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V\ 'r ; d {A do_ �t - s L� -tAm: . I '''''.0--t-a k.:I n c / I �/ ( 1 /�' \ 111 1\ '\ \--' \\1 \\ �\ \I, 1 -1 / J / / (__ ' r/ 1 - / , I %/ `, , , / I `I • '\ /' 1 1 \ \\- \ I I I I \ 808 SW Third Avenue,Ste.30C /) \ I ( / / I 1 1 \ ` • \ l\) <\ ✓ 1 \ i 1 \ I \ I / / lj /) Portland,503.OR 97204 / 1 I ( // ) I 1 , I \ \\ \+ I v / \ \ \ \ I 1 \ r 1 \I . 287.682E I \ I 1 ' / , I / ( l 1 ( ,, I \ , \ `j ) \ -\ \ / 1 )\,///----- www.otak.com • / 1 / ' . \�/ )\ \ (_/' I ' I \\ 1\ \ 1 1` r ( /`\ AA I ''' ,1\ - 1 / -\ 1 I I ( / i, // ! \\\ (r-`\ s- /� '' 1 \, ` \ I I I I i=� % I ( / r I /�� I 1\ \ / ( ,l \ 1 1 I'r'e) I '> > • I \\ `/ I\ 1 / J I //1` \-) ,i X111 i I `, / ; ! 'll L' '--,- ./-.) % / ;j /�\ �% r '\ \ I 4 1 , \ 1 1-I I / i/ I �J 1 1 \\ \\\\ \••\ /� )-\ I I I ; I 1. I ' \ I l ) ( `\ \ \ I I l /1 \ / r , ,. 1 / ` •.\ \ `\ \ \l11 I I ,o \ / I \ f\ I 1 1 \ I 1l I \/ �/ / 'I \ I„- \ I 1 1 \ l 1• I \ 1 \ \ ~ I \ 1 1- / `--I (^ ji" 1 `\\ I ` II 1 I \ j / _Ill I (1\I I 1 / I STAMP I \ \ \I I V `tel \\ �s I / 1) ill \ I /1//:; r / \ • • • • • • • I \\ 1• / I t 1 1 - (/� ' / ��- '„” rte\/ / I t\ \\ \ I\ `j \ , \\ `\ I -- `_--( a: ) / -, \\ I \ I w 1 \ d `-�_- , I 1 ! / 1 , 1 I 1 / / , I ��-'\' /----'------', --�.,� �I j' 1 1 1 - (1 l\ ' \ I`7/▪ I -\ \ I V \ �\ \ ,$._,,\I _ \` '- \ / / r- \ i r , I 1 / I i /_- =-�r— �_��_ `------- i - - \ <_ - 1 1 \ I I' \\ \\ i I I^' \ \ ', `\,1,./ \ II 1 /''/J 1' --' I I if-Q \\ 1 1 1 I / ,<�- - /' \ I 1 \ 1 / CONSULTANT ;��.\I\- ! \u I / `, \ - y - J \ `\ / , / I ) I , \1 ) I I 1 /, ` \ CC T \ _ ,., ; v SW 76TH AVE ,I / ; i 1 I ,'/f I r) I(1(1 1 ",-/ 0I „I , v 1 V "V A ) / v_ _ 1 / Ami r )I I f I j 1 I I;1 4 1 re 1� -- �)/f/I // ��V A v\ V v A\ I\ ' ,•,--------' „ � �'� V 1 I / // I / I I I l 1 I 1 I /1”" I ,/ I VARNS BASIN I , I z \\ r \ rn (OFFSITE) r - - ) )\ ,r. 1\I IIII `\ `\ `\ `\ %3\ - - 1\ i\) / f" / \\/\ / / / / , /\ ' , ' NORTH z ; ;'>;% ti /.�y'\, \\\ RESIDENTIAL ' a �• R�• �0 __ JI /' ;4 . , / I/ / '\7.111 / ,I • BASIN v skk lr1k. `\ �.\` \ -- c13 7 _-- r`\ /`__( /�J , )r /' /rte' // / / / / / / l I I 1:11 _,- \ ` / I ` \ .�"\ \ \\ G _ \ - \ , /-.,�--` / Yom/ ` / / ,'' // / / ' ' 1 \ / UNZIKER \ — , 1 I , 1 ,, r \ / / I (/ I / rl BASIN 1 ' \\ \ \\ \\ \\\ \ .\ \ J -�\ -ITS- / /J / \ / / ' / /✓��cy/)i/ !/ // /� Cl) 1... �\ \ \ \ \ I `\ 1_,.., 1 - -._ — i—i r/ / ,/ ' r S / /, ' r _ r'1� I' / \\l `\ `\ �\ \I^\ \\\ _I \ `\ -- --- "-----,-/ /, —/—T—. - —/_-- " /) / � / _/ I ,/rte 1 - \\ SOUTH ' t _ s-SRESIDENTIAL - // _' co -- '� FUTURE �l :; r \ BASIN ( — �, // 0 --.\ , \ -'- �- --' EMPLOYMENT ;' WALL , a o I ,�� _ BASIN �'\ BASIN \ -\ \�` l \ \ \ ,\ _ \. / /I r..h 1 /til -42_i' j ^� ui C.7 �:\ \,�, `l , ` \ \\ , . _ \ /' -1.- J _' / r ,-- 1 \1\ / // rJ /, / [, );;/"/"/ re i— Q I „; ST WALL BASIN '-:'1.-'7/:)---I .`�7 \_- \ \ �\� \ /' .. //,\ ,„.,„2,1 ..- ///l )' / te ^ F'--1 WEST SLOPE BASI • /Q / (DRAINS OFFSITE) w Z co (DRAINS OFFSITE) ,'-..),',7_,;,/,, �� r�- ,I ) „ �. 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Otak I / / „ ... Otak, Inc 808 SW Third Avenue,Ste.30C Portland,OR 9720' 503.287.6820 11, 4 , , c F— t 1 : , , (/) ORTH RESIDENTIAL BASIN www.otak.corr , 0L , i, „ , ...,Lu .i.....,„..._ D I . — .. , ' ' , ! ' : ! 1 !'. , ! ! ./''-'- . ! 1 I. , CC CD ' ONCRETE PATH VEGETATED FILTER STRIP Li] ,r; z UNZIKER BASIN -) l_LJ STAMP CD I ', , , , / ' ., , , •• 111 ,,,, , Thk. .. ........„,.. SW 76TH AVE XISTING IMPERVIOUS , = (..) Lu .,. PROPERTIES DISCHARGE To : //,'" RS y ,-, ' AREA TO BE TREATED , r 15" STORM LINE //: -----, 4, ' ,4 '-- ----.. . , • , , - ,,,,, ,,, - ( 7z /%..--, . ,. 14****t.. ...,,,,,, . ,,, .,R , -,,,,‘,, ' :'' if ,. .,, iv 4k '''' • i , , . STORMWATER CONNECTION ! . , . / 'j`4 2-'-4.----,:,. ,R8 ,•/, ,, / ,/,`,; V A,-'44*--4 '- / /!'- ',,,, iff -----,-, 7//'-'` ,,, ' , - --'" SW CHERRY DR .. CONSULTANT I , /\ C/)/ Ater.,.. 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Ione ammo)is noln".34".'''''''''' reduced/enlarged Scala accceln97, \ ., I P . - ,,,, cp",::: ::: I I XP-SWMM Routing Table 17052 The Fields Apartments IRouting Table Drainage Basin IDs Impervious Area Pervious Area Total Area Manhole ID (ac) (ac) (ac) ID Name I North SDCB-11E 0.00 0.00 0.00 SDMH-11D 0.00 0.00 0.00 SDMH-11C 0.16 0.14 0.30 H1 H2 SDMH-11B 0.00 0.00 0.00 I SDMH-1A 0.00 0.00 0.00 SDFC 16 0.00 0.00 0.00 SDMH-1C 0.36 0.17 0.53 R1 I SDFS-1D 0.74 0.11 0.85 M1 R2 M2 SDMH-1E 0.00 0.00 0.00 SDCO-01 0.88 1.72 2.60 R5 R6 R7 R8 R8a I SDMH-1F 0.00 0.00 0.00 SDMH-1G 0.00 0.00 0.00 SDMH-1H 0.89 1.18 2.08 R3 R4 M3 R9 ISDMH-1J 0.00 0.00 0.00 SDMH-1K 0.00 0.00 0.00 SDMH-1L 0.00 0.00 0.00 ISDMH-1M 5.57 3.71 9.28 Varns Offsite SUM 8.59 7.04 15.63 I South S59 0.71 0.80 1.51 R10 R13 R14 S58 0.25 0.09 0.33 R11 I S57 0.00 0.00 0.02 0.00 S56 0.25 0.27 M4 S55 0.00 0.00 0.00 I S54 0.21 0.04 0.25 R12 S88 0.32 0.03 0.34 M6 S51 0.25 0.35 0.60 R15 IS50 0.00 0.00 0.00 S194 0.29 0.51 0.79 R16 S49 0.00 0.00 0.00 IS48 0.27 0.48 0.75 R17 S47 0.00 0.00 0.00 I S46 0.00 0.00 0.25 0.00 S45 0.08 0.34 R18 S44 0.05 0.05 0.10 R19 I S43 0.04 0.02 0.06 R20 S42 0.48 0.46 0.94 R21 M5 M5a S41 0.22 0.08 0.30 R22 R23 I SUM 3.41 3.18 6.59 1 I I XP-SWMM Routing Table 17052 The Fields Apartments IRouting Table Drainage Basin IDs Impervious Area Pervious Area Total Area Manhole ID (ac) (ac) (ac) ID Name I Wall S36 0.00 0.00 0.00 S39 0.00 0.00 0.00 IS38 0.10 0.06 0.16 W9 SDCO-6A 3.69 1.82 5.51 Employment W8 I SDMH-10F 0.04 0.05 0.09 W7 SDMH 10G 0.08 0.09 0.17 W5 SDMH-10E 0.00 0.00 0.00 I SDMH-10D 0.00 0.00 0.00 SDFC 10C 0.00 0.00 0.00 Wall_Pond 0.46 0.62 1.08 W3a W3b W4 W10 I SDMH-9B 0.00 0.00 0.00 SDMH-9C 0.17 0.30 0.47 W2b SDMH-9D 0.13 0.27 0.40 W2a ISDMH-9E 0.49 1.59 2.09 W6 W1 SUM 5.16 4.80 9.97 ISUM TOTAL 17.17 15.02 32.19 I I I I I I I I U XP-SWMM HYDRAULICS DATA The Fields Apartments Proposed Conditions - With Varns Offsite Connection I SCS Type IA 25-Year Storm Event I Location Conduit Properties Conduit Profile Conduit Results Design Max. Max. Max. Node Limits Diameter Length Slope Ground Elevation (ft) Invert Elevation (ft) Max. Water Elevation (ft) Freeboard (ft) Link Name Flow Flow Velocity Depth y/d0 From To in ft ft % US DS US DS US DS US DS (cfs) (cfs) (ft/s) (ft) • I Link676 SDMH 1 M SDMH 1 L 15 1.25 51.63 1.5 234.78 229.03 214.80 214.01 215.74 214.33 19.04 14.70 _7.99 7.29 7.38 0.94 0.75 Link677 SDMH-1K SDMH-1J 15 1.25 87.78 0.9 204.99 202.88 197.51 196.72 201.12 200.07 3.87 2.81 6.13 7.19 5.81 3.61 2.89 Link678 SDMH-1J SDMH-1H 15 1.25 412.50 0.8 202.88 199.93 196.52 193.22 200.07 195.06 2.81 4.87 5.78 7.17 5.78 3.55 2.84 I Link679 SDMH 1 H SDMH 1 G 15 1.25 109.00 1.0 199.93 198.84 193.02 191.93 195.06 192.91 4.87 5.93 6.46 8.82 7.19 2.04 1.64 Link680 SDMH 1 G SDMH 1 F 15 1.25 27.33 1.5 198.84 199.04 191.73 191.32 192.91 192.28 5.93 6.76 7.91 8.82 7.36 1.18 0.95 Link681 SDMH-1F SDMH-1E 15 1.25 53.13 1.6 199.04 198.57 191.12 190.27 192.28 186.91 6.76 11.66 8.17 8.82 7.59 1.16 0.93 I Link682 SDMH-1E SDFS-1D 15 1.25 25.10 10.0 198.57 198.20 186.27 183.76 ` 186.91 184.56 11.66 13.64 20.43 10.73 16.35 0.80 0.64 Link683 SDFS-1D SDMH-1 C 15 1.25 66.86 1.9 198.20 196.88 183.98 182.71 184.56 183.15 13.64 13.73 8.90 3.93 7.03 0.58 0.47 Link684 SDMH-1C SDMH-1A 15 1.25 184.88 1.7 196.88 186.16 182.51 179.33 183.15 179.92 13.73 6.24 8.47 4.41 6.97 0.64 0.51 I Link685 SDMH-1A SDMH-11C 15 1.25 28.75 4.0 186.16 185.32 179.13 177.98 179.92 178.48 6.24 6.84 12.92 9.30 11.45 0.79 0.63 L1nk686 S58 S57 12 1.00 85.00 1.0 200.48 199.20 194.91 194.06 195.38 194.33 5.10 4.87 3.56 1.60 4.42 0.47 0.47 Link687 S57 S56 12 1.00 85.00 1.0 199.20 197.93 193.86 193.01 194.33 193.37 4.87 4.56 3.56 1.60 4.41 0.47 0.47 I Link688 S56 S55 12 1.00 86.67 1.5 197.93 196.63 192.91 191.61 193.37 191.82 4.56 4.81 4.36 1.90 5.36 0.46 0.46 Link689 S55 S54 12 1.00 83.56 2.3 196.63 195.09 191.41 189.53 191.82 189.70 4.81 5.39 5.34 1.90 6.23 0.41 0.41 Link690 S50 S194 12 1.00 137.00 1.0 208.78 210.99 203.98 202.61 204.23 202.79 4.55 8.20 3.56 0.48 3.16 0.25 0.25 I'I I Link691 S194 S49 12 1.00 94.00 1.0 210.99 212.01 202.41 201.47 202.79 201.65 8.20 10.36 3.56 1.09 3.99 0.38 0.38 Link692 S49 S48 12 1.00 80.00 1.0 212.01 212.90 201.27 200.47 201.65 200.75 10.36 12.15 3.56 1.09 3.99 0.38 0.38 Link693 S48 S47 12 1.00 80.00 1.0 212.90 212.88 200.27 199.47 200.75 199.75 12.15 13.13 _3.56 1.66 4.46 0.48 0.48 ILink694 S47 S46 12 1.00 80.00 1.0 212.88 212.48 199.27 198.47 199.75 198.95 13.13 13.53 3.56 1.66 4.46 0.48 0.48 Link695 S46 S45 12 1.00 80.00 1.0 212.48 211.54 198.47 197.67 198.95 197.99 13.53 13.55 3.56 1.66 4.46 0.48 0.48 Link696 S45 S44 12 1.00 66.00 1.0 211.54 209.06 197.47 196.81 197.99 197.14 13.55 11.92 3.56 1.88 4.60 0.52 0.52 ILink697 S44 S43 12 1.00 95.75 1.0 209.06 201.96 196.61 195.65 197.14 195.72 , 11.92 6.24 3.57 1.96 4.65 0.53 0.53 Link698 S43 S42 12 1.00 71.61 7.1 201.96 196.19 195.41 190.33 195.72 190.53 6.24 5.66 9.49 2.02 9.59 0.31 0.31 Link699 S42 S41 12 1.00 76.27 5.4 196.19 192.14 190.13 186.05 190.53 186.40 5.66 5.74 8.24 2.80 9.48 0.40 0.40 I Link700 S41 Det_S_Res 12 1.00 87.12 4.5 192.14 189.00 185.85 181.93 186.40 185.51 5.74 3.49 _7.56 3.09 6.79 3.58 3.58 Link702 S51 S50 12 1.00 31.45 1.0 207.49 208.78 204.49 204.18 204.74 204.23 2.75 4.55 3.54 0.48 3.15 0.25 0.25 Link703 Det_S_FCMH S36 12 1.00 20.00 4.9 189.00 187.77 179.72 178.75 180.12 179.17 8.88 8.60 _7.85 2.66 8.95 0.42 0.42 I Link704 S36 S39 12 1.00 88.00 4.0 187.77 180.56 178.75 175.23 179.17 175.37 8.60 5.19 7.13 2.66 8.41 0.42 0.42 1 Link705 SDCO-6A SDMH-10F 12 1.00 61.57 4.7 165.17 162.59 159.92 157.02 160.50 157.03 4.67 5.56 7.73 4.88 10.40 0.58 0.58 I Link706 SDMH 10F SDMH 10G 12 1.00 30.00 0.5 162.59 161.99 155.69 155.54 157.03 156.18 5.56 5.81 2.52 5.00 6.37 1.34 1.34 Link707 SDMH 10E SDMH 10F 12 1.00 120.00 0.5 165.09 162.59 156.49 155.89 157.04 157.03 8.05 5.56 2.52 0.55 1.94 1.14 1.14 Link708 SDFC-100 SDMH-10D 12 1.00 8.00 0.5 165.49 165.35 157.00 156.96 157.31 157.07 8.18 8.28 2.52 0.55 2.62 0.31 0.31 Link709 SDMH-10D SDMH 10E 12 1.00 14.00 0.5 165.35 165.09 156.76 156.69 157.07 157.04 8.28 8.05 _2.52 0.55 2.60 0.35 0.35 Link712 SDMH 11 C SDMH 11 B 15 1.25 143.19 6.0 185.32 171.87 177.78 169.16 178.48 169.66 6.84 2.21 15.85 9.54 13.50 0.70 0.56 Link713 SDCO-01 SDMH-1E 12 1.00 115.63 2.9 209.69 198.57 194.18 190.85 194.57 186.91 15.12 11.66 6.05 1.97 6.88 0.39 0.39 ILink714 S88 Det_S_Res 12 1.00 11.00 5.0 191.75 189.00 183.83 183.28 185.52 185.51 j 6.23 3.49 7.97 2.50 7.59 2.23 2.23 I I I XP-SWMM HYDRAULICS DATA The Fields Apartments Proposed Conditions - With Varns Offsite Connection SCS Type I A 25-Year Storm Event I Location Conduit Properties Conduit Profile Conduit Results Design Max. Max. Max. Node Limits Diameter Length Slope Ground Elevation (ft) Invert Elevation (ft) Max. Water Elevation (ft) Freeboard (ft) ILink Name Flow Flow Velocity Depth y/d0 From To in ft ft % US DS US DS US DS US DS (cfs) (cfs) (ft/s) (ft) I Link715 S39 S38 12 1.00 88.32 9.3 180.56 172.42 175.03 166.86 175.37 167.21 5.19 5.21 10.84 2.66 11.36 0.35 0.35 Link716 S38 SDCO 6A 12 1.00 91.57 7.2 172.42 165.17 166.75 160.12 167.21 160.50 5.21 4.67 9.59 4.13 11.74 0.46 0.46 Link718 SDMH-9E SDMH-9D 12 1.00 217.50 0.4 166.24 168.49 162.06 161.19 162.66 161.79 3.59 _ 6.70 2.25 1.45 3.05 0.60 0.60 I Link719 SDMH-9D SDMH-9C 12 1.00 155.00 0.4 168.49 169.88 160.99 160.37 161.79 161.63 6.70 8.25 2.25 1.63 2.97 1.26 1.26 Link720 SDMH-9C SDMH-9B 12 1.00 243.75 0.5 169.88 171.04 160.17 159.00 161.63 161.60 8.25 9.44 2.47 1.94 2.47 2.60 2.60 Link721 SDFS-1D Det_N_Res _ 12 1.00 8.23 12.6 198.20 186.81 183.56 182.52 184.56 184.26 13.64 2.55 12.67 7.84 13.03 1.74 1.74 I Link722 Det_N_Res Det_N_FC 12 1.00 6.49 0.5 186.81 186.81 179.81 179.78 184.26 184.11 2.55 _ 2.70 2.42 5.57 6.95 4.45 4.45 Link723 SDMH-9B Wall Pond 12 1.00 60.00 0.5 171.04 163.00 158.80 158.50 161.60 161.59 9.44 1.41 2.52 1.93 2.45 3.09 3.09 Link724 Wall_FCMH SDFC-100 12 1.00 37.50 4.0 163.00 165.49 158.50 157.00 158.69 157.31 _ 4.31 8.18 7.13 0.55 4.85 0.31 0.31 I Link726 SDFC-1B SDMH-1A 12 1.00 10.60 1.1 188.60 186.16 179.78 179.66 180.84 179.92 7.76 6.24 3.79 5.57 6.94 1.06 1.06 Link728 Det S Res Det S FC 12 1.00 10.00 0.0 189.00 189.00 179.72 179.72 185.51 185.46 3.49 3.54 0.11 2.67 3.29 5.79 5.79 Link729 S54 S88 12 1.00 84.94 6.2 195.09 191.75 189.33 184.03 189.70 185.52 ' 5.39 6.23 8.90 2.54 9.50 1.49 1.49 I Link730 Wall Pond Wall_FC 12 1.00 10.00 0.0 163.00 163.00 158.50 158.50 161.59 161.59 1.41 1.41 0.11 0.55 0.69 3.09 3.09 Link735 S59 S58 12 1.00 90.67 1.5 202.17 200.48 196.40 195.04 196.77 195.38 5.40 5.10 4.36 1.27 4.81 0.37 0.37 Link737 SDMH-1L SDMH-1K 15 1.25 166.30 9.7 229.03 204.99 213.81 197.71 214.33 201.12 14.70 3.87 20.10 7.29 13.28 3.41 2.73 I I I I I I I I 1 I I XP-SWMM HYDRAULICS DATA The Fields Apartments Proposed Conditions - No Varns Offsite Connection I SCS Type I A 25-Year Storm Event I Location Conduit Properties Conduit Profile Conduit Results Design Max. Max. Max. I Node Limits Diameter Length Slope Ground Elevation (ft) Invert Elevation (ft) Max. Water Elevation (ft) Freeboard (ft) j Link Name Flow Flow Velocity Depth y/d0 From To in ft ft % US DS US DS US DS US DS (cfs) (cfs) (ft/s) (ft) I Link676 SDMH 1 M SDMH 1 L 15 1.25 51.63 1.5 234.78 229.03 214.80 214.01 212.80 213.81 196.52 21.98 15.22 6.36 7.99 0.00 0.00 0.00 0.00 Link677 SDMH-1K SDMH-1J 15 1.25 87.78 0.9 204.99 202.88 197.51 196.72 197.51 7.48 6.13 0.00 0.00 0.00 0.00 Link678 SDMH-1J SDMH-1H 15 1.25 412.50 0.8 202.88 199.93 196.52 193.22 196.52 193.46 6.36 6.47 5.78 0.00 0.00 0.24 0.00 I Link679 SDMH 1 H SDMH 1 G 15 1.25 109.00 1.0 199.93 198.84 193.02 191.93 193.46 192.12 6.47 6.72 6.46 1.68 4.43 0.44 0.35 Link680 SDMH 1 G SDMH 1 F 15 1.25 27.33 1.5 198.84 199.04 191.73 191.32 192.12 191.51 6.72 7.53 7.91 1.68 5.12 0.39 0.31 Link681 SDMH-1F SDMH-1E 15 1.25 53.13 1.6 199.04 198.57 191.12 190.27 191.51 186.63 7.53 11.94 8.17 1.68 5.24 0.39 0.31 I Link682 SDMH 1 E SDFS-1D 15 1.25 25.10 10.0 198.57 198.20 186.27 183.76 186.63 183.98 11.94 14.23 20.43 3.64 12.57 0.36 0.29 Link683 SDFS 1 D SDMH 1 C 15 1.25 66.86 1.9 198.20 196.88 183.98 182.71 183.98 182.72 14.23 14.16 8.90 0.00 0.00 0.01 0.00 Link684 SDMH-1C SDMH-1A 15 1.25 184.88 1.7 196.88 186.16 182.51 179.33 182.72 179.32 14.16 6.84 8.47 0.51 3.80 0.21 0.17 I Link685 SDMH-1A SDMH-11C 15 1.25 28.75 4.0 186.16 185.32 179.13 177.98 179.32 177.98 6.84 7.34 12.92 0.66 5.51 0.19 0.15 Link686 S58 S57 12 1.00 85.00 1.0 200.48 199.20 194.91 194.06 195.38 194.33 5.10 4.87 3.56 1.60 4.42 0.47 0.47 Link687 S57 S56 12 1.00 85.00 1.0 199.20 197.93 193.86 193.01 194.33 193.37 4.87 4.56 _3.56 1.60 4.41 0.47 0.47 I Link688 S56 S55 12 1.00 86.67 1.5 197.93 196.63 192.91 191.61 193.37 191.82 4.56 4.81 4.36 1.90 5.36 0.46 0.46 Link689 S55 S54 12 1.00 83.56 2.3 196.63 195.09 191.41 189.53 191.82 189.70 4.81 5.39 5.34 1.90 6.23 0.41 0.41 Link690 S50 S194 12 1.00 137.00 1.0 208.78 210.99 203.98 202.61 204.23 202.79 4.55 8.20 3.56 0.48 3.16 0.25 0.25 ILink691 S194 S49 12 1.00 94.00 1.0 210.99 212.01 202.41 201.47 202.79 201.65 8.20 10.36 _3.56 1.09 3.99 0.38 0.38 Link692 S49 S48 12 1.00 80.00 1.0 212.01 212.90 201.27 200.47 201.65 200.75 10.36 12.15 _3.56 1.09 3.99 0.38 0.38 Link693 S48 S47 12 1.00 80.00 1.0 212.90 212.88 200.27 199.47 200.75 199.75 12.15 13.13 3.56 1.66 _ 4.46 0.48 0.48 I Link694 S47 S46 121.00 80.00 1.0 212.88 212.48 199.27 198.47 199.75 198.95 13.13 13.53 3.56 1.66 4.46 0.48 0.48 Link695 S46 S45 12 1.00 80.00 1.0 212.48 211.54 198.47 197.67 198.95 197.99 13.53 13.55 3.56 1.66 4.46 0.48 0.48 Link696 S45 S44 12 1.00 66.00 1.0 211.54 209.06 197.47 196.81 197.99 197.14 13.55 11.92 3.56 1.88 4.60 0.52 0.52 ILink697 S44 S43 12 1.00 95.75 1.0 209.06 201.96 196.61 195.65 197.14 195.72 11.92 6.24 3.57 1.96 4.65 0.53 0.53 Link698 S43 S42 12 1.00 71.61 7.1 201.96 196.19 195.41 190.33 195.72 190.53 6.24 5.66 9.49 2.02 9.59 0.31 0.31 I Link699 S42 S41 12 1.00 76.27 5.4 196.19 192.14 190.13 186.05 190.53 186.40 5.66 5.74 8.24 2.80 9.48 0.40 0.40 Link700 341 Det_S_Res 12 1.00 87.12 4.5 192.14 189.00 185.85 181.93 186.40 185.51 5.74 3.49 7.56 3.09 6.78 3.58 3.58 Link702 S51 S50 12 1.00 31.45 1.0 207.49 208.78 204.49 204.18 204.74 204.23 2.75 4.55 3.54 0.48 3.15 0.25 0.25 I Link703 Det_S_FCMH S36 12 1.00 20.00 4.9 189.00 187.77 179.72 178.75 180.12 179.17 8.88 8.60 _7.85 2.66 8.95 0.42 0.42 Link704 S36 S39 12 1.00 88.00 4.0 187.77 180.56 178.75 175.23 179.17 175.37 8.60 5.19 7.13 2.66 8.41 0.42 0.42 Link705 S000-6A SDMH-10F 12 1.00 61.57 4.7 165.17 162.59 159.92 157.02 160.50 157.03 4.67 5.56 7.73 4.88 10.40 0.58 0.58 I Link706 SDMH 10F SDMH-10G 12 1.00 30.00 0.5 162.59 161.99 155.69 155.54 157.03 156.18 5.56 5.81 2.52 5.00 6.37 1.34 1.34 Link707 SDMH 10E SDMH-10F 12 1.00 120.00 0.5 165.09 162.59 156.49 155.89 157.04 157.03 8.05 5.56 2.52 0.55 1.94 1.14 1.14 Link708 SDFC-100 SDMH-10D 12 1.00 8.00 0.5 165.49 165.35 157.00 156.96 157.31 157.07 8.18 8.28 2.52 0.55 2.62 0.31 0.31 I Link709 SDMH 10D SDMH-10E 12 1.00 14.00 0.5 165.35 165.09 156.76 156.69 157.07 157.04 8.28 8.05 2.52 0.55 2.60 0.35 0.35 Link712 SDMH-11C SDMH-11B 15 1.25 143.19 6.0 185.32 171.87 177.78 169.16 177.98 169.16 7.34 2.71 15.85 0.85 6.87 0.20 0.16 Link713 SDCO-01 SDMH-1E 12 1.00 115.63 2.9 209.69 198.57 194.18 190.85 194.57 186.63 15.12 11.94 6.05 1.97 6.88 0.39 0.39 I Link714 S88 Det_S_Res 12 1.00 11.00 5.0 191.75 189.00 183.83 183.28 185.52 185.51 6.23 3.49 7.97 2.50 7.59 2.23 2.23 I I XP-SWMM HYDRAULICS DATA The Fields Apartments Proposed Conditions - No Varns Offsite Connection I SCS Type IA 25-Year Storm Event ILocation Conduit Properties Conduit Profile Conduit Results Design Max. Max. Max. Node Limits Diameter Length Slope Ground Elevation (ft) Invert Elevation (ft) Max. Water Elevation (ft) Freeboard (ft) ILink Name Flow Flow Velocity Depth y/d0 From To in ft ft % US DS US DS US DS US DS (cfs) (cfs) (ft/s) (ft) I Link715 S39 S38 12 1.00 88.32 9.3 180.56 172.42 175.03 166.86 175.37 167.21 5.19 5.21 10.84 2.66 11.36 0.35 0.35 Link716 S38 SDCO 6A 12 1.00 91.57 7.2 172.42 165.17 166.75 160.12 167.21 160.50 5.21 4.67 9.59 4.13 11.74 0.46 0.46 Link718 SDMH-9E SDMH-9D 12 1.00 217.50 0.4 166.24 168.49 162.06 161.19 162.66 161.79 3.59 6.70 2.25 1.45 3.05 0.60 0.60 I Link719 SDMH-9D SDMH 9C 12 1.00 155.00 0.4 168.49 169.88 160.99 160.37 161.79 161.63 6.70 8.25 2.25 1.63 2.97 1.26 1.26 L1nk720 SDMH-9C SDMH-9B 12 1.00 243.75 0.5 169.88 171.04 160.17 159.00 161.63 161.60 8.25 9.44 2.47 1.94 2.47 2.60 2.60 Link721 SDFS-1D Det_N_Res 12 1.00 8.23 12.6 198.20 186.81 183.56 182.52 183.98 183.70 14.23 3.11 12.67 4.56 14.80 1.18 1.18 I Link722 DetNRes Det_N_FC 12 1.00 6.49 0.5 186.81 186.81 179.81 179.78 183.70 183.70 3.11 3.11 2.42 0.60 1.31 3.92 3.92 Link723 SDMH-9B Wall_Pond 12 1.00 60.00 0.5 171.04 163.00 158.80 158.50 161.60 161.59 9.44 1.41 2.52 1.93 2.45 3.09 3.09 Link724 Wall_FCMH SDFC-10C 12 1.00 37.50 4.0 163.00 165.49 158.50 157.00 158.69 157.31 4.31 8.18 7.13 0.55 4.85 0.31 0.31 I Link726 SDFC 1 B SDMH-1A 12 1.00 10.60 1.1 188.60 186.16 179.78 179.66 180.05 179.32 8.55 6.84 3.79 0.60 3.52 0.27 0.27 Link728 Det S Res Det S FC 12 1.00 10.00 0.0 189.00 189.00 179.72 179.72 185.51 185.46 3.49 3.54 0.11 2.67 3.29 5.79 5.79 Link729 S54 S88 12 1.00 84.94 6.2 195.09 191.75 189.33 184.03 189.70 185.52 5.39 6.23 8.90 2.54 9.50 1.49 1.49 I Link730 Wall_Pond Wall_FC 12 1.00 10.00 0.0 163.00 163.00 158.50 158.50 161.59 161.59 1.41 1.41 0.11 0.55 0.69 3.09 3.09 Link735 S59 S58 12 1.00 90.67 1.5 202.17 200.48 196.40 195.04 196.77 195.38 5.40 5.10 4.36 1.27 4.81 0.37 0.37 Link737 SDMH-1L SDMH-1K 15 1.25 166.30 9.7 229.03 204.99 213.81 197.71 213.81 197.51 15.22 7.48 20.10 0.00 0.00 0.00 0.00 1 I I I I I I I I INLET CAPACITY CALCULATIONS 17052 The Fields Apartments Curb-Opening and Grate Inlets (On-grade) Project No. 17052 See ODOT Hydraulics Manual, Chapter 13,Appendix D.5.2 2/15/2018 IDefinitions: L= curb-opening length, (ft) Wp = Width of contributing drainage area (roads, shoulders, sidewalks)(ft) IE = the curb-opening interception efficiency(E=0.70 minimum; no more than 30%can bypass inlet) L1= first inlet from crest (ft) LT= curb-opening length required to intercept 100%of the gutter flow (ft) L2= distance to successive inlets (ft) I Eo= ratio of flow in depressed section to total gutter flow E = fraction of flow captured by curb inlet Se= equivalent cross slope ft/ft T= Spread Ia = Inlet and gutter depression, ft (1.5 inch inlet depression and 0.55 inch gutter depression as measured from standard slope of pavement) SW' = cross slope of depressed gutter measured from the cross slope of the pavement, Sxft/ft IUsing "Method A" - No clogging n = 0.016 Manning's coefficent (0.016 for asphalt pavement) a = 2.05 in 0.1708 ft Rational Method Width of Depressed Gutter Section, Wd = 1.5 ft Q= CiA Sw' = 0.114 ft/ft C= 0.9 for concrete/asphaltic pavement Ii = 3.0 in/hr, rainfall intensity for 10-year, 5 min event CB Type: CG 30 L= 2.5 ft CG 48 L= 4.0 ft i = 3.4 in/hr, rainfall intensity for 25-year, 5 min event LIDA L= 2 ft ICG-2 L= 2.67 ft G-2 L= 2.25 ft A= Impervious Area Draining to Inlet (sf) CG-2 W= 2.25 ft G-2 W= 2.25 ft I Longitudinal Roadway I Roadway Cross Q=CiA Efficiency Capture Bypass Street Name CB Type Basin Inlet Station Spacing(ft) Slope (S�) Slope (5k) Basin Area (sf) (cfs) Qtot (cfs) T(ft) Eo S L ft for Inlets, E Qcap (cfs)T ( ) (cfs) Bypass Outlet SW Wall Street I HP 0 LID W2b.1 LIDA W1 78 78 0.010 0.0250 11,287 0.70 0.70 5.50 0.57 0.090 6.57 0.48 0.34 0.36 LID W2b.2 LID W2b.2 LIDA 130 52 0.010 0.0250 0 0.00 0.36 4.30 0.68 0.103 4.62 0.64 0.23 0.13 LID W2b.3 ILID W2b.3 LIDA 182 52 0.008 0.0250 0 0.00 0.13 3.06 0.83 0.120 2.56 0.94 0.12 0.01 LID W2a.1 LID W2a.1 LIDA W2a 236 54 0.010 0.0250 5,613 0.35 0.36 4.27 0.69 0.103 4.57 0.65 0.23 0.13 LID W2a.2 LID W2a.2 LIDA 321 85 0.014 0.0250 0 0.00 0.13 2.72 0.88 0.126 2.90 0.88 0.11 0.02 LID W2a.3 ILID W2a.3 LIDA 406 85 0.014 0.0250 0 0.00 0.02 1.24 1.00 0.139 1.13 1.00 0.02 0.00 LID W1b.1 LID W1b.1 LIDA W2b 404 83 0.012 0.0250 7,475 0.46 0.46 4.55 0.66 0.100 5.49 0.56 0.26 0.21 LID W1b.2 I LID W1b.2 LIDA 481 75 0.022 0.0250 0 0.00 0.21 3.00 0.84 0.121 4.17 0.69 0.14 0.06 LID W1b.3 LID W1b.3 LIDA 479 75 0.022 0.0250 0 0.00 0.06 1.93 0.98 0.137 2.36 0.97 0.06 0.00 No Bypass HP 0 I LID W3a.1 LIDA W3a 88 88 0.016 0.0250 6,766 0.42 0.42 4.16 0.70 0.104 5.59 0.55 0.23 0.19 LID W3a.2 LID W3a.2 LIDA 45 45 0.024 0.0250 0 0.00 0.19 2.86 0.86 0.123 4.08 0.70 0.13 0.06 LID W3a.3 LID W3a.3 LIDA 133 45 0.024 0.0250 0 0.00 0.06 1.82 0.99 0.138 2.30 0.97 0.05 0.00 LID W3b.1 ILID W3b.1 LIDA W3b 161 28 0.021 0.0250 3,125 0.19 0.20 2.97 0.85 0.122 4.01 0.71 0.14 0.06 LID W3b.2 LID W3b.2 LIDA 208 47 0.021 0.0250 0 0.00 0.06 1.86 0.99 0.137 2.21 0.99 0.06 0.00 LID W4.1 I 1of4 I ILongitudinal Roadway Roadway Cross Q=CiA Efficiency Capture Bypass IStreet Name CB Type Basin Inlet Station Spacing(ft) Slope (St) Slope (Sx) Basin Area (sf) (cfs) Qtot (cfs) T(ft) Eo Se LT ft for Inlets, E Qcap(cfs) (cfs) Bypass Outlet LID W4.1 LIDA W4 314 106 0.023 0.0250 7,626 0.47 0.47 4.06 0.71 0.106 6.51 0.48 0.23 0.24 LID W4.2 LID W4.2 LIDA 495 181 0.028 0.0250 0 0.00 0.24 3.06 0.83 0.120 4.85 0.62 0.15 0.09 LID W5.1 ILID W5.1 LIDA W5 547 52 0.014 0.0250 3,364 0.21 0.30 3.77 0.74 0.109 4.55 0.65 0.20 0.11 LID W5.2 LID W5.2 LIDA 569 22 0.016 0.0250 0 0.00 0.11 2.49 0.92 0.129 2.76 0.90 0.10 0.01 No Bypass I SW Hunziker Street HP 0 LID H1.1 LIDA H1 88 88 0.089 0.0250 4,620 0.29 0.29 2.61 0.90 0.127 7.07 0.45 0.13 0.16 LID H1.2 I LID H1.2 LIDA 32 32 0.101 0.0250 0 0.00 0.16 2.04 0.97 0.136 5.50 0.56 0.09 0.07 LID H1.3 LID H1.3 LIDA 120 32 0.101 0.0250 0 0.00 0.07 1.50 1.00 0.139 3.85 0.73 0.05 0.02 LID H2.1 LID H2.1 LIDA H2 179 59 0.104 0.0250 2,237 0.14 0.16 2.03 0.97 0.136 5.54 0.55 0.09 0.07 LID H2.2 I LID H2.2 LIDA 194 15 0.101 0.0250 0 0.00 0.07 1.51 1.00 0.139 3.86 0.73 0.05 0.02 LID H2.3 LID H2.3 LIDA 209 15 0.101 0.0250 0 0.00 0.02 0.92 1.00 0.139 2.23 0.98 0.02 0.00 No Bypass Private- Northwest IHP 0 LID R4.1 LIDA R4 49 49 0.011 0.0250 11,815 0.73 0.73 5.49 0.57 0.090 6.89 0.46 0.34 0.39 LID R4.2 ILID R4.2 LIDA 92 43 0.020 0.0250 0 0.00 0.39 3.90 0.73 0.108 5.71 0.54 0.21 0.18 LID R4.3 LID R4.3 LIDA 144 52 0.020 0.0250 0 0.00 0.18 2.91 0.85 0.122 3.82 0.74 0.13 0.05 LID R4.4 LID R4.4 LIDA 196 52 0.020 0.0250 0 0.00 0.05 1.77 0.99 0.138 2.03 1.00 0.05 0.00 No Bypass I LID R3.1 LIDA R3 222 26 0.010 0.0250 12,420 0.77 0.77 5.70 0.56 0.089 6.91 0.46 0.35 0.42 0.17 LID R3.2 LID R3.2 LIDA 294 72 0.011 0.0250 0 0.00 0.42 4.45 0.67 0.101 5.08 0.59 0.25 LID R3.3 LID R3.3 LIDA 337 43 0.013 0.0250 0 0.00 0.17 3.08 0.83 0.120 3.30 0.81 0.14 0.03 LID R3.4 I LID R3.4 LIDA 380 43 0.013 0.0250 0 0.00 0.03 1.64 1.00 0.139 1.50 1.00 0.03 0.00 No Bypass LID R2.1 LIDA R2 432 52 0.030 0.0250 8,526 0.53 0.53 4.03 0.71 0.106 7.37 0.43 0.23 0.30 LID R2.2 LID R2.2 LIDA 469 37 0.022 0.0250 0 0.00 0.30 3.45 0.78 0.114 5.05 0.60 0.18 0.12 LID R2.3 ILID R2.3 LIDA 506 37 0.022 0.0250 0 0.00 0.12 2.46 0.92 0.130 3.20 0.83 0.10 0.02 LID R2.4 LID R2.4 LIDA 543 37 0.022 0.0250 0 0.00 0.02 1.27 1.00 0.139 1.46 1.00 0.02 0.00 No Bypass LID R1.1 LIDA R1 675 132 0.064 0.0250 15,469 0.96 0.98 4.41 0.67 0.101 12.32 0.27 0.27 0.71 LID R1.2 ILID R1.2 LIDA 677 2 0.064 0.0250 0 0.00 0.71 3.91 0.73 0.108 10.40 0.32 0.23 0.49 LID R1.3 LID R1.3 LIDA 677 2 0.064 0.0250 0 0.00 0.49 3.39 0.79 0.115 8.50 0.38 0.19 0.30 LID R1.4 ILID R1.4 LIDA 752 75 0.035 0.0250 0 0.00 0.30 3.17 0.82 0.118 5.69 0.54 0.16 0.14 LID R1.5 LID R1.5 LIDA 679 2 0.035 0.0250 0 0.00 0.14 2.36 0.93 0.131 3.86 0.73 0.10 0.04 LID R1.6 LID R1.6 LIDA 1 754 2 0.035 0.0250 0 0.00 0.04 1.44 1.00 0.139 2.14 0.99 0.04 0.00 No Bypass I Private- Northeast HP 0 LID R8.1 CG-30 R8 49 49 0.026 0.0250 14,850 0.92 0.92 5.09 0.61 0.094 9.58 0.42 0.39 0.53 LID R8.2 I LID R8.2 CG 30 98 49 0.045 0.0250 0 0.00 0.61 3.93 See Express Tools Sag Depth Calculation Sag LID R7.1 LIDA R7 147 49 0.011 0.0250 6,058 0.38 0.51 4.80 0.63 0.097 5.67 0.54 0.28 0.23 LID R7.2 LID R7.2 LIDA 196 49 0.045 0.0250 0 0.00 0.23 2.75 0.88 0.125 5.34 0.57 0.13 0.10 LID R7.3 I LID R7.3 LIDA 245 49 0.045 0.0250 0 0.00 0.10 2.00 0.98 0.136 3.56 0.77 0.08 0.02 LID R1.1 HP 0 LID R5.1 CG-30 R5 49 49 0.026 0.0250 11,109 0.69 0.78 4.79 See Express Tools Sag Depth Calculation Sag ILID R5.2 CG-30 R6 98 49 0.077 0.0250 4,837 0.30 0.30 2.73 0.88 0.125 6.97 0.55 I 0.17 I 0.13 LID R7.1 I 2of4 I ILongitudinal Roadway Roadway Cross Q=CiA Efficiency Capture Bypass I Street Name CB Type Basin Inlet Station Spacing(ft) Slope (SL) Slope (SX) Basin Area (sf) (cfs) Qtot (cfs) T(ft) Eo Se LT ft for Inlets, E Qcap(cfs) (cfs) Bypass Outlet Private-Southwest HP 0I LIDA R9.1 LIDA R9 94 94 0.020 0.0250 8,161 0.51 0.51 4.28 0.68 0.103 6.52 0.48 0.24 0.26 LIDA R9.2 LIDA R9.2 LIDA 148 54 0.019 0.0250 0 0.00 0.26 3.37 0.79 0.115 4.55 0.65 0.17 0.09 LIDA R9.3 ILIDA R9.3 LIDA 174 26 0.027 0.0250 0 0.00 0.09 2.14 0.96 0.134 2.97 0.87 0.08 0.01 LIDA R10.1 LIDA R10.1 LIDA R10 227 53 0.014 0.0250 15,595 0.97 0.98 5.85 0.55 0.087 8.54 0.38 0.37 0.61 LIDA R10.2 LIDA R10.2 LIDA 272 45 0.014 0.0250 0 0.00 0.61 4.89 0.62 0.096 6.58 0.48 0.29 0.32 LIDA R10.3 I LIDA R10.3 LIDA 316 44 0.013 0.0250 0 0.00 0.32 3.88 0.73 0.108 4.57 0.65 0.20 0.11 LIDA R10.4 LIDA R10.4 LIDA 360 44 0.013 0.0250 0 0.00 0.11 2.63 0.89 0.127 2.68 0.92 0.10 0.01 LIDA R11.1 LIDA R11.1 LIDA R11 431 71 0.027 0.0250 10,711 0.66 0.67 4.50 0.66 0.100 8.17 0.40 0.27 0.41 LIDA R11.2 I LIDA R11.2 LIDA 468 37 0.049 0.0250 0 0.00 0.41 3.33 0.80 0.116 7.25 0.44 0.18 0.23 LIDA R11.3 LIDA R11.3 LIDA 505 37 0.049 0.0250 0 0.00 0.23 2.68 0.89 0.126 5.39 0.57 0.13 0.10 LIDA R12.1 LIDA R12.1 LIDA R12 593 88 0.043 0.0250 9,180 0.57 0.67 4.11 0.70 0.105 9.11 0.36 0.24 0.43 LIDA R12.2 ILIDA R12.2 LIDA 619 26 0.055 0.0250 0 0.00 0.43 3.32 0.80 0.116 7.66 0.42 0.18 0.25 LIDA R12.3 LIDA R12.3 LIDA 693 74 0.055 0.0250 0 0.00 0.28 2.84 See Express Tools Sag Depth Calculation Sag HP 0 LIDA W9.1 LIDA W9 193 193 0.091 0.0250 4,515 0.28 0.28 2.58 0.90 0.128 7.03 0.45 0.13 0.15 LIDA W9.2 1111 I LIDA W9.2 LIDA 221 28 0.091 0.0250 0 0.00 0.15 2.06 0.97 0.135 5.28 0.58 0.09 0.07 LIDA W9.3 I LIDA W9.3 LIDA 249 28 0.091 0.0250 0 0.00 0.07 1.49 1.00 0.139 3.62 0.76 0.05 0.02 LIDA W8.1 LIDA W8.1 LIDA W8 330 81 0.071 0.0250 6,246 0.39 0.40 3.10 0.83 0.119 7.92 0.41 0.16 0.24 LIDA W8.2 LIDA W8.2 LIDA 346 16 0.071 0.0250 0 0.00 0.24 2.54 0.91 0.128 6.09 0.51 0.12 0.12 LIDA W8.3 LIDA W8.3 LIDA 362 16 0.020 0.0250 0 0.00 0.13 2.58 See Express Tools Sag Depth Calculation Sag I Private-Southeast HP 0 I LIDA R17.1 LIDA R17 40 40 0.007 0.0250 11,878 0.74 0.74 5.99 0.54 0.086 6.20 0.50 0.37 0.37 LIDA R17.2 LIDA R17.2 LIDA 103 63 0.006 0.0250 0 0.00 0.37 4.74 0.64 0.098 4.09 0.70 0.26 0.11 LIDA R17.3 LIDA R17.3 LIDA 124 21 0.006 0.0250 0 0.00 0.11 3.01 0.84 0.121 2.17 0.99 0.11 0.00 LIDA R17.4 ILIDA R17.4 LIDA 171 47 0.006 0.0250 0 0.00 0.00 0.56 See Express Tools Sag Depth Calculation. Sag LIDA R18.1 LIDA R18 311 140 0.083 0.0250 3,573 0.22 0.22 2.40 0.93 0.131 6.12 0.51 0.11 0.11 LIDA R18.2 LIDA R18.2 LIDA 326 15 0.083 0.0250 0 0.00 0.11 1.84 0.99 0.138 4.40 0.66 0.07 0.04 LIDA R19.1 ILIDA R19.1 LIDA R19 391 65 0.083 0.0250 2,338 0.14 0.18 2.23 0.95 0.133 5.57 0.55 0.10 0.08 LIDA R19.2 LIDA R19.2 LIDA 405 14 0.083 0.0250 0 0.00 0.08 1.65 1.00 0.139 3.88 0.73 0.06 0.02 LIDA R20.1 I LIDA R20.1 LIDA R20 436 31 0.830 0.0250 1,596 0.10 0.12 1.25 1.00 0.139 9.13 0.36 0.04 0.06 0.08 LIDA R20.2 LIDA R20.2 LIDA 448 12 0.075 0.0250 0 0.00 0.08 1.65 1.00 0.139 3.69 0.76 0.02 LIDA R21.1 LIDA R21.1 LIDA R21 502 54 0.049 0.0250 3,304 0.20 0.22 2.66 0.89 0.126 5.35 0.57 0.13 0.10 LIDA R21.2 I LIDA R21.2 LIDA 525 23 0.049 0.0250 0 0.00 0.10 1.94 0.98 0.137 3.59 0.77 0.07 0.02 LIDA R22.1 LIDA R22.1 LIDA R22 550 25 0.031 0.0250 2,524 0.16 0.18 2.67 0.89 0.126 4.25 0.68 0.12 0.06 LIDA R22.2 LIDA R22.2 LIDA 568 18 0.031 0.0250 0 0.00 0.06 1.74 1.00 0.138 2.48 0.95 0.05 0.00 No Bypass I HP 0 LIDA R16.1 LIDA R16 48 48 0.077 0.0250 12,528 0.78 0.78 3.90 0.73 0.108 11.38 0.29 0.23 0.55 LIDA R16.2 LIDA R16.2 LIDA 93 45 0.023 0.0250 0 0.00 0.55 4.29 0.68 0.103 7.04 0.45 0.25 0.30 LIDA R16.3 ILIDA R16.3 LIDA 105 12 0.023 0.0250 0 0.00 0.30 3.43 0.78 0.114 5.13 0.59 0.18 0.12 LIDA R16.4 I 3of4 I ILongitudinal Roadway Roadway Cross Q=CiA Efficiency Capture Bypass I Street Name CB Type Basin Inlet Station Spacing(ft) Slope (5k) Slope (SX) Basin Area (sf) (cfs) Qtot (cfs) T(ft) Eo Se LT ft for Inlets, E Qcap(cfs) (cfs) Bypass Outlet LIDA R16.4 LIDA 183 78 0.023 0.0250 0 0.00 0.14 2.57 See Express Tools Sag Depth Calculation Sag LIDA R15.1 LIDA R15 213 30 0.027 0.0250 10,813 0.67 0.67 4.49 0.66 0.100 8.15 0.40 0.27 0.40 LIDA R15.2 ILIDA R15.2 LIDA 254 41 0.027 0.0250 0 0.00 0.40 3.71 0.75 0.110 6.23 0.50 0.20 0.20 LIDA R15.3 LIDA R15.3 LIDA 284 30 0.027 0.0250 0 0.00 0.20 2.86 0.86 0.123 _ 4.34 0.67 0.13 0.07 LIDA R15.4 LIDA R15.4 LIDA 335 51 0.027 0.0250 0 0.00 0.08 1.98 See Express Tools Sag Depth Calculation Sag ILIDA R13.1 LIDA R13 495 160 0.040 0.0250 10,833 0.67 0.67 4.18 0.70 0.104 8.97 0.36 0.24 0.43 LIDA R13.2 LIDA R13.2 LIDA 503 8 0.029 0.0250 0 0.00 0.43 3.74 0.75 0.110 6.52 0.48 0.21 0.22 LIDA R13.3 ILIDA R13.3 LIDA 511 8 0.029 0.0250 0 0.00 0.22 2.92 0.85 0.122 4.64 l 0.64 0.14 0.08 LIDA R10.1 I I I I I I I I I I I I I 4of4 Otak Otak, Inc 808 SW Third Avenue,Ste. 00 F— Portland,OR 9 r" ( ,, (n 503.287.682' 1� www.otak.co W CC ONCRETE PATH CC CC UNZIKER BASINLLI VEGETATED FILTER STRIP cn z SW 76TH AVE STAMP DISCHARGE To - `` J W OW CONTROL / )*/(//, ~ MANHOLE , � , ' / r,, �' , TORMWATER CONNECTION — L \ `T'�� `?. -" ^� '�`% C CONSULTANT r } J W CHERRY DR -,,,-4-4, ,7 ,,, NORTH ti � ; BASINENTIAL -RAIN GARDEN SITE BOUNDARY DETENTION NORTH � r -_ Z" RESIDENTIAL y r,, �� ���� SOUTH RESIDENTIAL BASIN �l �"' i7,tit,,,,,,,/,,,,/i,::: y' / �.�.i!fK11 fAST WALL \ \ 0.a . -wmd. / \\:YPASS OFFSITE FLOWS �e / 1 11 �� I" 1 s y � � ' WALL BA SIN ,. "--,•*..,.. .,__- ___,_Th-..1,,,:::7_,,,,t;7; ��� � EST SLOPE v _ R X UTU E , o \ !� y EMPLOYMENT J i= � BASIN f S Po o yr r, `- -,, ./ -,. # "--,',..., •.L,i': A 4 4,4/ ''''k, I."' /4 4,,,,44- F'-''' J \ �, "' � \tea �..\ \\ .w ,( .ay ; '�__> .+ U �= UTURE Q C S�, RAIN GARDE f v 11i���,. v � ,` ' DETENTION c _��� �` v\ • •``" EMPLOYMENT W Q wr• S� v v DETENTION SOUT ' '-'.---- - < \ \\\ ' RESIDENTIAL �� P DETENTION W o �� � �/ FLOW CONTROL _ ' � ' POND WALL O�0 MANHOLE TITLE "T �, > I f' � # DATE DESCRIPTION 'p� \\ DISCHARGE TO F� y\�F� 12" STORM LINE i. . y vv ` LEGEND q' \ \� � ,/'''' REVISIONS Treatment LIRA (Flow-Through Planter typical) _- v Underground Detention s � Ss. - \ DRAWN BY CHECKED BY r Nd PT Proposed Private Storm Pipe 1S S Proposed Public Storm Pipe OS STATUS Q \ Flow Direction 4 . P. DATE - PROJECT NUMBER a too' 0' 100' 200' SCALE IN FEET Figure 1 02018 OTAK,INC. . tt la®tlrawing o nM 22'•39',p ttm been y reduce0/enlarged.Scale ax...siN ' Operations & Maintenance Plan ' Maintenance Log ' Detention Vault System The Fields Apartments ' Date Name of Inspector Maintenance Performed/ Notes Depth of Sediment Accumulated Trash? Condition of Structures 1 The Fields Apartments O & M Plan 1 I Operations & Maintenance Plan Maintenance Log ' LIDA Planters, Rain Garden, Vegetated Filter Strip The Fields Apartments Rodents or Harmful Name of Maintenance Performed/ Depth of Insects Condition of Inlet/Outlet Vegetation Maintenance Topsoil and Rock Maintenance Date Inspector/Contractor Notes Sediment/Trash Present? Structures Performed Performed I I I I I I I I I I The Fields Apartments O & M Plan 1 I IOperations & Maintenance Plan I Maintenance Log Flow Control Manhole The Fields Apartments Date Name of Inspector Maintenance Performed/ Notes Depth of Sediment Accumulated Trash? Condition of Structures (Orifice/Weir) I I I I I I I I I I I The Fields Apartments O &M Plan 1 I i • IOtak I FIELDS APARTMENTS .,_„ Otak, inc4 am SW Third Avenue,Ste.300 Portiere},OR 97204 501 267.6826 www.otelLcoM ...ATI PROAZej, I IMPROVEMENT PLANS ...,,,,,..„. . PRELIMINARY \ 17/.., I TIGARD, OREGON , _ „...., .... LII 1 EI4J. CL t.--- ct O.CIIIVC' ...TEXPIRRES:1231/2019 1 STAMP ce 2:1' Ln r(X = I7-- 'D X.E014 REV ,/IEW APPROVAL R.-FOR REE ERE NCL ONLY (NOT PART OF PERMIT: 0 -1L-_.- 2TJ PROPERTIES I -- I‹.'L4) Ch < (71 Eh W EL NOT SE INCLUDED VIM AS-BUIL1S) I L" 1.4.2 Lo 0 I 1:':1 e•J n-NOT INC,UDED c.) ..... ;_... N. cn > '64zro„ 4/ 1./ --------- _ ,:,_,,f, 11111 n ce LqLLE„9L-, 9,', SHEET INDEX GENE n (30 ce °- a_ o_ CONSuLTANT 44., ri„Nay irr iltilla Ihik , 1 X RiRi MO"-COVER SHEET X X X MI CITY OF TIGARD GENER,M NOTES STORM 8 SANITARY UTIUTY DETAILS C5.10 STORM AND SEWER DETAILS I , 4‘4 4* iik" Ili:ars allimill1H Fit #.4-s/el( 't ,-..- - • - X----R-tR -XX- Chit STORM STRUCTURE DUALS rX1R131 C.3.12 STORNI WATER DETAILS * 411,1111, WI VIII' - I Ai El .111041 \11„. iiir i , B., , 1 im• 11111 x xx , xx x x , x ., CC:..41 07ERALLtNG SIM:MA.7KM ct,2 pReeeNAR-4 FIRE ACCESS RAN F-x R X L,XX,IrRR ,tillaiX CS.C41134 $874:4ARM WWAA:LtKITTAILSTA" C5,I5 STORNI WATER LIDA DETAILS • *it* ,, ilitak..„, itilti, i ilvaimus MR N. a a 4 4* 1111 1111111111111 I I I 1 X X t X CI 3 OvERAIL GRAMS PLAN [X 1 1,2 WATER UTILITY OVALS 1 MCC 'WATER UTILITY DETAILS 0 1 a BilliPill11' ill 14 1111411\4* , 49 . : 4, .,*:4111111:1114 IIIIIIIII" is swvAR151111111srREET111 11111 X X 1 R CIS PREMINARY RAT GRADING PLAN PUBLIC IMPROVEMENTS(LANDSWE) aims LSI.0 SW RUMMER&76TH AYE LANDSCAPE RAN x , LSI.1 WALL STREET LANDSCAPE RAN I .111! .40111111611 IM IM Man I X . 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