO- - - - -UFO- - - - I L)FO \ TH I I 1 IV / - \ _// \ \ \ \ 4--- 1 \ UGP- - - UGP- - - - i - UFO - - - - \ T I1 11 TOC=339.50 / \ \` _ - - -I I _ - _ _ _ I \ t \ -UGP IN(W)=335.45 / \ UGP- - - - -UGP I / _ _ _ I SECOND FLOOR ABOVE -I _ _ ® I I 1 =33 SANITARY SEWER MANHOLE O - _ \ - - 343- - - } / � / I lN(N) 5.56 / _ - - - - 3421- - - - / I '. - -343- - _3 _ I _ \ \\ / \ \ I -UGP- --I_ / 1 OUT(E)=335 5 THRUST BLOCKING - _ - - _ - - - UGP- - - - -UGP- - - - �P- - - -UGP- - _ _ \ � GP UGP- l I / - - - � - - - - - 1- - - I. _- -- - - - - - - - / \ I / UGP- 1 I I STORM SEWER MANHOLE p � ' / - ` - - � Q I- \ / I / I I 1 � SANITARY SEWER / / ' i - - - 340 , - - , TO BE CONSTRUCTED AS PART OF - - - - -i - - - - _ _ Z /1 ■ ■� \ 1 � '' _ - I P- A- - - 1 UGP- / - 3 I _-___-_- III O STRUCTURE ID: Al / / / _ - _ \ �- 1 � \ UGP-,-\ T UG x - - --------S I CLEANOUT (SANITARY AINAGE / // // - - - - 338 - - _ _ - - - I - x x� x x x _ x �T x x I- - x_ - x - Ex 15'RCP � '/ // \ - \ -; _ SBI LOGISTICS BUILDING PROJECT - ,J wco \ ` X, ■ I - / - - - - - - RIM=3 .34� \I1� IIII OR STORM) STRUCTURE ID: Al 342 / , , ❑ \ - REFER TO SCO # 22-24611-02B , I- I 1 �J - - - \ \ - - - lN(S)=3 .09 I� ' DROP INLET i / ' / � l I I I " I- - - - s - - - -1 - \� \ _ -® - I OUT(NE)=3 5.5 I I I �\\j 11 EN / / \ O 11 I I I I 1 'RCP / / , J I � 1 \ \ ■ \ \ 1 SHEET NAME: / /13 / - - - \ E- )/ \ \ `I- 339 111 \ \ Nt■ \ \ \ \ I I I I , 1 II I II I I I I IIII 1 \ I/ \1\ FENCE PROXOSED EXISTING GRADING & o ,' \ � / ' \ \ = \ \ I ` \ III ASPHALT I I '_ _ � - I ' I I _ �� I- 41 ,\ I 1 GAS LINE G DRAINAGE PLAN M M '� - - �� - \ I \ I ■ \\ GV o I I � - - � � .1 I \ /A j ( \ �� \ \ - \ - - \ mod, \ I \ ■ \ I I 11 - � - I� � I' I POWER LINE UGP \ - .\ I I \ II I I �4j I I " I I �� C _ _ � \ � I � j1I EX / \ \ \ / \ I' \ I I ■ � 1\ I �' \\ / \ \\ °0 x / \ � I I oUT N 9336.66 TELEPHONE LINE - UGT- - \ \ _ _ _ \ \ I \ ` - - - _ ----I \ I \ \ Q / S/GN 1I I ( ) WATER LINE W w ORIG 2024.09.12 \ \ \ 'I \ \ '33j_ ' \ ' \ / \ I � \ GE I;--,�- T/T/ I 1 \ \ z � ----- I FI I I I SANITARY SUBMISSION: - - / \\ \ ' I \ _ \ \ \ ' \� \\ \\ \1 I I I I �UFo\ 1 - � i \ I L \\ 1 I k i II \\ SEWER LINE SAN - SAN- - _ ■ //� - I 1 I� \ \ \ _� \ \ \ \ I I I ■ � _ / I \\ 1 ( \ I I \k I �1 III \ RCP STORM PIPE \ \ \ \ I I �UFn C-D i \ I I I I \ �� _ \ \ \ \ \ I Ix I PROPANE- �I/ I \\ 1 I \ SC,PLE 1 =30 1 I 1 1 I II \ DOUBLE WALL HDPE - \ \ \ \ ' \ \ \ \ \ I I I f/ /� I I �I I I I STORM PIPE \ \ \ I ■ TANK I /' I I I I I I I \ \ I I �/ I I °1 011 I I I SCH 40 PVC- _ _ _ - \ \ \\ \ \ I I ■ �1, I \ I o \ \\3o I 6o 11�1 - RD SHEET: - o - - - \ \ \ \ I 1/ I \ � \ \ \ n\\I I 1 I STORM PIPE \ \\ \ \ _ y \\ \\ ` \ \ I Ix I MATCHLINE - SEE SHEETS C-502 //1 \ \\ \\ �` x� 1I 111I I SHALLOW DITCH \\ \\ - / - - - _ _ \ \ \ M ■ I I\ \ \ \\ \ I 1 I I 1 I I �, I I GRADING C=501 --- . - -- -I - \ \\ \ \ \ ��,� - / � ' \ \ \ \ \ I I / I I ; \ \ \ \\ I II I I I I i !, II I CONSTRUCTION LIMTS \ _ / _ _ \ \ 1 �t I r i \ \ I I I 1 1 2 3 1 4 1 5 1 6 100% CONSTRUCTION DOCUMENTS L STORY j ,/ , / .34� SEE NCDEQ-APPROVED EROSION CONTROL NOTES - -tl - R1M=325.64 - - _ _ _ _ - - - \ _ I I BRICK ■ , / / IJ I I IN(SW)=322.67 - l =l- - _ _ - - - ' -,_ I . - - X � \ \ �� \ I / I / 4� / / / 1 / / , / / OUT=320.26_ / �� (c �_- ___ _fir I \\ y / I 33 / / 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE& LOCAL CODES,AND OSHA I.>_ _ - _ - _ _ _ _ _ - ' , , _ - - _ _ \\\ /� _/_ \� / I I / PLANS C-601 , C-602, C-603, C-604, C-605, C-606 STANDARDS. X= �// I - I i �� _ _ / ■ \ / / ' / / // , // / 2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL PERIMETER EROSION W ILu ,, _, � _ � �, / / , , LOWER PATIO , FROM SBI HEADQUARTERS ADDITION & W Ln=w // ' - -_ _ _ -- _ - _ r -_ - -_ _ _ _ -�\ - ` :!J� _ Q \`\_-- /�/�/�/�� I - / // / / /, / , / CONTROL DEVICES ARE INSTALLED. REFER TO EROSION CONTROL DRAWINGS AND SPECIFICATIONS. _ ,�� / / / / FOLLOW EROSION CONTROL PLAN DURING SEQUENCE OF GRADING AND ADD/ADJUST EROSION o-¢ s�!% - - -_- - - -� -'- - - -- - - - - IIII �' \ W\Li 1\\� ® 1 � / / " ' / // / / / RENOVATION - SCO # 22-24611 -02A CONTROL MEASURES AS NECESSARY TO CONTROL SEDIMENT AND EROSION. �� o z - _ _ _ - - - - � r - I Wv \� Cr D�SH / I I ❑ � � / / I u 3. COORDINATE THE PROJECT SCHEDULE WITH SBI (OWNER),ARCHITECT(LS3P),TIMMONS GROUP • o�c- YDl _ _ - ) I _ \ \\ _L -w _ _L I -W 111"� / / / / / / / / / I \ + u \ (CIVIL ENGINEER),AND CONTRACTOR WORKING ON THE ADJACENT PARCEL. MAINTAIN TRAFFIC w a .R1M=326.01 - _ - � / 11 _ _ _ _ •1 ■ I 3611 L) ( / _ - _ \\\ j I - - - - _ - - - ■ ■ / 3 , ' 1 SBI HEADQUARTERS ADDITION , 9 FLOW AND DO NOT DISTURB OPERATIONS ADJACENT FACILITIES. 1937 z w OUT(N)=323.45 1 ` / 1 f/ 11 / 11 Lu z _ _ � , i \ - 3 _ 1� _ -_- "- - - - - - - - - - / / / / / UPPER FLOOR FFE: 346.92 / / � / }itt�_ \ 4. OBTAIN OWNERS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,OFF-HOUR,OR ° - - - -uGP - - -UGP- - - ---UGP _-r Ex - - - / ' \ "I 31 / / LOWER FLOOR FFE: 332.92 / / / \ / i _ _ _ _ YDl/ 2„ C � j / \ \ , / / / / / / 11 / / / / / \ TEMPORARY UTILITY SHUT-DOWNS OR DISRUPTIONS. - - _ _ _ - ' - RIM=328.06 -UGp- WW- T -I G J // I/ - ,33� 9 1 / �' ' / / / ' / 1 ' // / / -(5 - S. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL � _ - ASPHALTPARK/NG _ _ - - I I IN(SE)=323.83 T - - - _ _ I / / / + 4 I APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME PERSON - - - - _ _ - - - - - - ' / \ \ 1I / IN(S)=325.64 _ - - - - ' - - - ' -' i / / (_ / 33 / / / / 11 / / / I CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE E - - _ _ _ - - - _ -t r OUT(NW)=325.64 _ _ - - - _ - - ' _ - c� ' 15N , / / / / / ) \ I RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING ACTIVITY. IF THE BORROW North Carolina - _ - _ _ _ - - -\' _ _ _ - - - - - - - _ _ S - - - - ^ _ / b� 3 2 nb / I / I / I OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED ' _ _ _ _ _ _ - _ _- _ - - _ _ - - �. - _ _ - - - - ��i _1\ _ _ ' / / , ;�� nj�� / / / 1 \ a SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED THROUGH THE SEDIMENT State Bureau of _ _ _ _ _ , - - '� � _ - / / , , / / M 1 / I POLLUTION CONTROL ACT. - - _ ` - _ - - - - - - - - - - i � I f I FOB _ , • _ / � / I \ _ - - - _ - - -UFO- - / ' _ _ _ _ 3 _ / I / / / - _ _ / 6. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE)AT NO I n vests g at1 o n - UFO- - - - -UFO-d- - - - -UFO- - - _ � ' � / , cry Q / \ 1 EXPENSE TO THE OWNER. / / m 0 � ' / - - _ - W 1 .Q ` I ' o / o I I ( �, 1 7. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH 1_/ / � / - ' _ / p� / I O I / / _ _/ \ b � \ NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCDEQ AND THE CIVIL ENGINEER. D /' \\ / ' 0 r / - - _ I \ \� . �F ' -= = _/ • - I T I I / / ' I-, I I 8. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE / 0 - - I / / 1 �``� STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT / _ / ' I o l / I 0 / CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ - _ / \ � - - ♦ , S _ 1 RD I Ip / 9. IN DISTURBED AREAS,AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED AND _ _ - - - - - - - - - _ �' D l9YDRANT , ■ M a a � ■ a � ORE i ■ ■ _I 1( -1 I RD D � (/ TESTED TOPSOIL THAT MEET THE SPECIFICATIONS.SUBMIT DOCUMENTATION ON THE PROPERTIES OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY BE USED IF PROPERLY SCREENED AND � _ _ , - - - - - - 10 - - - - - - - -� I _ Ps _ _ _II I � RD �T//jT/T/T/T/T�l/ / ill III III 11 I °o I / - - - / // 0 t + / / / , AMENDED. REFER TO PLANTING SPECIFICATIONS. - - - - - ' - - - - _ - 1 =- - - -� - - _ _ _ ' I ' X W ID 1 / / / 10. REMOVE ALL STONES,VEGETATION,AND DEBRIS LARGER THAN 1.5"WITHIN TOP 5" OF FINISH GRADE - - - - - - ' - - - -\ - - - - - - - - - -/ \ \ �/ 0 = s I03 / / / ( 8" - SURFACE. _ / _ \ �I// � "16-OFFICES/DORMS" 6' - G � / - \\ - __ °_' / I \ VVV z 2STORY / Im / / 11. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE AND SLOPES PRIOR TO - / � / / � I ( BRICK / I I / PERMANENT SEEDING.OWNER/CIVIL ENGINEER MUST APPROVE FINISH GRADES PRIOR TO SEEDING. _ _ � / \_ _ _ _ �° I r/ R �i / I 12. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. 421 N HARRINGTON ORTH STREET SUITE 700 ' l / - / 1 RALEIGH NORTH CAROLINA 27603 - -339 ASPHALT-PARK/NG ' I - // I // /�/ //�/// //////// ////// // // + / \ 1 r 13. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH. ' / / I I I ��`��I��`�"` Y L1 L1 L1 L1L1 1/1 ///1 /1�_�!/ ��6' 7 / o // I c o TEL. 919.829.2700 FAX. 919.829.2730 / I %� RD ' y RD RD / ■ - a ■ / c� / \ 14. ALL PARKING SPACES ANS STRIPED AREAS SHALL NOT EXCEED 2/o SLOPE IN ANY DIRECTION. / i I / RD \ RD I RD ■ F� _ / / \ - _ � J - - - - - ■ ■ � ■ ■ � ■ ■ � 1 WWW.LS3P.COM _ / S / / ♦44 15. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS L�UFO - - - I I - - - - - - - O O O O p _ 1 i/ - - - - - _ _ G �� \� / _ - - - _ " - -- _ 1\ - - - - - - - - - - - - ♦♦�♦♦ ♦ INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 04660 - - (6, - - - - - -c - / i f /_ / _ - - _ - _ _ _ , / I I _ �I -I ' 2 - - I I-UIGPt- - - GP-- - - -UGP- 0 VQ ' 16. ALL PVC PIPING SHALL BE SCHEDULE 40 THICKNESS. USE DUCTILE IRON WHEN COVER IS LESS THAN , - - � / _ _ 7 To/ \� I I I 35rv, \ Z \ \♦♦ I -� ■ 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT SMALLER TO LARGER PIPES. \ - - - - - �-- - - - - - - - - - - - - - - - - II I _ . GP 00 TIMMONS GROUP � a a �■��,��_ ■ Nomill ■$mmm=w __ #�■$� /■ ■� �■ �� - _ �� -_ - - - - �5•FL __:I- ___ 17. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.ADD ADAPTERS AS NECESSARY TO CONNECT 4 SMALLER TO LARGER PIPES ENGINEERING I DESIGN I TECHNOLOGY -341 RIM=343.44 EX YDl � II EX YDl / / � �♦ ♦ NC LICENSE NUMBER C-1652 • - _ � _ - 342 - L � R1M=342.74 ♦ _ ._"=e'- -• � a�=' -_ '1 18. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER. LOCALIZED R1M=342.89 i ♦ � c _ - OUT(S)= 41.94-8'PVC II _; ■ ■ ■ Timmons Group lN(N)=341.28 ♦ _ _ DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED 10:1 SLOPE I \ - _ _ _ lN(N)=340.29 II OUT S-340.7 ■ •• ♦- ♦ �♦ ■ Attn: Frank Slinsky, PE } _ .. - ■� ■ ■ � No � on � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■1■ � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ t!ln ■ � ■ ■ iiI.ii� fi�i _" ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ ♦ 19. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY SYSTEMS, -y - �!- - �� - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - _ < -•_" \ 4 541 0 Trinity Road; Suite 102 ~' -_� - - - - - --_ _ - _ - - - - _ STORM SEWERS,AND THE STORM WATER CONTROL MEASURE WETPOND SCM REFER TO AS-BUILT - - �341 - - - �� ■■-� - •--- --_--- _-_-__ -- - - - • v _ ♦ ( ) Raleigh, NC 27607 -♦ ■ , - - - - - - - - - - ► _ - - r- ---- ` - \ I 18"RCP " 18 a 46 - __ J � ♦ SURVEY REQUIREMENTS SHOWN ON THE DETAIL DRAWING. 0 0 0 0 0 0 0 0 0 0 0 =r' ■ Phone: 919.866.4505 ♦ r - _ /�I - I . I s"W- -DN�- s"w- - - - -� l�`"" " f �,♦� ■ ■ ■ S�"4i� n� G ■■ 20. EXISTING MANHOLES,VALVE BOXES,VAULTS,CLEANOUTS, UTILITY POLES ETC.TO REMAIN WITHIN Fax: 919.859.5663 ■ ' - - / / / - � 345-S w- __ �- �8'1 \ ( _____________--�-" '♦ l5J- / .- - - - _8„W- 2 O _" I \ �- ♦♦ ■_ ■:■ ■ ■ �� THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED ■ \ ♦ --"" � _ _ -8-,w- - - TD-1 _ � \ ■ ■ FINISHED GRADES WHETHER OR NOT INDICATED TO BE MODIFIED). FOR REVIEW ONLY ■ ■ / 1 � J / I / \ I e \ , \ --------------- / - - _ _ \ = - C-810 A ;--- 346 �Q� ■ ( ) NOT FOR CONSTRUCTION ` 344 21. REFER STORM SEWER SCHEDULE ON DRAWING C 701. / - ' M / \ IL �� ,It< """" a \ I / z =f_-- .\ I gN11uUp I � 0 M 1 \ 346_ _ I ♦l "♦"♦" " I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 10" PVC ve_ _ \ ■ 22. FOR 6' CURB,TOP OF GRATE IS 8' BELOW TOP OF CURB/HOOD 10 �� H CARS ■ �,�` I ( - - I - I � I I - -344- - II \ + 6 w \\ ■ ♦ 23. THE PROJECT SITE IS NOT LOCATED IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS � A ■ �■ \ I _ I / ` - / / 4 I 4�AN- TD-2 2 ;' 10 � i_ \\ ♦'♦ FLOOD HAZARD AREAS,AS SHOWN ON FEMA FIRM MAP NUMBERS 3720170200K,3720171200K. � �� S\ I - - - C-810 1 _ \ ♦ 24. THERE IS NO SAFETY FENCING IN THE CONTRACT.THE CONTRACTOR MAY CHOOSE TO INSTALL = SE L - \t � / � _ """""""""" r ` G SAFETY FENCING AS DICTATED BY MEANS AND METHODS AND TO PROTECT EQUIPMENT, HOWEVER = 0 361 - ■ \ / ' - I r. \ ♦ THERE WILL BE NO ADDITIONAL PAYMENT FOR SAFETY FENCING. S 91 4 \ \� \ '' I - "% - -- \ SBI LOGISTICS -- - W '� s \ / / � o = o / \ FUTURE SBI r- ___j: 6 ♦� 25. STORM SEWER PIPES WITH GREATER THAN 20-FT DEPTH OF COVER SHALL BE CLASS IV RCP. -0 ,F, FNG01c ��. I \ \ \ ;r ■ Q / ----------------------- � LOGISTICS �_ BUILDING -- ,-: ._s:_ G ♦ ! %�q C ,y,`.�. (_P � � cA■ / zT I ----------- \, - �,." 2 ♦� N ' U'- o I / ` _ _ -----------" _ - �•- , - \ ♦ a 26. REFER TO SHEET L 101 FOR PERMANENT GRASS SEEDING SCHEDULE. ENSURE GRADES AND SITE ARE �i,� /$$LINS `�� / � BUILDING \ \ l PHASE 1 t -; fir" TD2 �144iif,,,�►�� \ \ \■ \ I PHASE 2 \ - \ ' \\ FFE: 345.00 _ =� C 810 \ '♦♦ READY FOR PERMANENT SEEDING BY THE DATES SHOWN. / _ `- \ _ -1 \ `�• /_ G' •♦ 27. PROVIDE SHORING AND EXCAVATION SUPPORT IN TRENCHES FOR STORM SEWER INSTALLATION TO COPYRIGHT 2024 ALL RIGHTS RESERVED. PRINTED OR -- _ '1dk�`_- ' AVOID UNNECESSARY ROCK REMOVAL. \ \ \\ \\ t■\I / \ \ \ \ \ ° ELECTRONIC DRAWINGS AND DOCUMENTATION MAY \ \ \ \ 1 \ t\ TEMPORARY CAR - �� ,•"-/- ♦ NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN \ ■ \ � I , � ©--- `_` PERMISSION FROM LS3P ASSOCIATES LTD. ti \■ \ \I �1 1 STORAGE LOT - / m, �UFO- - - - -UFO- - � - KEY NOTES \ ■ \ \ \ I \ - - , l -�I U-o_ - -UGP- - - \\ \ \ - \ t W I ALT. 07 � / _ cfl ■ \ ` I"" v' / - - \ - -34 SECOND FLOOR ABOVE = \ \ \ \ \ \ 1 _�� _ _ - \ _ _ _ UGP- - - - -UGP- - - - �I/�P� 1 \ \ \ / - _ _ 7 \ \\ CONCRETE DROP INLET I \ \\\\ \ \\ 0\ \ I _________________---_ - ' - -�- \ , y / C-810 \ \ \ r, 1 1 I � N ----------- r' \ - 344 04� 344 ■ x x �c( 2 TRENCH DRAIN I /"� _ _ _ C \� \ \ t \ I ' -------- SERVICE AREA '*"-_ ' C-810 - - - - - - _ J I 3 DOWNSPOUT BOOT & PIPE \ \ \ \ \ ALT. 06 - Fa NO --------------------- \ \ \ \\ \ \ \ \ \ Q - ALT. 09 /' C-810 CONNECTION \ \ \ \ ,/ -"- /_- L:1 1 � -- L106 k < 4 ■� / \ -f I � I I C-810 STORM SEWER TRENCHES • \\ \ t \ \ ' - - \ / -_-_-f_-_-_ � - I '\ 11 � I -- ' \ (VIbl ■ \ ________-� an ■ \ \ \ \ \ / ' / / � ��_ _ / - / \II \ 5DRAINAGE MANHOLE C \ ■r oo � � o / o o / 1 C-810 I ■ \ \ o � o 0 0 0 o o/ o - ---..... - - -.. .. ... ... •• --.. ..-- . ••- -- \ \ ! \ r /pliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiIiiiiiiiiiiiiiiiiiiiiiiiiIiiiiiiiiiiiiiiiiiiiiiiiIiiiiiiiiiiiiiiiiiiiiiiiMEMO ---------- -------- - ---- -..... ........................ ... .�.�.�-�.�- S ■ ■ Ith \ / �" ""� �. 1 •-•••--------- �- \ - STANDARDCLEANOUT ■� ■ ■ ■� --/-------- ---�------- ----- ----- -- \ / ! - L200 ■ ' -- _ - GE \ \ \ ] - -"- -"-" --"'- -"-"1<--" !------ .......:......:......:......:......:......:.... C 81 .....:......:......:......:...."..". :...:...:...:...:...�. _ " . I cn � \ \ \ - 9 - '- -/--- ........................... \ \ Imo/ ■ M \ \ \ \ - - ... I ■ ------- \ \ .. - - \ -- - - •--••--••--••--•---•---••-- ':R• ' ■ - \ \ \ \ --- I" = = = - -- \ \ ch � C-D INLINE DRAIN \ \ t \ \ \ \ \ _ 10' SCM MAINTENANCE _-_-�___ ________________________ -.-_-_--_-_-_--_._._--_._._._-_�_---_-_-_ \ I UF., ��/ C-810 ♦/� I \ t \ \ \ ACCESS / L= �- \ \ - - 3 ____________________ �,, �� \ �", \ I PROPANE- I / V� \ / I \ 4 ,--..` \ �_ \ "' \ TANK I/ 8 ■� ■ I _ - _ _ _ X - \ \ .=__ \ ■ � V PERFORATED UNDERDRAIN y - _ ....... ... , ■ \ \ \ \ \ _ . ■ \ - v -''- - - =:- - ■ I / CONCRETE CATCH BASIN r, 00 i I ` � : 0 ■ / --\ "� f N - t"" - - %� :- ._ _ r -- / J \-� �_ _- =C- _ _ --------- cai ch a ° \ -" _ - '/ . - . . : _ a - --------- FUTURE SBI r I �/ O V cN - - --"\ - = Lz I V 9 C ------ `- - - - •/" - ..•...---- LOGISTICS ■ - RIPRAP OUTLET PROTECTION - 0 11 / / I _ _ /i - -.- - - . - c� N \�-- - - - = _ _ - - C-801 O "=_ _ - ■ - _ -- ■ }� ! \ n I' rr cn N = BUI 9 LDING L / I! :I " _ PHASE 2 ! \-"- ........... TI N i ■ _ /- - - _ �_ M __ - - : - - _ _ _ _ - In I I OU Nao 9 - _ __ _ - _ ABBREVIATIONS 1 I 1 _ _ _ _ 1 M 0� - _ _ - _ __ ■ o RR-1 -801 / 1. ----- / - ■ ■ / _"_� -F"- - cl) �-- - j TC = TOP OF CURB ELEVATION RCP = REINFORCED CONCRETE PIPEcl) O O V W % / 334 -"- - } (` _ ' = ," = \ \ __________________ � I I L z W \ >_ :1 � _ - _ _ _ � N . - ------ \ I _ "--a = I _ - _ _ _ _ •- i t7 I BC BOTTOM OF CURB ELEVATION 6" DIP DUCTILE IRON PIPE co O ■ ■ / ----" --- \___ .-_ -I._ ._ _ �, _---_ --_ O TS = TOP OF STEP ELEVATION PVC = POLYVINYL CHLORIDE PIPE - IL ------ - __ \ ----- -- I_= a " " y _ -- -- - • - - - - _ -A: _ . �� .... z I0 CD •a) a - = " _ -.:-. . - , _ _ N - O M 0\RGP --" - - . . •_ _ . - - _ . -- •- ------------------" ! I U) N BS = BOTTOM OF STEP ELEVATION SCH = SCHEDULE t6 I s _ -r- \__-, -_1"=" 1= ` ;. .- - : - - - -- s . - ----• , 00 I N t� v� ■ �, - Ia- _ -: -- -=- STAFF PARKING LOT'- -s • ----- ■ - ` z M IY U) J ■ N _"""""""""""" :�. C_1= =I"=-1: �t ' `_ -= �' __ >t _-" / ■ r I TW= TOP OF WALL ELEVATION HP= HIGH POINT ELEVATION ■ ■ STORMWATER CONTROL M N a ----- = "'t - I I"_�, a -.= :l` - _ - - 1. = " . = - ~1 . •`� --- / O MEASURE CONSTRUCTED I " ------------ 1 J , �_ _ - - -- - . - C-81 - 1 BW= BOTTOM OF WALL ELEVATION LP = LOW POINT ELEVATION 4 DATE DESCRIPTION ---------"__ _ _A_ ti \` _ _ - ( l - --. ` I - _ - _ _ _IN SBI HEADQUARTERS N - _ � ---- C-811 =\ -a s- = ■ - 10-10-2024 NGDEO STORMWATER 2ND SUBMITTAL ■ --_�_ =t: �\ _ L102 d- - C 81 / n I( EP = EDGE OF PAVEMENT ELEVATION SW = SIDEWALK ELEVATION ■ RENOVATION AND N � ------ \ .\ _\_ _ -810 =\ . _ . " - . ■ U) \ ■ ■ r� I _ -"\_ `- "f L - - - - - - _ -- - 15^RCP I \ ADDITION PROJECT ■ ._` ' - " ("" -=-- = - = I -o FG = FINISH GROUND ELEVATION FL = FLOW LINE U REFER TO SCO# _24"RCP 24"RCP` - 24"RCP 18"RCP= ■ `-\ =-�- 1" _ -- :- - """"""" \\ O FENCE = FG ELEVATION AT FENCE TH = TOP OF HOOD I 22-24611-02A - - (_- ----. . -ZL _ _ - - - . -- ------ \ ■ - = _ L % ■ 1 - - \ - l t"(-- _- - _-- - _ -- - - _ __ -_ ........... C-810 ■ / FFE - FINISH FLOOR ELEVATION TG TOP OF GRATE \ \ u' ■ 00 - - -_-! a=" "::''o. ` . '_? 1 . - . :- - = ---_==' :>-- -: : ± _ '_- '- : - = - ' . _ - - cv TL = TOP OF LID 2g C-811 - \= - ! t \ \\ I -\.- . - -- , - . - - _ ------------- �* \ - - . / - - \" =:\j=_�_" `� \:- _ - i =4 . -- . - - -:> - LEGEND �" \ �/ -■ '.1 -- ----\- \ \ _ �A\€�\."'� �: -.�� ` _ i �. : - - - . - . . - __ `5 � LIGHT POLE FIRE HYDRANT - - _ ,._ - _ I r \ N N "' 1 t"">1 1 -- "'w %== __1 1. - - __ •{ -.' _ _ "/ - ` :'-`' F- _ WATER VALVE NIIIIII \ �\ CO M ``' f 1/ f - `�_ -- �'- /:- _ _i ------ I SITE BOLLARD 0 &s \�1 \ ' (i ■ , ' _�_ / " �I // - _ `= 1.- - .- _ _ - '_-, - - :: .-f---- / 1 I UTILITY POLE TELECOM BOX \ , / / , '� -/ - = `. ` \ THRUST BLOCKING _ . \"_ _1_: SANITARY SEWER MANHOLE - - - \ ��I♦ 1♦ /yQ \ 1 ■ , /� o f-- f - = _ �s' ". \ - _ _ / 3 - - % s_ '_ _ _ _ \ SANITARY SEWER _ _ _ _ _ \ A / / / ----/----------------=-- = --------- ---- ......-- ------ . --......---/------------- . STORM SEWER MANHOLE p _ \ II' \ \ / / i / ------- --•____�.-...\-<. v.\.... :........... ---•---\ -... ..y........... •_ - ................. ....... O Al \ `\♦ ` / / t STRUCTURE ID: ❑ \ O,i / , / - - :...:....\X_ ------------------..,.,.,.,..'�,.,.,.,.,.,.,.,.,.,.-.-.-I.. : -_------------------- - ---------------------------------------------/-------------------- \ DRAINAGE - _ \ 8 \ \ \ / , , ,, - ,-- OR STORM) OD \ \ \ s I \ \ \�® / / / // // / `�°� �"" \ �) \ r /---------------II -_ STRUCTURE ID: Al ,_ \ \ \ \ - / , , / / / . \ ....... D� ... .,..... 3 1 \. \ 1 \ \ / / \ l Sl \ �\ _ / / \I \ "I \ \ \ , , / / , / /// / \ j_"""" ,,,_,,. '-�-• I. ....••..••• \'...'.'...'.'...'.'...'.'...'.'....'...'.'...1.'...'.'...'.'.�.'.'...'.'...'.'...'.'...'.'...'.'...'.'...'.'...a'... ---I ---- DROP I N LET ---- pp \ \ \ / / \ \ \ 4 , / , , 1 \ _ _ _ - - - _ . . - -------I----I-- -I ' 11 \ \ \ \\ / \ \ \ \ \I \ \ ♦ / , / / // ■ \ _ _ .. ' =.\_-: - ---�-:]_ _ -� . - _ i c - sw•a 3 �-,, o ,-✓ I I PROPOSED EXISTING \ \ \ \ / `\ \ \ ` / %/ /// �i , / \ - _ _ .\.\ = - __ _ __`_.. = •�- / .�' I ■ 1 FENCE )( \ \ \ \ 011 \ \ S , , J I M ry -_-/--- = ___ II \ G \ �. I / I ♦ ch \ � / 3� \ GAS LINE 11 s 5 a X X - X X X - M ,. \I g� UGP \ \\ \\ \\ / 9'L\, \1 \ 77, ��, ^_ �/_ �� I ♦♦// I I MD "� / :: _ ___- cr \ I * POWER LINE \ 01 I UGT - \ \ \ \ \\ L _ _ \ X, - '��F�� '�AIA■ / / / I _ - _ -- \ \ TELEPHONE LINE - - \ \ \ \. 1 1 \ \ �" \ - . l c�-� -tea� �i• \ \ `` ` \ \ \ \ \ \ C EXISTING / \N , .\ `''c� M 1 � `� /I 339 346 �y=i ® �- , - - - - - ■ \ _ WATER LINE W W- - SHEET NAME: , \ ,RIPRAP PAD ( c�\ cc i - - - - - \ \ \ \ 1 1.n / / / _____.___�:_� 1-y---- \ \ \ \, - 1\ I c:a M / 3g ■ Q SANITARY SAN -SAN- - ,, , \ \ \ - 1\ ♦ \ / /3 -.--- I -- -- 3�6 z SEWER LINE GRADING & \, l`." \\� \ - - /� / / I ) \I, U-1 / /' , ' 347 ,� _"� _ 1 I \ DRAINAGE PLAN RCP STORM PIPE A \\:`, \ \ lNV=324.30 / / l `�, �� \ C/FO - (7F0- -11 .1 - _tir -_ - I ■ \\ SCALE 1 30 \ DOUBLE WALL HDPE ` ,, `` ,. - � ) /� /� / / \ �� \\ \t t \♦ I // // // / __ 348 -- •_�_.� STORM PIPE �` \ SCH 40 PVC / - _ / ( \ \ \ \ \ t I I _, - / / - / � - \ �\ I I - ■ - ,\ 10' SETB6CK 30' 60' RD ORIG 2024.09.12 M PIPE �� (� , - 11 11 / \ / v / � '� � A- _ - / - - - � / - , / - - 3 .'. "" .. \\ ` Fo `\ ■ - � ( \ SHOAL OW DITCH - - 3° 3�5 49 \ SUBMISSION: \ x x GRADING \ I / / / , /� , -_ _ \ / / /, , // ; � � _-ate �Jr■N-�■-■js■-■-_ _■-■S ll-" >_CONSTRUCTION ION - SBI LOGISTICS PROJECT _ _ _ _ - _ _ - " -=•• - `� /' II 1 / ' / �% // = ' - - - _ - - - - - - >ta ■ I�■i>_ ■ems■-ate■-■�=� ��■ pro 3�1 _ _ _ _ __ - - i _ - ,� _ _ , - _ _ - _ CONSTRUCTION LIMTS // / �/ / / // - _-_-_- - - - __-_ - - - _ - - - - - - - - - - - - - - - - be � ■ l I 1 //// / /,ate /// /i// iN_ --:� - - - - - - - - - - - - - - - �_____ _ _ � -_�_---«_ _ -__ -__ _ - _ - - _ _-� - �� 35 s - - - \ ' - o \ F NC RAILROADCOMPANY'��:`:`. '``,:;,. \ // / / I , / ,,, i%, _ - - - - �'_ __ -_ -_ -- - -_ _ _ -- - - `-� - _ - _ // / / / / _ - - - - - - - - - - -f - - - - - - - - - - - - - - - - - �--- - _ \ RE1D0447149 \\ \ \ 11 ( / �/ ' / /�_________ - -_- - _ __--_ - - - - _ - - _ - �- � , � _ _ _ _ �, I - - - - - - - - - - - - - - - - - - - - - - - SHEET: `,� \� `, �� \ \ \ � t 1 \ \\I l(// / // /,// i - - - - / - - - - - - / / ♦ ' , L ■ ■ ■ � ■ ■ \ \ PIN 1702913322 _ ��_ / ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ � ■ ■ � ■ ■/ \ \ \ \ ((\I / / \ \ 1 1 1 \\\ \ ( � \ - _ : - / / E. TRYON RD. C=501 0 HAMMOND RD \ III II t \t1�1\�\\� 1'��= °H�\ - ' _f�f�= __ -r 0 � �5`� cti� �,'�" o �,��' o`� � � 110 PUBLIC i , \`344- \�` :\ \�`�:�` _ 11 1 .�\I�t4FIl1�� t� ( \ i _ / ' 11Jb I ,� /� �� / (B.H.M.2, PG.78) 3�S_ _ff / / 1 2 3 4 1 5 1 6 000% CONSTRUCTION DOCUMENTS L