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Home My WebLink About20151256 Ver 1_C_11_0 STORM PROFILES_20170119a O 0- 00 ori cfl 0 N O z U) W Ll0 0 3 O 0 Q- M N 0 0 0 U) z Q J n W a' 0 U F - Q ry I z U J co D 0) _c �3 0 0 0 :}., 0 1 -0 O a - CD 0 U z N 0 0 0 Ln 0 IIIIIIIIIIIII III IIIIIIIII!III 1IIIIIIIIIII IIIfIIIIII1III c0 I -"""""' �IIIIIIIIII!II ____._ T�II1IIIIIIIII �- "I�{IIIIIIIIII " / �� IIIfIIIIIII1II _ r II 1I IIIIIIII1 �N♦II I IIIIIIIIIIII1 IIIIIfIIIIIII I v�W-Laa 1 2 3 4 5 6 7 8 9 285 C4 � •r \ V- (p----------------- -------- I-----7 T T--------1---- 1-------------- -- - ---------- - - - - -- J ------I - - - - - - - ----- -r - ---- 0 `�` ,d, M I I rOp I I I I p I I ni Lei C C. I c0 p 1\ E , N N N N 1 1 N 1 1 N 280 280 ---- - - - - - - - ----- -------- U _ 0 0 W E z W Ed 0- 0- � d U z 275 275 ------------------I------- ----------1--------- ----------------L--------L--------L------- L-------------------------1---------1--------1-------I--------L--------L--------I.- - � -- I --------1 0- z EXISTING GROUND I � 270 1 1 1 1 1 1 1 1 1 270 ------------------ --------- ------------------ --------- ---------1-------- --------I---------- -------- -------- --------- -----1--- ------- 3 _ IIIIIIIIIIII --------dII •, -----II --IIIIIIIIIIIIIIIIIIfI 11III IIIIIIII----- ------------------------------ III(II 11IIIIIII �J- ---- --------- ------II!IIIIIIII1III!I!I1I1! 1 -I(1-_---/---,--pzp -- -- -Il --I!!!IIII1I!IIII 1111I - -------" ,i�III!IIII!III 1iI ---- -------- III -- 1IIIIIII!II!II!!I !I i!IIIIf-- , --!!IIIIII!II!!IIi !III I / I1 IIIIIIIIIIIIIIIIIi III IIIII ' 1IIIIIIIII1iIIIIiIII II IIIIIiIIIIIIi1II11 I - IIIIIIII!1IIi1III III IIII II N I1IiIIIII!I II 8. 40 d' 1 18"�1N. 265 1 1 I IIIIIIIIIi11iII IIIII II!I1 -1IIIIIIiIr1I1 IIIIIIIII I11II 265 I--------I-------------------------------------------1----------I----I---------4-------- --------4---------I---- --- -------- -- 11 .�+•Y��da�_I '. � F�QJJ ... .. .0 6 .00� N 15" CP PROPOSE[ GROUND I 012.50% 1 260 1 1 1 1 260 -------------------- --------i---------------------i------- 1----------------i-------i------------------ 8" 6" V&, 1 00 259.76 1 1 8 V& 1259.37 00 V- 12" WL 57.99 1 7 1 1 1 1 1 1 203.7 24" RCP 0 9•60% 254.77 1 15 STM 18"IMIN. I I 1 1.0255 �. = 252.97 1 1 1 1 N 24" RCP ®1 15„STM 255 -1---Z4"- -t--------t -----fi---- -------- �--------I-------- -------- ----------r----------------1---------t--------INV. 257.36 I 18" STM a�...... 031 �........ �.,.�.1a.<611.71 oP. .1 1 1 1 13 11r00% IINV. 2 24" RCP 15" STM 1 N I INV. 1255.71 RCP 4 153.48 W_250 f„SCR -------5fi1rfi---r--------- I --------- 1 --------- I----- I n3 STM t 104.56 0 -RING .o0% z INV. 252.85 i i427.1CP 0,93%z JOINTRa N 1 136.00 - 421 0 -RING I ! I INV. 249.85 1 1 1 1 1 1 1 1 1 1 1 1�IJOINT RCP ®1 1.20% 1 1 1 1 1 1 1 1 1 1 1 1 1245 Nt0 245 ---------- ------ ----------------�----- 7 1 --------7- ----T ---1-------- ------------------------------- ---- � 6 1 0 08"SA--- .60' N 42" 0-RINN Nto JOINT X1.87% INV. 245.1 I NNN NN N 0 LO 01 00 o000 1 1 1 1 240 N NNNN 240 I I II I I I ------ - ------ I I I W I FI I IN I I I I I I Im I ! I Q I Qm mm mQ I I M I I I I I I I I I I 0 = O 1 1 O 1 1 1 1 MN= I N O � N = () CD I I I I U I 1 O U 1 1 O Q T- 1 0� 1 I n I O U I I 1 1 N I I 1 t0 1 00 `- I I 1 VI I IU 1 V I IU I I IU VI+= U +1 i + + + + + + 0 1 2 3 4 5 6 7 8 9 10 °°0 270 2 20 270 0 ---------------,------ (D = 00 ° C0(0 I � z u <LU 1 4 12 5 14 6 11 7 10 LO 1 U U 1 265 270 ____ 270 270------ 270 275 275 275 ------275 d- O 0 J --------------Il----------1 -------- -------- - -- -------- -------- Lr) N LOO � N :OU d- r I L0 0 l 0 W N M I r i I I UUJ 0 UJ 1 o I I I 1 1 co 1 0 I Ui l PROPOSED GROUND c0 c0 0I N N 1 1 N 1 N 1 1 N 1 N 260 260 265 I 265 265 265 270 1 1 0 1 �270 U 1 U 1 27 270 I 0_ _ --- - -_ Oa. EXISTING GROUND ESTING GROUND C EXISTING GOUND I I f I I PROPOSED GROUNDPROPOSED GROUND 255 255 260 1 260 260 265 265 i W - -------1-- 1 1------- I------ - ----- E -X -IS -TI -N -G - GItI! OUND !!1! ------------P-R-O-PO-iI -E-D- EXISTING --G-R-O-U-ND------- -IiI - R-O-P-O-SE-DIIiI!Ii GROUND iIIIIi II1 III! - No W GROUN ® 12" Wo, 24" 256.84 260 -0 UL 2564. 250 255 I 255 255 I255 260 II 260 -- - - - - -- a. INV. = 1248.67 12" 0) 2" STM 259.47 0I 68.77'1 - 36 ° 1 24" STM 62.00 15 42" STM 4 STM I INV. 253.85 RCP 1.00% 124" STM I RCP ® 11.50% INV. 248. 1 INV. =A 36.39 - 15" RCP 1 INV. 255.06 I . 256.71 50.82 i®3.00% i ? 1 1 245 250I 250 255 255 255 255245 �- I _---__---------------1__--------0------�--------I __-----_---------------- ------ - ------------I I-------- --------- ----- ---- ---------1--- Q 2" STM Lo r IU III III I U- IIII I III 1II UU 1IIUU IIIII IIII III UCJ 00' ---- 1I 42"STM ! . 4 STM ccN N N 4 INV. 1 . I STM I ®1.50 N N I . . I IINV. L 250.72 ,n t I 1 8SAN 1 I * I 1 1 00 1, * " N INV. 254.96 I n N8SAN INV. =1 250.04 N N 1 N INV. = 247.16 1 1 1 240 1 1 1 240 245 I 1 1 245 245 1 1 1 245 250 1 1 250 250 1 111I11 250 ------------------ -------- Z---- �1-------- -------I--- -----I ---------- Z---- -------I-- Q I Q1 ! - 1 _ ♦♦`��:��•�•1• •1•1C.1.1A A1t1R M I m MI I i M I W I M I m M I m O= 0 O= r O = =, I I 0U = I ! 0 1 r--ro 0 U IO M 0 Q0 Q Co QI I Q Q I I 1 Q Co Q 0 Q 1 (00 Q 0 Q I Q + Q + U U 1 + + +� I �U . 028924I � 0 2 3 0 1 1 0 0 0 41/ ON / I///►I111110\ 11/15/2016 s 13 w 2s 25 Q GRAPHIC SCALE 280 280 265 265 -------- ------- --------i --,---- -------- -- -----,-------- i --- T--------, 60 0 30 60 120 240 I I I I I I I I I I I I I I 1 Co 6 I I I 00 I M I N I I f ! I I 1 I +� a W N I � � I I ! � I � I � I I rn (14 ( IN FEET ) I N N N 1 N I II N I I C 0 = C C 275 I 0 U I 1 275 260 1 0 1 U 1 0 U 1 1 260 1 inch = 60 ftH E E •� E E ------- -- ------------1 !------- --- -I }- ------l-------- ----�- - I ---------I EXIST�NG GROUND i i i U v ,� 0 0 I I I ! ! ! I I I I I 3 W O 3 3 I I I I I O"> c .� O 0 :L- > .j E D! I I I I I I I I 270 ; , ; 1 270 2551 1 1 255 c ------- -------I-----PROR O- i -----PROP SED -------- ------ i --------I N (n ro Il GROUN ; >1 1 I f i GROU D ( i i I ° ° ° W 0 0 E o 00 I I I I I I I I I OOO 0 O 265 265 250 250 a 1f CL a- ------- ------- ---- --- _ 4)151 STM INV. = 23.08 I 1 1 1 1 1 I I 1 I 1 I I I I I I I I I I I i I I I I I CD I -------- ------ --------I I N �N Nr cNr0 (Nr0 260 260 245 245 ------------ ----- -------- a 0 0 LO ;!z, M r 24"1 STM I I I ! ! 1 \ \ \ \ \ \ INV. = 2$7.93 %P 1" 0 0 0 0 0 4 77' 24 R 0.50% 89.23' 36 0.65' - 36" 1 ®1.16 CP ® 1.16% Il 1 I RCP , I I I ZCP-1 5 15 Date: 11 /15/2016 255 I-------- '`' r l , 255 240 ,_ n' __ " `�'�-------- I 240 , �o -------------- --- --- --1 ---SAIJ� ---� 0 0 I 1 1 ' N 38" INV. = 12 8.88 ' I Scale: H:1"=60', V:1 =6 N N I _ 1 66.82 1,16b1° o f I Town Certification. This design has been reviewed by the Development Drawn B Checked B RCP ® i o � i i Services Engineer for the Town of Knightdale, and to the best of my y� y: oo ! aro N ¢ (n I knowledge and belief, it conforms to the requirements established in JRR CMR 10i �- O N N N 1 235 the Standard Specifications of the Town of Knightdale. 250 I I 1 250 235 I C M I- 1 --------; 000 Project Number: t IF I ! M I N <1 I Q 1 -JI Q EXISTING 1 Q o I I 8y. _ _- --� Date: ! I q 2-1--Z,60 - 1 m IM I _ Q m GROUND I m ar I I Development Servic6s Engineer 15-0��2-713 I I I ! �h I I $ � hIV I 1 0 o I A V I �j � � �I I O ~ 00 i ~ 0 Q i t° ~ ` ~ `O i i Thes tans are proved by the Town of Knightdale and serve as O Q -* a O W c0 a a 00 a Drawing Number: 1 + 0 + I U 1 1 + = 1 + 0 1 � U + 3 I I con ru tion plq for is project. } 0 1 1 0 1 2 3 8y. Date: .11.A inistrat