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HomeMy WebLinkAboutSW4191202_17-042_C4 Post Dev_1/2/2020M a rn N m a N 0 C] W 0 U 3 M U Z C) tR w N 0 r i N 0 1 6 J rn c Y O Ov d- 0 Q r. 0 N LJ CL Z 0 Z Q N ■:1■ "■ ME NOMIN ■AA■ 1 I 2 3 4 5 6 Storm Structure Table Structure Type Grate Inv(s) In Inv(s) Out STM 1 HEADWALL 805.91 (STM 3) 801.25 STM 2 YARD INLET 809.50 (STM 3) 806•50 STM 3 MANHOLE 812.00 (STM 4) 806.48 (STM 2) 806.30 (STM 5) 804.48 (STM 1) 803.80 STM 4 MANHOLE 826,56 (STM ) 821.4.8 (STM 3) 820.98 STM 5 JUNCTION BOX W/ MH LID 831,87 (STM 6) 821.00 (STM 3) 816.50 STM 6 MANHOLE 832.78 (STM 5) 822.30 STM 7 PIPE END 813.52 (STM 9) 812.00 STM 8 NCDOT CURB INLET 818.46 (STM 9) 816.86 STM 9 NCDOT CURB INLET 818.68 (STM 10) 815.00 (STM 8) 814.62 (STM 7) 812.68 STM 10 NCDOT CURB INLET 829.47 (STM 11) 815.70 (STM 9) 815.50 STM 11 MANHOLE 819.97 (STM 12) 816.85 (STM 10) 816.60 STM 12 NCDOT CURB INLET 820.00 (STM 11) 817.00 STM 13 END PIPE 802.79 (STM ) 801.00 STM 14 PIPE START 805.29 STM 15 PIPE END 820.22 (STM 16) 818.70 STM 16 PIPE START 820.54 1 (STM 15) 819.02 0 40' 80, SCALE: 1" = 30' JOSEPH T. BUIE .A4 TOW YA H. BUIE DB 932, PG 1210 ZONED. RS USE. UNDEVELOPED JOSEPH T BUIE, .AR TONYA H. BUIE D8 932, PG 1210 ZONED. RS 4 USE. UNDEVELOPED } 4w Ftrp,,, I l IN�E3 � } I 1 }00,opop Opp } GPI' OpFZD W RANOALL M. LEONARD 7RU=E SS� G $ , I , R'W N" qg RDA 2s�P LEONARD 7RUS7FE G G� 2�3 D� ..._.... .� ZONED.RSI N `�� + ❑ USE- SINGLE FAMILY 1 -A 00 RIw -�f� 10 STM 13 -90 ROA D (6 STM 14 �1SAso ❑ IPA gsWOW W, _ cH� iR> f A E' 10,7�5l 8 OB AI i JOSEPH T. BUIE, „44 Z 5E�I q0x y �� } r �' f r• 7ONYA H. BUIE Q �0 r g ;t st F ` s 08 688, PG 285 v V� �r ZONED O14 '�'�� 08 w•.. f, n FAME Y G USE. MUL L � � f r `. 1 TM 2 IM=809.50 >> ❑ R =818.46 G ,, INV 80B.70 (BARBELL)i :Z9 �' Iz _-� w.. .;: itJV OLJT�s1s.8s (9} T-806.50 (3} �2 �. J _ 1IPE COL KtV �j �� r a �813. f -• . / � .. �T • qa ......"n ti ie ._,.-.`p. .^-...,-ry _.-. w p f; �.of p � .. ....... ta.r� 81 - _ ....... �......... 1 w � STM 16 - p 24 RISER y - - • REM=818.88 �- - _ ,.... -• 1NV IN=815A0 10 18 BARREL *' _ w -M^ / y ( ) M w +. INV IN-814.62 (8) w .Y J �-+ INV OUT=812.68 7 w"M..... ~INV 801 5_ .... __ - m �f C Et 8 - H►' y STEM m �'� ❑ $ RIM'=812A0 � 18 � 15- STM PIPE,�y".M ""�•. Wµ -. _.. � � .-� ,� ..- / - 1 INV IN 806INV .30 2 w. { � -__ - 48 4 Z 1�O t` INV IN 80 () g1g. S 12 : r�.r .. ❑ _ N NV 3.8i] (1} RiA1=82O.00 INV OUT-817.00 (11) IA D - s0l 25 STM STM 11 f `o DEL $ . Rf,� INV IN=816.85 (12) g s INV OUT-816.60 (10 i321-1 €u RIM-83 7 `., `I1 STM 4 • R '� + M b'� i RIM=826.56 r' INV IN-821.00 ) � .......... ..... ,.. ... y STM 10 • ' �: .. a t f ^' INV IN=821.48 ,p ? INV IN=819.00 {EX ) RIM=829.47 ` INV ��� Q11T-82 8 (3)�� ur INV OUT-816.50 ) r W _ =8 Q: r ti r'm _:::.::••- INV IN 15 70 (1 __INV OUT-815.50(9) } �► h � E?a , R. d Ilk Y EV w. m. Q, ,m wow.. �Y "SS(v)) 3 ,. _ PIS u_. M �1� 1 Plv 4 83itZt 49 A Q� STM 6 ...,_. 1� - __ � �,i..• RIM=832B78 � ` ■" Storm Pipe Table Line Segment SEZe Length Slope Up Inv Dn Inv Hydraulic Grade Up Hydraulic Grade Dn STM to STM 4 24- 23.13 1.00% 821.71 821.48 0.00 0.00 STM to STM 13 18' 104.93 2.38X 803.50 801.00 0.00 0.00 STM 2 to STM 3 18- 24.95 0.80X 806.50 806.30 0.00 0.00 STM 3 to STM 1 ww 90.06 2.83% 803.80 801.25 0.00 0.00 STM 4 to STM 3 24m 113M 12.77X 820.98 806.48 0.00 0.00 STM 5 to STM 3 48w 360.09 3.34X 816.50 804.48 0.00 0.00 STM 6 to STM 5 24- 41.18 3.16X 82130 821.00 0.00 0.00 STM 8 to STM 9 15m 25.06 8.94X 816.86 814.62 0.00 0.00 STM 9 to STM 7 18w 31.4-4 2.16X 812.68 812.00 0.00 0.00 STM 10 to STM 9 188 104.97 0.48% 815.50 815.00 0.00 0.00 STM 11 to STM 10 15' 181.96 0.49X 816.60 815.70 0.00 0.00 STM 12 to STM 11 15w 30.07 0.5OX 817.00 816.85 0.00 0.00 STM 16 to STM 15 150 8.00 4.00X 819.02 818.70 0.00 0.00 r INV IN-822-50 (EX 24w) _ INV OUT-822.30 (5) 834 " 3 1 8.Y4.29 DVS ....� iE > �/�i � ovr a 1 y.. -41 1 15� RepItt, OF R LD E R PIV C y s 6 qG 44 ,�0, . Gke 1 �........ e, G io &S. ( cn , r1 046 tQ 10 ICE y INV 836.5 XFMR I f Sm?Y DB 193D, PG 1728 TAX PIN #6728-04-92-2624 ZONED: HI, O/1 USE MANUFACTURING EX. METAL; BUILDING w � � 19V I Uo/PvM-r C9ei STOuItPILE AREA B:�if:.. ...._... .._....... ... 2 3 4 L 5 2,/A /# A-C A 1W1 tr a design roue Architecture I Engineering I Interior design Triad Design Group, P.C. 4807-C Koger Boulevard Greensboro, NC 27407 Telephone 336-218-8282 Facsimile 336-218-8010 www.triad-designgroup.com NC Architecture Reg. 50709 NC Engineering Lic. C-1108 p, ?OR gG,p': SEALNZ ���111i111� �$ t �o ti l 0- Ab a 17 ttt oouao 'N �p§S °0Q10tAN \-o° JU LY 12, 2019 PROFESSIONAL OF RECORI L. ALLAN HILL, P.E. Z co Z�.2 Cn w M co Q � a C) LL W Q 0 (1) Z Cr) W LO w0 o 0 C!7 C) i- Q Mk Date Description Revision s GRADING & DRAINAGE PLAN Date: AUGUST, 2019 Drawn: Check: LAH Job Number: 17-042 Sheet: C1A