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'20 I V.: 73.50 - - _,____ _ _ _, __ _____..._______..-_._ _ _ _25-t` r ~ w 51-Yo w m m N M J N N I- w `r a > W r I- w > O O EE UTILITY CONFLI T DETAIL .. 1_. __ __._ _ _. _ __ _._..__ _._ _._ ____ ___._. _.. N N O O M NNN �#- PR POSED G E EXISTING D J O J ¢ S G GRA J W H J J F--' w z H >11 90 90 90 -z•••z..�. 90 80 ON» �794 - ,»,,,,,,»» _-.--�». .._.».», l7 t p 0- - p a a - O p p a _ _ _,.z-.."„'. : �---�--�- 80 80 80 80 � -.»,»• »».: 80 wo a>O O>O O>O a> O z a0 O »:DDO z z- z - z -- __ _�_._._....._ _____... - Qo�> __+_Z - - - --t- -------I- - - - __ ____-__ _ __ .._ _- ..__ _ _ _-.. z APPROVALS - __...---_ __- __,, _ _.._ _ __....__ _..-...._. _. .. .---._.._ ._._...__ _..__.......- - `-,.E�.'l T.IN(a CRAQE-»»»»»••,. I �__._ �� r_ €_. _,._ _�.. ,..m._.,._.___ - . - ._. ___. _..__'-"__...._..______,...,._._.______._._....._ _ _-._._,-____ ____. I .. _ 4 80 �_ .___., __ @5 - 80 80 - 80 70 _ o _ _,----_»»--. _»_.....»_..--._»» _.,_ • 1 Calls r 108 LF 18" HDPE @0.9% _ __-____ _ ..._ _!_._.._ .. __-- ___ _ 133 LF 24" HDPE @0.3/o p" 218 F »56 LF@087HoDPE KnowwhaYsb@IOW.9 ��--L_,0 169 LF 24" HDPE @0.3 /o "'""-'»'»�'- o "`°`°-"`� �'»"- 70 70 --6-' 1YA;4il�'-" 70 70 �---ro-�--�---- 70 before you di __,__ ..___ � _._ __._. - _,_.._ __ __ - .____ .__.___ _,_._,___....___,.______.._.__..__--.__.-_.,_..-..._._......_..... __________ INV.: 72.0 HDPE.' T-_. ___..___ __ __._._ __._._.._ € 5-t1=-18'�13LTF •5%'__.. ____ __.. _ ._._. _._._.. _ _ ___ __ _. _ _.. _ _._ ___.._..........._.....__.....___._,_.._ _.._ _.. ... __ .. .... _.... ..... THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ... @0.5%... 1 6"PVC WATER MAIN ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE _._____.____„____-_,�_„__,_„_____-_-__,__ ____..__._____.__ __ __._....__ _._ ___._ . _ _ _...._-_.____.__._.___.( _____...____ __ _..- __.� .__.._.._ _. �-.2.1_TO„E:X-..SSM.I�- PVC___. __. .__--._.. _._._. _ .___...._..__. ___ .__ NOTBEEN INDEPENDENTLYVERIFIEDBY THE OWNER OR INV 72M. 2�iF-18" F 1 P€�1 ..._..._... _.____._.__. �_ t 8°PVC ' ° € ITS REPRESENTATIVE THE CONTRACTOR SHALL INV.: 71.63 ------ .--- -- ---�-----�------.,:_.m..:_,..._,__._____.._._____.L,,,,,_,..-__»........._..._._m.-.�..__...._____..._..______._____.,.,.___..... .. _ _ € _ j_.,_,.,_-___..__. .___ € DETERMINE THE EXACT LOCATION OF ALL EXISTING +_ r- ____.._.._..._____._._..__._..: _.._.__.__.._._..__.._...,._._, _ __„_._..............._________..�....______._._...._ ..._.._._ .�,.2.�...,..� _Mi-i 'c. .,,-- ___...,.._�......___.-_......_.._......_ _ .-_ o UTILITIES BEFORE COMMENCING WORK, AND AGREES TO 11 = ��, �- `��:::i 24 LF 24 LF ______ } T 43 LF 24" 34 LF 50 LF 24" - 61 LF 24" HDPE - 18„ �I VV.: 71.22 �T� 161LF 18 HDPE O BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES - 8 --1..- WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S 70 41 LF 30" •--• 24 -- 51 LF 30" 34 LF _" 55 LF 30" ,,,,,, HDPE - 24" __ HDPE @0.3% - @0.2% HDPE �-�"""- '-"" 70 70 - HDPE- 70 - -- HDPE _ LF HDPE @0.4% 30" HDPE @0.3% 60 0 6 2y# tf�lDfo @©: 0 FAILURE TO ANY AND @0.3/o PROPOSED G DE-» I OEXACTLY LOCATE AND PRESERVE HDPE - �----~ ___ 60 60 6 0 E 6of�, 6 ALL UNDERGROUND UTILITIES HDPE o - 0 0.3°/ @0.3% ._.�__ �_.. - �..-._ _ _ - - _ _.. .., _. �,.. _ _....._._. � » _W=� NOTICE: @0.5% HDPE _- _� @0.3% @0.6/0 _ - 1 0 LF 24" HDPE @03% �_�_ CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY g 11..._.- _ OF THE CONTRACTOR: NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY ___L_�� @0.6% € 14: 1 j i RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS _- f ___\�_Ilv VVA I R 3 €i - "--' € ENGAGED IN THE OFWORK, ANY OTHER PERSONSSTRUCTURES, OR 1 T I - --�- 60 60 60 60 50 COPYRIGHT ©2018 ATWELL LLC NO 50 50 50 50 50 REPRODUCTION SHALL BE MADE WITHOUT THE -0+60 0+00 0+60 1 +20 1 +80 2+40 3+00 3+60 4+20 4+80 -0+50 0+00 0+60 1 +20 1 +80 -0+20 0+00 0+60 1 +20 1 +80 2+40 3+00 3+60 4+20 4+80 5+40 5+90 -0+60 0+00 0+60 1 +00 -0+20 0+00 0+60 1 +00 PRIOR WRITTEN CONSENT OF ATWELL LLC STORM Al TO All PROFILE STORM A9 TO A9.2 PROFILE STORM D PROFILE STORM D5 TO D5.1 PROFILE STORM B PROFILE HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' mi VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' W Uta7o 100 I 100 110 I 110 SEE HDPE PIPE BEDDING Q.a M_J, € STORM STRUCTURE LEGEND 1�� UuJ JI�NN 1 d t,1. wmLO�l- ��N N N�N�, UWr-:�� 1 ' DETAIL ON SHEET 702 J LppNO 11 11 II JI�NNN w o I, II II 11 o H I1 I II - W � � o II 11 H II GRATED INLET PRECAST DRAINAGE STRUC. WITH GUTTER INLET Q . _ _ p II Ifr1i ~LU wr r �'� �`n`°No �z� Q__J - -Z 011_ NN SEE DETAILS ON SHEET C702 90 W N r m a _ Y? w~ _».- 90 100 - ----- � - (D� - - �- __ 100 EXISTING PIPE INFORMATION SHOWN BASED ON _ d - - O > > O l7 a _ p II II II p H z' 0 II II II AS -BUILT PLAN BY DEUEL ASSOCIATES DATED MES MITERED END SECTION, SEE DETAIL SHEET C702 �z-> ,_,_•-1=„_L L€> � .HLUN�o t - �_ Z> Lpt In mm F-LU W m II II z > `"- Ln .-- O J 3 V H f� a1 z V W I` V V H N r J - - 2 M o � a - > > z ^ � i z �,I 11 IN r- z -_ U a - D w 1= 12/17/08. ELEVATION INFO CONVERTED TO NAD88 [ e16 ) Ii 11 �Z_> p it II I w p II 1 Rz a DATUM FROM NGDV29. € = z W _ - r- >; OO W W _ ; - Z O O JM ¢JLU � ' w__D aQCwZI-- Z w 01 w y - - ,.,., 80 __»_, _ - _ 80 gp O > o p t O z > o o _,,.,.,.,_..._,. _ 90 100 100 100 100 100 100 - - z U��•-- mt mcoom -_W, N -1�Nr- ._*F-mN •w Ln Ln ... Q I II II II II UJw-��% N�� w O� w I-mMM n II L _ J " s p _ _ ZF l- U LONNN�J N _Zr�ti� pl I-" m LL 1 4''PVC EXISTI G GRADE I Q p II u, p u u II a 1 H LU > W_J r cV w "PVC P S_ GRADE ' O o -- r w r r r I- " 60 J r 1a �_ w to J J 70 _.� , �- 2..00, .-.-- .-. 70 80t4.20 _ _ - Z _. __, fN\ -.,, _ _ .. R W w_. _ _., -.,- g0 > > O w F _, Jw w z z �- O _- C'� J 90 � g0 90 -"i� 90 90 Lo. �...R� 90 � 8"PVC - -Z 00 �� Z- .- p 5ZZO 3 Z z N < = � o 5-4.3 TO -4.2 I ---- �I - z _____., - - > > z ,_,-„_,» .__I } 0 _ z I z 1 = LU = V I I 1 _-_ - N Z � w o O �- INV.: �1.50 EXISTING G E i Z Q N O .. ! 3 74 LF 18 HDPE _ I -- + � 60 60 70 ..-" @0.4% 1 70 - d -0+60 O+DO 0+60 1 +20 1 +80 2+40 3+00 § 80 -" -'- ? - - 80 gp „- 02 80 80 - - » - 80 V � � - STORM C2 TO C2.2 PROFILE i I I -'` I N LU M " ' 33 LF 24" HDPE @ i9/o 5-5.6 TO S 5.3 1 -5.5 TO 5-5.2 - _ _ -_ HORZ SCALE: 1 =60 4"PVC INV.:70.57 I V.:69.87 VERT SCALE: 1 "=10' d 33 LF 2 "HDPE @0.5% 44 LF 18" HDIE @0.4% I to 60 60 48 LF 18" HDPE @0.4% -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 70 70 70 1 70 70 � »--~~~ 70 Z STORM C1 TO C9 PROFILE 8"P C Storm Sewers Report Storm I HORZ SCALE: 1 "=60' INV. 70.29 `_, Z ' I FneNo. LrnelD Line Lent ; Line Size Invert Dn, l vertu Line Slope .Now Rate Capacity Full , Vel Ave n-value Pipe , Runoff Goeff ` I Inlet Drainage Area HGL Dn HGL Up Rim Elev Dn1Rim Ele Up »_ • 1 5 9.1 TO EX Sr,H #9 d .. _ __, _. ..__.'; _ VERT SCALE. 1 -10 _________.-_..--.--.-- ----_� . _-.____-----___... N �, {ft) (in) (ft) (ft) (l�) (cfs) (cfs) (ftjs) (C) (njhr) (ac) I (ft) (ft) (ft) (ft) 36 LF 18" HDPE @1.2% _,. 60 60 1 _»_� _ N w Z 1 EX:PH.11-A-PIPE-1 163,00 3t 69.fl4 69.72 0,42 26.96 26.45 6,25 O.fl13 0.50 3,34 0.70 71A7 71.80 ?2, 75,2D - »» __. _.__" . 1 60 I 60 60 _ y 60 /) 11 1 i > Q 2. EX.PH.11-A-PIPE- 2 ' 25.66 30 9 72 69,82 0.39 24,49 25.60 5.10 0.013 0.50 9.34 0.70 72.09 72.17 75.20 75.21 _-.--__-._____-._...__ _.___----_._ _-_ .___.______ _.._ ._. - H-- w ..._.. ~ - �. d J 3 EX, PH.11-A-PIPE- 3 146.03 30 69.82 ;', 70.35 I 0.36 22.39 24.71 4.58 0.013 0.50 9.34 0,70 ; 72.37 72.78 75.21 75.1Z - -___ - .. __ - _._..___ .____ -I___..__. -._..__ ' Z 00 " 11,111,11,11Z J Z t: 4 EX. PH.11-A-PIPE-I'll 41. 24.86 30 , 70 35 70.49 0.56 19.86 30.78 4.05 0.013 0.50 - 9.34 0,70 72,94 72.99 75.12 75.14 ___. -._.._. - ,____ _ _ _ _._ = O ... ._... 31 7Q 491. 71.07 0.39 17.72 25,6111" 3.68 G�.f113 fl50 .. ,, .._ 9.34 fl,70 73.12 73,36 75.14 75.12 1 w r 5 EX,PH,II-A-PIPE45 1�8,75 I'll.,",,.., „„_,,, ...___-_____.__. __ _._-_.__ � [n a 1._.. Q v " 6 EX.PH.11-A-PIPE-6 28.00 30 7107 71.18 0.35 15.12 25.71 3,15 0,013 0.50 9,34 0.70 73.47 73.50 75.12 ?5.13 . _. _ EX,PH,11-A-PIPE--7 152.30 I 24 71.68 71,99 0.20 12.74 10,04 4.06 0,013 0.50 _._.9.34 0.70 73.68 74,16 ; 75,13 75x47 50 50 50 50 50 SO O _ „_. _ I -0 60 + + 1 20 0+60 0+00 0+60 1+20 -0+60 0+00 0+60 1+20 U d N 8 EX.PH,11-A-PIPE-8 , 16.58 24 7198 7210 0,72 10.00 20.85 3.18 0.012„ 0,5o 9.34 0.30 74.29 74,32 7547 75,51 ' + + Vi •� F-- O _.._._... _ ... ,.. _ _,.,. STORM C5 TO C5 1 P F STORM C2.1 TO C2.1.1 PROFILE STORM E2.3 TO E2.3.1 PROFILE z `� 9 E1-EX.PHIIA-9 40,921. 24 ; 7210 = 72.20 0.25 8,90 12.13 183 0.012 fl.50 9.34 0,26 74.54 74.6€i 75.52 75.36 RO ILE Q Z LA 10 E2-E1 31.47 24 72 20 , 7Z 35 0,48_ '7.93 16.92 2.52 : 0.012 050 9.34 0.32 74.66 74,69 75.36 75.44 " „- " � O 11 E2.1-E2 43.14 ? 18 77-65 72,89 0# 4.79 8.4g 2.71 0.012 0,50 5.34 0.15 74.83 74.91 75.44 76.00 HORZ SCALE: 1 =60 HORZ SCALE: 1 -60 HORZ SCALE: 1 =60 lJ c VERT SCALE: 1 "=1 O' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' U 1 121.11 __. E2.2-E2.1 82.52 18 72.89 s 7I 13 31 0,51 4.28 8.12 2.42 0.012 0.50 0.00 0.1211-1111. 75.02 75,13 76.00 76.76 > 13 E2.3-E2.2 43.25 18 73.31 73 58 , 0,62 3.83 8.99 2.17 0 012 fl,50 9I'll.34 0.2fl 75.23 75,281- I 76.76 77,431. W 14 E2.4-E2,3 ' 94.10 ! 18 � 73,58 • 74.72 1.21 :2.26 12.52 2.13 #0.012 0.50 9.34 ; 0.23 75,37 75.3 77,43 76,96 a 15 E2.5-E2.4 27.49 18 74 72 74.80 fl.29 1,26 6.14 1.26 I .10.012 fl.Sfl „" 9 34 0,27 7559 75,59 7fi 96 77k3 100 p 100 100 -, .. . 16 E3-E2 1- 0,24I mF r� I vF-mNN 12' E4-E3 25,t 18 73 73 73,96 0,92 1.07 10.90 1.84 0.012 050 9.34 0,23 74.93 74.35 76.80 76.81 N � v „ m J .. ,. �I-I�co ww�l. Lom Z r-� m� m�oLn �m u'Z_rrr,�F- o 18 E2,3.1-E2.3 25,20 18 73.50 74.00 1.'3$ Q.93 16.02 0.54 0.012 0.50 9.34 0,20 75.37 ! 75,3? 77.43 77,47 _ vi z r r p n u _J o rn rn t�i w r` . w n m m m N ATE D __ ... 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IT - w w y� 04J19/2018:CITY COMMENTS " .,,, " - - W ., - J .- r .- _. 17.00 27.19 5,85 0.012 0,50 3.34 0,25 72.79 . 72.98' 76.65 76.75 € - w z x _ Z > O J r w • - _ 1- > c2 °o I ¢ I r z z I- 21 A4-A3 50,75 30 7136 7155 0,37i�_4__ O p ._ ° - _.. . w >co m_ v LU r r u*i _,_ ... ......_. .. ....:>. „ 90_ _ 90 g0 e a---.- 90 .._. _.._... .r ._. .._ .. __ .. __. _. -.. ......22 AS A4 33,53 3fl t t._... > z w z F- l7 - > > O z .t 7155 71.66 0,33 16.08 25.45 4.64 0.012 tt501. 9.34 0,1f�I 1. 73,25 - 73.29 7fi.75 7fif3 � O LL, z 0 z > - O O W Z_ z_ H t7 a - a > O - j O 1�123 A6 A5 55,28 30 7166 ; 71.82 0,29 15.62 23.90 3 96 0.012 0.50 9 34 0.21 73 59 73.64 76.63 7715 1= cD O > O O > O - O > > O F z - z z z z _ z _ .o ., , .., ,., ,,- , ,, ,,,,,,,,, ,<,,, ,,.,__ ..,,.r„",,,,.. .....,»»._:,. ,. .-, .,-.,, . ,�,,.,.,., _ ,,,, , ., , „,.,...,., _ ,... _,,, ,....,_.. ,._._.., ,... „ ,,,",, .,""„ .,,.,,, L/1 H Z z Z z z - > 4 - 24 AT-A6 42 58 24 7232 72 A4 0.28 14.82 13.01 4.72 0.012 0.50 s.34 0.22 74,32 74.A4 77'.IS 77.03 ,,, N z z - z - - . , _..._ - - _ _ - _ - - - 25 AS-A7 34.15 24 7244 72,65 fl.61 13.9fi 19.21 4.44 0.012 0.50 9.34 0.21 74.61 74,72 77.03 7fr.89 ____"_ 0 26 A9 A8 50.04 24 72 65 72.79 0.28 13.18 12.96 4.19 0.fl12 0.50I'll 9.34 0,211. 74.88 75.02 76.89 76.55 77 77 ` 73,23 0.33 6,85 14.04 2.18 0.012 0.5 9.34 M66 I'. 75.46 75.57 76.59 77.02 27 A9.1-A9 140,11 24 1 I _»__ _ » .»... 80 80 _ _ 80 28 1_1A9.2-A9,1 23.98 18 73 73 , 73 80 0,29 3.83 5.15 2.17 OAl2 ' 0,5 ,34 0,82 ? 75.68 75.71I I'll— 77'1111.02 77.62 e-••n•� I I I'll29 A10-A9 61.38„ 24 72 79 n 72.91 0,20 .....,_ . 6.10 10.83 1.94 0.012 0. 5_ 9 34 0.62 ' 75.46 75.50 76 59 76.78 .. - 11-11111 i 30 Ali-A10 24.02 18 ?341 73,49 fl3 327 6.56 1.85 fl.012 fl.5.34 070 7558 75.6t? 7Es.78 7fi_76 ---- _ -� f REVISIONS N,, ...... ... ... ,,, ,,,,,,,,,, »,» I „",.1.. .«, , _ ,,.. ,.....,.., .,",,", .. _ ,,,,.. ,, -. 1»..... - 1 t f- 31 B2-B1 24,35 24 1 7000 5 70.14 0.S8 1.09 18.58 0.35 0.012 0,5 9.34 1303 x 72.4fl 72,40 72.65 76.33fft@1 z% _ _ ._.1.r 2 8--B2 1 ,01 1 ' 7 ` 70,7 8.04 0, 0.012 0.5 9.34 0,21 72.40 72.40 7 ,33 76.33 157 LF 18" 1 Q HDPE @0.6% 3 3 fi 8 0 64 1 2: 0 5i 0 98 56 _. _..... 1..._..._ _ 43 LF 18" _ 83 LF 18" HDPE @0.5%- 43 LF 18" 194 �1111111 illll/tt HDPE - - -L �� OBE 1/4?42 LF 18" H D il 33 C2-Cl i 22,17 1 30 70.0fl 70.10 0,45 12.71 29,84 4.05 0.012"I I fl.5 9.34 009 72.40 71.30 7321 7637 _ a _14D_ _ i HDPE _�_+ - ��'� RT �ii 34111. C2:a-C2 '. 149.53 18 1 72.21 72.76 0.37 5,44 6.9 4.33 0.012 0.5 9.34 016 73.21 73.76 . 76.37 _ 7635 i 31 F 24" HDPE @0.4% I 0.5% i �° ��70 � ��r' � I F f �• Cj ��i� ;., I 35': C2.2--C2.1 59.Z8 18 72.79 73,01 fl.3 2.94 6.93 1.86 0.012 fly 9.34 0.63 74.1fi 74.18 ?6.75 7fi 22 1 1 8"PVC ' I �• : G�' m� 1.. _ _ .__._.. .1.- I 1. > 36 C2.1.,1 C2,1 48.45 18 72.76 72.93 0,35 1.96 6.74 1.20 0.012 0.5 9.34 0.42 74.16 74.17 76.75 76.42 41 LF 24" HD E 0.3% - j 60088 .... .......... ... ..,.., .. ., , ,,, . , _,._.. . _ ,,. .. .. ,. I 1 I� 37 �C3-G2 33,34 24 7,42 33.95 6.28 0.012 0.5 9 34 0,11111111.8 71 30 72.21 76.37 76.75 ?0 60 2�l 192 8 P C S 9. TO EX SS H 9 5 38 C4-C3 3324 24 7124 I 7141 0.51 6,75 17.52 4.63 0.012 0.5 934 0.06 ; 7221 : 72.33; 7675 7707 " 6"PVCW TER IN -p . INV.: 7 .70 UINV.-- 39 CS-G4 38 53 18 I 71.99 72,13 0.36 6,55 6.8fi 4.42 0.012 0.5 9.34 0.33 73 16 73.30 77.07 77.48 INV.: 71.00 IN : 68.64 TATE �/� li,__.,., 6 _ 0 6 _ _.. 0 6 0 60 i <f✓ 40 C5.1 G5 35 66 18 72 4g 72,92 1,21 150 12.49 2.08 0.012 fl,5 9.34 0,32 ' 73.85 73.38 77 48 77.23 t I R MAI A��- •1C4QBIQ t�- \�`\�� J ...... . ..._ ' LL 41I I— C6 C5 74 34 18 7213 72,43 0,4C! 3.89 7.23 2.20 0.012 0.5 9.34 0,fl7 73 85 73,93 7?48 7?.73 ; I V.: 74.35 �I/sS! E�G��p , __.,... , -. „1111-1.11_. `° 42 C7C6 4407 18 72.43 7261 041 � 3.64 7.27 1.10 0.012 0,5, I ��ttt/1joNIA1 HI� IIQ7 ¢ _ _._-,__ ..._ ,"I ,. _.._.-_ ,._ ;. _.._ ,,,,,,,,, , ,, , ,_ _ _ __ - - - - -. - - - - - "„" "„_,, - .. .-.._. 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AS " 48 D5 L14 55.E 18 1 71.53 71.93 : 0.71 5,23 9.62 2.98 0,012 0,5 9.34 0.22 73.27 : 73,37 75.96 7fi3O 1 DRAWN B �, - 49 D6-D5 10847 18 7193 72.91 090 3 38 10.81 2 99 0.012 0.5 9.34 037 ; 73.55 s 73.63 76,01 7648 HORZ SCALE: 1 "=60' HORZ SCA 1 "_ ' o CHECKED BY: DG I'll_,_ . ,,,,1._, „ , . f _ + o PROJECT MANAGER: DG 1. 50 D7, Dfi1. 24.65 18 72 91 73.03 0 49 1.?3 7.94 2 33 0 0Z„ 05I'll 9:34 0 37 74 fl1 73.52 76 48 76 491-1111.1 VERT SCALE: 1 =10 VERT SCALE: 1 " 10 _ N 51 D5.1- D5 22.68 .1 18 ?2 72 73.02 1,32 1.12 13.09 2 £ , 0.012 0.5 9.34 0.24 i 73 55 73,42 „ 76.01 7617' ' II I'llI I'll.Al -I JOB # 16002627 ; 1 Notes: j-Line contains lryd, jump N SHEET NO. V 310 _.. 1 o I I