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HomeMy WebLinkAboutSWP272206(3) NGlsan r' � acc. I_ z6 -qs G 1 �' 1 RfVIGw (s.F S /1` �PJ/yn 9CJ/JcJeE I r fF ENTER [d:)[path]filename(.ext] OF PIPE-DATA FILE S R c:\nelson\svr-1 PIPL 25- yPb� .# t'low, ------------------------------------------------------------------------------- - OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: I Ig"4E y Z p z 9.y • 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. z�i new 2�.� 2L1 0 F - TW/HW DATA FILE 2 I (� 21,1 s2) ENTER: TW-ELEV 'I -I j8 h I8. 1 2t).5 35.5 ------------------------------------------------------------------------------- INFLOW CONDITIONS PIPE NO. 8 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE:O, BROAD-WEIR:l, SHARP-WEIR:2) 102, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V:Q/A s 3) ENTER: VELOCITY(fps) UPSTREAM 3.0 ------------------------------------------------------------------------------- ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD:1, CONDENSED:2, EXPANDED:3) 5, 30, 1, 1 PIPE NO. 1: 100 LF - 18"CP @ 1,00% OUTLET: 34.87 INLET: 35.87 INTYP: 4 JUNC NO. 1: OVERFLOW-El: 46.90 BEND: 45 DEG DIA/WIDTH: 4.5 Q-RATIO: .01 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 5.00 1.22 37.09 .012 .87 .70 .63 .70 .87 # 1.22 6.00 1.36 37.23 .012 .95 .78 .63 .78 .95 fix$# 1.36 7.00 1.50 37.37 .012 1.03 .86 .63 .86 1.03 1.50 8.00 1.63 37.50 # .012 1.10 .93 .63 .93 1.10 *#s*# 1,63 9.00 1.78 37.65 # .012 1.17 1.01 .63 1.01 1.17 # $ 1.78 10.00 1.95 37,82 .012 1.22 1.10 .63 1.10 1.22 $ 1.95 11.00 2.15 38.02 .012 1.28 1.19 .63 1.19 1.28 $ $ 2.15 12.00 2.36 38.23 .012 1.32 1.33 .63 1.32 1.33 2.18 2.36 13.00 2.59 38.46 # .012 1.36 1.50 .63 1.36 1.67 2.53 2.59 14.00 2.86 38.73 .012 1.39 1.50 .63 1.39 1.87 2.86 2.84 15.00 3.23 39.10 .012 1.41 1.50 .63 1.41 2.09 3.23 3.11 16.00 3.63 39.50 .012 1.43 1.50 .63 1.43 2.33 3.63 3.40 • 17.00 4.04 39.91 .012 1.44 1.50 .63 1.44 2.57 4.04 3.70 18.00 4.49 40.36 .012 1.46 1.50 .63 1.46 2.85 4.49 4.02 19.00 4.96 40.83 # .012 1.47 1.50 .63 1.47 3.13 4.96 4.37 20.00 5.45 41.32 .012 1.47 1.50 .63 1.47 3.42 5.45 4.73 21.00 5.99 41.86 .012 1.48 1.50 .63 1.48 3.75 5.99 5.11 22.00 6.53 42.40 # .012 1.48 1.50 .63 1.48 4.07 6.53 5.51 23.00 7.13 43.00 * .012 1.49 1.50 .63 1.49 4.45 7.13 5.92 24.00 7.72 43.59 * .012 1.49 1.50 .63 1.49 4.80 7.72 6.36 25.0T 8-.14 44.E .012 L.4� 1.50 .63 1.49 5.17 8.34 6.81 26.00 8.98 44.85 x .012 1.49 1.50 .63 1.49 5.55 8.98 7.28 Z/ 27.00 9.83 45.70 x .012 1.50 1.50 .63 1.50 6.13 9.83 7.77 l� 28.00 10.54 46.41 x .012 1.50 1.50 .63 1.50 6.56 10.54 8.28 29.00 11.03 47.14 x .012 1.50 1.50 .63 1.50 7.00 11.27 8.81 #######xx###xx#x OVERFLOW ENCOUNTERED AT 29.00 CFS DISCHARGE xxxxxxx#xxxxx##x# PIPE NO. 2: 156 LF - 24"CP @ 1.56% OUTLET: 36.87 INLET: 39.30 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 50.40 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI xxx###xx#x##x###xxxxx##xxx#xxx#xxxx#x#x#xx#xxx#xxxx##xx#xxxxxxxxxxx#xx##x###x## 4.95 1.11 40.41 # .012 .79 .55 .22 .55 .79 #x#xx 1.11 5.94 1.25 40.55 x .012 .87 .60 .36 .60 .87 xxxxx 1.25 6.93 1.38 40.68 x .012 .94 .65 .50 .65 .94 xxx## 1.38 7.92 1.51 40.81 x .012 1.01 .70 .63 .70 1.01 xxxx# 1.51 8.91 1.64 40.94 # .012 1.07 .74 .78 .78 1.07 xxxxx 1.64 9.90 1.78 41.08 # .012 1.13 .79 .95 .95 1.13 ###xx 1.78 10.89 1.91 41.21 x .012 1.19 .83 1.15 1.15 1.19 x##xx 1.91 11.88 2.05 41.35 x .012 1.24 .87 1.36 1.36 1.24 xxx#x 2.05 12.87 2.18 41.48 x .012 1.30 .91 1.59 1.59 1.30 x##xx 2.18 13.86 2.33 41.63 x .012 1.35 .95 1.86 1.86 1.35 xxxxx 2.33 14.85 2.47 41.77 x .012 1.39 .99 2.23 2.23 1.39 xxxxx 2.47 15.84 2.60 41.90 x .012 1.44 1.03 2.63 2.63 1.44 x#xxx 2.60 16.83 2.76 42.06 x .012 1.48 1.06 3.04 3.04 1.48 xxxxx 2.76 17.82 2.98 42.28 x .012 1.53 1.10 3.49 3.49 1.78 2.98 2.91 18.81 3.71 43.01 x .012 1.57 1.14 3.96 3.96 2.46 3.71 3.08 19.80 4.43 43.73 # .012 1.60 1.18 4.45 4.45 3.04 4.43 3.27 20.79 5.21 44.51 x .012 1.64 1.21 4.99 4.99 3.68 5.21 3.47 21.78 6.01 45.31 x .012 1.67 1.25 5.53 5.53 4.33 6.01 3.67 22.77 6.89 46.19 x .012 1.70 1.29 6.13 6.13 5.05 6.89 3.88 23.76 7.76 47.06 x .012 1.73 1.33 6.72 6.72 5.76 7.76 4.11 24.75 8.67 47.97 x .012 1.76 1.37 7.34 7.34 6.50 8.67 4.34 25.74 9.62 48.92 x .012 1.79 1.41 7.98 7.98 7.27 9.62 4.58 26.73 10.78 50.08 x .012 1.81 1.45 8.83 8.83 8.26 10.78 4.84 27.72 11.10 51.12 x .012 1.83 1.50 9.54 9.54 9.10 11.82 5.10 xxxxxxxxxxxxxxxx OVERFLOW ENCOUNTERED AT 27.72 CFS DISCHARGE xxxxxxxxxxxxx#x#x PIPE NO. 3: 56 LF - 18"CP @ 2.00% OUTLET: 39.30 INLET: 40.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 51.77 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .04 Q(CFS) HW(FT) HW ELEV. # N-FAC DC DN TW DO DE HWO HWI xxx#x##x##xx#x##xxxx#x##x#xx#xxxxxx#xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx##xxxxxx 4.50 1.19 41.61 x .012 .82 .55 1.11 1.11 .82 xxxxx 1.19 5.40 1.34 41.76 x .012 .90 .60 1.25 1.25 .90 xxxxx 1.34 6.30 1.50 41.92 # .012 .98 .66 1.38 1.38 .98 xxxxx 1.50 7.20 1.66 42.08 x .012 1.04 .71 1.51 1.51 1.04 xxxxx 1.66 8.10 1.80 42.22 x .012 1.11 .76 1.64 1.64 1.11 x#xxx 1.80 9.00 1.98 42.40 x .012 1.17 .81 1.78 1.78 1.17 #x#xx 1.98 9.90 2.18 42.60 x .012 1.22 .86 1.91 1.91 1.22 #xxxx 2.18 10.80 2.40 42.82 # .012 1.27 .90 2.05 2.05 1.27 xxxxx 2.40 11.70 2.70 43.12 x .012 1.31 .95 2.18 2.18 1.66 2.70 2.63 12.60 3.10 43.52 x .012 1.34 1.00 2.33 2.33 1.89 3.10 2.89 13.50 3.53 43.95 x .012 1.37 1.06 2.47 2.47 2.14 3.53 3.17 14.40 3.96 44.38 x .012 1.40 1.11 2.60 2.60 2.38 3.96 3.47 15.30 4.43 44.85 x .012 1.42 1.17 2.76 2.76 2.65 4.43 3.78 16.20 5.00 45.42 x .012 1.43 1.24 2.98 2.98 3.00 5.00 4.11 17.10 6.08 46.50 # .012 1.45 1.35 3.71 3.71 3.86 6.08 4.47 18.00 7.17 47.59 x .012 1.46 1.50 4.43 4.43 4.71 7.17 4.84 18.90 8.36 48.78 x .012 1.46 1.50 5.21 5.21 5.64 8.36 5.23 19.80 9.57 49.99 # .012 1.47 1.50 6.01 6.01 6.58 9.57 5.64 20.70 10.88 51.30 x 012 1.48 1.50 6.89 6.89 7.62 10.88 6.07 21.60 11.35 52.63 x .012 1.48 1.50 7.76 7.76 8.66 12.21 6.52 xxxxxxxxxxxxxxxx OVERFLOW ENCOUNTERED AT 21.60 CFS DISCHARGE xxxx#xxxxxxxxxxxx 'PIPE N0. 4: 25 LF - 18"CP @ 2.00% OUTLET: 40.62 INLET: 41.12 INTYP: 4 3y JUNC NO. 4: OVERFLOW-EL: 51.17 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### 4.33 1.28 42.40 # .012 .80 .54 .99 .99 .80 ##### 1.28 5.19 1.48 42.60 # .012 .88 .59 1.14 1.14 .88 ##### 1.48 6.06 1.69 42.81 # .012 .96 .64 1.30 1.30 .96 ##### 1.69 6.92 1.53 42.65 # .012 1.02 .69 1.46 1.46 1.02 ##### 1.53 7.79 1.65 42.77 # .012 1.09 .74 1.60 1.60 1.09 ##### 1.65 8.65 1.79 42.91 # .012 1.14 .79 1.78 1.78 1.14 ##### 1.79 9.52 2.21 43.33 # .012 1.20 .84 1.98 1.98 1.66 2.21 1.95 10.39 2.55 43.67 # .012 1.24 .88 2.20 2.20 1.90 2.55 2.12 11.25 3.01 44.13 # .012 1.29 .93 2.50 2.50 2.25 3.01 2.31 12.12 3.56 44.68 # .012 1.32 .98 2.90 2.90 2.68 3.56 2.51 12.98 4.16 45.28 # .012 1.36 1.03 3.33 3.33 3.15 4.16 2.73 13.85 4.77 45.89 # .012 1.38 1.08 3.76 3.76 3.63 4.77 2.97 14.71 5.44 46.56 # .012 1.40 1.13 4.23 4.23 4.15 5.44 3.22 15.58 6.22 47.34 # .012 1.42 1.19 4.80 4.80 4.76 6.22 3.49 16.44 7.52 48.64 # .012 1.44 1.27 5.88 5.88 5.91 7.52 3.77 17.31 8.84 49.96 # .012 1.45 1.41 6.97 6.97 7.05 8.84 4.06 18.17 10.05 51.39 # .012 1.46 1.50 8.16 8.16 8.29 10.27 4.37 ################ OVERFLOW ENCOUNTERED AT 18.17 CFS DISCHARGE #### ############ PIPE NO. 5: 140 LF - 12"CP @ 10.51% OUTLET: 46.67 INLET: 61.39 INTYP: 4 JUNC NO. 5: OVERFLOW-EL: 66.24 BEND: 20 DEG DIA/WIDTH: 4.0 Q-RATIO: .45 Q(CFS) HW(FT) HW ELEV. # N-FAC DC DN TW DO DE HWO HWI 4.33 1.55 62.94 # .012 .88 .41 .00 .41 .88 ##### 1.55 5.19 1.94 63.33 # .012 .93 .45 .00 .45 .93 ##### 1.94 6.06 2.42 63.81 # .012 .96 .50 .00 .50 .96 ##### 2.42 6.92 2.96 64.35 # .012 .98 .54 .00 .54 .98 ##### 2.96 7.79 3.58 64.97 # .012 .99 .58 .00 .58 .99 ##### 3.58 8.65 4.27 65.66 # .012 .99 .62 .00 .62 .99 ##### 4.27 9.52 4.85 66.42 # .012 1.00 .66 .00 .66 1.00 ##### 5.03 ######## ####### OVERFLOW ENCOUNTERED AT 9.52 CFS DISCHARGE ################# PIPE NO. 6: 267 LF - 12"CP @ 9.58% OUTLET: 61.39 INLET: 86.98 INTYP: 4 JUNC NO. 6: OVERFLOW-EL: 93.00 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: .08 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### 2.98 1.00 87.98 # .012 .75 .35 1.55 1.55 .75 ##### 1.00 3.58 1.15 88.13 # .012 .81 .38 1.94 1.94 .81 #### 1.15 4.18 1.34 88.32 # .012 .87 .41 2.42 2.42 .87 ##### 1.34 4.78 1.55 88.53 # .012 .91 .44 2.96 2.96 .91 ##### 1.55 5.37 1.79 88.77 # .012 .94 .48 3.58 3.58 .94 ##### 1.79 5.97 2.06 89.04 # .012 .96 .50 4.27 4.27 .96 ##### 2.06 6.57 2.36 89.34 # .012 .97 .53 4.85 4.85 .97 ##### 2.36 7.16 2.69 89.67 # .012 .98 .56 4.98 4.98 .98 ##### 2.69 7.76 3.04 90.02 # .012 .99 .59 5.05 5.05 .99 ##### 3.04 8.36 3.42 90.40 # .012 .99 .62 5.12 5.12 .99 ##### 3.42 8.95 3.84 90.82 # .012 1.00 .65 5.17 5.17 1.00 ##### 3.84 9.55 4.28 91.26 # .012 1.00 .68 5.22 5.22 1.00 ##### 4.28 10.15 4.74 91.72 # .012 1.00 .71 5.27 5.27 1.00 ##### 4.74 10.74 5.24 92.22 # .012 1.00 .75 5.32 5.32 1.00 ##### 5.24 11.34 5.77 92.75 # .012 1.00 .78 5.36 5.36 2.83 5.24 5.77 11.94 6.02 95.00 # .012 1.00 .82 5.40 5.40 5.36 8.02 6.32 ################ OVERFLOW ENCOUNTERED AT 11.94 CFS DISCHARGE ################# Piet MU. /: M U - 1Z GP @ 1.46; UUILH: 86.Y8 INUI: 61.6b 1MITP: 4 JUNC NO. 7: OVERFLOW-EL: 94.50 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: .22 Q(CFS) HW(FT) HW ELEV. $ N-FAC DC ON TW DO DE HWO HWI _1 2.76 1.04 88.42 .012 .72 .56 1.00 1.00 .72 *$*** 1.04 3.32 1.22 88.60 .012 .78 .63 1.15 1.15 .93 1.22 1.18 3.87 1.58 88.96 .012 .84 .71 1.34 1.34 1.22 1.58 1.36 4.42 1.99 89.37 .012 .89 .79 1.55 1.55 1.52 1.99 1.57 4.97 2.45 89.83 .012 .92 1.00 1.79 1.79 1.86 2.45 1.80 5.53 2.97 90.35 .012 .95 1.00 2.06 2.06 2.24 2.97 2.07 6.08 3.55 90.93 .012 .96 1.00 2.36 2.36 2.65 3.55 2.36 6.63 4.17 91.55 $ .012 .97 1.00 2.69 2.69 3.11 4.17 2.67 7.18 4.86 92.24 # .012 .98 1.00 3.04 3.04 3.61 4.86 3.02 7.74 5.59 92.97 .012 .99 1.00 3.42 3.42 4.15 5.59 3.39 8.29 6.39 93.77 $ .012 .99 1.00 3.84 3.84 4.73 6.39 3.79 8.84 7.12 94.61 $ .012 1.00 1.00 4.28 4.28 5.35 7.23 4.22 $ $ $ $$ $ OVERFLOW ENCOUNTERED AT 8.84 CFS DISCHARGE # $ $$ $ w PIPE NO. 8: 332 LF - 12"CP @ 1.37% OUTLET: 87.38 INLET: 91.93 INTYP: 4 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 2.27 .81 92.74 .012 .65 .51 1.04 1.04 .65 #$$ .81 2.72 .94 92.87 .012 .71 .56 1.22 1.22 .71 #$ .94 3.17 1.06 92.99 $ .012 .77 .62 1.58 1.58 .77 #$ 1.06 3.62 1.22 93.15 .012 .82 .68 1.99 1.99 .82 ## 1.22 4.08 1.97 93.90 # .012 .86 .75 2.45 2.45 1.61 1.97 1.40 4.53 3.48 95.41 .012 .89 .83 2.97 2.97 3.00 3.48 1.60 4.98 5.14 97.07 .012 .92 1.00 3.55 3.55 4.53 5.14 1.82 5.44 6.96 98.89 .012 .94 1.00 4.17 4.17 6.21 6.96 2.06 5.89 8.95 100.88 .012 .96 1.00 4.86 4.86 8.04 8.95 2.33 6.34 11.08 103.01 .012 .97 1.00 5.59 5.59 10.01 11.08 2.61 w $ $ $ OVERFLOW ENCOUNTERED AT 6.34 CFS DISCHARGE #$ # SPECIFY: R - REVISE, N - NEWJOB, F - FILE, S - STOP i i w i i w • D. C&r<� IX4 N C:L S J N P LA C js 1-2-6- 5.5 AL 7 -15 - �Srh� �gr, P��� a„ � � G�� '0r, • Wrj4- �p Nw 0,,0C F ENTER [d:][path]filename[.ext] OF PIPE-DATA FILE 5 V R c:\nelson\alt-18 piAL D�cr�( 2S yeur ------------- ------------------------------------------------------------ 18" ex. - 2'�.�l OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: 2 I$°Neu 21•1 2N-� 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. 3 I g" " Z I .3 F - TW/HW DATA FILE t� I$' 2 1 . 1 s 2) ENTER: TW-ELEV S IZ" ell. 11. IN .S 35.5 '' 8.8 ) 3. 4 ------------------------------------------------------------------------------- .3 11 .o INFLOW CONDITIONS PIPE NO. 7 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 102, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A s w 3) ENTER: VELOCITY(fps) UPSTREAM 3.0 ------------------------------------------------------------------------------- ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) 5, 30, 1, 1 i PIPE NO. 1: 100 LF - 18"CP @ 1.00% OUTLET: 34.87 INLET: 35.87 INTYP: 4 JUNC NO. 1: OVERFLOW-EL: 46.90 BEND: 45 DEG DIA/WIDTH: 4.5 Q-RATIO: .01 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 5.00 1.17 37.04 .012 .87 .70 .63 .70 .87 $ 1.17 6.00 1.29 37.16 .012 .95 .78 .63 .78 .95 $ 1.29 7.00 1.40 37.27 .012 1.03 .86 .63 .86 1.03 1.40 8.00 1.50 37.37 $ .012 1.10 .93 .63 .93 1.10 1.50 9.00 1.61 37.48 $ .012 1.17 1.01 .63 1.01 1.17 : t 1.61 10.00 1.75 37.62 .012 1.22 1.10 .63 1.10 1.22 # 1.75 11.00 1.90 37.77 $ .012 1.28 1.19 .63 1.19 1.28 1.90 12.00 2.07 37.94 .012 1.32 1.33 .63 1.32 1.33 1.89 2.07 13.00 2.25 38.12 .012 1.36 1.50 .63 1.36 1.67 2.18 2.25 14.00 2.47 38.34 .012 1.39 1.50 .63 1.39 1.87 2.47 2.44 15.00 2.77 38.64 .012 1.41 1.50 .63 1.41 2.09 2.77 2.65 16.00 3.11 38.98 $ .012 1.43 1.50 .63 1.43 2.33 3.11 2,87 17.00 3.45 39.32 .012 1.44 1.50 .63 1.44 2.57 3.45 3.11 18.00 3.83 39.70 .012 1.46 1.50 .63 1.46 2.85 3.83 3.37 19.00 4.23 40.10 .012 1.47 1.50 .63 1.47 3.13 4.23 3.63 20.00 4.64 40.51 .012 1.47 1.50 .63 1.47 3.42 4.64 3.91 21.00 5.09 40.96 .012 1.48 1.50 .63 1.48 3.75 5.09 4.21 22.00 5.54 41.41 .012 1.48 1.50 .63 1.48 4.07 5.54 4.52 23.00 6.06 41.93 t .012 1.49 1.50 .63 1.49 4.45 6.06 4.84 24.00 6.55 42.42 * .012 1.49 1.50 .63 1.49 4.80 6.55 5.18 25.00 7.07 42.94 * .012 1.49 1.50 .63 1.49 5.17 7.07 5.54 LV.VV I.VV 1V.11 T VAL 1.17 1.JV .OJ 1.47 J.JJ I VV J.71 27.00 8.35 44.22 x .012 1.50 1.50 .63 1.50 6.13 8.35 6.29 28.00 8.94 44.81 x .012 1.50 1.50 .63 1.50 6.56 8.94 6.68 2�y� 29.00 9.56 45.43 x .012 1.50 1.50 .63 1.50 7.00 9.56 7.10 30.00 10.19 46.06 x .012 1.50 1.50 .63 1.50 7.45 10.19 7.52 PIPE NO. 2: 156 LF - 18"CP @ 1.56% OUTLET: 36.87 INLET: 39.30 INTYP: 4 JUNC NO. 2: OVERFLOW-EL: 50.40 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. x N-FAC DC DN TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 4.95 1.27 40.57 x .012 .86 .62 .17 .62 .86 xxxxx 1.27 • 5.94 1.44 40.74 x .012 .95 .68 .29 .68 .95 xxxxx 1.44 6.93 1.62 40.92 x .012 1.02 .74 .40 .74 1.02 xxxxx 1.62 7.92 1.78 41.08 x .012 1.10 .81 .50 .81 1.10 xxxxx 1.78 8.91 1.97 41.27 x .012 1.16 .87 .61 .87 1.16 xxxxx 1.97 9.90 2.19 41.49 x .012 1.22 .93 .75 .93 1.22 xxxxx 2.19 10.89 2.43 41.73 x .012 1.27 .99 .90 .99 1.27 xxxxx 2.43 11.88 2.70 42.00 x .012 1.31 1.05 1.07 1.07 1.31 xxxxx 2.70 12.87 2.99 42.29 x .012 1.35 1.12 1.25 1.25 1.35 xxxxx 2.99 13.86 3.30 42.60 x .012 1.38 1.20 1.47 1.47 1.38 xxxxx 3.30 14.85 3.70 43.00 x .012 1.41 1.31 1.77 1.77 2.00 3.70 3.64 15.84 4.63 43.93 x .012 1.43 1.50 2.11 2.11 2.70 4.63 4.00 16.83 5.61 44.91 x .012 1.44 1.50 2.45 2.45 3.43 5.61 4.39 w 17.82 6.67 45.97 x .012 1.45 1.50 2.83 2.83 4.23 6.67 4.79 18.81 7.78 47.08 x .012 1.46 1.50 3.23 3.23 5.06 7.78 5.22 19.80 8.95 48.25 x .012 1.47 1.50 3.64 3.64 5.93 8.95 5.68 20.79 10.19 49.49 x .012 1.48 1.50 4.09 4.09 6.87 10.19 6.15 21.78 11.10 50.78 x .012 1.48 1.50 4.54 4.54 7.83 11.48 6.65 xxxxxxxxxxxxxxxx OVERFLOW ENCOUNTERED AT 21.78 CFS DISCHARGE xxxxxxxxxxxxxxxxx r PIPE NO. 3: 56 LF - 18"CP @ 2.00% OUTLET: 39.30 INLET: 40.42 INTYP: 4 JUNC NO. 3: OVERFLOW-EL: 51.77 BEND: 0 DEG DIA/WIDTH: 4.5 Q-RATIO: .04 Q(CFS) HW(FT) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI N c w I S . xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxtxxxxxxxxxxxxxxxxxxxxxxxx 4.50 1.07 41.49 x .012 .82 .55 1.27 1.27 .82 xxxxx 1.07 5.40 1.17 41.59 x .012 .90 .60 1.44 1.44 .90 xxxxx 1.17 6.30 1.26 41.68 x .012 .98 .66 1.62 1.62 .98 xxxxx 1.26 7.20 1.35 41.77 x .012 1.04 .71 1.78 1.78 1.04 xxxxx 1.35 8.10 1.41 41.83 x .012 1.11 .76 1.97 1.97 1.11 xxxxx 1.41 9.00 1.54 41.96 x .012 1.17 .81 2.19 2.19 1.36 1.54 1.49 9.90 1.90 42.32 x .012 1.22 .86 2.43 2.43 1.74 1.90 1.59 10.80 2.27 42.69 x .012 1.27 .90 2.70 2.70 2.08 2.27 1.70 11.70 2.68 43.10 x .012 1.31 .95 2.99 2.99 2.46 2.68 1.81 12.60 3.13 43.55 x .012 1.34 1.00 3.30 3.30 2.87 3.13 1.94 13.50 3.66 44.08 x .012 1.37 1.06 3.70 3.70 3.37 3.66 2.08 14.40 4.75 45.17 x .012 1.40 1.11 4.63 4.63 4.41 4.75 2.22 15.30 6.94 47.36 x .012 1.42 1.17 5.61 5.61 5.50 6.94 3.43 16.20 8.30 48.72 x .012 1.43 1.24 6.67 6.67 6.69 8.30 3.73 17.10 9.72 50.14 x .012 1.45 1.35 7.78 7.78 7.93 9.72 4.03 18.00 11.21 51.63 x .012 1.46 1.50 8.95 8.95 9.23 11.21 4.36 18.90 11.35 53.23 x .012 1.46 1.50 10.19 10.19 10.62 12.81 4.70 • xxxxxxxxxxxxxxxx OVERFLOW ENCOUNTERED AT 18.90 CFS DISCHARGE xxxxxxxtxxxxxxxxx PIPE NO. 4: 137 LF - 18"CP @ 11.01% OUTLET: 46.30 INLET: 61.39 INTYP: 4 JUNC NO. 4: OVERFLOW-EL: 66.24 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .45 Q(CFS) HW(FT) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 4.33 .91 62.30 x .012 .80 .35 .00 .35 .80 xxxxx .91 5.19 .98 62.37 x .012 .88 .38 .00 .38 .88 xxxxx .98 6.06 1.03 62.42 x .012 .96 .41 .00 .41 .96 xxxxx 1.03 V.1L L.VV VL.- VAL 1.VL. .11 VV .11 1.- 1.VU 7.79 1.09 62.48 .012 1.09 .47 .00 .47 1.09 ## 1.09 3/ 8.65 1.14 62.53 # .012 1.14 .49 .00 .49 1.14 $ 1.12 � 9.52 1.20 62.59 $ .012 1.20 .52 .00 .52 1.20 ## 1.14 10.39 1.24 62.63 # .012 1.24 .54 .00 .54 1.24 1.18 11.25 1.29 62.68 .012 1.29 .57 .00 .57 1.29 $ # 1.22 12.12 1.32 62.71 .012 1.32 .59 .00 .59 1.32 $ 1.26 12.98 1.36 62.75 * .012 1.36 .61 .00 .61 1.36 #$ 1.30 13.85 1.38 62.77 * .012 1.38 .63 .00 .63 1.38 $ 1.35 14.71 1.40 62.79 $ .012 1.40 .66 1.06 1.06 1.40 $ 1.40 15.58 1.46 62.85 * .012 1.42 .68 2.42 2.42 1.42 1.46 16.44 1.52 62.91 $ .012 1.44 .70 3.84 3.84 1.44 $$ 1.52 17.31 1.58 62.97 * .012 1.45 .72 5.33 5.33 1.45 $ 1.58 18.17 1.64 63.03 * .012 1.46 .74 5.47 5.47 1.46 $$ $ 1.64 19.04 1.71 63.10 $ .012 1.47 .76 5.60 5.60 1.47 1.71 19.91 1.78 63.17 * .012 1.47 .78 5.68 5.68 1.47 # $$ 1.78 20.77 1.85 63.24 * .012 1.48 .80 5.74 5.74 1.48 $ 1.85 21.64 1.93 63.32 * .012 1.48 .82 5.80 5.80 1.48 $#$ 1.93 22.50 2.01 63.40 $ .012 1.48 .84 5.85 5.85 1.48 $ 2.01 23.37 2.09 63.48 * .012 1.49 .86 5.90 5.90 1.49 $ $ 2.09 24.23 2.18 63.57 * .012 1.49 .88 5.95 5.95 1.49 $ 2.18 25.10 2.27 63.66 * .012 1.49 .90 6.00 6.00 1.49 $ # 2.27 25.96 2.36 63.75 * .012 1.49 .92 6.04 6.04 1.49 2.36 • PIPE NO. 5: 267 LF - 12"CP @ 9.58% OUTLET: 61.39 INLET: 86.98 INTYP: 4 JUNC NO. 5: OVERFLOW-EL: 93.00 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: .08 A(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 2.98 1.00 87.98 .012 .75 .35 .91 .91 .75xttx 1.00 3.58 1.15 88.13 .012 .81 .38 .98 .98 .81 1.15 4.18 1.34 88.32 # .012 .87 .41 1.03 1.03 .87 $$ 1.34 4.78 1.55 88.53 .012 .91 .44 1.08 1.08 .91 # 1.55 i 5.37 1.79 88.77 .012 .94 .48 1.09 1.09 .94 ####$ 1.79 5.97 2.06 89.04 .012 .96 .50 1.14 1.14 .96 2.06 6.57 2.36 89.34 $ .012 .97 .53 1.20 1.20 .97 $ 2.36 7.16 2.69 89.67 .012 .98 .56 1.24 1.24 .98 # 2.69 7.76 3.04 90.02 .012 .99 .59 1.29 1.29 .99 # 3.04 8.36 3.42 90.40 .012 .99 .62 1.32 1.32 .99 $ 3.42 i 8.95 3.84 90.82 $ .012 1.00 .65 1.36 1.36 1.00 $ 3.84 9.55 4.28 91.26 .012 1.00 .68 1.38 1.38 1.00 4.28 10.15 4.74 91.72 $ .012 1.00 .71 1.40 1.40 1.00 4.74 10.74 5.24 92.22 .012 1.00 .75 1.46 1.46 1.00 $ # 5.24 11.34 5.77 92.75 .012 1.00 .78 1.52 1.52 1.00 $ 5.77 11.94 6.02 93.30 .012 1.00 .82 1.58 1.58 1.53 4.20 6.32 OVERFLOW ENCOUNTERED AT 11.94 CFS DISCHARGE $ # #$ #$ #$ PIPE NO. 6: 28 LF - 12"CP @ 1.43% OUTLET: 86.98 INLET: 87.38 INTYP: 4 JUNC NO. 6: OVERFLOW-EL: 94.50 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: .22 Q(CFS) HW(FT) HW ELEV. $ N-FAC DC ON TW DO DE HWO HWI 2.76 1.04 88.42 .012 .72 .56 1.00 1.00 .72 ***** 1.04 3.32 1.22 88.60 .012 .78 .63 1.15 1.15 .93 1.22 1.18 3.87 1.58 88.96 .012 .84 .71 1.34 1.34 1.22 1.58 1.36 4.42 1.99 89.37 $ .012 .89 .79 1.55 1.55 1.52 1.99 1.57 4.97 2.45 89.83 .012 .92 1.00 1.79 1.79 1.86 2.45 1.80 5.53 2.97 90.35 $ .012 .95 1.00 2.06 2.06 2.24 2.97 2.07 6.08 3.55 90.93 $ .012 .96 1.00 2.36 2.36 2.65 3.55 2.36 * 6.63 4.17 91.55 .012 .97 1.00 2.69 2.69 3.11 4.17 2.67 7.18 4.86 92.24 .012 .98 1.00 3.04 3.04 3.61 4.86 3.02 7.74 5.59 92.97 # .012 .99 1.00 3.42 3.42 4.15 5.59 3.39 8.29 6.39 93.77 .012 .99 1.00 3.84 3.84 4.73 6.39 3.79 8.84 7.12 94.61 .012 1.00 1.00 4.28 4.28 5.35 7.23 4.22 ....._---------- wn �nvvvn.a.n�v n. u.v+ vv uauw nnv� ..... .... .. ...... PIPE NO. 7: 332 LF - 12"CP @ 1.37% OUTLET: 87.38 INLET: 91.93 INTYP: 4 G(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### 2.27 .81 92.74 # .012 .65 .51 1.04 1.04 .65 ##### .81 2.72 .94 92.87 # .012 .71 .56 1.22 1.22 .71 ##### .94 3.17 1.06 92.99 # .012 .77 .62 1.58 1.58 .77 ##### 1.06 3.62 1.22 93.15 # .012 .82 .68 1.99 1.99 .82 ##### 1.22 4.08 1.97 93.90 # .012 .86 .75 2.45 2.45 1.61 1.97 1.40 4.53 3.48 95.41 # .012 .89 .83 2.97 2.97 3.00 3.48 1.60 • 4.98 5.14 97.07 # .012 .92 1.00 3.55 3.55 4.53 5.14 1.82 5.44 6.96 98.89 # .012 .94 1.00 4.17 4.17 6.21 6.96 2.06 5.89 8.95 100.88 # .012 .96 1.00 4.86 4.86 8.04 8.95 2.33 i 6.34 11.08 103.01 # .012 .97 1.00 5.59 5.59 10.01 11.08 2.61 ############# OVERFLOW ENCOUNTERED AT 6.34 CFS DISCHARGE ##### ########### SPECIFY: R - REVISE, N - NEWJ08, F - FILE, S - STOP i • i i i I PUTs Fat 5t3 U H Far+il-ly — T+ul AreA, Ce,,,��t�d,,s , F�, /� c% v e a v//t c NNNNN NVA, ww / 0 W NFF to FNF �� C r =W�W» N===UU gmNNQQ N�8�g�N Ares is h-thinY Af!u� G�oed - So,'� G�oN� C N N l �o /S La wnf� �41, c�1GFe ;J' c"v = (J n M �i*e'.�,i��y — TD a Arch = 3. 2 Y A G CN = C/N= 86 J. COmn,, Gec A l — /afA fleet- = 2, SD 14-L To TA L I r►i().e K v i 0k1 C !J Pe r v i u'.J C N To +4 1 A c ref TG 12. 1 86 17 . 6t �W,S SByH PE-svL-TS 25- ye4r Qe = 11, 52 160— Ye,,,- CQP 3. So _T rpR.V, c N Pl,- VI. e N T 13. 81 98 3,-:�ti 9(' / y, S • 2 5 - ye AL v- C� P = 12. 01 1 ov- yeAel 0,0 = 1 w. 00 ( FAT toa % Irnp-trveegj 46Arir7 Qf = 13.07 c- r ) Project: Nelson Place NW/ Rainier Ave N. D. Carey Revised: 1/17/95 Existing Sub-basin Characteristics For Entire Basin SUB-BASIN x Total Pervious CN Imper. CN Estimated Area ac Area ac Area ac Tc min. 17.61 5.51 85 12.1 98 14.5 Sheet Flow ns L P2 s T T= (0.42x(ns x L)^0.8)/ Overland 0.17 250 2.0 0.2 11.4 (( P2)^0.5 x (s)10.4 } 0.4 0 2.0 0.06 0.0 Shallow Conc. Flow k L s v T V= k Sgrt(s) , T= U(v x 60) Open Ditch 20 200 0.08 5.6569 0.6 5 0 0.21 2.2913 0.0 Pipe 1550 10 2.6 Comments: xxxxxxxxx Minimum Tc= 6.3 minutes. SUB-BASIN x Total Pervious CN Imper. CN Estimated Area ac Area ac Area ac Tc min. 0 0 85 0 98 Sheet Flow ns L P2 s T T= (0.42x(ns x L)^0.8)/ Describe F776757 200 2.0 0.03 18.3 (( P2)^0.5 x (s)^0A} Shallow Conc. Flow k L s v T V= k Sgrt(s) , T= U(v x 60) 0 #DIV/0! Pipe x x #VALUE! Comments: xxxxxxxxx Minimum Tc= 6.3 minutes. A-CN-TC.XLS Page 1 [1RF. ICI+ = 1v� G`1G✓1011s Hy�rolby(- VroKP A A/n n g (- - /Tl �[✓woo a II C R.4 E. R.5 E. SEA rTLE(CITY P.o 1 Io M1.12'301' 6 M,. TO INTERSTATE 90 4�AkF (Joins sheet 5) Am ISSAOL Ilk D i w. a• .-:::. - - , 3 � , � � ` •I�1 f'-i•.igh�and I •Nt 1 i I j s SUDMd ri. 167 �. t� . I Ur 1i 1 ► Sch ' •'� I r;% Ur AgD .. 7 Athletic r 9F 1 ubsta' BM x Yield I t ` 1 Ur AkF . BeC / I EvC asebait% D�I ' Cem i 11 • • / _ • • .y _ Park PC (GRAVEL ,PIT a. t •� • • b;. I• BM i V a n BeD .r„ r RSc h ,BeC ice_ _ lop W DLO RA ROAD T4 RgOe 1 o F h �••• \ `^` + 1.1 Wo' gtiNe i �• ■ Ur ` E if Py ' � + AkF I it 13 --- I 1 ,I ••7 ; . u \_=_--C 837 Al 1 I Ag C Golf urse I t sty Ur • pA Sew ge OpTHE , . • 00 �i \ --- yo 5�6� -�I �✓�Disp sal i ° Su St.i AmCi � d I•\ Win`. Ur Ur •� --�. AgC I, �fh AA .•� J .. .j AgD 20 `� U M116 a 9 ••+ + .i f 455 y� \<% Ur Longacre$:-i j• I(_J\ p Py I °• 6BeC W I /Ur �� I o BeD ui , p �I il`' 1 _ i r1 , aU o Track 29 u Ur_ •/ _ Ng I 0 R s rvoir p° AgC lop • 1 O SO Tu m 2 z W Pu m Sk I �� �— W° PuLi �! I L AmC I� l 25 0 = v• pIBM •29• r� 169 I203 AgC Pv I o •� ii S 451 k n Wo Ur 1 0 (AgC 1 ,, eo �l e V i1 <t Q INPUT F'orZ KC- C3 w o F-ILE- SVR-t e < V -i-- a wwwwww ,S Iz «a«< a p 2 v 3 zr- OC a»oo»pp» N.tru yQN NNQyN _THW3 WWW N WW _ M2 NiStUU p 2 0 4 P 20 a 4NNNQQ 3 °" U13{�N ( S 12Rtti sr) ` s n2o5 N P2o7 2 1�213 P 204 SvR Nu�,bwf".S Pi99 • P 0vfv,4low O�,41t4- J>, S+ 4« !: L >_ E L New FI--/ Et�Jrr., FI,w 46. 90 34. 3 -4 35. 37 Ovll/,w It GB b•3Y24,01 Asses vw�l�t ,t O 2 51.0 3b 2.27--/2r.�ti 3 51 3of . 30 y0.42 8120. 96 034 Ll 0. 6 2 2 0 5 66. 24 `l 6 . ` 7 61 . 31 s9 /11.52 60 . a 86 , 98 F,-., /Z //3.yo = .08Y Fb . 1S 38 2.39/11.o1 = , 22 S l02 . 0 97 . 38 9 I . 13 /.2 y • ^' �fbm � V R o�r4-fit I�l'OUr1 Al S a�v vt <t I N P y T For, !CC, a w �o y + i H WW, .v o'o''SOHO p 2,,)3 --:I88 2 Q ttQtQi��yQIQ�lfiyQtQ/l�FW W JWWW$i 1W-W W�WW WN4INJJ f2n��WU� ___"° 6 ploy �, 2oa NO 3rA 4 3 eaaee F jZjft ST) 2 13 pz °S p2o6 z F ill = SCR Nu», bw�h� P� 99 S+ E L r L E l 46. 90 34. 3 -4 35. 37 0v«A 3`�zU,ol 2 5►.0 3 y , 3a 2.2�-/2�.�ti 3 5I ' 37 31 . 3o yv.�i2 , �812a. 9� 034 4 SI , 13 0, 62 0 5 66. 24 y6 . 6i . 3 .52 = .1�.5 60 . 83 26 . 99 Fr� 3 3 - Iy /•/Z 3.v,) 7 86 . 19 37 . 38 2.39/I1.ol ,08'/ - . 22 8 102 . 0 57 . 39 91 . 13 _ /.2 y Y' PROJECT: PAGE OF PIPE DATA FILE NAME C ; NC �s ah s ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 4-CMP ARCH (OLD GEOMETRY) 1 -CONC/SMOOTH BORE (n=.012) 5-CMP ARCH (NEW GEOMETRY) 2-CORRUGATED METAL(n=.024) 6-CONC/SMOOTH ARCH(OLD) 3 -HELICAL CMP (n-fac varies) 7-CONC/SMOOTH ARCH (NEW) ARCH PIPE CODING -EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-0IAM OLD-ARCH NEW-ARCH * EQUIV-0IAM. OLD-ARCH NEW-ARCH 15" 18"X 11" 17"X 13" * 42" 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 42"X 29" * 72" 85 X 54" 83"X 57" INLET TYPE CODING: 1 -CMP/PROJ. 4 -CP SOCKET/PROJ 7-CMAP/PROJ 10-OTHER (SEE 2 -CMP/HDWALL 5 -CP SO.EDGE/HDWALL 8-CMAP/HDWALL FHWA REPORT 3-CMP/MITER 6 -CP SOCKET/HDWALL 9-CMAP/MITER HDS NO.5) # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 203 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO #7 LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO p /# LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 205 2. 6 -- - -- / - KE = K = M = C = Y = � 0o r . OWN Page 43 of 57 J PROJECT:PAGE OF PIPE-DATA FILE NAME # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 31 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO ,1H 20 0, �s # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE rZo� (2s �0, 4 2 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 10 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE P20� _3 — �9.3a KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE Zia 2 I `l I 36.87 3�,3u KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO ,5 . +�� �p W. 5 0,10 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE Ida �- � .3�. 350°� KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO i) U,70 ��5 c � ,D I q Page 45 of 57 DIA (c ZRAIN ZZ FLoc-J I'M 10© ��� �y�✓�T 2 o 8 P 2 2 6 000 0 C 1 A 0P z as �titidww Ny a Su„, CA — II . 34 R Repent p 213 ru i rii��U> N l=/INN�W o tq rnl✓1 a � � Pr CR �inq (o. rl a�,wa I P l99 Pr = P,buy� = 3 . `� Fri . Fr T,.L1c- H.LI. 3 B For )OD-yr A2 = 2.6 I b/2 = 0. 63 P 20 9 21.E 25.6 - ( 0.6 3) P 224, 2.5 3, 11 l R = 2. 61 ( II .Oy ) F 213 2H,o 26, 0 P 119 2 H.H 28.3 I = 3 . 9 ( o . 58) = 2 . 26 Q = CI A = 11. 31-1 ( 2 . 2C) GA [/0 nn IT Irvm SvJZ 1 T&btc- P1Pt 226 Tr = 5. 3 vie 6 . 3 LR = 2.41 ( 6. 3) 0.63 = 0. 82 I = 3. R ( o . SZ. ) = 3 . 19 Q = CIA = 1.05 3. y cfs PIPE 213 T c = ll.// �R = 2. 6 ( lI. �1)-0.63 = 0. 57 I = 3• 9 ( 0. 57) = 2 . 23 Q = CIA = 12. -5 ( 2 . 23) = 28. 0.�r c �s PIPE 199' • T, _ ll. 6y Gk = 2. 61 ( 0, 6y)_0.63 = 0. SC I = .3 . 9 ( 0. 2. 17 Q = CAI = / 3,03 ( 2, l7) = 28, 3 c - s f 8/12/94 SvR Design Company page 2 City of Renton, WA Nelson P1 NW/Rainier Ave N Storm System Replacement Project, 93037 REACH SUMMARY Network NET4 : Pipe Reach Basin Area --c- --c*A- --Sum- ---Tc- --i-- --QAct Dia -Mann -Slope -QFull Vfull -Vact -Length --tt-- ---------- Id ac --c*A- - min in/hr cfs in --n-- ft/ft cfs fps fps ft min P215 BA213 1.51 0.70 1.06 1.06 7.50 2.35 2.48 12 0.012 0.0749 11.39 14.51 11.01 45.26 0.07 D216 1.06 7.57 2.34 2.47 xxx 0.030 0.0728 0.32ft deep 4.79 207.26 0.72 D217 2.31 8.29 2.24 5.17 xxx 0.030 0.0728 0.46ft deep 5.86 29.24 0.08 P218 BA210 1.13 0.70 0.79 3.10 8.38 2.23 6.91 12 0.012 0.0725 11.21 14.28 14.19 99.41 0.12 Network NET3 : Pipe Reach Basin Area --c- --c*A- --Sum- ---Tc- --i-- --QAct Dia -Mann -Slope -QFull Vfull -Vact -Length --tt-- ---------- Id ac --c*A- - min in/hr cfs in --n-- ft/ft cfs fps fps ft min P222 BA216 1.23 0.80 0.98 0.98 7.66 2.33 2.29 12 0.012 0.0208 6.01 7.65 6.76 246.94 0.61 P223 BA215 2.04 0.80 1.63 2.62 8.27 2.24 5.87 12 0.012 0.1310 15.07 19.19 17.05 79.08 0.08 Network NET2 : Pipe Reach Basin Area --c- --c*A- --Sum- ---Tc- --i-- --QAct Dia -Mann -Slope -QFuLI VfuLL -Vact -Length --tt-- ---------- Id ac --c*A- - min in/hr cfs in --n-- ft/ft cfs fps fps ft min P225 BA218 0.75 0.85 0.64 0.64 5.00 2.70 1.72 12 0.012 0.0248 6.55 8.34 6.67 120.00 0.30 P226 BA217 0.48 0.85 0.41 1.05 5.30 2.66 2.78 12 0.012 0.0226 6.27 7.98 7.33 68.00 0.15 Network NET1: Pipe Reach Basin Area --c- --c*A- --Sum- ---Tc- --i-- --QAct Dia -Mann -Slope -QFull Vfull -Vact -Length --tt-- ---------- Id ac --c*A- - min in/hr cfs in --n-- ft/ft cfs fps fps ft min ------------------------------------------------------------ P201 BA209 1.88 0.70 1.32 1.32 9.65 2.05 2.70 12 0.012 0.1743 17.38 22.13 15.25 261.12 0.29 P202 BA208 1.61 0.70 1.13 2.44 9.94 2.01 4.91 12 0.012 0.1350 15.29 19.47 16.44 234.46 0.24 P203 �,V1� 5.54 10.18 1.99 11.01 12 0.012 0.0141 4.95 6.30 14.02 322.00 0.38 P204 BA206 1.87 0.70 1.31 6.85 10.56 1.96 13.40 12 0.012 0.0142 4.95 6.31 17.06 28.25 0.03 P205 BA205 0.83 0.70 0.58 7.43 10.59 1.95 14.52 12 0.012 0.1346 15.28 19.45 20.58 267.24 0.22 / P206 BA204 1.22 0.70 0.85 10.90 10.80 1.94 21.11 18 0.012 O.C317 21.84 12.36 13.05 136.75 0.17 P207 3 ,1 1 10.90 10.98 1.92 20.96 18 0.012 0.0120 13.47 7.62 11.86 41.52 0.06 �� �� P208 BA202 I Z0.51 0.85 0.43 11.34 11.04 1.92 21.74 18 0.012 0.0203 17.49 9.90 12.30 55.17 0.07 P213 BA201 8.21 0.85 0.18 12.56 11.11 1.91 24.01 24 0.012 0.0088 24.84 7.91 8.35 263.95 0.53 P199 BA200 0.55 0.85 0.47 13.03 11.64 1.87 24.35 18 0.012 0.0200 17.36 9.82 13.78 10.00 0.01 E ON ENT SIGNI PERMIT r` APPLICATIO �,(� CY E I V E D ALL REQUESTED IT S MUST BE 9B.0 sryN I 2. Type of Sign(s): ( c 3. Value of Work to be Performed: A( 4. Number of Signs: Number of Signs: @ Size of Signs: Number of Signs: y @ Size of Signs: 5. Property Owner: &UjJ `hA) - Phone: Street Address: -�/-? Al City/State: � .7Jn Zip: 6. Tenant Name (if applicable): C�,"N\�\\ a'�� �- Suite/Room #: 7. Contractor: �/g > i��,a/ ,z�<�� Phone: �S�/3 �`7� - S City/State: ��T Zip: Street Address: f 1 8. State of Washington Contractor's License # (Required): IA T iD l0 �ZZ 9. Contractor's City of Rent/on Business License # (Required): 10. Contact Person: c Phone: I certify that the information on this application furnished by me is true and correct and that the applicable requirements of the City of Renton will be met. I understand that this application is valid for six months from the application date. If a permit is not issued during this time period, the application will become void. This application does not constitute a permit to work. Work is not to commence until electrical permit is posted on premises where work is to be performed. Certification is hereby rendered that no work is to be done except as described, and that all work shall conform to the applicable code �ublicway and/or utility easements is not authorized under this application. J Applicant Signature: Date: FEE SCHEDULE Permanent Signs on Private Property Table 1903-A : 5.0 Less than 50 square feet $ .00 50 square feet to less than 150 square feet $ 30.00 150 square feet to less than 300 square feet $ 50.00 300 square feet or more Temporary Signs on Private Property: Banners, Streamers, Grand Openings, etc. per Section 4-20-10 $ 25.00 EXCEPTION (for businesses with fewer than 5 employees) $ 5.00 30-Day temporary signs, per Section 4-20-9 $ 15.00 PLUS deposit of $ 100.00 6-month permit for real estate directional sign on public right-of-way $ 15.00 PLUS deposit of $ 25.00 RENEWAL for 3-month period (only one renewal allowed) $ 10.00 z 0 •,,, w H Ask SIGN a a APPLICATION and,,PEWN EQUI EMENTS APPLICATION REQUIREMENTS: 1 . Applicants for sign permits are required to file construction plans, drawn to scale, for any sign or alteration. 2. The Building Official may require the filing of additional plans or other pertinent information when, in his opinion, such information is necessary to ensure compliance with this Code. 3. The person signing the application shall be either the owner or the person responsible for the work. 4. Minimum acceptable plans shall consist of the following: Two copies - Plot Plan A. Identify address, all property lines, streets, alleys, easements, clearance from utility poles, manholes and fire hydrants. B. Location and type of proposed new signs, including any animation or use of flashing lights. C. Location and type of existing signs. Two copies - Construction Plan A. Show footing, connections to building, size of supports and material used in supports and sign itself. B. Elevation showing copy to be used on sign, size of sign, sign's relationship to property lines, easements, setback lines, structures, ground clearance, total height and clearance from overhead power lines. NOTES: 1. To compute the maximum permitted size and permit fee for signs of free-standing letters or characters where no background is especially provided, the area shall be considered to be the same as that encompasses by drawing a straight line at the extremities of the shapes to be used. 2. For permanent signs, compute total area of all faces upon which copy may be placed to calculate square footage for permit fee. 3. Deposits for temporary signs shall be returned upon demonstration that signs have been removed. 4. Deposits for temporary signs shall be forfeited if the applicant fails to remove signs when permit expires. 5. All confiscated signs become the property of the City of Renton. 6. In addition to fees stated on reverse side of this application, the Building Official may collect a plan check fee equal to one-half (1/2) the sign permit fee if special engineering checks are required. Such fees are to be paid at the time of application. 7. Where work for which a permit is required by this code is started prior to obtaining such permit, the fees specified shall be doubled, but the payment of such double fees shall not relieve any persons from complying with the requirements of this code in the execution of the work, nor from any other penalties prescribed herein. 8. There shall be no permit fees for any political signs. 9. All signs, together with all of their supports, braces, guys and anchors shall be kept in repair and in proper state of preservation. The surfaces of all signs shall be kept neatly painted or posted at all times. The ground area shall be neat and orderly. 10. All signs controlled by the code shall be subject to inspection and periodic re-inspection by the Building Official. #3:signperm V 1,0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 0"OF REK10" STRUCTURAL DESIGN CALCULATIONS R E C E I v E D SE° - 5 1995 BUILDING DIVISION OF SIGN FOUNDATION Barron Auto Rainier Avenue North and NW Third Place Renton, WA FOR NATIONAL ELECTRICAL SERVICES 25432 74th Avenue South Kent, WA 98032 �cxoN of WA �• w r x September 19951 103 JOB NO. 95098 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 206-833-7776 Fax 206-939-2168 ?ERT ENGINEERING, INC. JOB NO. : 95098 519 WEST VALLEY HIGHWAY NORTH 9/1/95 AUBURN, WA 98071 CALCULATED BY: DPS SHEET NO.: 1 JOB NAME BARRON AUTO SIGN SCOPE OF WORK Determine the footing requirements for the proposed sign subject to lateral wind loading per the 1994 UBC. All sign material, column, and connections shall be by others. DESIGN PARAMETERS Concrete: F'c = 2500 psi Rebar: Grade 60 Fy = 60 ksi LOAD CRITERIA Wind Speed 80 MPH Exposure B Max height of sign 15.5 feet to top WIND LOADING: P = Ce*Cq*Qs*I Ce = 0.62 (0'- 15') Ce = 0.67 (15'-20') Cq = 1.40 as = 16.40 PSF (80 MPH wind) 1 = 1.00 0'- 15': y P = 14.24 psf 15'- 20': P = 15.38 psf LATERAL PASSIVE EARTH PRESSURE: (UBC TABLE 29-B) s = 150 pcf * 2 = 300 psf/ft. PERT ENGINEERING, INC. JOB NO. : 95098 519 WEST VALLEY HIGHWAY NORTH 9/1/95 AUBURN, WA 98071 CALCULATED BY: DIPS SHEET NO.: 2 ANALYSIS Sign Data: shape of sign Assume rectangular for calculations height = `' 4.5 feet width = 9.5 centroid of sign = 13.3 feet area of sign = 42.8 feet"2 wind load on sign = 14.24 psf wind force = wind*area = 609 Ibs overturning moment = 8063 lb-ft Column Data: Assume 8" diameter column horizontal projection = 8.5 inches centroid of vertical projection = 5.5 feet area of projection = 7.8 feet"2 wind load on projection = 14.24 psf wind force = wind*area = 111 Ibs overturning moment = 610 lb-ft TOTAL OVERTURNING MOMENT = 8673 lb-ft TOTAL WIND FORCE = 720 Ibs HEIGHT OF RESULTANT FORCE = 12.1 feet RT ENGINEERING, INC. JOB NO. : 95098 19 WEST VALLEY HIGHWAY NORTH 9/1/95 AUBURN, WA 98071 CALCULATED BY: DPS SHEET NO.: 3 FOOTING DESIGN: (Per UBC 2907 g2) d(req'd) = A/2(1 + sgrt(1 + 4.36*h/A)) A = 2.34*P/(s*b) P = 720 Ibs h = 12.1 feet s = 300 psf (at 1/3 depth) b = diameter of ftg FOOTING OPTIONS: Diameter Depth required 1.5 feet 5.99 feet 2.0 feet 5.38 feet 2.5 feet 4.96 feet c..Ls'c; L'to4�S x, 3.0 feet 4.64 feet :y JOB S o 9 ' o C�GL�a+•+u��""�D a� SHEET NO. "'f OF CONSULTING ENGNEBISCML AND S MLICTURAL CALCULATED BY 7�b lZI DATE 1619 West Valley High—y NaV Suite 101/Aubum,WA 98007 post OtAce Box MAubum,WA 98071 CHECKED BY DATE 206-833-7776 Fax 206939-2168 C SCALE S t G+- Fzer,.r I%Z't— ATV&-�X;g- H-Z� q..r� tv vl -,�.t 14--- '1)v�r� �r t S r V 6''t I�`i -o�^^4�1�•t:a-*11- Qom' :l O y S X y'Ca ___�• � T2 rs5 C. l2t,a•� . NI;a,,J 21 7'tG,_� T`fP1co-L • S�io DESIGN LOADS WindLoad Zone---------------------------------------------------------------8 0 MPH, EXP. B SeismicZone---- --- —---------------- ---------------------—-----3 Allowable Soil Bearing Capacity (DL+LL)----- ---------_M__—__—_—_2000 PSF Allowable Passive Pressure------------___ ___---—-------------------300 PCF GENERALNOTES All materials and workmanship shall conform to the drawings and these specifications. The contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and local safety ordinances. Any deviation must be approved prior to erection. The contractor shall be solely responsible for all excavation procedures including lagging, shoring, and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. The contractor shall be responsible for coordinating the work of all trades and shall check all dimensions. All discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of details of construction shall not be made without written approval of the Engineer. FOUNDATIONS All footings shall bear on undisturbed ground or structural fill. Compaction: A. Material for filling and backfilling shall consist of the excavated material and/or imported borrow and shall be free of organic matter, trash, lumber, or other debris. B. Fill and backfill shall be deposited in layers not to exceed 8 inches thick. Properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D-1557 method of compaction. C. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used where larger power driven compaction equipment cannot be used. CONCRETE All cast in place concrete shall meet the following requirements: Quality of concrete shall be determined by Section 1905, UBC 1994. Minimum 28 day compressive strength shall be 2500 PSI. Use 5 1/2 - 94# sacks per yard of Type I cement with 6.6 gallons of water per sack of cement. Maximum slump - 4 inches. All meth nd materials per UBC Chapter 19 and UBC Standards 19-1, and 19-3. Concrete shall be maintained in a moist condition for a minimum of five (5) da ft placement. Alternate methods will be approved if satisfactory performance can assured. Pipes other than electrical conduits shall nofbe embedded in structural con ` ept where specifically approved. L . REINFORCEMENT Reinforcement shall be deformed bars in accordance with ASTM A-615 Grade BC Standard 19-4 and made from new billets. Reinforcing to be welded shall be�AS� 615 Gr. 60 with a Carbon Equivalent (C.E.) of 0.55 or less, or ASTM A-706: Lap all reinforcing bars 40 diameters at all splices, corners, and intersecting w unless noted otherwise. Cover over reinforcement shall be a minimum of 3 inches*for concrete placed on ground, 2 inches for concrete exposed to ground or wepther after removal of forms, and 1 1/2 inches unless noted otherwise. Anchor bolts, dowelsnd other embedded items to be securely tied in place before concrete is poured.` w�`' ICA 0 0 NI UI P B S MENT \ P.ER1 D M E I of aE E t pf �� _ _ 5 �l SEP 5 ,995 ....... . .. . . . . . 1. Pr�opeh �.j�. Address: Nl I I , 2. Building Permit # (if applicable): 3. Boeing Job # (if applicable): 4. Value of Work to be Performed: 5. Type of Work to be Performed: -4 Lea.) 6. Permit Cost (see schedule below): 2_c�,-�, Residential single-family and duplex (new service): Temporary Services: 100 AMP service $45.00 Up to 100 AMP $30.00 Over 100 AMP to 200 AMP $60.00 Over 100 AMP $37.50 Over 200 AMP to 600 AMP $75.00 Minimum fee for remodel/addition of new circuits without a service change $30.00 Other: S immIng Pools $30.00 Residential Service Changes: n $30.00 Change 100 AMP to 200 AMP $30.00 o Ile Homes $30.00 Change 200 AMP to 600 AMP $45.00 Any new circuits added to above $ 7.50 each (to a maximum of $30.00) Multi-Family, Commercial and Industrial (based on value of work): $ 1.00 - $ 250.00 - $30.00 Low Voltage-less than 50 volts $ 250.01 - $ 1,000.00 - $30.00 + 3.5% of cost shall be 25% of standard fee $ 13000.01 - $ 5,000.00- $64.00 + 2.5% of cost $ 5,000.01 - $ 50,000.00- $177.00 + 1.5% of cost $ 50,000.01 - $ 250,000.00- $927.00 + .9% of cost Plan Review Fee -when required - $ 250,000.01 - $1.100,000.00- $3,177.00 + .7% of cost shall be 20% of standard fee $1,000,000.01 and up $10,177.00 + .4% of cost 7. Property Owner: ���1;�JNF r Ph one: Street Address: / K ;✓�c,� -$i City/State: _1 1�DYI Zip: 8. Tenant Name (if applicable): Suite/Room #: 9. Contractor: /��A���,�� /��,?_ �c L- Phone: Street Address: '��/+� -S. City/State: c �� �� Zip: ic�03� 10. State of Washington Contractor's License # (Required): 11. Contractor's City of Renton Business License # (Required): Non metallic sheathed cable shall be allowed only in residential occupancies up to three stories above grade. All new service shall be underground except for existing residential dwellings. Underground service will be required on any dwelling moved to a new location. This application does not constitute a permit to work. Work is not to commence until electrical permit is posted on premises where work is to be performed. Certification is hereby rendered that no work is to be done except as described, and that all work shall conform to the applicab codes. Work in public rights-of-way and/or utility easements is not authorized under Applicant Signature: r Date: ;r REVISIONS ' BY �3�L -TOP or 14138c 6rp6E POST ,o o N . CG�•1G f�d D �I'� _ j s>`e G cis E► sf�w N t�. ' E1 E of _ l�Tl hYa Pi M T ' t Ixz Gbh --i--i 1 -� -,9. L--.1 X 1 C.EI%16�, t�4.51 t�E ,�• _ -- - _ _ 7 �, �` t ! _Kink fo5►� r /- - - - O� — —__- aQ { �� t : ' r '�'-� t��;s� N 8 Ao' 1�':LAL3'7. F'T: T1aN l��"sl'ol' S�c�oN ci 3 If v uj x4-lo &11,4 MP FM r ' :�• •�s�,tlslct ~ . 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LU E.vw - ` f E '70, IN KJt-ty L:.Ol..4Tlr' L�ESCfZfi"f� A�� F-C3...1- �'��' (�(, j �. cc GINN1i`►G .A'- THE P1.W GOf:I�EtL -C7� �.'i'7 t3'...�:7GhC; TUENGE � : . ���Z\� ! �, �. • • ti; , x7L.1TN A'.-cNC� ?NE WEST t_1Ne c�F e4 _f✓'_lYK, �2.0 FT. Ta " E !` �,��/`�f% •'� - -_-{ a �i1.lE Ow- A "7 �' o'G :..A;�#� EEi7cD ';O G�!�ANGE L-• 4 �� �J * ; `, j'� a HaRFZE �7• DE E GAE� vUL`( 31, 41 t>,A RECf"�"�i Li►`✓�� AU�iTa�<,� ' �_ Ft:.. N o. 3 40 Co I F5 i ; TH Eta EA,:E T A-�N,r- s.�,t NOZ7H Li N� ! To THE WE5TEIZIrY 1_I>,tE � 9tsr F'_ACE eoUT+� p' l� �� 1ai..oS ►� Ste{ P� EsTi=r�:I LINE -ro THE No2TH L-1 NZ or- SAi a a-zv K_ ; N ' r .!t•'i' / '�" �' Tl-?E� `✓. I,��sr T� P�f�T ��GStiNINC �,�. -- " ,,�y,,� '. ^ �"� - {/J � ;)✓XGE THE SOU7N 3.5-FT- Tt�E��o!=. IM �•.•� Date . 2 t, 4.0 000K — aw1b �, �, _ ;� 1-• �--^- ,.;�. .:;.�-�-'`-_ ' ' ��. rl,.y�Z � �. �.� Qy� � d112Pa2T 3A � ,�' 3 Md►.t R.vG� — 1,2G1'� Ib sine _ �- • � 4 Mdt.f QoGir — l000 I b j hILC.0 �• SURVEYORS CERTIFICATE or ON OR UNDER �. NQ f M IN _---- THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY AT 00�c. pt �90 c i AT TH CE WITH MENTS OF THE E REQUEST OF THE REQIRE � PACE`------- MY DIRECTION IN CONFORMAN A � v DIVISION OF RECORDS AND ELECTIONS SURVEY RECORDING ACT AT THE REQUEST OF 0R •� 1A�0 198 I --j �A IJ 1 A R Y co IN . N p. 13 3 0 3 SUPT• OF RECORDS `,.. S MANAGER LEGAL DESCR � �(� � COMMONLY KNOWN AS 333 RAINIER AVENUE NORTHEG� THE DESCRIBED ASpTON, - 1 COUNTY OF KING+ STATE OF WASHINGTON, AND L J ` N.H. LATIMERS LAKE WASHINGTpAGE 70� THAT PORTION OF BLOCK 48, 6 OF PI-ATS' THE PLAT DESCRIBED AS FOLLOWS: BEGINNING AT THE c � ACCORDING YO WASHINGTONECORDED IN VOL ALONG THE WEST LINE OF SAID `�✓ KING COUNTY, THENCE SOUTH DEEDED TO I I NW CORNER OF SAID BLOCK; LOCK, DATED 7/31/44, RECORDED UNDER AUDWESTERLY B 120 FEET TO THE NORTH LINE OF A TRACT OF LAND I ITO CONSTANCE L. HARRE BY DE FILE N0. 3406181; THENCE EAST ALONG SAID NORTH LI • THENCE NORTHERLY ALONG SAID WESTERLY LINE LINE OF 91ST PLACE S• + THENCE WEST TO THE POINT TO THE NORTH OF SAID BLOCK; BEGINNING; EXCEPT THE SOUTH 3.5 FEET THEREOF. r" 'N ,W. 3� ��•- ,� Pam? � WA G, s �� FZs 3fi0, (05 3 1� 7 ujul �" G•. i�q lO3 �r f 4 ' z QIc I,� ��� °' �► N 8�'4d' 14 � i - • '.t 5--- -_ - -�-�- IM �� 1 �/1 J� �a�y"I� 1 lQ Is� •(� M 5��308 31 W �� � W Il.�iO�l�i huBP► w Vol, o • - - -2fv0, oo �Pt,AT � M�A�. � � 4 n47 4b N CA a l CT Qu - V a \� Q \A -A �ul�vNo1.�16 A0D�1 . 55 �8.33