Loading...
HomeMy WebLinkAboutSW3210801_Plansheet C3.0-5 - Grading/Drainage Plan_20211124/ o p �'T �m / \ ar V � P, l ! � s /l 1 / r M W���1 CURVE TABLE— PID: 408-019 CURVE RADIUS LENGTH CH BEARING CH LENGTH DELTA SEVEN ISLANDS ENVIRONMENTAL CI 11334 66' 407 94' N 81°49'42" W 407 92' 2°03'44" v �� SOLUTIONS LLC C2 1752 48' 456 71' N 73026'51" W 455 41' 14055'54" D B 1269, PG 77 C2 1519 32' 488 94' N 73014'06" W 486 84' 18026'20° ZONING: 85-ED-2 — ti /< �/ �j \ — S r ° '44" E 1791 38' — POND I o t � —� ° ) TOP: 770.0 AWL' 764 0 {° tl ll / fl l 11 // / i / h I/7�/ j �� 4 4 5 4 w BOP: 75p 76s �� l 6 Q 10 W— __ 5 770 ^ C o S S / ffo. o c, o ( f f//, / C + a • - I/ / 7 � A (I l/fl//)�J/l ///fff �f/�!�` / !�`{/�/ I/�// / "/ -11 1 / / / / ° ` � `BOO ✓ 5 5 5 5 5 5 5 ' 5 � 4 - 5 4 NAG S75 �m �J 4 o 0 4 4 \ � �. � 1 POND 2 � TOP: 770.0 i // SLOPE MATTING < h/ 55 ° r £ � � 11/l/r/J / � � �� � � I � � J r � �'� -� J I f r � � � / � `- ..' � f � � � � e r os• o /5lf / ////� G ( 1 > v S h h 5 h a s h °'' �� NWL: 764.0 1 f 1 / S j � � BOP: 756.0 790. 4 1 �� j / � � l� —� Plo: 4'09-02r2 f S a v ° 5 — J / / m / / h / t �) SFI NrFI $PE`RMAI�4 81 2 ) _ NC GEODETIC SURVEY r/�1�oj//f (/ / _ // /f / } j / o of r �� / 1 /' o / o o v ° _ o f — / == `�y `_ n l r f f r } f % ° �1 1 �) ( o� WI IS/ WADE MYERS, JR 1 j l� f n o f o 770 I � � -f MONUMENT: BEBOPS I�%J /l�l Q� r/l IY rs L �` S° f ( -� J-�r ��rOB 1275, PG 150� PID: D06633 / ///�fll / v f J Z0}VI�IG: C — / r e ` NC STATE PLANE o s/ / / / / / I ��r \� do �SoQ% i (� / / i �� ✓ } I� / ✓ ��h c I TLC � i / //1/11l// �o/ /z o j�� ^� / 2 9:1 / o v _ COORDINATES: A� /l l i PI N: 677,59103 USFT//. \ / l rJ� /t/�ll )/ / oQ ,�7 �lv I I�w �� / o/�� /l/ j�r�// f �1`��` o �) vs / �L �a (1 `� �� ° ��� n�� 8 J I f �� p 409 05 / E: 1,541,285 80 USFT / / �� %jl/�// // �ti� f, N I/ I r f/ //� f �J �z° I J a 1° I �a U y — D KING G — -� � , s � J `J AH INC �� f o. 1 1 l / S BZ7003, PG 429A / r//r�/1/ l/ll � � � v Z � , / 1/ ( //a � ) �I or of 1 j� Q o ° / if o 0��/ lv�l C ( 1 FP: 780.2 �C �s � Z L /1y l� l°�ii/ / )r �o 1 / l � 0: C ! � l o `/ dl �// / l ° / /•/� ux,- l �� i / �l/ ! lr / f 1 Ij r 1 r �� i I III ( o J / < > r �� a / 100 YEAR FLOODPLAIN IN ..»., l/` �s 25' S TB�AtiK FROM RETAINING WALL IS SHOWN / i j > 0 69o4g, 7 • S / r S — f I I °m / / I ( i FOR LOCATION PURPOSES ONLY ^ / i i �� RETAINING WALL IS TO BE DESIGNED �� r� o#� I ° °( / f ((//i AND PERMITTED BY OTHERS II TRACT TWO 500-YEAR FL00DPLAIN E f yp 4 5 a4 h 5 5 ( 4 5 5 5 s5 C kn h 5 > f C `� fs o �� I 100-YEAR / /1 ff �/ / ` - ° 4 NC RAILRQ/X� � �/'/ �� ,� � � ` 0"W .I 5, 5 °5 < 4 / art// a I> ( 1 � �I .14 � 4 < h o ) % >' ��/ N 4 h 4 4 5 h � / 5 h f 4 h 5 � 5 ° v _ � � � i P�, I FLOODPLAI IN PID: DO`���/�\r w _ ' v is � / I O 1 i 5 O ( 5 5 } ^ 5 45 5 5 4 < I? \ L •� � � � �J� / d f✓/s �jl fLS 1z� SS 10'w 5 5 , 3553% i��1 l 1 I r 4° 4 a h k h h s Z 1 a ` U� s ti � <- 7zg FORLOCATIONPURPOSES NONLY19 W t � e / WALL IS TO BE DESIGNED _ 5 _ r AND PERMITTED BY OTHERS \ \ — � M� 5 � — - ��� RETAINING 3Poy a o P TOP: 770.0 sjl� £ I f ilz J�'oo /moo a P 4 77z NWL: 764.0��P °77i BOP: 756.0 0HP L �� �, ,4 77��z— ° TOP: 770.0�/° ,�0 > 771 .�76 3 - NWL: 764.0 — 5� / 1— `- BFE = 760 82°2TI " 1� S �� --� -7s 5 766 76— BOP: 759.0 0 768=767 66� ?� T TBA 0 — •"fir 766 `— 0 6�i i / 76z 10 R F LA NE / 77(69gg67 - o e 4 N 82° 6-0"" W 17 p ( - 4 �2 - � / I a I II / 0 1 �`7 R/W VARIES ��o ` V �61� f 3 SPEED LIMIT: 35 L . — , . — I ° � MPH I0 cc m Z I I I I I I GRAPHIC SCALE I- / 100 0\ 50 \ \ 00 � �I 200 � � 400 TTT IN FEET) I 1 inch = 100 ft. / N�r,�b� z o z M Q r a Q (� o . <Hwp0 0 Z U LL o o iZ°°° 2 2 — U' p o°4" I- i CO Z Z LL] Q 0 =Q° Qo N w o a o U Co } Y m Co z Ld 0 U Z) Ir U) U) Ld z Y 0 H �2 w > 0 w a 0r w (- ti 0 0 w a w H U) M 0 z L0 O L0 Z Lq E O Q O O N O U � � N 0 Q N � � 2 �� T U 00 w U OZ N E N O � O � } 3 U Q Cr W Q Z Z LL] Q U JN z W z Ld U o Z W ..J Qm — U cl:� 0 Z_ Er. a Ld o � � 0 m 0 LLI m � U In Z CD cc) a. Z Q w 0 JOB NO: J- 29101 0000 DATE: II-19-2021 DRAWN: NH DESIGNED: NH REVIEWED: WBS APPROVED: WBS SCALE: I" = 100' C3o0..j NC GEODETIC SURVEY eO8 7 / p �� d / / / JI / // !( /J o / 1 /(�� // �� /lf/�r J /// / / / / / 1�IJ/ ( /�� 12 DIP ( 1 //// / / / //� � 111 11(/l) - - - /1 87 LF 240 RCP aHI 012 - 0 2.00% 0 HD: 776 59 Il HI 13 �� - -790= INV IN: 771 26 (W) _ - °_ ��� HD: 778 20 _ _ ( (i / � � 8 ° ___ 7gs ~ INV OUT: 77126 (S) 's~� �- / \ INV IN: 773 01 (SW) /8 /ll T� INV IN: 773 01 (S) / w INV OUT: 773 01 (E) //lll )/ / l// // /l/„ / �— — ,�—--=----=— — "Ol / 1 �1�� i! l /l� l / / / /// S ///12" PVc� °�� TP 77633 TP 77 O TP 776 eos7o J/0/ �-� ��C'/l � 12 77s 2► " 31 LF 24" RCP 775 27 TP ` rP 775 75 120 LF 15 RCP a 0 0.50% 59 LF 24" RCP- �� ( ®2.39% / _ - 775 73 TP - / Q / i/1 �ll/)jf / / / ///) l //1/f J �o 1-1 \ \ � !1 ® 0.86% 77527 TP ///l /// a / �� y �� tk� 777 76 TP 77545 TP �/d/l) > \ 1/�// / /// // � �� 7 � / of I TP 777 91 ////l/ / l/ ( I / l� / i a 1 HIAl 0 lo"W TP 777 85 0- 3 —, 775 so rP 1 � (�/ / / (/ i �) // o 0 HD: 776 56 10 W l l f( r, S ll/ ♦ i I r\ / /, / O•-� /_ �// / ' // / o / o HD: 78065 ^� / INV IN: 77111 (N) , O / ` / / / f %f/( j INV IN: 775 88 (SE) / / ; I- 778 31 TP INV OUT: 771 II (E) GI 10 I INV IN: 775 88 (SW) �, / 760 / m x �= 77857 TP 778 56 TP a "" DOUBLE -I D 9 /j % / lfi f / V m I- u < DOUBLE INV OUT: 775 88 (NE) / _ �h � � I^^ I � I -29 LF 12 HDPE FR: 774 99 ) <, � j LL I I 0 1.00% INV IN: 770 60 (W) ( FR: 774 99 M/// ( �°j r 778 85 TP 778 85 TP `� < ti INV OUT: 770 60 (E) <, Z INV IN: 769 85 (W) `CJ / l l f l // l / r / a \ ti INV OUT: 769 85 (E) 779 77s / o� 44, TP / / I 1 ( _ o rw 780 os / 150 LF 24 RCP` 31 LF 15 RCP / _ - INv ouT: 775 94 ' 11 l / / 1 l !)/ j (f /l l // r / l� //// l 1 r ®1.60% / / / TP 779 80 NII TP 779 50 ti o < / 0.50% < � � 12 cLEAN ouT � `�` � ti / ( / / // / 1 i/ /l /o 11 / / 7�IJ / i ol"> 1 �Q �/ / JI �� (// / S l// / TP 77s ss�l 2-5 LF le.__ 00% \ Qi �/ 1�J1�1/l/// } // Jf / J% r/(l/ 0 / S / r o °' „ ` J rn I REFER TO ARCHITECT S / HD. 80 65 / P 779 31-y� 2-12 CAP - > / l /� ///(/ J /// / / / S )// `INV OUT: 77638 (NW) 12" PVC yr 780 12TW DRAWINGS FOR STAIRS AND / / /�/ 11 780II TW / I / �� N/ l 1 a 1111 / l / j l l( lll�� / � � J � ( FORKLIFT RAMP DESIGN, I � /I �80�'08 / / / //0 11// I f / i�� / �1 ooi L / � � j - 779 61TW /� 1 LENGTHS, SLOPES, AND GRADES � L / / �NAG S75 / -SHOWN FOR INFORMATION ONLY \ J �� /// / / SLOPE MATTING 1 / 762 p 779 61,TW_ \ / co �_ / / /co �/ 80543( / o ///// / f/ / f / o l�� �/i f ^ / ���47' 780II/TW. DEPRESSED SIDEWALK /0 O / 1 / (( / J / //i o \ I 'n N AND CURB FOR HANDICAP I J / J I / O ! f ! ( 1(// / /t / / / / f// 150 LF 15 RCP _a ACCESS (TYP) ��l 1 I( " / GI 17 I `� I ` I / / FR: 778 46 ,( �- � / / / Q Q/ / L� �� �V �1 ( lli%ll�Il(( / // ! / / /I ///% / ®2.50% INV IN: 77365 (S) ✓ � / A / ((//// /J rl( / / (/ / %l/ l/ (i ^ / INV OUT: 773 65 / l �/ --�� J l( \ ) l 1/ / O 1 // / JJJ 1/I �� / / / Tw 780 01 r / l > co ON ��/ I l \ ( ) l / /l// v 3 HI 15 v TW,780 01 / l� � f � J / if -� // // ( HD:78393/ ~ C ~� � �^�� IE: 60463 0 INV OUT: 779 62 (NE) / / / I- % ff IE: er0 35 a / = f/ (J /lf ( / /f /— / U W / MONUMENT: BEBOPS10 �- l� l� Q ( /( // rP Tao 08 c ( 1� / �� / _ oo �\ i z / D Q 6 6 3 3 ;-11 l _ ^ TP-780 42158 LF 18 RCP PLANE / / J/J) //// I / / �/� J l u� TP77940 N C STATE / / / / /// /lr f r / f ( / /v �'I �/ I / TP 779 86 / / r / i / / > TP 780 10 rP.780 28 ) .I / / / / / \ / //r / /� l�� l( f' TW,78001 Z-) COORDINATES: o/ �� /) ��//L�ir/} �v / / r / ' _ 1 / / /� / i �� ( FG73 FG 779 93 FG 779 40 591.03 // /� / { / / / / / U S F T / /� I / //// r/ / / / /� S (� 1 / / I 3 GI 18 i� 1- 779 25 1 rw 780 01 / > Z J � / i l/ J l 0 � / / / FR: 778 69 I N : 6 7 7 / / l/l l/// INV IN: 774 47 (W) FG 780 04 11 12 8 3.8 0 U S F T / / // / ; / =/) IJJj/i/ {/ //// l / / /0 J /� / // ) %// INV IN: 774 47 (S) u ( / \� l// f /// / i l / �/ // l / 1/� I INV OUT: 774 47 (N) a I / I a I r I ( ) E, 1,54 , / / I / j r/ll l / //�JJ��! l�j l I r 0 ►- a� �( gPvc r/ )/ / l / 66 LF 15 / / 1 // / I I o o @ 0.50% m I ) I< ) \ — / r1� � lu Le 'jl � f1 � rw,�oo2 ��1 �� � /� � / l l� J l /Jf S / - �1��/ I0/l/ v FR:G179 31 a I W 780 02 1 � �— 5 l l IS/// �/ 1/II �)// I� / \ \ < 1 r\ l� j I f /� t/ / ///> l / l / / I l / J % j l INV OUT: 774 80 (E) l j/ � ,80434 / / ( 1 C/f/// /Il(/ / / �/ / /I/ //, / (// I (/) ( I `° 1ti g"Pvv l \ �_� °j 'mi0)l(/I / / / // ///I 11 // /// /I ////) / I / TP 77964 0)i m �. a �n /// /� / /l 1 ( rP 77940 /\ 1 / I ( J l I 1 I s I I t 5 j 0 I f// / 11 l I I IIII TP 779 95 a rr` /—� ( 1 I / L rJ � / /// l/ ///j / / / / o l r / l f / // � / I m I I ~ 1- j — ' I � ✓ f % � ��' � TP 779 92 I ti '� % HI 34 I a . l // a FG 779 40 // // I / // / / / / / / l/ �� (/ l f / 1 / ( HD: 783 79 I I I - > \ t /// ///� ( / l( I % / �/ INV OUT: 779 22 (S) m TW 780 01' / s / / / 1 � 11 (r / v /l l / / J/ 1 I I` m m 1 a �� i S /( ( j e03 �/ `-- 111 1�r/f / 1 ( /// // , /l/// / (/ �// / I I - / i -- / / — l/1/r/ I I —� � rw78001" �-� �� -�/1f {� / 1 I 1 f / /1 % ( / / I I N - GI 20 _ 130 LF 15 RCP l J � l / /� //�} f // I I � 0 0.52% 1 l / / /J j{ 1 /) J/ / I I 0) %` FR: 778 92 ti-4- INV OUT: 775 48 (E) - 1 ��jl� � GI 19 LET o ((l/ /��/ I 1///0/ (//Im //// / / / ��� TP 77893 FR: 77854 r/ ° / INV IN: 77514 (w) E: 798 8 �II/1/ i / �m / , � / / / / INV OUT: 77514 (N) J / I� \ � / / , S I o o� -4-ii� / I I rw 77973 i / E INLET / I % // /� 1 / / / / l '// I 1 J _ TP'779 19 F / J r 11 / T O / � ill/ ( / / //l/ t / s02- / I 1 66 LF 15° RCP T l DEPRESSED SIDEWALK / /� d F 803 15 1 / f l f / �_ / / " - I / N �� TW 779 30 / IE: 800 87 CIE 799 97 / / / J (l �J l / �I // ) ( �� - i / 171 LF 18 RCP I I 1 / 0.52% °' P 779 30 - / J / 1 a W 779 41 AND CURB FOR HANDICAP 2.00% I I ACCESS (TYP) J J / r _ N TW 780 01 / // ll t( l / / 1 / // I/ / HI #35 /// DOUBLE i m a -ti TP 7, 50 TW 780 01 / J GRA EINL L/ 1 / (Ir �-� n �/ / /l/%�(I / HD: 78169 / r / / 4 1 f /(( / I / INV OUT: 775 70 (SW) I I p n T I h \i FP. 780.2 IE: 801 a� // I I 0',- TP 780 20 / j � _ 31 l /I 'll /� / / LI m m 1 0 ��eo 0'Tw,78o01 �\ �'�/ L __ 97 3 }� / / 6d / / / o oA m eo�m�° °o �. m m r r�� 06 3 r`0 )T 77962 o I / O� _ I n w ro ° 5 ; \ J ` p I a� ,1 25� Lao, I I ) / ° � I TP - a ti 779 62 T \ �0 779 72 TP TW 780 12 ,i 7ao 21ol ` P TP 780 38 / �E- DEPRESSED SIDEWALK / _� m 0 /) /// ��(� �1� / / / 31 LF 15 RCP �, N _CF)� / AND CURB F A 1 ! / r " \ j � / � TW �� ACCESS B F / N) yP ®0.50% �� IH780 1 r 8012 CH LIVE_---/_6EE�� SHEET Np. C3,4 \� \_ / ( (� \ 780 WTP i� a 779 50 TP 12" CAP REFER TO ARCHITECT'S /rR"T� / \� O \ QL, 1 J / 11 f� FR: 80156 Q / ( , /J I 1 IE. 79917 \ \ \ / / \ 79 LF 18 RCP r� p Y /) i / DRAWINGS FOR STAIRS AND / c \ \ (� \ \ 0 " 12" CLEAN OUT FORKLIFT RAMP DESIGN, J 1.60% a 7 LF 12 HDPE OH IE eet 15� \ \cp/ / \ \ \ \ / ®LJ 00% _ LENGTHS. SLOPES, AND GRADES J � SHOWN FOR INFORMATION ONLY r ONT% ��\ \ ��� \ \ / 53 LF 30 RCP • \ 0 \ �� \ j 90HP HI 33 \ / 7 ® 7.24% / r / N % �y^/ e e` °o� Z \ \ DOUBLE \ \ A 783 HD: 78169 \ �'e g22 L 776 1 < < <, < 0 \ \ \ \ �h INV IN: 775 81 (N) �l �P 78a� GI 30 L� ) ,\' \ INV IN: 775 55 (NE) \/ \ DOUBLE < 1 GRAPHIC SCALE _ \\ , / \ INV OUT: 775 81 (SE) I\ FR: 775 94 0 i �J i ti {� - I (r S T� o \ \ \ 1C/� ��/ \ \ \ �� TP. 783 92 INV IN: 767 40 (SW) - 4o i o zo o I ' 80 / 160 �03 HI 32 �� L W 77614 \ BW / INV IN: 767 40 (N) 1- v, I I It�:/79 28 / / \ I / l r % �� HD: 783 30 v v '� -1'f 776 10 INV OUT: 767 40 (SE) � v.�cal INV IN: 774 54 (NW) / c \ TP 775 60 -, 1 1 DOUBLE Z, INV OUT: 773 54 (E) i �103 LF 30" RCP' v v 0 L� IN FEET � - 0 2.25% \ PROPOSED \ :� FR: 774 83 X MH 8 10' W 1 inch = 40 ft. INV IN: 766 42 (W) \�Sall a S INV OUT: 766 42 (E) ZA < 111 I l l ///"Z/' O° azpz m c- -Q U o 2�wo� OIsZULL o o _ i Z °°° __ _ � O i d5 Z Z J p ) w o aN (v) z° �- = U w c9 a A111111lt N w o a o U U) } Y m z w 0 U 7 (r U) 0 w z Y 0 w > 0 w a a w w a 1- 0 0 w a w Fn d 0, O (!� Z Lq E 0 Q O O NO U 0 CC 00 N Q N � -0 2 �� 1 T i U 00 � N Lu U CDZ N 0 E N O � 0 � } 3 U Q W Ld Z LLJ Q W Z UJz CC) N z w W � .J U � WQ�m a LLJ z Q � � :EZ O 00 0 V�Lu Q W � (D a Z Z — 1L JOB NO: J- 29101 0000 DATE: II-19-2021 DRAWN: NH DESIGNED: NH REVIEWED: WBS APPROVED: WBS SCALE: I" = 40' C3el �__� �\ \ o a ° v / rr HI 6 v v ^ /� _DO BLE1aI �o— �J�� - --�_ �� r1 =_ - �� �� _7�z_-- HD:7741s -- --____ =I50 LF 42" RCP '% / n - - _ � INV IN: 767 47 (SWJQ_ p/ - —� — 150 LF 42 RCP �— — `i�\=—�— �-- --777— —"1 �.M�0.50/0��I (\ .IOr \ _7 0- — — �_�� _ti �152 LF 36 RCP v A I( J a INV OUT: 766 97 (/ 0.50% r I t / �� I <� - r �� �I STORMWATER MAINTENANCE 784-ice - ��-� 0.50;K EASMENT / 7-=---r----- — L --tom -- 3 �---- �- - TP ----�- -r --> --- -DOUBLE - J --- DOUBLE I- HI #4\I��/ 1-----L- DOUBLE - -- ---- --h ------ �2 -773 774-- - 78i82 \ 77�1 HD: 774 25 HD: 774 25 HD: 774 26 770 771 780 779 V / / / 176 LF 30" RCPINV r/ I TP 774 49 INi� IOLLT Z65 7N: 766 21 1V(E) INV IN: 764 96 (W) l �J TPA INV IN: 764 21 (W) / L� INV OUT: 764 96 (E) �Y INV OUT: 764 21 (SE) FES 1 778 — � � 0.50% � / � i 7P 775 75 / 777 / TP 774 49 ) I 773 I POND I-INV: 764 00 774 / TP 77s 21 i I TOP: 770.0 P \ TP 775 75 / �\ / TP 774 0, - `` __ �s� NWL: 764.0 775 27 TP ` 'v�'- TP _ I � - � `775 73 TP TP 776 21 / TP 774 51 � ,� I 49 �C TP 775 76 / — _ I � BOP: 759.0 \ TP 774 51 775 27 TO TP�75 00 <, <, (� ) � �� 775 73 TP TP 774 76 775 45 TP — 68 LF 54" RCP INV : 76177 775 42 T cI ti 1.34% 767 _ 775 45 TP � � 774 93 TP I I i � / 7sR P> ) 1 10°W �� - I 77493 TP / 769 10u�/ U I 1 t GI 9 775 60 TP J ? - 774 93 TP i u 773 I I 10"W / _-- - — 107 LF 42 RCP TP 774 82 774 FES / i I <, DOUBLE 7774 99 / ' L1 <� / 775 60 TP I ��W - 775 - - 774 93 TP O 0.50% - ' �• INV: 764'0'b T j INV IN: 769 85 (W) � / \ y < GI 8 � A r� L ' - _ < INV OUT: 769 85 (E) / / I \ 1 DOUBLE /� / Z \ I I y � I < J FR: 774 99 Z, ) ) < c L GI 7 775 60 TP n v ( , ) (7 ( � � 775 60 TP � - � 774 93 TP 0 LF 24 RCP J n \ INV IN: 769 10 (W) f f DOUBLE HD: 774 91 FG _ HI 774 4 IO''W r INV IN. 763 68 (NW) INV OUT: 769 10 (E) INV IN: 767 06 (E) , <, < \ , , <, ' FR: 775 14 s y <i � __ ,- INV IN: 768 35 (W) ` / f \ _ 775 60 TP 10"W INV OUT: 762 68 (NE) 239 LF 1 0.50:K \ , � \� \ � � 150 LF 30" RCP �\ � t � '-, INV OUT: 768 35 NE � � � < i 0 0.50% l ti v 1 1 O , l S Li in �Q a o 1.00% � ti ti �) � 775 60 TP 150 LF 30" RCP <, j <, v <, / ti / < <,ti L �<,ti LI < , ,TP, •_ TP 77 050% � '-' - � J 4 � � ` 775 60 TP 10��w �� 6 61 _ 3g _ L l 1 r < 4 <, < I ! <, <, J LI i <, <I 1 5) </ J �I <l l <l ✓ TP 7 75 67 ( �� J / \ ) / j <, / , L ti < < <, ,/ _ <, < % I , � �) <I TP 775 60 TP 777 08 776 4 - l 4 ) 775 85,I W 1 JI t/ Sj I / �l �\ \/ \� ); l <, L�\ / / <, `<, '29 LF 12" HDPE� 77771 TP - TP �I l r \_ ^ — 1 / ! \ (� 1.00% 775 95 < ti (J < ti < LI L (J 4 < L I TP 777 84 778 01 TP TP 778 22 TP 777 90 .� TP ,77 29 L \ � 0 / TP 779 23 _ 5fi -0 /77565 778 30 778 05 P� D . �� / / \ 1 / - / INV OUT: 775 65 TP TP� 1 / / L 11 - TP /� r / , - / /� I2 CLEAN OUT 777 09 -7 ( � � 1 � A E R M A N/ l �' � � I 2-5 LF 12 HDPE ` I S �lV ADE MYERS, JR. J z� 0( �JS \ I 2-12"'CAP // 3 1 m� I �J � � � r JJ / ) I ) --�/ f ��/` J--� J VV I �� r� f� �1 � I � // �\ �\/��_/�TW 78012 ~ �- I �g\ J/ J/ f/ 1 ( 1� I �� �/ / r \1 �.0 J_I�75�, P G. I50 �' 1 �� > \ 5 P- V TP 77496 Z / �o / i 1 \ i / I ) f - - / t % I J r I // REFER TO ARCHITECT'S / a TP 77918 / 1 I J CBI ✓ L DRAWINGS FOR STAIRS AND / i I / / / O N I N G - ) I L FORKLIFT RAMP DESIGN, TW 780 01 ~ m ��� / / / /� f /f / �� �� e3 ( ✓ / /J r � / �/ �/ // \ ( LENGTHS, SLOPES, AND GRADES TW.779 51 SHOWN FOR INFORMATION ONLY \ III-5% a J DEPRESSED SIDEWALK I � r- / / } / / / ` I o ) J �/ AND CURB FOR HANDICAP /TW'779 51 1 r ACCESS (TYP) TW 780 01 TP 779 18 � Tw78001 0_ J -TW 780 _ �— I � / Z s v \ , �— �/ TP77940 O it T r \ V A— A �� / V 77714 I J ) 11 I / j ` /� L ^—� \ J \ J(^\�/ \ TP77940, m / ( �� yl TP 77714 n m �� \� 1 � ✓ ��— l — Zv cam' �� /> �001 I a ( \ ( I I 1 / \ \ \ o TW 780 01 o r ( / !� ( � 1 1 �� / > > �r / C �A ��A - 10 TP 774 96 01 JTP_78002 P 780 02 � ` — / l v NairOD IQ �� 1 1 / \ �� W i I �� (77942" a s I \ \ /TP �1 i 1 1 I TP 77710 FG 775 7 11 I 1 ) I �� J / 5� /TP 779 40 TP 777 IO FP: 780.2 �s— `' / �I I I I / / ) \ \ \ TP 775 67 FP: 780.2/ M a I I I ` I J / ( / ) , \ TW 780 01 rw 78001CD TP 775 14 1 1 i / IWATCH LINE�Ie ^ �� �> / / / f� a JL TP 7i798 J i �— a.^ /INt SEE ( TPA 777 02 \ ^ s < < rP 777 88 a y F / F TP 777 21 I / Iro / / i L U �� o 0 o A / i ° �r 779 44 J i �� TW 78- � TP 775 67 / ( \ r / C s 80 05 r� TP_777 87 T TWO �' GRAPHIC SCALE �� l \ > L / I TP 776 29 TRACT \ l - TP77950 N \\ < < 40 o i 20 40 - _ ao iso / /- C TP 776 68 O� \ \ / ( 1 '/ < J I ( �� ` ,Cb- TW 780 05 N 778 02 TP l �• < <� 1 / I `' > ;ED SIDEWALK TW 779 62 N a L 1 G\ l c� I ti i `) ti , i , f - ! L r� / I J \\� I ( IN FEET ) ACCESS (TYP) 6 < I� r I I f AND CURB FOR HANDICAP < ga I < Z 4 (< / TP 77644 I / O L / 1 inch = 40 ft. I „ I � (/ REFER TO ARCHITECTS f a 311 LF 24 RCP q 4j 4 ` ( `� 1 / J / l \ DRAWINGS IDESIIGN, ~ I � I / � � TW 779 @ Q �( DOUBLE � tj 1 J� I � 1 � 62 0.71Ai LENGTHS, SLOPES, AND GRADES 5 0 0 < FR: 774 83 < / <, - i p f� ; \ `, `� `,<, ( ti ti �� < < _ I \ ( ' / / \ - SHOWN FOR INFORMATION ONLY TW 78012 to I 77718 TPA / INV IN: 766 42 (W) r < ti \ ` L / o INV OUT: 766 42 (E) <� / , <y ° <� < j <� LI I / ( J Y / L o 41 ' 11rAP TW 780 O o z z o y lk 0 Fr (Dr < LLJLLJ 0 a Q Uo . 0 Z U L� o o — iZ°°° 2 2 — — � (D p i CO Z Z O'V W ```�```` ovv ofiloIIIInl\ Ov =° Q Q o M wow= mS re \oF N N 1 w I O N Q i = O U U) = } Y z m U) 3 U w � z > w w � g O Q U w Z LLI w z Y " O ~ d5 v� H W to > 0 w EL z W w w w 0- 0 ti U O (n w o w U U) z a w 0 tr a w � w U) a fn N Z O Z Lr) E O Q O O NO U 00 0 Q N � M `2 T� N w U O � E CV Z O O 0 3 U Q Cr CL W Ld Z W Q W (� Z UJ Go N z w W z > p ., m LLJ U WQU Q W Z Q O�cr- m Z V0Ld o Ln Z 0 LC) C cc) (0 a Z Z — 11 JOB NO: J- 29101 0000 DATE: II-19-2021 DRAWN: NH DESIGNED: NH REVIEWED: WBS APPROVED: WBS SCALE: I" = 40' C3o2 —C\ 1--- ES JV : 764 00 t E 00 r l� l // N Cr � l a i t 1 I J I J J, -CS 88 FIR: 76855 INV OUT: 761 50 (SE) oc, I FES - INV : 760 50�) / J / 1 -31FIRGENCY ULWAY loll lo� i PC: 409-056 \ < ��J QH MC I /I 766 / J / D.B. 703, PG. 429 ; \ r f Z 0 NM F I J \ � I 761 \i \ l6\ loe I i STORMWATER ) / MAINTENANCE l / EASEMENT / / f \ / / `\ \ Ile -h' / MATCH S EE G� \J � I GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. z 160 I N N w 0 N Q i U U = } Y z Co U) 3 U) w z > w ww o a U w Z U) w W Z Y 0 O C w u) > 0 w ELzW w w w 0- 0 ti U 0 (n w o W U U) Z a w Ir Q w � w U) a fn N Z O Z Lr) p E O Q O N U 00 O r Q N CO `2 T� N U oZ Ln 0w E CV O � O � } 3 O U z ^Q C L W Lv Z W Q WV� Z UJz N z w < W.. U W J a � W Q O�� m z V0L o Ln ? O LC) OD a z Z CL : J- 29101 0000 II-19-2021 F NH ED: NH ED: WBS APPROVED: WBS SCALE: I" = 40' C 3.3 30 171 LF 18" RCP i i 66 LF 15° RCP — a ti TP 779 30 lyy 779 41 AND DEPRESSED SIDEWALK / / l J� J \ , J J L �' FOR HANDICAP / ( % / T / V 2.00% ®0.52� �_h : 1/ i� ACCESS (TYP) / / 1 < r I 5 l j\ I I / � � 1 / i I I i I 1 r 04 - . TW 780 of r / / I — ti / ( I HI 035 ) / DOUBLE 1 a TP 77950 TW 78001HD: 78169 INV OUT: 775 70 (SW) ,� r� j i FP: 780.2 / I I 1 � o 0) >e o � Tw 78o TP 780 20 U ID /� m w ro ao � CD CID 6 �N TW g 6 // r CD m o w/^' \ ��' o 125% ' 11 _ 77s2 _ s j 1 � TP 77972 TP 78021, �- o� . TW 780 12 , J / ^ m �� DEPRESSED SIDEWALK �) �� �� TP 7gp 38 ( / AND CURB FOR HANDICAP f _ ) ( / CP' �, �� ACCESS (TYP) / / f e° / 1 LI 0% 1 715 - 4 /• TW 78012 MAT�C11, LIN .���- EEC SHE�`T ,/ NO. C2.! / a — r h / I- 780 09-TP 0 2-12" CAP REFER TO ARCH / ^ / rn 779 50 TPA " ARCHITECT'S / �\ 79 LF 18" RCP N o Y ! i „ DRAWINGS FOR STAIRS AND l l l / —/ \ a o 7 LF 12" HDPE 12 CLEAN OUT FORKLIFT RAMP DESIGN, j / \ — ! LENGTHS, SLOPES, AND GRADES ® 1.00% i �� < SHOWN FOR INFORMATION ONLY 53 LF 30" RCP _ A o I �1 _ T 7.24� < y > TRACT ti HD: 781 69 m A �� i ZA 7a3 / - ��� ( r % / / S C l C T �TWO 796 DOUBLE �/P r "I " 9 1g2 , ( 77s < �� INV IN: 775 81 (N) O �P 784 GI 30 INV OUT: 775 81 (SE) ��� r \ \' DOUBLE INV94 INV IN: 775 55 (NE) �/ �� P 783 g INV IN: 767 40 (SW) _ i ti ti � THI 32 \ 2 L W 776 14 INV IN: 767 40 (N) <i ��— \ � �N HD: 783 30 ��\\� BW 7T610 INV OUT: 767 40 (SE) < 99 LF 30 RCP GI 28 I <LI r < ( ( < < 4 < < d �\ INV IN: 774 54 (NW) \ u \\ 10 P 775 60 0.42� L DOUBLE i 4 INV OUT: 773 54 (E) 103 LF 30 RCP \ 1 I <, FR: 774 83 �<� 2.25AC \ \ ` 10" LI INV IN: 766 42 (W) LI INV OUT: 766 42 (E) < ss 10 W < 4 HD: 786 04 137 LF 300 RCP Ss JO"w �� ti <, 4 <, ti O INV: 784 01 1 INV IN: 771 23 (W) ®0.42A+ L cr d 775 25 TP 10w ZA f INV OUT: 77123 (NE) s SS 150 LF 36" RCP 0.42% I T ss �� 10"wp � w �l ROPOSED MH 7 - SS �� 10"W Q I^0 ,BW177617 sS J 1 / CTW 788 97 775 40 TP �� 1 TP 775 21 ® 1 \, 150 LF U. RCP GI 29 150 LF 36 RCP -, 0 0.42% ss FR: 774 90— / 150 LF 42 RCP bS DOUBLE 0.42% / TP 775 21 � ® = Q 0.42X INV IN: 766 99 (NW) 18" RCP ` �� INV OUT: 766 99 (E) TP 775 a 50. TP 775 21 ® 1 J O > 4 @ 0.70% fir' RETAINING WALL IS SHOWN 1 ) J FOR LOCATION PURPOSES ONLY G1 jF27 a TP 775 50 TP 775 21 �1 9 62 W �89 pp TP.775 94 RETAINING WALL IS TO BE DESIGNED DOUBLE <� - _ 774 83 p AND PERMITTED B\OTHERS FR: IN- 765 80 (W) GI #26 < TP 775 50 3T r j - \ - INV OUT: 765 DOUBLE 80 (E) f FR: 774 83���' TA / INV IN: 76517 (W) G1 25 TP 775 50 <.c� a O \� �� `\ , ; — I \ DOUBLE I `� J ��n \ ` 783 �\ ,INV OUT: 765 17 (E) P 775 30 A �G \ , — / FR: 774 83 GI 24 BW' 2 - / In �` GI DWIB �792 lei Tao 77s 77a 777 TP 775 94 INV IN: 764 55 (W) U INV OUT: 764 55 (E) DOUBLE L FR: 774 83 — ? �\ \ �J� — — FR: 787 51 \'' ``�TW1783 24 /� _ — — — — — — INV IN: 763 93 (W) J \ _ INV IN: 782 60 (NW) �� �, ` O / / \ — / \ (E) _ ^�� J --1-�— — -` INV IN• 76173 \ INV OUT: 782 60 (SE) HFi r I — — — — — — — — INV OUT: 76173 (SE) —_ OH P L� �j TP77593 ti \ Sb " — \ 77 — s OH 144 LF 18" RCP, �. h �H�� �r� 0.50% INV: 78188, 1� lc �o OHP / j 1 f 774 773 — O / ._ I �) i \ /) /�� % < ---- - _..- ---- - /- v ✓ o O H P l / r 7 72 ol OH l o ^ \�HP n_ \ -- — — -- TF _ - — GRATE o co _ V -o' I o I I I S - _--- ___ r - Q Lu / I LL I I w CO) Lu Lu / I I ui I I I / I I / I I L I I I I I I / I I I V I - - - - GRAPHIC SCALE I/ — — I 40 0 20 40 e0 _ — 160 I J / / I ( IN FEET ) 1 inch = 40 ft. .` No/ �. z z F ' ° oy U O�zULL ° HCOZ z ```````� wOj °° i 'ice Qo'cf) w0 cn ° Z �- 'Co /11111111111 N w o a i 0 U � } Y m U) H z w 0 U U) Ir U) w z Y 0 H H � Lu > 0 w a of of w (L i- 0 0 w U) a w U) IM 0 z 0 Lo V1 Z L o E o Q p 6 U 1` N O Q CV C1 � � 2 D �o C T i w u U Z E 0o o � O 3 U a W w z w a W z UJz N z W W p U �Jm ., � W � o WQU DC Q w z Q O m z V�L o ?o CD _ CO 1 cD a. z z CL JOB NO: J- 29101 C DATE: 11-19-2021 DRAWN: NH DESIGNED: NH REVIEWED: WBS APPROVED: WBS SCALE: I" = 40' C3*4..i o / CD � TP 77710 r' J / �j ��J ti FIG 775 7 \ TP 779 40 HI 40/�' \� FP: 780.2- �s- \ TP 77710 � �s TP 775 67 DOUBLE C N HD: 772 98 \ i -- h INV OUT: 767 63 (SW) CS 7 88 5 TW 780 01 L FR 68 1 S TW 780 01 -- ° INV OUT: 76150 (SE) r ( ��� r - l r TP 775 14 6 \ M TCH L NE S IsHEET� 1110: C3.2 764~ TP 77798 /�/ �-�-'���,S �E H ET NO. C3.3 ,777 02 / I / / / TP77788 TP a`�� //�j ���/ �� ���/. r� A � � �21�/4 � I� � FES' ���� � f ��-�'� / l / / L - A _ ro - INV : 760 50 / ( o> _ ° ; o o 'ss / )� �� TW 780 05 44 , ti TP �� TP 775 67 87 T V Y O LZ / r \ �� o J / / TP 776 2I9 \ FES J \ 1 TP 779 50 N \ dp / INV: 76400 /CID rP-776 s8 0° f �� C J 0 l ( c5 TW 780 05 N h \ 778 02 TP 1 °' 1 \ / DEPRESSED SIDEWALK TW 779 62 "' a ® _l TT;R;7_�_ LAND CURB FOR HANDICAPLACCESS(TYP) a �V o / 117 LF 54" I `, REFER TO ARCHITECT'S a e ~ v a 311 LF 24" RCP \ �( DRAWINGS FOR STAIRS AND TW 779 62 ~ ~ 0 0.71� �Q JB 100 J \ FORKLIFT RAMP DESIGN, �/ FR: 773 68 LENGTHS, SLOPES, AND GRADES / 5 O \� \� '-'INV IN: 764 00 (SW)- / SHOWN FOR INFORMATION ONLY �r L;W 78012 0 TP �/ - �� 777 18 - � INV OUT: 764 00 (NE) N <� < A 1 <�/. < < / 2-12 CAP 10, T 780 12; o° FR- 77394 I \ J 2-5 LF 12 HDPE �, wv IN: 7sa oo (s) -r/ / 01.00% INV OUT: 764 00 (NE) , \ \ 1 � / \ 4 .INV OUT: 775 65 � m� / I � �, ,3 � �� � � \ <� < < ZA-� <� <� 1 <i TW-780 777 84 RETAINING WALL IS SHOWN FOR LOCATION PURPOSES ONLY A� \ \ <�, Lk, 8 <, / I Ie a r RETAINING WALL IS TO BE DESIGNED / �' `� ti A ,� L o 29 LF 12" HDPE � n �( TP 777 66 ^�h � � � AND PERMITTED BY OTHERS PROPOSED MH #6 < - - 10' � � i i / i � � i , � LOOA+- a 93 LF 54" 101,w t / I � � I2" CLEAN our 0 0.00% ss 1o"w TEMP LIFT STATION 6 � �� TO BE CONVERTED 77 '� ,� 151 0 042" RCP to"w rP 775 so TO 5' MH #5 1 \ ^^° INV: �v TP 775 30 O 1� 150 LF 42" RCP 1 <; 773 98, ^^� l� _ 0.50� r A HD H773 0 ^^ POND 3 U / o �( / I / ( - 0� 774 93 _ � __ _ 140 LF 36" RCP rP 774 73 ^ TOP: 770A , � � �1 Q /� 0.50% TP 773 55!' INV IN: 765 43 (NE) �� z / INV OUT: 76543 (W) ° NWL: 764.0 TP 775 30 774 87 TP _ _ �^ BOP: 7 y� ( I _ �1� \ x/ O\w R24 - ^ - O/ HI 36 774 34 TP 7 �m / c/ r O � J �/ FES 6 m \ O� DOUBLE POND 4 ^ INV: 764 00 e / /�\ A \ HD: 774 62 101 LF 24" RCP (� ° 169 J TOP: 770.0 HI 37 TP 775 93 INV IN: 762 48 (E) � �- _ � 1.49� NWL: 764.0 — DOUBLE r HI 38 - t r FES �1 EMERGENCY i J INV OUT: 762 48 (W) �—� — HD: 774 79 �- � � �� a � 0'p0 m9 / J�� �— BOP: 759.0 HD: 773 02 = \� 36 RCP �/h INV: 764 00 a �/ SPILLWAY - - _ INV IN: 763 23 (E) �_ INV IN: 763 93 (E) - 130 LF 0.00 INV • 760 57 - INV OUT: 763 23 (W) INV OUT: 763 93 (W) - \\ 6" K�+P' �60 �66 16 / r� / 500 YEAR \[� �) \ 760 — — — — — —�-- — , I'L9 LF 3 - ">�6� FLOOD PLAIN _ \ ( L7\� 7 \n —761-762 _ — — — — — — — .... J — — — _N — ,q-APZ— I 85 LF 15" RCP�� ° 169 - -� ^ \ �, / 0 / \� —763 - (0 'l1 l ,/� 7` 0 764 INV: 764 00 77 @ 0.44% \ \�/ % 25 SETBACK . J / FROM l0o-YR 765 7ss N / '6' / FLOODPLAIN 1 767 76s 769 o FES (°'o / 76 HI 41 INV: 00 7 HD: 76796 V FEMA ZONE AE �) ) 1 \ ? \ ~ % r/ m9 L 770 ` � L INV OUT: 762 34 (NE) _ STORMWATER /// 770sai MAINTENANCE \\_ P J 769 763 EMERGENCY � rr 3 / EASEMENT r \ � L � � � � C � a s OHP ` 767 7ss— SPILLWAY TP 767 06 - ss / 76 -- �TP 767 10 1 j \ \ F� 60I5 7 - - - INV: 761 54 _ r6�— - OHP _ G�� �HiZ , 767 r r / — J l J IE: 76042 0 S �� STORMWATER16�J �► D✓�P� ��� 767 J 762�76763 Ste, _ ."� g \ 1~ `� P MAINTENANCE - - -► �= -PROPOSED — _764 — J —Av MH 4 — `FUTURE MH #2 INV .762 35 = 766 ^ - �) I 1\0\ oo 765 08 FG - 5 o � — I 6 - _ 162 LF 24" RCP — _ — 111\\ — — — — — o \ — �� ® 0.50� �- _ — \ — \ _ —(9 ,FUTURE MH #I - - — _---- I - - _ 1 J — W-- — — _ f_ - - - I — — — _—� ATE INLET DROP_=_ - — _ _ — _ Y FR: SHOULDER BERM ------_-_ - __ _ �� IE: 76 GUTTER NCDOT I-- L\ _ p __ _ - � U TL ` , \ _� EX REMOVED STD 846 04 %- - - Lu Lu L W I I z � V I � � I I\ I � a � I \ I SMH \ I s \ I FR: 766 66 \ I IE: 753 98 I I \ I I \ / I I GRAPHIC SCALE / Ico I I40 0> 20 40 80 / 160 I/ ( IN FEET ) / 1 inch = 40 ft. a I I I I I I I III////`/' `'.X'I,o%%I 0 U r Q Q �Hw00 ° a U o o o O D z U L Lta ° CD z z �'''///n n n n I u la```�• Q _j N o OD °o N N w 0 N Q i U U) = } Y z m U) 3 17) w � z > w w � g O Q U W z O U) 1,1 W z Y 0 O ~ d5 cn H w cn > 0 I- w a z w w w � a 0 ti U 0 cn w o W U L z a w 0:U a W w fn N 0z O z Lq o E O Q O N � O U � 1 00 E N O } 5 Q N � 2 �0 1 T i U CO � N Lu U O N � E CV Z O � O � } 3 U Q Cr CL W Ld Z W Q WV� Z UJz N z w W WQU Q W z Q Z m o V 0 Ld U o Ln ? o In OD _ I a. z Z JOB NO: J- 29101 0000 DATE: II-19-2021 DRAWN: NH DESIGNED: NH REVIEWED: WBS APPROVED: WBS SCALE: I.. = 40' C 3 s 5