No preview available
HomeMy WebLinkAboutSWP271910I' J' COMPUTATION SHEET l „. JOB NO. DATE SHEET OF '&IESMrm�. JOB NAME �Dj�/��/�/ C -- A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �/ CHK. BY ' CONSULTING FIRM 941 Powell Ave. SW Suite 100 Renton Washington, 98055 `•�-�/ /J /GS u (zoe) 2)za-5eza �., CONTENTS STORM WATen UTILI`hY- - -� IIV'ED_ --- - - - -- _ -- JAN2'7 i988 - I COMPUTATION SHEET JOB NO. Z 99 -021- & ,3 DATE _- f-19-f 7 SHEET ESM inn. JOB NAME W/���SO✓ f �GC A CIVIL ENGINEERING, LAND SURVEY, ANp PROTECT MANAGEMENT COMP. BY __��� CHK. BY CONSULTING FIRM 941 Powell Ave. SW. Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS OF r. ._ _a / a 79 Z? -- t',Z> O.S� f T - - - r7 _ P� /3. - D�? C�Yicrc r /f — 7 = s -I- - z s = s. .� ,.- . .�o % / 71- z ¢a ��, f 2. z7, ¢3Use- ✓OE NO. yy DATE -- /-D-F CURVE - /✓ 1E. 57. RETURN YEAR J BY `=G SHEF T OF ESM inc. •$I Sa.yl...e.I 10� S..e, Sint 106 �M�On W�N+.po-.. 1E057 COST 3] B. SUS ME Locclion of e p Tributnr (71 Point of ccncenlrclion Time of/P Concentrofion amfcl inlens- ify !� Q=C/A /nv. e% aJ pt. of con /nv. el. 01 nezl pf Lenglh of pipe 6r°de % Ve% Dicineier Q � Full ec areas Haled r m ir'ic Accc:m. Tctc/ Theo. Comi Area No. Acres „ „ Runof fcclor Acres „ /OO:o AC. to>o/ of pre v. pt�/asJ mpipe from pi. lcJo/ o1 p1. of cone From T o n- _ , o /d Dia �.aF 157 .9.D3 � ��¢= �f3 � � �� l�: z.9/o I C� - -• -_ o. z ,y �./3 D,z� '.2y �,.¢ /.�o "S <9qs -.:¢; �,, 9 Z 3.49 1,453 ,i. c�¢ _i D.P�3%Z- 3Jl �/: ��' /Z o.=� I I I ! I f f I ��AACOMPUTATION SHEET JOB NO. li //��l DATE SHEET OF ESM inn. JOB NAME�%�L A CIVI�ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY (,/• 4W �i CHK. BY CONS TiNG FIRM 941 Pe ell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228.5628 CONTENTS CITY n OF RE TO E AtIG 1987 BUILDING / ZONING DEIST. COMPUTATION SHEET JOB NO. 2�'O0 -W&DATE l�7 SHEET OF ESM inc. JOB NAME 'A CIVII ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSI:TING FIRM / n 941 Powell Ave. SW, Suite 100 Renton Washington, 90055 Y}7]Vm / •D/� (206) 225-5629 CONTENTS - Sl 3 A-1)"'It Ze, -)7' �7/- b'4110 [�r5xr-T CYrx r-'r- + Ab Cb Are u oYl�r-jtaj�ijq_-12�_pi" 17 I GX Is} ' _Q�_ C A ,�l�0 .� I vD s -col Q,1Z goo, Im - D, 09 azr-e! - . o G -o 00 _ Am 41 Gw COMPUTATION SHEET JOB NO. 2 ,2-02 YU JDATE C Z lA SHEET 2 OF ESM inc- JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY Pf 0 CHK. BY CONSULTING FIRM / / 941 Powell Ave. SW, Suite 100 Renton Washington, 9OD55 �7TJr� /� / j� RW 628 CONTENTS ,!/ G !!!C� _�_ •�{�. /�h-- -e�-- ---�SSar �ih�--. �vt�---_ D. - ----- -- -- -- -- --. -- - -5•97 - --- -- - _ L pel T, _ pasfii►or, ,¢ 3/S rG 10, 0 h. 1 vh;n- l,00 in4 h� e 16�vid.6-4- ?iviO.Zo rw�'4v 1-eS rends 0. l 0.$n COMPUTATION SHEET JOB NO. ////%y` v'�' DAT�y • A' �17SHEET OF ESM inn JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �� O�' ✓ CHK. BY CONSULTING FIRM Powell941 62 8e. SW, Suite 100 Renton Washington, 98055 CONTENTS -S r/22 -----��v,� � 5• �7 dcved o. i8 l.Gb i h fir -- D•8/Q�cc�(D.Z6) /,ODih !�- --- -4) = l,07-- O -0 --_-0 Be- -- - -- -- - -- - J 01Jrt�c - - Ar. A Cr _ - r _ rrQ _pJrl klm(v i re - 2� , I C 10.7) C i . 61) 1 C21 to 4- (r,-& b r-( 3 COMPUTATION SHEET ESM inc. 0 JOB NO. Z// "02 7 ""- DATE /V ' V / SHEET _ OF JOB NAME 01 061SOr- P1144ll% A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 90055 (206) 228-5628 COMP. BY k/f '14L, CHK. BY CONTENTS - a*r n _ _ &/i/ll� -108 ,ZZ-sK- --p� I� - - �•�¢ - - - -- --D- 4 04 0a M?Z-xj,)r - ! 0- /l b.� - - r 0.71 � - 0�fZ -- -- +- �• ' -0 73 D. io 53 01011 - - , 70 7, Y j • 0 oe - - - - - f . 0 4-e)AM. 7� 05 o t o L. o .43v 0.0 0.4-1 0.05 - = 0-/0 — 0.18 0.51 __D.ls -J,k _ 0.12 o.oz _ D-1 0,43 0.&7, 0.15 0,59 c COMPUTATION SHEET JOB NO. � - 0Z" 63 DATE - 19 SHEET -5 OF ESM0 / inn JOB NAME �0 D`/" l-Le A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY 14 CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 99055 ��ln / / v /%�/s (206) 228-5628 CONTENTS . 01 `- - --- ' - D- D3 ' - 6,07 - - - n. l0 0.41 /-7 -- --- _-_�.z7 - - D.zl -D• 04 0.152 0.510 a• 2 1`►M15 cr Co ' ��1 �-ra�l - - ►� ��t� ns r h � � _ k� -Ti M5. _ IDS 1Qw�j - � ? Z140 - ld - It 1,4 vv t�D A - '� -cw -- Z,-7o2- ins. hs. ns. COMPUTATION SHEET JOB NO. Z5 "j��/�/ DATE k • /� / SHEET & OF •ESM inn �/` JOB NAME 17br .�/14FCe� ACIVILENGINE ERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM / 941 Powell Ave. SW, Suite 100 Renton Washington, 90055 (206) 226-5628 CONTENTS --_!,e ----1G_- -- --. awn _� _. _ . _120_ _ Z,�io-- --l►�o- ns. 5. s. S, bi- (pA _ E�reCarers). 11,0 Me __ 0.$1 I •? D. lO -- -� 12. 3 mOwrl )•�I I 1Qv _ 012 o 6 _ S/orm Sew r D6SJ�Za C0'MQUj QtionS DATE T5, Zz / BY 1:—, /-D-F CURVE Irert," RETURN YEAR -SHET OF ESM ina ,II se.n� 10. U— S— 10, [«.ew waw.pa.., "Ms cow 2245424 IS Location of pipe Tributor• t7l point of concentration Time of Concentralion oinfal inlens- ity 1r O= C/A Inv.e/ a> pl. ofcon lnv. e/ at nextpl. Length of pipe Erode Ve% Diameler Q � Farr r m s ecific areas noted Accum. Totclsl Theo. Comil Area No. ,acres „ „ unof factor Acres /00% AC. total of pre i,o m pipe from lost pl. total of pt. of conc From T o n= o /d Dice 0,14- 0,217 0,14 - SA �f 5 i I�� I�� D� l �� '-° ,'-{ I Z�cc IZ,b�, i�� 1-4 z,131 G8 IDP Gerl-- /04 o, 0,"21 Nco 0.5 11,1 bo (2.�n . 3 0.7 I°= I 610 1,�o Z.5 �� Iz Z,ZI 10 D I �' p i ., 5�� 0 II 0.80 0•�� 12,10 �,o- 3.14� .3� O.i�C d01°bl��{ 11� 10.°�o Z,2°� {qg% I2� I,O� 0 ,-7 j 13l 4- D, '94 14,C, `c 1.'73 02 ` 00— ;77 ='5 11 zD -24 0,414 071 I G �4 �P� .f5 I.So D 4'-�{ 9A { GP I lo��l ?�S 1 1� b.1�1 c 14.E i I. 1.o a5 =1 14,9 { l,ao 1,95 i CP' 9 { 60 #7 ' �'� o.lo Z.��j I1,�1� {I:{,bo I d.°13 6 5?�I �,2g Z,1Z 3� °�{ g9 0.�,0 { 3,8z ( 5-' I /Z' z.73 ✓OB NO. S/OrI77 SeWer Desi a .OaZ.O1Ytotions 2�y �OZ- �w� DATE All,, l f- /�7yl BY 4211G I-D-F CURVE S�a>`F�C f �h>�h RETURN YEAR /6 ..SHE e�, OF ESM ina .1, S.- Cm. 114 x22 IM Location of pipe Tributary e7l Point of concealrction Time of Concenlralion ainfa! inlens- ily it l� O=CIA /nv.e% at pt of con limel. at neztpt LengthGrode of pipe vel. Dicmeler Q Fu1I llrorI7 s ecific areas 17oledl Qccc,, . TotClj Theo. Comi Area t/o, Acres unoft factor " ^ a " Acres � � � /OO:o AC. � to/a/ Cl prey, p inpipe from /as1 pl. Iota/ at t. p of conc From T o n= 0, 07, o /d Did G 7G { 8 B r o�°{ 0,7A O,riS D,'� etc , �� � /3, J.40 055 404 °' 75 yr o,o G&'70 G8#7A- r o�� 6.2 0.8� D �0 13.1 D-4C �i3.5( l �� �,8� 403'° 401�° IZD ?,c>o GP-2 7A. GS `7 -/A 1 L,4-6 r 1,33 0°>°' D,cO(l I4.22 11,35 , 4- 4013—' °—I 13lb { 5¢ Z 3,16 1,C2I 0,54 QCci�� °� Z� ��S 7,/7 /Sz �-- I {l1 0-;12 41 33 {I ,0312•1S ()�,�g I,►� 3�/ ��� �{13� {0,�0 {3.55 73Z 115'� ¢.9S 1,Ao. , a 0 0,58 See -o r �D3 '-' �' 7 3?? { )Z I C25 JOB NO. 2 -OZ- 03 SforP7 Sewer Desiara CorrmnlztGl ons DATE / ', / !�;l CY /-D-F CURVE S�!i �� RETURN YEAR . �D SHE-T 9 OF ESM inc. -11 • - � .0. H.... r..e loa �e.+w W.N.wpy., 1E033 aO SSMS%76 C Localioa of i e pP Tributcr n point of coacenlrction Time of Concentration oinfa/ intens- i1 Y �/ /� O=C/A /nv.e% of pl. of con /nv.e% a! neztpt LenglhGrade of pipe Ve% Dicmeler Q Full F e r m iric areas noted Acc•:.m. c1o/ Theo. Comr, From To Area No. ,acres " Runof faclor. * �� '� Acres 2 e 100% AC. Polo/ of prevp rnpipe from /ost pl. totes/ o1 1. p of cons n= D /d DicY /Z,3 �, ¢ D. I 40251 �'Gn (�� ?,� Z,o G8 � � I � �5 ° ° k� 0.25 I • �5 0.°;4 1Z,� o.S6 i 1z.�6 I , ¢2 I �3 7� '�' Z5°� I �Z ,� � 15l 5 Iz''� Z-53 I / � I Cg s �s° „ ���� o-o� I lv,c?.I 36 I-7•VP 0,60 /S.lcb ma's 0.r0 �� �o Y III ,g Ir.�Y I I I I ca�c. I fUJ75 �' l76 0•� °Z l l 3 /�� a Cl i I I I COW Jo 5,4733= l7s 1E e, _ �.� / Z 10, 1 o`� 0 19.r"Z 9.-r-19 Z0,11 J,o9 I I I I I I Co/IC ` 1 I Pond r3 • 9'f ,o. I I o. I 20. Z 3 g0 1�0 ��7 I ccrC. I I I I I I i 1 Storm Seiner De5rW C0MQUtGL017S JOB No. -,( 0.3 DATE � / BY t-D-F CURVE .S #le Ir,, lyn RETURN YEAR -SHEFT OF ESM ina Lul .SI Sew�..e., t0� S•� Sri i0L �w+aw w,J..pe,t MOSS Ql1u 7I43�7� Location of i e AP TribUlor a Poinl of concentration Time of Concentration amfa/ intens- it Y �/ !r O=C/A /nv.el. at pt. of con limel. at nextpt Length of pipe Grade. % Ve% Diamefar Q FLJ r m 'Foe areas noted AccLm. ota/ Theo. Come From T o Area No. Acres " " Unof fcclor " " "' Acres z /00% AC. ^ total of Prev,0 inplpe from /ast pt. Iola/ at t. P of conc n= 0.024- o /d Dia G� # I �l¢ D ►Z O-Z3 0.IZ 9ekz b� I� 9IZ�l5 I 1 �8 k �° o,Z1 0,�� 0 loll 0.11 11141 1,�o 0,0 w1 �� 51ob � Zu g 11Z I I i IZA I ��� IZ �A ' 0,14 0.7� (015 I I,¢I 0.Il,l� 11 o.�� io,r-10 O,C�L see �, �� � I I,z, I1C21 1r, ¢� ��I '- lob I Z,DO I Z65 Z7Z 1 I 7,73 �-7 it ,ro� I I �� I b.d� � '7175 ►z'� ,� 65 D• >� � Z G8� / — 1 �?� (�,�lo IZ,D'� 1,12 13•I� I I � � I �ZD �2 � �%C �S D,Ga'' I I ,�Cj I�-% I?�'� L5,5 i i I I I I o 1.1 o. �(I i COMPUTATION SHEET JOB NO. // /0'00 O6,,DATE 15P 121V SHEET // OF ESM inn JOB NAME !� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM (20 Powell Ave. SW, Suite 100 Renton Washington, 98055 CONTENTS ------------ 01 •, 2 lh�11�W 2 Ur. + �G �oV►�l �i' f � ' �� Vh � VAS - Opy i iC � �s IA Cinch SZ �,� i bI 2�7 a, o� - vsYS u 0,U7 5 WINDSOR PLACE BASIN ANALYSIS (25 YR) B-04-87 Page BASIN DATA BASIN NUMBER: 2 BASIN DES CRIPTORs :ASIN OFF SITE INITIAL TIME CONC: 10.00 min BASIN AREA: 237.LO acres SCS CURVE NUMBER: 78.000 WATERCOURSE LENGTH TYFE ELOPE VE.GCITY 00 (Ft/s) E. Jos 1 05C. 00 n 14 7), 1.25 ;IV wowoFl 4a .90 0f I r i 2 Cl 3 14 C E FJ. A f I 3A, 2:.'. 3 0 lT, in ICY DROGRAPH DATA HYDROGRAPH FILE, UNUSED FI"E RECORDS: 20-25 -------- --------------- --- -- -------------- ---------------- ---- - ------ - ----- -- HYDROGRAPH GCRIPTOR: OFF SITE HYDRO (25 VR'., 15 MAN FLOW: li.84 cQ ''OLUME; 2Z7356.CZ ft3 "T"! i -1 E F-L.C.; TIME FQQ. T 1 t kni n'. lcys'. Q 1 Ufa' 0.0(-) 0.00 120. 00, 0.00 24C. D;--; 3-ji 32. 00 0.00 00.0o 0.00 270.01-.. 3. X-;- 60. 00 0.00 13C.00 0.00 300.0-1-1 8"l'- 90.0i", 0.00 210.0) 1.2G 330.30 11. 4c," # ,Yr # .z'?k # # # •� .� .T •�- K ?': •:Y •� .� :§• is k � :z. yi• .� �r :�i :+:• :4 ♦i-' #- >r :1• ?t :•;.'� :<: '� :t• 'st +( +t� >� .� :4 k T ti:- #• .# .;� .{• .#• �•.k ':: _�. i'r # # :#• = �• :�- :i• ii• i!r # .� :E R• •�• # -R' # #• -x' 7+ •:== •=: W I NDSOR PLACE BASIN ANALYSIS (25 YR ) 8-04-97 Faqa #•ziE•#;��••�•�•.�.#'###:r:<##.�#�i•':#�:�.��.�#�;F.}:�#a:-*�###ik###ib#•x:�-s#�#.�.#•iFiE�±{•ii•:b:f••?i•###•i4.;�###•�#�•3Fz?F•—•#•#-re�} TIME FLOW (min) (cfs) 360.00 13.61 390.00 14.65 420.00 14.84 4•Ji y 1. 00 14. "h �— 400.00 i 12.80 TIME FLOW TIME FLOW (rein! (cfs) (min) (cfa) 510.00 10.62 660.00 1.47 540.00 8..34 690.00, .66 0 60d. C[J 4.01 750.00 0" 00 630. GO 2.57 780 - 00 0. QC- COMPUTATION SHEET JOB NO. -07a " DATE SHEET ]-&-- OF ESMI ina JOB NAME \ �� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (208) 228-5628 CONTENTS 0 �hll ;m Q f;I v ? bab Sao a, lZ,COO Idaa V\ �ACOMPUTATION SHEET JOB NO. DATE SHEET — of -ESM inn MJOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROIECT MANAGEMENT COMP. BY 2. CHK. BY CONSULTING FIRM T 941 Powell Ave. SW, Suite 100 Renton Washington, 9W5S / S (�I 226-Se2e CONTENTS C� COMPUTATION SHEET JOB NO. -67 (o I DATE SHEET L_ OF ESM inn JOB NAME I& Or e. A CIVIL ENGINEERING, LAND SURVEY, AND PROTECT MANAGEMENT COMP. BY D CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 9OD55 (206) 22e-5628 CONTENTS --- -- -- - -- ------ ------------------------------- -- --- - ' — - -- 7-777-7 L , __ fe hy,` hoc-7s) z+4 Prm V,, e2Z _ ��/$� Z _ - I WINDSOR PLACE 100 YR. ANALYSIS (ON SITE) t� 8-21-87 Page ******************************************************************************** ================================================================================ BASIN DATA ================================================================================ BASIN FILE, UNUSED FILE'RECORDS: 7-20 BASIN NUMBER: 6 BASIN DESCRIPTOR: DEVE. SITE INITIAL TINE CONC., 18.00 min BASIN AREA: 10.30 acres SCS CURVE NUMBER: 92.000 --- WATERCOURSE LENGTH TYPE SLOPE (ft) (---) (%) TIME CONCEN7RATION: 19.00 min VELOCITY Kt/s) POND NUMBER: 1 POND DE3CRIPTOR4 DETENTION FOND --------------- POND STORAGE --------------- POW3 ShAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: 46226.88 ft3 elev/storage as inpLt) CQRRESPOND:NG ELEV: 377.46 ft POND BOTTOM ELEV: 384.82 ft --------------- POND DISCHARGE --------------- TYPE HEIGHT DIMEN 1 C3EFF 1 COEFF 2 DIHEN 2 1 384.82 ft 2.13 in .620 l 387.48 ft 2.38 in .620 1 389.64 ft 2.75 in .62C 1 390.73 ft 24.00 in .62J � INITIAL WATER ELEVATION: 384.82 ft EVAPO-TRANIPIRATlON LOSSES. .0.00 cis --------------- POND RCUTING DA7A --------------- ELAPSED TOTAL 70TAL DOWNSTREAM WATER STORAGE TIME INFLO4 OUTFLOW OUTFLOW ELEVATION VOLUME (min'; (cfs) (cfs) (cis) (40 (ft3, 60 .03 0.00 0.00 3G4.82 5.55 WINDSOR PLACE 100 YR. ANALYSIS (ON SITE) 8-21-87 Page 90 .58 .06 .06 385.23 469.74 120 1.06 .15 '15 386.39 1781'42 150 1.96 .21 .21 387.51 4217.11 180 7.14 .53 .53 389'74 11916.26 210 3.89 4.05 4.05 390.85 15892.69 240 2.95 3.00 3.00 390.8i 15714.66 270 2.26 2.30 . 2.30 390'79 15596.48 300 2.07 2.09 2.09 390.78 15560.07 330 1.86 1.88 1.88 390.77 15524.86 360 1.80 I.M. 1.81 39C.77 15513.62 390 0.00 .77 .77 390.60 14396.25 420 0.00 .69 .69 350.22 13581.06 450 0.00 .5(7, .59 389.88 12413.66 4B0 0.00 .49 .49 389.60 11451.96 51 0.0} .47 .47 389.35 10586.4� 540 0.00 .45 .45 383.11 9758'53 57%:� 0.01) .43 .43 368.68 8967.47 60� 0.00 .41 .41 3B8.61 8214.79 630 0.00 .39 .39 388.46 7500.10 660 0.0C .36 .36 388.26 6827.42 690 0.00 .34 .34 388.00 6197.22 720 0,00 .31 .31 3G7.91 561C.30 750 0.00 .27 .27 387.76 5067.76 780 0.00 .24 .24 Z87.63 4633.46 810 0.00 .21 .21 387.5- 4233.4-:) 840 0.00 .20 .2C 387.41 3872.54 870 0.00 .17 .19 387.3u 3521.26 900 0.30 .19 .19 387.20 3170.03 930 0.00 .18 .18 337.11 2846.26 960 0.00 .12 .18 387.0L 2524.61 990 0.00 .17 .17 386.77 2212.80 102C 0.00 .16 .16 386.51 1915.61 1030 0.00 .15 .15 386.26 1633.2'? 108� 0.00 .14 .14 386.04 1334.41 1110 0.00 .12 .12 385.04 115Z.40 1140 0.00 .11 .11 385.65 942,G2 117C C.00 .10 .10 385.4E 753.52 ^1200 0.00 .06 .08 365.14 581.70 1230 0.c0 .06 .06 385.23 461.45 1260 0.00. .03 .05 385.14 360.97 1290 C.00 .04 .04 385.07 282.36 132C 0'00 .03 .03 385.01 220.88 135) 0.00 .02 .02 381.97 172.78 1320 0.00 .02 .02 384.94 135^16 1410 0.0C .01 .01 324M 105.73 1440 0.00 .O1 .01 3G4'89 82.7U 1470 0.00 .01 .01 384.B8 64.69 150C 0.00 .01 .0,1 364.86 50.61 1530 0.00 .01 .01 384.85 39.59 ----------------- y ,Aft Ask MEE t CUP ZEN 005 Em 3 ZOE 24 j. -z.;L CEN!Vi3U 243 TL'fST9T 170A Bouvois xvw It 76"062 ;A373 531UM XVW ofm 09's 007AWO AISNU xvw sfo C9,2 womino win xmi S+D vilz 1MO72N! WWI XVW Sz" ZSM2 0010 0010 00''-) OTOZ to, zs"W2 00"0 00"c'' 00"0 C86T LWT Z8082 00"0 00"0 Colo 096T 294 z9"t8z Colo COW, 00 K) CZ61 30"' zs"tB2 00"0 0010 00"0 O&ST Tv-z ZS"tB2 0010 Colo 00*0 098T. cy"2 zsltez Colo 0010 co"O 0261 52 0 zs"M2 00"0 00 10 0010 OOST ss"s zs*tsz 00"D 00'o 0010 WELT W"L 28,182 00) 00,C) 00 "0 OtLT LO'6 28082 00*0 00*0 0010 OT!T 69'T.T 28-tO2 CIO"O 0010 0010 099T z9VT 28"982 00'0 0010 0010 OS?T 96'DT -L-8"t,82 OO*o 0010 00,0 CZ91 ZZ'VZ WW2 00,0 00,0 00*0 OIST L � , 02 SE3'-1762 00*0 004) 00,C) 092T Ad is-TZ-8 (311S NO) SISAMNU MA OOT 33V!d NOSUNIM COMPUTATION SHEET ESM inc. JOB NO. Z 99 -0Z- f.63 DATE &-f 9 f % SHEET OF JOB NAME U��hu 50 ✓ "-- A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY S�3 CHK. BY CONSULTING FIRM / 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 2211-5628 CONTENTS i �- -i —JiY�/tJYoG<f_ G•9-e--z3'- -----------T-�- - -- Z¢� 7 Crc._qu - Z.ac Storm Separ Des'=' COMQII tat ons ✓OB NO. 299 - DATE A3- i 9 - � N ��. BY t-D-F CURVE ' �->'� �E�� it RETURN YEAR /) SHE_=T OF ESM inc. ®, .51 s- 10. $1— S-, 1a A— WMwypn. IW35 Vt II&MIS Location of pipe pP Tributary o Point of concenlrotion Time of Concentro>ion amfal intens- it yt tr 0= CM /nv.e% at pt. of con /nv.e% at nextpl. Length of pipe Grade % Vel. Diameter Q FuJI r m s ecific areas noted Acczm. oto/ Theo. Comp From To Area No. Acres unof fcclor ^ �� Acres �, „ l00`0 AC. lota/ at prevp in pipe from /astpt. total ct pl. ofconc n- O,�z4 o/d Dia _- �i 0g D.oS u _ y�/ 6.¢2 /97 ° 7945 3¢3 z.9v Girt 2-3 Q.zB �.zZ ;.¢ 3. �0 /�•�3 /,100 0.35 �9�5 ?=4� ?�o z7 z �� z � /7 3 c9 �B Zz c�jtZ/ —T J G.ZI J.51 0.43 i0.0 i.-7 79 j.¢8 d.G¢ � 4� ?3Z5 I 1./C� z.33 ;c� /Z" Z,o� I��.� Oo-/.L � 9 � /,0 s 38/� /J.77 I I 1 1' l l 1 1 1 I 1 1 1 1 1I f I CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering January 15, 1990 Mr. Hong S. Tan Primark Corp. 102 - 1200 S. 192nd Street Seattle, WA 98148 Dear Mr. Tan: In response to your request for reimbursement for storm drainage improvements of the Windsor Place Apartments, we will need more information before we can proceed further with your request. We will need to know 1) where the improvements are being made (the engineer will likely need to show the areas improved on the revised drainage plan, which has not yet been received), and 2) what areas will be benefiting from the additional storm drainage (to be shown by the engineer). We will also need to know the amount of reimbursement that is being proposed before a determination can be made. The information that has been submitted so far will be kept on file for future reference.. If you have any questions about this, you may contact me or John Hobson at 235-2631. Very truly yours, Kim D. Scattarella, Senior Engineering Specialist Storm Water Utility Engineering PRIMARK/KDS:If cc: Dave Tibbot, Acting Customer Services Manager 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 Facsimile (206) 235-2513 PLAN REVIEW ROUTING SLIP DATE: APPLICANT: LJ U O 4n 2 p L PA 2^T JOB ADDRESS: `i S S 182E M EBj_ i� i1 j1 Ji--- &Uj Il L k' 1?- NATURE OF WORK: A) &LJ C-A /U S TO: Comments Due Comments Due I I ENGINEERING DIVISION 9- I_ FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE nEVIEW I I UTILITIES ENG. DIVISION I ( ZONING b PARKING �I OTHERS S�U� l %,� I I ENERGY CODE Comments or suggestions regarding this application should be prnvi.ded in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION_ .J I I APPROVED I I APPROVED WITH CONDITIONS '� NOT APPROVED S Ste. n zt9< o -"ko 2.6 nCr( . ®Sro�f� Sc,���� ��,, �is✓ �i/Q��f7S' Ok /00 .31 5,fS VS ture of :or or Authors; REVIEWING DEPARTMENT/DIVISION d Representative I I APPROVED I I APPROVED WITH CONDITIONS TE I ( NOT APPROVED Signature of Director or Authorized Representative DATE #/83 �- Ij .. it \ 79---------- u 7.2 Ij II II CA IV S i , _ CIiY•- I L6 n 2 �. 0 ii j i� CS) Hip _ c �- _-- fi i; i li II l l I i 1� v^el-r) 111-4A,,- J-u li — CIO mil , _ 9 1 r e ,jr WINDOR PLACE DETENTION POND H= ELEVATION QT=TOTAL FLOW OUT OF POND DIA. " = 2 2.25 2.5 27 AREAS= 0.021816 0.027611 0.034088 3.976078 H Q1 Q2 Q3 Q4 QT�'r� --------------------------------------------------------------- 383.3 0 0 D 383.5 0.048544 0.048544 , o a 9,1-12 384 0.090817 0.090817 0 3 3 /77 -7 384.5 0.118908 0.118908 385 0.141529 0.141529 , o? CO.S7gS- 385.5 0.161002 0.161002 /�y27z�j 385.78 0.170941 0 0.170941 386.5 0.194176 0.116571 0.310748/s/�6�� 387 0.208796 0.151742 0.360538 36 387.5 0.222457 0.180173 0.402630 1990er�l 388 0.235326 0.204693 0.440019 2 z z -n�y SK 388.26 0.241747 0.216348 0 0.458095 �3 sa g 77 389 0.259154 0.246521 0.145900 0.651577 Z?0/6/S- 389.5 0.270282 0.264971 0.188865 0.724119 -1938-S29' 390 0.280969 0.282217 0.223726 0.786912 /-7 s5-9-.3 390.5 0.291264 0.298468 0.253843 0.843576 3 -//2 S<S7 390.73 0.295880 0.305653 0.266557 0 0.868091 .35-21S29' 391.53 0.311402 0.329428 0.306701 17.69434 18.64187 ,4-/36/e — L — r. 29 N 8 7 g 8 1 1 I I f ! I I I' I i � 1 j j � I I i 1 1 ! I I I � ' I 1 If VIVIVIy i i � ' � I I 1 f ! I 0 i j I { i � I I I I I i I f � I I I i I ' 1 � I I 1 1 I 1 � � 1 i I I I I Iz3 Si 9 s 9t R TR-SS TABULAR DISCHARGE METHOD VERSION 1.11 Project : windsor exixting User: cep Date: 12-14-87 County : king State: wa Checked: Date: Subtitle: existing basin map Total watershed area: 0.614 sq mi Rainfall type: IA Frequency: 5 years -------------------------- Subareas ------------------- I Area(sq mi.) 0.61 Rainfall(in) 2.3 Curve number 78 Runoff(in) 0.66 Tc (hrs) 0.29 (Used) 0.30 TimeToOutlet 0.00 Ia/P 0.25 Time Total ------------- Subarea Contribution to Total Flow (cfs)------------ (hr) Flow I 7.0 3 3 7.3 3 3 7.6 4 4 7.9 14 14 8.0 22 22 8.1 28 28 8.2 35 8.3 37P 35 37P / 8.4 34 34 / 8.5 31 31 I 8.6 28 28 2 8.7 2S 2S 3 8.8 24 24 3 9.0 23 23 4 9.2 22 22 u 9.4 20 20 �1 9.6 19 19 5 9.8 18 18 1 10.0 18 18 10.3 17 17 10.6 17 17 11.0 17 17 11.5 17 17 12.0 15 15 12.5 15 15 13.0 15 15 13.5 15 15 14.0 15 15 15.0 15 15 16.0 15 15 18.0 14 14 22.0 13 13 P - Peak Flow 4L .. TR-55 TABULAR DISCHARGE METHOD VERSION 1.11 Project : windsor exixting (basin III) User: cep Date: 12-14-87 County : king State: wa Checked: Date: Subtitle: existing basin map Total watershed area: 0.178 sq mi Rainfall type: IA Frequency: 5 years -------------------------- Subareas ---------_----_ III IIIA Area(sq mi) 0.09 0.09 Rainfall(in) 2.3 2.3 Curve number 78 78 Runoff(in) 0.66 0.66 Tc (hrs) 0.23 1.00 (Used) 0.20 1.00 TimeToOutlet 0.92 0.00 (Used) 1.00 0.00 Ia/P 0.25 0.25 Time Total ------------- Subarea Contribution to Total Flow (cfs)------------ (hr) Flow III IIIA 7.0 0 0 0 7.3 0 0 0 7.6 0 0 0 7.9 1 0 1 8.0 1 0 1 8.1 1 0 1 8.2 2 1 1 8.3 2 1 1 8.4 3 1 2 8.5 3 1 2 8.6 5 2 3 8.7 6 3 3 8.8 7 3 4P 9.0 8P 4P 4 9.2 8 4 4 9.4 8 4 4 9.6 7 4 3 9.8 6 3 3 10.0 6 3 3 10.3 6 3 3 10.6 6 3 3 11.0 6 3 3 11.5 4 2 2 12.0 4 2 2 12.5 4 2 2 13.0 4 2 2 13.5 4 2 2 14.0 4 2 2 15.0 4 2 2 16.0 4 2 2 18.0 4 2 2 22.0 4 2 2 P - Peak Flow 4 5 6 5 1 � e q 31 a 32 33 31 38 39 431 . 3e 44 45 1p .. - �51 55 56 x r • ~C` ` u Y ---- ----__-- I' S V !i �.. rf r-V �^^n r` l !I it i - I x 4 © �fhiiCY`C�� a LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** JOB® TR-20 FULLPRINT SUMMARY 10 TITLE 001 WINDSOR ALLOWABLE RELEASE 20 3 STRUCT 1 30 8 385.41 0.00 0.00 40 8 385.91 1.70 .0484894 50 8 386.41 4.48 .0969789 60 8 386.91---- 7.63 .1454683 70 8 387.41 10.83 .1939578 80 8 388.41 22.11 .2909367 90 8 394.98 45.75 7.8929541 100 9 ENDTBL 110 3 STRUCT 3 120 8 384.35 0.00 0.00 130 8 384.60 0.30 .0517398 140 8 384.85 0.79 .1034797 150 8 385.10 1.35 .1552195 160 8 385.35 1.91 .2069594 170 8 385.85 3.91 .3104391 180 8 386.30 4.37 .5793205 190 8 387.65 377.39 1.6733728 200 9 ENDTBL 210 3 STRUCT 4 224 8 382.95 0.00 0.00 230 8 383.58 2.97 0.000001 240 8 384.20 7.83 0.000002 250 8 384.83 13.34 0.000003 260 8 385.45 18.92 0.000004 270 8 386.70 38.62 .1251028 280 8 394.14 77.01 6.6366951 290 9 ENDTBL 300 3 STRUCT 2 310 8 383.3 0.00 0.00 320 8 383.5 .048544 .0094794 330 8 384.0 .090817 .0331777 340 8 384.5 .118908 .OS68761 350 8 385.0 .141529 .0805745 360 - 8 385.5 .161002 .1042729 370 49f 8 385.78 .170941 .1175440 380 so 8 386.5 .310748 .1516696 390 51 8 387.0 .360538 .1753680 400 57 8 387.5 .402630 .1990664 410 S3 8 388.0 .440019 .2227648 420 388.26 .458095 .2350879 430 55 8 389.00 .651577 .2701615 440 5e 8 389.5 .724119 .2938599 450 57 8 390.0 .786912 .3175583 460 so 59 60 6 1 , 2 . i 1 3 a 5 6 8 **********************80-80 LIST OF INPUT DATA (CONTINUED)********************** 8 -- 390—�---- .843576 .3412567 470 8 390.73 .868091 .3521579 480 8 391.53 18.64187 .4364656 490 15 9- ENDTBL STV- ------- 500 16 6 RUNOFF 1 (1 1 .,363688 78. 3.855 1 1 1 1 1 510 t7 6 RUNOFF 1 (2) 5 .01753 87. .2667 1 1 1 1 1 520 "-6 ADDHYD 4 6 - 1 530 — -' 19 6 RUNOFF 1 4 .37125 78. 3.855 1 1 1 1 1 540 20 6 RUNOFF 1 2 .0089531 72. .2888333 1 1 1 1 1 550 21 6 ADDHYD 4 3 4 2 7 1 1 1 1 1 1 560 ENDATA 570 7 INCREM 6 .10 580 7. COMPUT 7 1 1 3.5 1.0 3 2--- 1 ---©1 590 25 7 COMPUT 7 2 2 3.5 1.0 3 2 1 01 600 26 7 COMPUT 7 4 4 3.5 1.0 3 2 1 01 610 27 7 COMPUT 7- 3 3 2.5 1.0 3 2 1 01 620 28 ENDCMP 1 630 ENDJOB 2 640 30 *******************************END OF 80-80 LIST******************************** 41I 42 43 44 45 46 47 4E 4; 5c 51 52 53 54 5'. k 57 58 59 e 2 3 4 6 7 8 9 iL i 8 TR20 XEQ 12-22-87 11:31 WINDSOR ALLOWABLE RELEASE 20 JOB 1 PASS 1 REV PC 09/83(.1) PAGE 1 FILE NO. 1 COMPUTER PROGRAM FOR PROJECT FORMULATION - HYDROLOGY USER NOTES — ----- THE USERS MANUAL FOR THIS PROGRAM IS THE MAY 1982 DRAFT OF TR-20. CHANGES FROM THE 2/14/74 VERSION INCLUDE: REACH ROUTING - THE MODIFIED ATT-KIN ROUTING PROCEDURE REPLACES THE CONVEX METHOD. INPUT DATA PREPARED FOR PREVIOUS PROGRAM VERSIONS USING CONVEX ROUTING COEFFICIENTS WILL NOT RUN ON THIS VERSION. THE PREFERRED TYPE OF DATA ENTRY IS CROSS SECTION DATA REPRESENTATIVE OF A REACH. IT IS RECOMMENDED THAT THE OPTIONAL CROSS SECTION DISCHARGE -AREA PLOTS BE OBTAINED WHENEVER NEW CROSS SECTION DATA IS ENTERED. THE PLOTS SHOULD BE CHECKED FOR REASONABLENESS AND ADEQUACY OF INPUT DATA FOR THE COMPUTATION-flP-"t`4 VALUES USED IN THE ROUTING PROCEDURE. GUIDELINES FOR DETERMINING OR ANALYZING REACH LENGTHS AND COEFFICIENTS (X,M) ARE AVAILABLE IN THE -USERS-------- ---- MANUAL. SUMMARY TABLE 2 DISPLAYS REACH ROUTING RESULTS AND ROUTING PARAMETERS FOR COMPARISON AND CHECKING. HYDROGRAPH GENERATION - THE PROCEDURE TO CALCULATE THE INTERNAL TIME INCREMENT AND PEAK TIME OF THE- HYDROGRAPH HAVE BEEN IMPROVED. PEAK DISCHARGES AND TIMES MAY DIFFER FROM THE PREVIOUS VERSION. OUTPUT HYDROGRAPHS ARE STILL INTERPOLATED, PRINTED, AND ROUTED AT THE USER SELECTED MAIN TIME INCREMENT. INTERMEDIATE PEAKS - METHOD ADDED TO PROVIDE DISCHARGES AT INTERMEDIATE POINTS WITHIN REACHES WITHOUT ROUTING. _QIHER -PHIS VERSION CONTAINS SOME ADDITIONS TO THE INPUT AND NUMEROUS MODIFICATIONS--T$--T-HE OUTPUT- I,SEn OPTIONS HAVE BEEN MODIFIED AND AUGMENTED ON THE JOB RECORD, RAINTABLES ADDED, ERROR AND WARNING MESSAGES EXPANDED, AND THE SUMMARY TABLES COMPLETELY REVISED. THE HOLDOUT OPTION IS NOT OPERATIONAL AT THIS TIME. PROGRAM QUESTIONS OR PROBLEMS SHOULD BE DIRECTED TO HYDRAULIC ENGINEERS AT THE SCS NATIONAL TECHNICAL CENTERS: CHESTER, PA (NORTHEAST) -- 215-499-3933, FORT WORTH, TX (SOUTH) -- 334-5242 (FTS) LINCOLN, NB (MIDWEST) -- S41-S318 (FTS), PORTLAND, OR (WEST) -- 423-4099 _ PROGRAM CHANGES SINCE MAY 1982:��� 12/17/82 - CORRECT PEAK RATE FACTOR FOR USER ENTERED DIMHYD CORRECT REACH ROUTING PEAK TRAVEL TIME PRINTED WITH FULLPRINT OPTION ------ 5/02/83 - CORRECT COMPUTATIONS FOR --- 1. DIVISION OF BASEFLOW IN DIVERT OPERATION 2. HYDROGRAPH VOLUME SPLIT BETWEEN BASEFLOW AND ABOVE BASEFLOW - — 3. CROSS SECTION DATA PLOTTING POSITION 4. INTERMEDIATE PEAK WHEN "FROM" AREA IS LARGER THAN ''THRU" AREA S. STORAGE ROUTED REACH TRAVEL TIME FOR MULTIPEAK HYDROGRAPH 6. ORDERING "FLOW-FREQ" FILE FROM SUMMARY TABLE #3 DATA 7. BASEFLOW ENTERED WITH READHYD B. LOW FLOW SPLIT DURING DIVERT PROCEDURE #2 WHEN SECTION RATINGS START AT DIFFERENT-E-L-EVATIONS ENHANCEMENTS --- 1. REPLACE USER MANUAL ERROR CODES (PAGE 4-9 TO 4-11) WITH MESSAGES _. _ 2-.LABEL OUTPUT HYDROGRAPH FILES WITH CROSS SECTION/STRUCTURE, ALTERNATE ANT; STORM Ne'S 09/01/83 - CORRECT INPUT AND OUTPUT ERRORS FOR INTERMEDIATE PEAKS CORRECT COMBINATION OF RATING TABLES FOR DIVERT ('UL'f`V OC'^f`U nnll'r TAlr- nnnnwArrrnn rr1r1 r I ru�� b . ... �... ..._..v.I ­w i .a r-miNmi 1L i "FN%j I wF% hV%, L.r- I "01.L 3.. LI'II 1 a ELIMINATE MINIMUM REACH TRAVEL TIME WHEN ATT-KIN COEFFICIENT EQUALS ONE B IJ� 7� 3 - 5 6 B 9 ° TR20 XEQ 12-22-87 y11:31 REV PC 09/83(.1) 12 19 Ia IS WINDSOR ALLOWABLE RELEASE EXECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .10 HOURS 20 "EXECUTIVE CONTROL OPERATION COMPUT FROM STRUCTURE 1 TO STRUCTURE 1 STARTING TIME _ .00 RAIN DEPTH = 3.50 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ANT. MC ALTERNATE NO.= 1 STORM NO.= 1 MAIN TIME INCREMENT = .10 HOURS n� 2'LPERAT ION RUNOFF-- STRUCTURE -I - OUTPUT HYDROGRAPH= 1 26 AREA= .36 SQ MI INPUT RUNOFF CURVE= 78. TIME OF CONCENTRATION= 3.86 HOURS 27 -. INTERNAL HYDROGRAPH TIME INCREMENT= .0988 HOURS 28 t9 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 30- 28.39 (RUNOFF) - TIME(HRS) . . _ - 04-SCHG 34 6AO .00 DISCHG 7.00 DISCHG B_oo DISCHG 9.00 DISCHG 10.00 DISCHG 39' 1-.00 DISCHG 40 12.00 DISCHG 41 13.00 DISCHG 12 4.00 DISCHG u 15.00 DISCHG 16.00 DISCHG s- 12 00 DISCHG 46 18.00 DISCHG 47 19.00 DISCHG 20.00 DISCHG 21.00 DISCHG 22.00 DISCHG 23.00 DISCHG- 57 24.00 DISCHG 50 25.00 DISCHG 5+ 26-GO DISCHG 55 27.00 DISCHG S6 28.00 DISCHG 57 29.00 _ DISCHG FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS .00 .00 .00 .00 .00 .00 .00 .03 .05 .07 .09 .12 .16 .21 .52 .63 .77 .92 1.09 1.29 1.S2 2.95 3.46 4.04 4.69 5.40------6.19--- 7.04 11.18 12.37 13.60 14.85 16.10 17.32 18.51 22.73 23.61 24.43 25.16 25.82 26.40 26.89 28.13 28.27 28.36 o:ti"28.39 28.36 28.27 28.12 27.19 26.92 26.65 26.39 26.12 25.86 25.59 24.61 24.38 24.15 23.93 23.72 23.50 23.30 22.52 22.34 22.16 22.00 21.83 21.67 21.52 20.95 20.82 20.69 20.57 20.45 20.33 20.22 19.80 19.70 19.60 19.50 19.41 19.32 19.23 18.89 18.81 18.73 18.65 18.57 18.49 18.42 18.13 18.06 18.00 17.93 17.86 17.79 17.73 17.46 17.39 17.32 17.2E 17.18 17.11 17.03 16.72 16.6S 16.57 16.48 16.40 16.32 16.24 15.92 15.85 15.78 1S.70 15.64 15.57 1S.51 15.28 15.23 15.19 15.14 15.10 15.06 15.02 14.88 14.85 14.82 14.78 14.75 14.72 14.68 14.53 14.49 14.44 14.39 14.33 14.25 14.16 13.67 13.49 13.30 13.08 12.83 12.56 12.26 10.84 10.4S 10.05 9.64 9.23 ----8-..82 8.41 6.82 6.44 6.07 5.72 5.38 5.05 4.73 3.63 3.40 3.18 2.98 2.80 2.63 2.46 1.91 1.79 1.68 1.58 1.48 1.39 1.30 DRAINAGE AREA = .36 SQ.MI. .01 .6i-' .02 .27 .34 .42 1.80 2.12 2.50 7.96 ---8 . `36 :-i-O 04---- - 19.66 20.75 21.78 27.31 27.65 27.92 27.43- 27 . 70-- -27`:-4 5 25.34 25.09 24.84 23.09 22.90 22.70 21:- 3 7L 21.23 20.11 20.00 19.90 19.14 19.06 18.97 18.34 18.27 20 17.66 17.59 17.S3 16.96 16.88 16.80 16.16 16.0$- - 1&-.-00- - 1S.45 15.39 15.33 14.99 14.95 14.92 14.64 144 . fs1- - -1-4 5 7---. 14.06 13.95 13.82 11.93 11.58 11.22 --8-.-60 ---7.60---- 4.43 4.14 3.88 2.31 2.17 2.04 1.22 - i ;-iq - I" - RUNOFF VOLUME ABOVE BASEFLOW = 1.49 WATERSHED INCHES, 349.84 CFS-HRS, 28.91 ACRE-FEET; BASEFLOW = .00 CFS --- HYDROGRAPH FOR STRUCTURE 1, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE --- 6 a TR20 XEQ 12-22-87 11:31 REV PC 09/83(.1) WINDSOR ALLOWABLE RELEASE EXECUTIVE CONTROL OPERATION COMPUT FROM STRUCTURE 2 TO STRUCTURE 2 STARTING TIME = .00 RAIN DEPTH = 3.50 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ALTERNATE NO.= 1 STORM NO.= 1 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF STRUCTURE 2 OUTPUT HYDROGRAPH= 5 AREA-- .02 SW MI INPUT RUNOFF CURVE= 87. TIME OF CONCENTRATION= .27 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0356 HOURS PEAK TIME(HRS) 8.01 PEAK DISCHARGE(CFS) 5.78 PEAK ELEVATION(FEET) (RUNOFF) 20 rail] RECORD ID ANT. MOIST. COND= 2 600 '9 TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .02 SQ.MI. 30 3.00 DISCHG .00 .00 .00 .01 .02 .04 .06 _ 08 .10 . 12----------- ---- - 4.00 DISCHG .14 .16 .18 .21 .23 .25 .28 .31 .34 .37 5.00 DISCHG .39 .42 .46 .49 .52 .55 .58 .62 .66 .69 3- 6_00 DISCHG .72 .76 .83 .89 .93 .97 1.03 1.14 1.23 - - - 2-9------------- 34 7.00 DISCHG 1.34 1.41 1.56 1.68 1.75 1.81 2.34 3.74 4.85 5.43 35 8.00 DISCHG 5.78 5.56 4.43 3.61 3.30 3.19 3.05 2.71 2.48 2.40 36 9.00 DISCHG 2.38 2.29 _ ___2.07 1.91 1.85 1.83 1.80 1.73 1.69 1.A:7 - 10.00 DISCHG 1.67 1.64 1.57 1.53 1.51 1.51 1.49 1.44 1.41 1.40 ' 11.00 DISCHG 1.40 1.39 J 1.37 1.35 1.35 1.35 1.34 1.32 1.30 1.29 30 12.00 DISCHG 1.29 1.29 1.26 1.25 1.24 1.24 1.23 1.21' 1.19 1-.18- ------ A 13.00 DISCHG 1.18 1.18 1.19 1.19 1.19 1.19 1.18 1.16 1.14 1.13 41 14.00 DISCHG 1.13 1.13 1.13 1.14 1.14 1.14 1.13 1.10 1.09 1.08 42 15.00 DISCHG 1.08 1.08 1.08 1.08 1.08 1.08 1.07 1.05 1.03 1_02--------- - 16.00 DISCHG 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.03 17.00 DISCHG 1.03 1.02 .99 .97 .97 .96 .96 .96 .96 .97 18.00 DISCHG .97 .96 .93 .91 .90 .90 .90 _- on __ .90 -rgo_ ----- 461 19.00 DISCHG .90 .89 .87 .85 .84 .84 .84 .84 .84 .84 4720.00 DISCHG .84 .84 .84 .84 .84 .84 .84 .84 .84 .84 a� 21.00 DISCHG .84 .84 .84 .84 .84 .84 .84 .84 .85 .85 4 22.00 DISCHG .85 .84 .81 .79 .78 .78 .78 .78 .78 .78 23.00 DISCHG .78 .78 .78 .78 .78 .78 .78 .78 .78 .78 51t 24.00-- DISCHG .78 .67 .36 .14 .06 .02 .01 .00 --- RUNOFF VOLUME ABOVE BASEFLOW = 2.18 WATERSHED INCHES, 24.68 CFS-HRS, 2.04 ACRE-FEET; BASEFLOW = .00 CFS --- HYDROGRAPH FOR STRUCTURE 2, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE --- � m , TR20 XEQ 12-22-87 11:31 REV PC 09/83('1) WIND8OR ALLOWABLE RELEASE EXECUTIVE CONTROL OPERATION COMPUT FROM STRUCTURE 4 TO STRUCTURE 4 STARTING TIME = '00 RAIN DEPTH = 3'50 RAIN DURATION= 1'00 RAIN TABLE NO'= 3 ALTERNATE STORM NO'= l MAIN TIME INCREMENT '10 HOURS O-PERATON RUNOFF STRUCTURE 4 OUTPUT HYDROQRAPH= 4 AREA= 'J7 SQ MI INPUT RUNOFF CURVE= 78' TIME OF CONCENTRATION= 3'86 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= '0988 HOURS RECORD ID 610 ANT' MOIST' COND= 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) Ai 28'98 (RUNOFF) TIME(HRS) FIRST HYDROGRAPH POINT '00 HOURS TIME INCREMENT = 'lO HOURS DRAINAGE AREA '37 SQ'MI' 5__{U [)ISCHG '00 'OU '00 'OO '00 'OO -OO '01 'Ol ------.02--'-' '- 6'00 DISCHG '03 '05 '07 '09 '13 '16 '21 '27 '34 '43 7'00 DISCHG '53 '65 '78 '94 1'12 1'32 1'56 1'83 2'16 2'55 DI3CHG 3'01 3'54 4'13 4'79 5'52 6'31 7'18 8'13 9-'15 10.24'---'----- 9'00 DISCHG 11'41 12'63 13'88 15'16 16'43 17'68 18'90 20'07 21'18 22'23 10'00 DISCHG 23'21 24'11 24'93 2S'68 26'36 26'95 27'45 27'88 28'22 28'50 ll'0 - 28'71 28'86 28'95 28'98 28'96 38'86 28-71 28'51 28'28�- 12'00 QI9CHG 27'75 27'48 27'21 26'93 26'66 26'39 26'13 25'86 25'81 25'36 13'00 DISCHG 25'12 24'88 24'66 24'43 24'21 23'99 33'78 23'57 23'37 23'18 l_4,_Q0--__JDISr,HG 22'99 22'80 22'63 22'45 22'29 22'12 21'97 21'82 21.`6-7-' l5'00 DISCHG 21'39 21'28 21'12 21'00 20'87 20'75 20'64 20'53 20'42 20'31 16'00 DISCHG 20'21 20'11 20'01 19'91 19'81 19'72 19'63 19'54 19'45 19'37 DISCHG 19'28 19'20 19'12 19'03 18'95 18'88 18'80 18'73 18'65 18'00 DISCHG 18'51 18'44 18'37 18'30 18'23 18'16 18'10 18'03 17'96 17'89 19'00 DISCHG 17'82 17'76 17'68 17'61 17'54 17'46 17'39 17'31 17'23 17'15 '_219-I-QQ DI8CHG 17'07 16'99 16'91 16'83 16'74 16'66 16'58 16'49 16.41-- 16.3-3 21'00 DISCHG 16-!25 16'18 16'10 16'03 l5'96 l5'89 15'83 15'77 15'71 15'65 22'00 DISCHG 15'60 15'55 lS'50 15'46 l5'42 15'38 15'34 16'30 15'26 15'23 _213~DO DISCHG 15'19 15'16 15'12 15'09 15'06 15.02 14'99 14'95 14'91- '-14---E7 - 24'00 DISCHG 14'84 14'79 14'74 14'69 14'62 14'55 14'46 14'36 14'24 14'10 25'00 DISCHG 13-95 13'78 13'58 13'35 13'10 12'82 12'51 12'18 11.82 11'45 26,00 DI!SCHG 11'06 10'66 10'26 9'84 9'42 9'01 8'59 -- 8"17 7�55 27'00 DISCHG 6'96 6'57 6'20 5'84 S'49 5'15 4'83 4'52 4'23 3'96 28'00 DISCHG 3'70 3'47 3'25 3'05 2'86 2'68 2'52 2'36 2'22 2'08 UISCHG 1'95 1'83 1'72 1.61 1'51 1'42 1'33 1'25 1.1-7-'- 1-09 RUNOFF VOLUME ABOVE 8ASEFLOW 1'49 WATERSHED INCHES, 357.11 CFS-HRS, - _-_ --__- --- HYDROGRAPH FOR STRUCTURE 4` ALTERNATE 1, STORM 29'51 ACRE-FEET; BA3EFLOW '00 CF8 1, ADDED TO OUTPUT HYDROGRAPH FILE --- Ih y TR20 XEQ 12-22-87 11:31 _ WINDSOR ALLOWABLE RELEASE REV PC 09/83(.1) EXECUTIVE CONTROL OPERATION COMPUT FROM STRUCTURE 3 TO STRUCTURE 3 STARTING TIME _ .00 RAIN DEPTH = 2.50 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ALTERNATE NO.= 1 STORM NO.= 1 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF STRUCTURE 3 OUTPUT HYDROGRAPH= 2 AREA= .01 SQ MI INPUT RUNOFF CURVE- 72. TIME OF CONCENTRATION= INTERNAL-HYDROGRAPH TIME INCREMENT= .0385 HOURS ** WARNING -NO PEAK FOUND, MAXIMUM DISCHARGE _ .16 CFS. PEAK TIME(HRS) PEAK DISCHARGE(CFS) 23.90 .16 8.10 .30 fIME(HRS) FIRST HYDROGRAPH POINT = 7.00_ _ DISCHG .00 .00 8.00 DISCHG .25 .30 9.00 DISCHG .24 .24 10.00 DISCHG .20 .20 11.00 DISCHG .19 .19 12.00 DISCHG .19 .19 13.00 DISCHG .18 .19 14.00 DISCHG .19 .19 15.00 DISCHG .18 .19 62 16.00 DISCHG .18 .18 17.00 DISCHG .19 .19 4° 18.00 DISCHG .18 .18 as 19.00 DISCHG .17 .17 20.00 DISCHG .16 .16 67 21.00 DISCHG .17 .17 22.00 DISCHG .17 .17 19 23.00 DISCHG .16 .16 24.00 DISCHG .16 .14 .29 HOURS PEAK ELEVATION(FEET) (RUNOFF) (RUNOFF) .00 HOURS TIME INCREMENT = .10 HOURS .00 .00 .00 .00 .00 .28 .26 .25 .26 .27 .22 .21 .21 .21 .21 .20 .19 .19 .20 .20 .19 19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .18 .18 .18 .18 .19 .18 .18 .18 .18 .18 .18 .17 .17 .17 .17 .17 .16 .16 -_. _16 .16 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .16 .16 .16 .16 .16 .16 .16 .16 .16 .09 .04 .02 .01 .00 20 JOB 1 PASS 1 PAGE 5 RECORD ID ANT. MOIST. COND= 2 620 DRAINAGE AREA = .01 SQ.MI. .03 - 09 17 - -- --- --- .25 .24 .24 .20 .20 .20 .19 _19 .19 .19 .19 .19 .18 .18 .19- .19 .19 .19 .18 .18 .18 .18 .18 .19 .19 .18 .18 .18 .17 .17 .17 16 _ -16 --- -1fi -- ----- -- .17 .17 .17 .17 .17 .17 _ _16 .16 _1-6--____._____-.._- - .16 .16 .16 RUNOFF VOLUME ABOVE BASEFLOW = .53�WATERSHED INCHES, 3.05 CFS-HRS, .25 ACRE-FEET; BASEFLOW = .00 CFS --- HYDROGRAPH FOR STRUCTURE 3, ALTEQh1ATE L-STORM___L,_ADDED TO OUTPUT HYDROGRAPH FILE OPERATION ADDHYD STRUCTURE 3 INPUT HYDROGRAPHS= 4,2 OUTPUT HYDROGRAPH= 7 k PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK E_LE_1CATIQR�_EEEZ) 11.30 29.17 386.39 TR20 XEQ 12-22-87 11:31 WINDSOR ALLOWABLE RELEASE REV PC 09/83(.1) 5.00 5.00 6.00 6.00 7.00 7.00 8.00 8.00 9.00 9.00 10.00 10.00 11.00 12.00 12.00 3il 13.00 13.00 14.00 33 14.00 34 15.00 15 15.00 30 16.00 37 16.00 38 17.00 40 18-00 41 18.00 42 19.00 43 19.00 44 20.00 451 21.00 47 21.00 42 22-00 46L 22.00 23.00 23.00 57 24-00 53 24.00 54 25.00 55 2S.00 56 26.00 $7 2 - 6.00 58 27.00 59 27.00 6c 28.00 28.00 29.00 -)o JOB I . PASS 1 PAGE 6 DISCHG .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 ELEV 384.35 384.35 384.35 384.3S 384-3S 384.35 384.35 384.36 384.36 384.37 DISCHG .03 .05 .07 .09 .13 .16 .21 .27 .34 .43 ELEV 384.38 384.39 384.41 384.43 384.45 384.49 384.53 384.58 384.62 384.67 DISCHG .53 .65 .78 .94 1.12 1.32 1.56 1.86 2.25,--- 2.72- ELEV 384.72 384.78 384.85 384.92 385.00 38S.09 385.19 385.33 385.44 385.55 DISCHG 3.26 3.84 4.41 5.05 5.77 6.58 7.45 8.38 9.39 10.48 ELEV 385.69 385.83 386.30 386.30 386-31 386.31 386.31 386.31 386.32 386-32 DISCHG 11.65 12.87 14.11 1S.37 16.64 17.89 19.11 20.27 21.38 22.43 ELEV 386.33 386.33 386.34 386.34 386.34 366.35 386.35 386.36 386.36 386.37 DISCHG 23.41 24.31 25.13 25.88 26-S5 27.14 27.65 28.07 28.41 28�69 ELEV 386.37 386.37 386.38 386.38 386.38 386.38 386.38 386.39 386.39 386.39 DISCHG 28.90 29.05 29.14 29.17 29.14 29.05 28.90 28.70 28.47 28.21 386.39 386.39 386.39 386.39 386.39 386.39 386.39 386.39 386.39 -38-6-39 DISCHG 27-94 27.67 27.40 27.12 26.85 26.58 26.32 26.05 25.79 2S.54 ELEV 386.39 386.38 386.38 386.38 386.38 386.38 386.38 386.38 386.38 386.38 DISCHG 25.30 25.07 24.84 24.62 24.40 24.18 23.97 23.76 23-56 2-3, __7,& ELEV 386.38 386.37 386.37 386.37 386.37 386.37 386.37 386.37 386.37 386.37 DISCHG 23.17 22.99 22.81 22.64 22.48 22.31 22.16 22.00 21.85 21-71 ELEV 386.37 386.37 386.37 386.37 386.37 386.36 386.36 386.36 386.36------ 386,3,6- DISCHG 21.57 21.44 21.31 21.18 21.06 20.94 20.83 20.71 20.60 20.49 ELEV 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.36 DISCHG 20.39 20.29 20.19 20.09 20.00 19.91 19.82 19.73 19.64 -19 FaA. ELEV 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.36 386.35 DISCHG 19.47 19.39 19.30 19.22 19.13 19.06 18.98 18.90 18.83 18.76 ELEY 386.35 386.35 386.35 386.3S 386.35 386.35 386.35 386.35 386.35 37,86,35 DISCHG 18.69 18.62 18.55 18.47 18.40 18.34 18.27 18.20 18.13 18.07 ELEV 386.35 386.35 386.35 386.35 386.35 386.35 386.35 386.35 386.35 386.35 DISCHG 18.00 17.93 17.85 17.77 17.70 17-62 17-55 17.47 17.39 --47.32- ELEV 386.35 386.35 386.35 386.35 386.35 386.3S 386.35 386.35 386.35 386.35 DISCHG 17.24 17.16 17.07 16.99 16.91 16.83 16.74 16.66 16.58 16.50 _ELEV 386.35 386.35 386.35 386-35 386.35 386.35 386.34 386.34 ---7,86.34 386.-34 DISCHG 16.42 16.35 16.27 16.20 16.13 16.06 16.00 15.94 15.88 15.82 ELEV 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 DISCHG 15.77 15.72 15.67 15.62 15.58 15.54 15.50 15.46 -- 15.42 ELEV 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 DISCHG 15.35 15.32 15.29 15.25 15.22 15.18 15.15 15.11 15.08- 15.04 ELEV 386.34 386.34 386.34 386.34 386-34 386.34 386.34 386.34 386.34 3".-Z4-- DISCHG 15.00 14.94 14.83 14.73 14-64 14.55 14.46 14.36 14.24 14.10 ELEV 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 386.34 -DISCHG 13-9.5 13.78 13.58 13.35 13.10 12.82 12.51 42-4�8- 11.82 ELEV 386.33 386.33 386.33 386.33 386.33 386.33 386.33 386.33 386.33 386.33 DISCHG 11.06 10.66 10.26 9.84 9.42 9.01 8.S9 8.17 7.76 7.35 ELEV 386.32 386.32 386.32 386.32 386.32 386-32 386.32 386.31 386.31 38&.3i DISCHG 6.96 6.57 6.20 5.84 5.49 5-IS 4.83 4.52 4.23 3.96 ELEV 386.31 386.31 386.31 386.31 386.30 386.30 386.30 386.30 386.16 385.89 DISCHG 3.70 .- 3.47 3.25 3.05 2-86 2.68 - 2-52 2.36 - --Z.22 ---2.08 ELEV 385.80 385.74 385.68 385.63 385.S9 385.S4 385.50 385.46 385.43 385.39 DISCHG 1.95 1.83 1.72 1.61 1.51 1.42 1.33 1-25 1.17 1.09 6 TR20 XEQ 12-22-87 11:31 WINDSOR ALLOWABLE RELEASE 20 REV PC 09/83(.1) 29.00 ELEV 385.36 385.32 385.26 385.22 385.17 385.13 385.09 385.05 385.vz �ts4.yy RUNOFF VOLUME ABOVE BASEFLOW = 1.47 WATERSHED INCHES, 360.16 CFS—HRS, 29.76 ACRE—FEET; BASEFLOW = .00 CFS --- HYDROGRAPH FOR STRUCTURE 3, ALTERNATE 1, STORM 1, ADDED TO OUTPUT HYDROGRAPH FILE --_- EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 RECORD IQ._6.30_�___._�'`I EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID 640 6 7F 3 4 S 6 B 9 10ITR20 XEQ 12-22-87 11:31 WINDSOR ALLOWABLE RELEASE III REV PC 09/83(.1) 20 JOB 1 . SUMMARY PAGE 8 5 6 7 8 I13F SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH i7 A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE SECTION/ STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF --------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME ----RAr-- --RAT€ (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 1 STORM 1 STRUCTURE 1 RUNOFF .36 3 2 .10 .0 3.50 24.00 1.49 --- 11.30 28.39 78.1 STRUCTURE._ 2 RUNOFF__ OZ 3 2 .10 .0 3.50 24.00 2.18 --- 8-_.0-1 5.78 329.-� ----- STRUCTURE 4 RUNOFF .37 3 2 .10 .0 3.50 24.00 1.49 - - 11.30 28.98 78.1 STRUCTURE 3 RUNOFF .01 3 2 .10 .O 2.50 24.00 .53 --- 8.10 .30 33.5 STRUCTURE 3 ADDHYD .38 3 2 .10 .0 2.50 24.00 1.47 386.39 11_3Q 24 1:7 7"1 7 ___. 32 33 34 � ' ^/' f� ' —-----' '" TR20 XEQ 12-22-87 11:31 WIMDSOR ALLOWABLE RELEASE ./ REV PC 09/83('1) n [q �.. SUMMARY TABLE 3 — DISCHARGE (CFS) AT XSECTION8 AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS .......... ID (SQ MI) 1 ALTERNATE l 28'98 ALTERNATE 1 29-17 ALTERNATE l 5'78 ALTERNATE l 28'39 20 JOB 1 SUMMARY PAGE 9 w Parametrix, Inc. L� TO: City of Renton Department of Public Works 200 Mill Ave. S. Renton, WA 98059 Attn• Garth Cray Date: July 24, 1989 Project No: 11-1779-01 task 1200 From: c:K Po. Box 46o ❑ 6130 Northeast 78th Court Sumner. WA 98390 Suite C-6 206.863.5128 Portland, Oregon 97218 206.838.9810 503.256.5444 ❑ 4970 Auto Center Way Bremerton, WA 98312 206.377.0014 206.383.1835 ❑ 13020 Northup Way. Suite 8 Bellevue, WA 98005 206.455.2550 We are transmitting the following materials: 1 indRor Place storm calculations 0 Comments: Garth- Here is everything 7 have on Windsor Place Let me knout if there is any information missing_ These are: ® per your request ❑ for your information ❑ for your review and approval ❑ for your files Sincerely, a Bill Helbig, P. cc: • COMPUTATION SHEET JOB NO. Z°J9-07 DATE SHEET OF _Z ESNf inc-, JOB NAME MMAOr ke- A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS YO - - 7-w- �7' -23 N _ ���S _ r,J..l''l. _ �e . r��� l�_. Q6vr _ .U� .�z. Csr "w - __ G _rsa��� -�a - • S' /OAii�'I SC�S _ E�✓OU "G " G /R'SS / �'frG�. - _ �MeGvin�sa�- -bas/ter 1 S Qs oil " r,��fh SIG- . SCS _ _Co r'ci e&n J�-rzih� .G i'Yl sir e- - - - - - _ - -MTY_OF AENTQ 9¢ [a C - E I V D _E_- AUG _1987 BUILDING /ZONING I EPT. / 70 C fi w 1:2 AI 0 �or bgsit7 r4T 2 4- _ � lanC( ld� CG�ur��cforis{��5 a�G Ste_ Ott . G1'lS�"107 COMPUTATION SHEET JOB NO. ZJ9-00-Wf DATE G n SHEET OF� ESM Inc. JOB NAME a I Ll/�/K P/AZ A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �G CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 11N1 Renton Washington, 98055 (206) 228.5625 CONTENTS I - - - - � a.e cxPlah� f �o� DcSCr� 110 r-! _ sc�_ � f- -- --S�o f _---'e-07a00, .sib - - - - _�!'LOUiSG / 104- wE /o`srD _¢t 3 _-G rDa stye dl.Ich U;;%7 _L?irQ,(.l. xUC, wE - - - - -0�/A s 10', vy- -� roa h 0:7 s 4- Watercourse Types: 1 = Forest / Meadow 4 = Nearly Bare Ground 2 = Fallow / Min Tillage 5 = Grassed Waterway 3 = Grass Pasture / Lawn 6 = Paved / Gutter- i COMPUTATION SHEET JOB NO. Z-9-9-LO20-044 ?-DATE ?ZA `f ✓b7SHEET S OF Z ESM inn. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY Li e rr, �� _ CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 90055 C J2a► ua-SG28 CONTENTS -5 BASIN DATA BASIN NUMBER: 1 BASIN DESCRIPTOR: BASIN 1 INITIAL TIME CONC: 10.00 min BASIN AREA: 264.00 acres SCS CURVE NUMBER: 78.000 --- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) t---) (%) (ft/s) 1 95C►, ()i► 6 4.30 4.15 555. oo 5 1.00 1.5(--) _ 680. oo _ 2. 2i ► 1 . ?5 4 21300. oo 1 . so 5 1 t►50. Oo 5 .7o 1 . 25 6 700. 00 4 .90 .95 TIME CONCENTRATION: 270.61 L min L/ S-/ /i --------------------------------------------------------------------------- -1-b6 si vt w/ /l_ b alAx/�g-ew r�s i�� � %vd _ y-ea� z4-hr�� cv���tsf�/ rair�� �.I ire c! � its lhyorrr/dficYl fiek� '7p7 ail/ mt /•, OeY966/1 ih _de s fri6��io.'> HYDROGRAPH NUMBER: 1 DESCRIPTOR: 100 YEAR C 36" CULVERT (EXIST) MAX FLOW: 39.75 cfs VOLUME: ieO8(-)49.6�► ft• jbrm _ ,v; // h,✓ ovfGrrov� ti _fie _"�- --In COMPUTATION SHEET JOB NO. ��J - 02Y DATES?SHEET � OF Z ESM ina JOB NAME pk& A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �if CHK. BY CONSULTING FIRM (20 Powell Ave. SW, Suite 100 Renton Washington, 98055 � YnA �� � � �16 //jam7'1W4 czar 22e-5628 CONTENTS �/� /Nf �/ K �/i'� --- ------------------------------------------------------------------ PIPE/CHANNEL DATA - PIPE/CHANNEL NUMBER: 1 DATA TYPE: PIPE DESCRIPTOR: CONCRETE CULVERT UNDER NE 4TH ST. FLOW - DESIGN - % CAPACITY SLOPE - HYDRL - DIAMETER MANNING N PIPE LENGTH INVERT IN INVERT OUT - PIPE SLOPE VELOCITY - DESIGN DEPTH CROSS-SECTION AREA WETTED PERIMETER HYDRAULIC RADIUS FLOW TIME - DSGN VEL FLOW - FULL VELOCITY - FULL =9.75 cfs 61.33 --- " .eo 36.00 in .012 --- eo . 00 f t 3B0-65 ft _80. 01 ft .80 9.61 ft/s 20.41 i n -� Tjq IS �e �"T IS baSei( 595. 52 i n' nat brr: LT 61.39 i n or1 i G �d i nvrc� ICfFa"\ 9.70 in 3(3�r�87 mvstf� .14 min 64.61 cfs 9.14 ft/s ------------------------------------- ---------------------------- - -- SCG _shte_f y � Gv/ve. - f 01 PRC,.LCT: GoIrel.SOY DESIGNER lrrr�fr" DATE _ &k1zh 3, HYDROLOGIC AND CHANNEL INFORMATION SKETCH STATION: E 1-313l. lD Alg 0r I Q2 = AHw - - _-► - _ T W TWI = TW2= EL.��,� So- L - EL Eo-7o T ALLOWABLE OUTLET VELOCITY s CULVERT TYPE Q SIZE HEADWATER COMPUTATION z cr 3[ x OUTLET VELOCITY COST COMMENTS INLET CONT. OUTLET CONTROL HW D Hw Ke d, d tD c2 h0 H 1-90 HW Grefe- �I-7S •� _� 1 0�, �.7,q o,2. Z I Z, 55 3,D Olt) 0,A- 3,14- 3,� 5.loD "r/ l� Par 3�3 0- use 304,o6 SUMMARY a RECOMMENDATIONS: .. �17 ******************************************************************************** BASIN HYDROGRAPH 3-04-87 Page 2 ******************************************************************************** HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 3-25 HYDROGRAPH NUMBER: 1 DESCRIPTOR: BASIN HYDROGRAPH MAX FLOW: 39.75 cis VOLUME: 1808049.60 ft3 TIME FLOW TIME FLOW TIME FLOW (min) (cis) (min) (cis) (min) (cfs) 0.00 0.00 620.00 33.45 1240.00 22.33 20.00 0.00 640.00 36.11 1260.00 22.00 40.00 0.00 660.00 37.93 1280.00 21.68 60.00 0.00 680.00 38.97 1300.00 21.39 80.00 0.00 700.00 39.50 1320.00 21.12 100.00 0.00 720.00 39.72 1340.00 20.86 120.00 0.00 740.00 39.57 1360.00 20.63 140.00 0.00 760.00 39.11 1380.00 20.42 160.00 0.00 780.00 38.46 1400.00 20.21 180.00 0.00 800.00 37.58 1420.00 20.02 200.00 0.00 820.00 36.48 1440.00 19.84 220.00 0.00 840.00 35.25 1460.00 19.39 240.00 0.00 860.00 33.89 1480.00 18.83 260.00 0.00 880.00 32.43 1500.00 18.13 2B0.00 0.00 900.00 30.94 1520.00 17.20 300.00 0.00 920.00 29.42 1540.00 16.16 320.00 .06 940.00 28.45 1560.00 15.01 340.00 .18 960.00 27.66 1580.00 13.60 360.00 .34 980.00 27.02 1600.00 12.07 380.00 .69 1000.00 26.52 1620.00 10.48 400.00 1.16 1020.00 26.08 1640.00 8.99 420.00 1.75 1040.00 25.66 1660.00 7.65 440.00 2.75 1060.00 25.30 1680.00 6.39 460.00 4.49 1080.00 24.96 1700.00 5.24 480.00 6.96 1100.00 24.61 1720.00 4.24 500.00 10.21 1120.00 24,30 1740.00 3.32 520.00 13.70 1140.00 24.00 1760.00 2.51 540.00 17.43 1160.00 23.68 1780.00 1.85 560.00 21.44 11B0.00 23.35 1800.00 1.27 580.00 25.46 1200.00 23.01 1820.00 .79 600.00 29.51 1220.00 22.67 1840.00 .43 Y7 ******************************************************************************** BASIN HYDROGRAPH 3-04-87 Page 3 TIME FLOW TIME FLOW TIME FLOW (min) (cfs) (min) (cfs) (min) (cfs) 1860.00 ________________________________________________________________________________ .18 1880.00 .02 1900.00 0.00 --- Flom FLOW (c�o) °u 2a 2e 24 z� �6 1e e 4 0 Q 222 4CJD GIDID 2`00 i13112 1202 1400 1E130 12213 TIME (min) DATE p BY - I-D-F CUFVE p TUr?IV YcAF OF ESM ina 45I soww.tu tan simt S., 106 It . — W.�lw..po,,, 7a055 DOW 223- 5628 Loccfion of r e pp Tributar n point1 cn o ocentr. ation Time of Concenfrafion ainfal f inters- InY e% /nv. e% Leng,h ity Q= CM of pt at of of con ne rIpf pipe `� j I I �8 d �Z 140, 40 DicmE, sr Grade. Q Uei Theo. Comr, °; _ r�1 i n= J, ;;�Y 1r 15, Il fr r) s eciric oreos noted) 4cc,-,m. Tcto/ Areo Acres Runoff fo.tor No. Acres /00, Iota/ A C. aI prevp Q��� rn pipe Iota/ from of ot, /asf pt of cone 11; From T o �� �� I t�#IZ ► °, °�Id,o�! � �I<< �, I1z-� !���- L2 0.e�/?i3�i���11�'I��� I I I I ��i3 ' , �� LO -? 1 el, ►� ► o I ►t� lo,�l 17- IZ (7�4z1 ►11 I I I I I I I I I i I I I .I I Gb Z� I 25 I n, coo I �01 2 I D I o qZ �' III , I t �o I b. z� I °,? F4Os;I- �rr25 I 1 I62 ac��Illt� �f0�5,—1 �d l -I 14. I� 1 I " 3 3 I o,�� Iq q� ��I`Z 11 ,� I I�� 1`�-o I Ito i�}.o(� 0 J0B NO. 2°>C); -OZ - E 6-3 D14E CURVF i��<%"J/� RF TURN BY D. � �• Yc A /U ESM inc, A Si/c"T 11 0r •S, ,p), k eR Sw[ 106 R[ron Qau ilssa2e Way. pon.9a03S Locution of pipe TribVtC,' (7t point Of c_o17Centrotjon from ecifiC crees notedl Ac �•rn. Tcfo/ Time of Qil7fCZl Concentration /nr.el /nv. eL Length Grode Di cm Ft 2r Q Argo acres rrunoff fcClor Acres /OO:o AC• total m pipe tutu/ ity Q= C/A at pt of of Ve/ TheCor;,11 From To No. jintens- �� 1 a „ et from of pt. �� 1� of con next pf pret!p�'�last pt. of conC pipe % n= D. G��t FBI j V o I I Dicz I 1 I T� 6 I 1 i �. � I��I o•Z� I •I�o �•�� IZ�.(� I�. �O I ��-z l I•�%`J �•�o i i�i �I �� i 7���1�-�✓ I �i7`� I � �� I�� I � HI � � —► D I D,2(v I p �b I � .mac.(! I I �t :i �w� r I I , ��7 { I I I �, �i I� I `' I I I I I , � I ' • � I 11-2 r> lo,1�, o• 1010) I c97I�a� l l� I�Z7 I�.� I i� I �� I I�97 I I--- � ►—; i 11 0 ( ��-z l o. �� I �� I 1 �� I ��� `, � I��oo 11,s� 13.27 i Z2 8 G o o•��I �v�o I�qa II,� !� I I�.� I i �v 5.� i�i����� Ior20I��7 171zw ' o �, 15 0�r l- I I I I I I I I I I I I •7,�a I� ,� I I, I1n i z �> I �%z �i ?v 10. �o i I I �I L I I I t i I 1 storm ,5ev/ r VesiGn Coo= Gtions ✓OB DATE - ► 9 -' /-D-F CURVE RE TURN YEAR J SY �G .sxE� T l4 of ESM ina 'Sr Sou,l...e,r IWI Street S„ae 106 Rc—u W+o—ve-. )aosS cow M-S62R Location of pipe T-lbutory o Point of concentration lime of Concentration vinf� intens- it 11 0= C/A /nv.e% of pt. ofcon Inv. el at nextpt Length of pipe Grade % Vel Di cm et 2r Q F�l1 fr r7 rcirc cress nofedi Acctrn. ota/ Theo. Comr, ANo. Acres `5 �� Runof fo�clor \` Acres To " /00% AC.n toto/ at pr6V p rn pipe from /ost pt. totes/ at pt. of cone From To n= D /�I Did �j �.43 /.9- -�2.08 �Ci��� I Z,�L I �•°/ I }�j �'U I Z �/0 lrOr�I� I I I I I I - - I G--" — �D _TH �. ( ��.9I v. �1 I '.j I �• `t 3 /jL� I � ��`I `�%���I ��� � I J. ��% ./� �i� l � 1 �� I � l�/ �.�7i (�� I �� 1 ,4 1 l-7 �l I I�/U �� O ✓) lr I / ✓ / �/71 ✓ f �I v / �Z �- i • I i I I I I I I I I i --►---I I I I I I I I I i I I I I I I I I I I I I I I I I I I I i t I I I I• I I I i I� I I I 1 I I I I 11 ✓03 No. D.4Tc /-D-F CUh'Vc pe5ljr vl Pc TURN YcAP ESM ina 45, 5-- -eu f01n QW 2lb 362d Locction of pipe TribU}Cry (7t AOi/71 Of c-oncentrOtlon Acr.m. Teal Time of Concentrotion lYa i>y Q= C/A �� j� /ny.e% /nr eL Length Grade of pt cl of loIr connextpf pipe % (Dl Gm e t 2r Ve/. Theo. Co ,r, n- I I r�To fr n s�ecir"ic ereos noted( Acres Runoff Areo foclor No. •• �� Acres /00% 110/c/ AC of prerp/ast in Pipe totes/ from ct pt. pt. of cone G l- I GIB /� r �• C�12� a 1 �l �,I� ' `1 I 1 ! �a a Z o �=1 G° !I11 .44 ,5 I ,10 Imd� 01�11 ?117011,0✓ I � • I ;--- � G�'�Zl _I) I D. I I I i I 1 o.l i 0• I I I 11,t�1 I 10,11 I i I I I�- l' ;-rr« .I I I I JOB NO. D,4TE /-D-F CURVE �e''�I�n RETURN YE,4R 1'J ,SHc�T f7 OF ESM ina 45t Sourl..Ti tan u,,.m Swt 106 X� OW 223-5428 1Tribvla,-y o Acint of concentrction I Time of Location of pipe frr7 eciric areas nofedl Acorn. Tctal Concentration acres r�unoft acres /OO�o to/c/ m p!ve toto/ Area factor AC. c/ from c/ pt. From To NO. f ,� j prerp4'�/ast pt. of cone CUf %j I i � I I I IT o I 1 1 1 I�.1 irfal Diamel2r k-;,7.If6I7S- /nY e% Inv. el Length Grade Theo. Comr, it Q= C/A at pt. at of fie% �i of can nextpt pipe % n= 0.0 ./ r � /ol Dices ( � 1s�'!��1.rDy1 Q I F 11 `-' I I 'M,0 V .CJ I �lUl% I l�'7 CJi�I // i��`�/I I I•✓� I �� I i�� !�11 �� Ir lrj, OO �'�/� d-V4 I O'_ �I r�2 vU G9' �i21 ��CU ���� I"%'���"� ��r'r�� �I ���� ! ?�� I �•,— 1 vj�� I �J. I i I I I I I I I I I •I I l l i l l i l f l l l l l l l i l i 1 I I I I T-T I I I I I I ! I I I 1 1 1 1 1 I I I I( I I I I I II I I I 1 I I I i i• I i I I � -I I I II L I I I _ 0121111 u&s iUL L OrilLUi UT/OT1,5 SOB 110. DATE /-D-F CURVE Z�ir�I� �i✓ RE T URN YEAR l 1) BY SHZH T OF ESM inc. 451 SDIXI v 10th 51.eR Sue, 106 Re-.— W,,J—Vp . 96055 CWW 226.562E Location of pipe Tributory at Point of c_oncentrotion Time of Concenlretion ainfal intens- it �� y p= C/A /nv.e% at pt. of con /nv. eL at next pf Length of pipe Grcde Ve% Di cm et er Q �u I i fr rr s eciiic cress noted) ,4ccvm. Totals! Theo. Cora Ar A Acres Runofl factor �+ „ Acres o „ /00% A C. :L n to/a/ at prev.'C h7,01 pe from /ast pt toto/ of pt. of cone From T o n= � /ol Disc P I I I ��' 0�1) n.�"'% 0-A�Z !� � I o'�� I �-"� I �.�3 �'�l 3� �'% 2��% (�� 12•�°J h•� %r" � III �.� I ' '�. r .'�i`1 f �l.i • v I �� I � il' �� I . ✓'� I I .%'�'� '✓�4�� I '!� � I ��i' 1 � �!'. J I , i I i :i %o� � I I (PL. o01. I �•y� I I I I 1 ►I i I I I I I I I I I I I� IT i l i l i i l l l l I i I I I I I i I I I I I I I I I ! I ! I I LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** JOB TR-20 FULLPRINT SUMMARY TITLE CEP WINDSOR ALLOWABLE RELEASE 3 STRUCT 1 8 385.41 0.00 0.00 8 385.91 1.70 .0484894 8 386.41 4.48 .0969789 8 386.91 7.63 .1454683 8 387.41 10.83 .1939578 8 388.41 22.11 .2909367 8 394.98 45.75 7.8929541 9 ENDTBL 3 STRUCT 3 8 384.35 0.00 0.0O 8 384.60 0.30 ,0517398 8 384.85 0.79 .1034797 8 385.10 1.35 .1552195 8 385.35 1.91 .2069594 8 385.85 3.91 .3104391 8 386.30 4.37 .5793205 8 387.65 377.39 1.6733728 9 ENDTBL 3 STRUCT 4 8 382.95 0.00 0.00 8 383.58 2.97 0.000001 8 384.20 7.83 0.000002 8 384.83 13.34 0.000003 8 385.45 18.92 0.000004 8 386.70 38.62 .1251028 8 394.14 77.01 6.6366951 9 ENDTBL 3 STRUCT 2 8 383.3 0.00 0.00 8 383.5 .048544 .0094794 8 384.0 .090817 .0331777 8 - 384.5 .118908 .0568761 � 385.5 .161002 .1042729 8 385.78 .170941 .1175440 8 386.5 .310748 .1516696 8 387.0 .360538 .1753680 8 387.5 .402630 .1990664 8 388.0 .440019 .2227648 8 388.26 .458095 .2350879 8 389.00 .651577 .2701615 8 389.5 .724119 .2938599 8 390.0 .786912 .3175583 LIST OF INPUT DATA (CONTINUED)********************** 8 390.5 .843576 .3412567 8 390.73 .868091 .3521579 8 391.53 18.64187 .4364656 9 ENDTBL 6 RUNOFF 1 1 1 .363688 78. 3.855 1 1 1 1 1 6 RUNOFF 1 2 5 .01753 87. .2667 1 1 1 1 1 6 ADDHYD 4 3 1 5 6 1 1 1 1 1 1 6 RUNOFF 1 4 4 .37125 78. 3.855 1 1 1 1 1 6 RUNOFF 1 3 2 .0089531 72. .2888333 1 1 1 1 1 6 ADDHYD 4 3 4 2 7 1 1 1 1 1 1 ENDATA 7 INCREM 6 .10 7 COMPUT 7 1 1 3.5 1.0 3 2 1 01 7 COMPUT 7 2 2 3.5 1.0 3 2 1 01 7 COMPUT 7 4 4 3.5 1.0 3 2 1 01 7 COMPUT 7 3 3 2.5 1.O 3 2 1 01 ENDCMP 1 ENDJOB 2 OF 80-80 LIST******************************** DATA CHECK PROGRAM FOR TR-20 XEQ 12-18-87 08:55 (VERSION DATED SEPT. 1,1983) REV PC 09/83(.2) 1 2 3 4 5 6 7 8 12345678901234567890123456789012345678901234567890123456789012345678901234567890 ^ ^ ^ ^ ^ JOB TR-20 FULLPRINT SUMMARY TITLE CEP WINDSOR ALLOWABLE RELEASE 3 STRUCT 1 385.41 0.00 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.91 1.70 .0484894 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 386.41 4.48 .0969789 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 386.91 7.63 .1454683 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 387.41 10.83 .1939578 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 388.41 22.11 .2909367 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 394.98 45.75 7.8929541 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 9 ENDTBL ???NULL SITE 3 STRUCT 3 384.35 0.00 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.60 0.30 .0517398 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.85 0.79 .1034797 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.10 1.35 .1552195 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.35 1.91 .2069594 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.85 3.91 .3104391 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 386.30 4.37 .5793205 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 387.65 377.39 1.6733728 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 9 ENDTBL ???NULL SITE 3 STRUCT 4 382.95 0.00 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 383.58 2.97 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.20 7.83 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.83 13.34 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.45 18.92 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 386.70 38.62 .1251028 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 394.14 77.01 6.6366951 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 9 ENDTBL ???NULL SITE 3 STRUCT 2 383.3 0.00 0.00 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 383.5 .048544 .0094794 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.0 .090817 .0331777 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 384.5 .118908 .0568761 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.0 .141529 .0805745 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.5 .161002 .1042729 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 385.78 .170941 .1175440 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 386.5 .310748 .1516696 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 387.0 .360538 .1753680 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 387.5 .402630 .1990664 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 388.0 .440019 .2227648 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 388.26 .458095 .2350879 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 389.00 .651577 .2701615 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 389.5 .724119 .2938599 ***UNEXPECTED RECORD TYPE - RECORD IGNORED o.o ./ublflz .-�:, I/oou� ***UNEXPECTED RECORD TYPE - RECORD IGNORED 390.5 .843576 .3412567 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 390.73 .868091 .3521579 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 391.53 18.64187 .4364656 ***UNEXPECTED RECORD TYPE - RECORD IGNORED 9 ENDTBL ???NULL SITE 6 RUNOFF 1 1 1 .363688 78. 3.855 6 RUNOFF 1 2 5 .01753 87. .2667 6 ADDHYD 4 1 5 6 ***NO XSECTION OR STRUCTURE NUMBER 6 RUNOFF 1 4 4 .37125 78. 3.855 6 RUNOFF 1 3 2 .0089531 72. .2888333 6 ADDHYD 4 4 2 7 ***NO XSECTION OR STRUCTURE NUMBER ENDATA >>>TOTAL DRAINAGE AREA IS .76 SO MI >>>HYDROGRAPHS REMAIN IN LOCATIONS 6,7 7 INCREM 6 .10 7 COMPUT 7 1 1 3.5 1.0 ???RAIN TABLE 3 NOT LOADED (INCLUDED IN TR-20) ***TRAILING BLANKS IN INTEGER FIELD FROM 70 - 71 7 COMPUT 7 2 2 3.5 1.0 ***TRAILING BLANKS IN INTEGER FIELD FROM 70 - 71 7 COMPUT 7 4 4 3.5 1.0 ***TRAILING BLANKS IN INTEGER FIELD FROM 70 - 71 7 COMPUT 7 3 3 2.5 1.0 ***TRAILING BLANKS IN INTEGER FIELD FROM 70 - 71 ENDCMP 1 ENDCMP 1 ENDJOB 2 >>> NO. STORMS = 1 >>> NO. ALTERNATES = 1 >>> NO. STANDARD CONTROLS = 6 11 111 11 111 111111 11 111 11 111 111111 32 1 1 32 1 1 32 1 1 32 1 1 ^ ^ ^ ^ ^ 1 2 3 4 5 6 7 8 12345678901234567890123456789012345678901234567890123456789012345678901234567890 COMPUTATION SHEET 9 JOB NO. OG -UwS8 DATE Cf7 SHEET OF '.IFJIYv inc. JOB NAME LIZ % L t A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY l/•T -Ci CHK. BY CONSULTING FIRM // /• 941 Powell Ave. SW. Suite 100 Renton Washington, 98055-f•T�`� 7 / S (206) 228-5628 CONTENTS (� / (/"t'T v T�Pl U A6 / o k C r ONAt STMM WATER UTILITY RECEIVED JAN 2 7 1988 COMPUTATION SHEET JOB NO. DATE IzIZ5 7 _ SHEET OF ESM inc JOB NAME W I I-�17'�B� pLl4C E. A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY y �, CHK.BY CONSULTING FIRM /1 941 Powell Ave. SW, Suite 100 Renton Washington, 9W55 C'.�,� R_� _ (2a)ug-5F2g CONTENTS �i1P( VYV Yt C.Ii�C.E/ COMPUTATION SHEET ESM ina JOB NO. 097'04' 0�0 3 DATE lZ Z 3 07% SHEET OF JOB NAME w,32�?-- A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM , 941 Powell Ave. SW, Suite 100 Renton Washington, 99055 (206) 2ee-5628 CONTENTS ' N --- Q `r -- Q i( �4 -.... G • G�0 2 61/s_ VV�"�S p L Y\� y JA( c a-�S , ov b A- (=;;i • to 0 t . cad PC:= e-0, I CL jA-a; w-�o-t-r�r '_ -�a 0, s LA)Oit_ 4-o St a. cam'• 2�(( G9-+�� t c,�,t.Q V wt cvt- i�^-2 S t E , GE�J 11- ? l-t e, CAM '+°li 14. W4 CftV1-G C.t.t.Q L OC CA- � � U-)h dl'o c�hS uuj,� eA4tJiv eA- o t sf ,Nvod.a.Q +Q s-u'�C U -ova- jt ba '& Ccb Cl co L ' C"o Prac4 . b '� OA b t-�e r r es p'of10 v � r� �� 5 t� • � . � - tr0chs - b�b �cr,OL, q- ce�-� • cw�.+�.-� o.%� S . � . �`t�'� Pam' '� s cam. COMPUTATION SHEET JOB NO. Z! %-0L �3DATE (Z ?) SHEET OF ESM inc. A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 2.28-5628 JOBNAME }�L� COMP. BY S Qj C��HK. BY CONTENTS -�s G Orrd 2_r 4_ _�c�s�v� c✓v . acQ�eo(_ w ch,- - -- .-- _ ITV rc a r6u*�o� _ ` Oa �_ -?,S 2 4� -- 4 +4— cems-c, `C�- _ _ - letivw _ _vj)-1r-A� _ . _. 'U b Cam. _. uor"O- - c."AL)d c� - . s010 bcnw�. G. _ cwd . _w `��u ©vim-71 _ Ceu jot)c I clr_eca�,�,�e�_ _ ccw� c� wJ jj � il"u�.e�-�.Gv_ erl. _ _u_ -a../ _ nv . _ , _ ?bo"d�. _ _ P (e�.�o.� Kpte - da•J T'� �P,(� c-c#� it �cc� �� �CLA'-)6r .� w4,o cad ��� 4 COMPUTATION SHEET JOB NO. M' 0L e&3. Z Z�2�7 \i1 DATE SHEET OF ESM inc. Q JOB NAME W ���� �!LiLe" A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY v �J CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 9WSS J � (GG.IIISSSLLL GS ha) 226-5626 CONTENTS \1J V �- \J ---------------------- -- ------ ------ -- - -- ---- -- -- - -- -I l,-k.2 -- - ---- - _ _ 1��A '(C�_ CptM� - - - `� ✓� 1 �-� _ _ . _ _ _ Qii/_ _ _ . - - - -- VlrtQ.NvQ _ - -- -- --- -- - - - -r --}--- _--r-_---._--:---.-.-«-_--. -- — — — — — — - — — — — — — — JOB NO. 2� `�OZ�DATE - Z IG� SHEET OF t COMPUTATION SHEET ESM ina A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 9W55 (206) 228.5628 JOB NAME W� �50?- PI 4-4-7-- COMP. BY �w\"6 • CHK. BY CONTENTS �`, '- �'f ✓�f�--� - --_'�•Cuv�. -- : t�'�:_ _LIB tL) - '� _�� 1%�P.r�'�cP ---� �� . -�- - - -?cc� �C.ew`{Yo. �-- -w— ala— -a Lou GJt1�._�-��'G�•_ Gtk.Qitk,.-i -XrL- ��iJ�-�-0j►•�'�---- �a --►.�m'�`"c - - :_1 is -STD- --- ----,-; ------�--------= -;--- CL �oV . d'l2 � �o�c"Z•-C1�.�o _ c l�t5 Vko�. -' �cv%. o Mc__� . �4,c) d1�-G+,vh�v>J_cw� uerts -loot,- p iwt - -I `�`'� - �� �iB .U•d� Z.t��t/'^ AAe, -M�er�t �� G'�.pi�.� 4 _ Sl✓� 4 Ci 'C7,cE�A-[ I G �J = _T/ U � >`�r .'•,..-tl�-�� _ `�'4'✓ v. e,- ��_ -`-C'.lr?U-AJWtiQ - _ - - _ (lam}`�%✓�Wv .1_t9'�✓ _'- �U l��!� _G'J. 1 Zc_: Cv _ ti0 � n�✓. 2.0 zt,' ca�rc� tS 44 w oiv,,4 _ oUajr_tic -vil! r _ T 1 • lit _I -la _2. - _ . 2loD_ _ �s = 3.� `�aY} �•a-ao �ao•i<u�P� _ 1- �- 3.1 2 � r7o _- 30• D a ss ####•�###•�##•if•#######•ti•########•)f•#•##•if�•##########ii•#�(••!P#######•:E•it•###-i(######•lF######•iiF##### 3- 1 _00 Page 2 HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: HYDROGRAPH NUMBER: 1 DESCRIPTOR: BASIN 1 EX. ^5yrI24hr- MAX FLOW: 5." c-f5 VOLUME: 7B�52.44 •Ft= — Flout FL014 i 0_ -f = 'f 6.0 #.- 3.6 3.0 2 .4 i_2 I - - fE5 �65 5£5 ?65 365 liti5 1�65 TTIE (min) COMPUTATION SHEET ESM inc. JOB NO. Z��'i DATE Z 2�J r SHEET OF JOB NAME 012SO"2 Pt.il�'—/-E A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY 1 4 . CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-56ee CONTENTS 5! J/� - v-4 _ _ wt ---��.15�.` -- .vDa�t6u4_ _�.�I'� � �r0_•_ — t' "'�-Y-�i�'?. _ T� _ Cs'M .Q�li"C� _. ��'�'�'— — -- _- -- -1 �—',d� — C.e�r . _ _C �-- _ x- . _ � _ ��2,��_ 1..c,U.e _� •.��. _ � p re�c . _ lZG�o' +_-- - --- -- i. _�_-_-1.8� hock 17�.u�y,•� . S�,�y2- W-- � _ . _20• o ell r 1,'I 17 (o - - - - - - - - - - .cam ou" SIn av�a . COMPUTATION SHEET ESM inc. JOB NO. ZG%2-07-2��7> DATE SHEET OF JOB NAME �Qy,SO f �*CJG A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228.5628 CONTENTS '�VUIJ �!('� A/1+L, GC -"�R . - --- -- - - - --- -------1- ---- , Uj �� _ puQAUM"_tr.- _ pw-s _ _ 4nc�F_� _ _- _cRa.e c,,o _ __ l�t:u po- _ CLk - t . -c.�' -•} o _ `E _ . cc? . _U� we _ �"n _ r = 41 1. �O0 _ . 41,11 2!a 0 c �. 5 . _ �l `f�!� cd%fw S.t�l ..- c�. • ,oa vl�h-r'o'ccd V-�5*t,Jwc� to � � l HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 3-100 -------------------------------------------------------------------------------- HYDROGRAPH NUMBER: 2 DESCRIPTOR: BASIN #2 EX. 25Yr/24hr MAX FLOW: 19.20 rfs VOLUME: 408571.18 ft= ------------------------------------------------------------------------------------- - F1ow F-L011 20 T 1211 ae II a4 1 22! 13 55 :155 E55 355 1055 1255 1455 TIME (min) COMPUTATION SHEET JOB NO. Z�ol'OZ -� 3 DATE L Z'� 7 SHEET OF ESM inc. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �' CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 J2061228-5628 CONTENTS ---- --- -- -- ----------- -- - -- - ----- - -- --- --- -- -- `� 1 Avi I -bcc,ovw•eo-- and S-E•_t1� o-f_-- • ---- �---- ._-- ____ __ ..__ ---: -- _ _ m-- -- - - - - Are� _l�� . 7 C A. I-21;, 1-0 tA- _14- +D t 5 C) 1 (/ %A V4ou � T 1 Lot-TO -O 'C,Q � � • �i COMPUTATION SHEET JOB NO. oZ'� DATE IZ�v �� SHEET OF ESM inc. JOB NAME WIP7D 2 z A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �' CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 S�X� I�l us-5625 CONTENTS �J � I c) v. k- e&cc&r'7AAW_ _ `1� _ 1�1+nctSer _ _ l c,.,e,¢, _ s�� •- _ _`� �_s�ea�J_ � cJ3u�o� - �e�s CAW_ �/-- ---4�-.mac,-- -!G-ce -G - =- --=- -- --- fix pf rcs°} - -� - -.�- -- 5,e,-- ----� - - ) m/0 004-n � _ �70:0 COMPUTATION SHEET JOB NO. 2�Jol'�Z" '�3 DATE 17-Z;%� SHEET OF ESM inc. JOB NAME W 0 4 SIOZ A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM r 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS y COMPUTATION SHEET JOB NO. DATE 2 2'� SHEET OF ESM ina JOB NAME ACIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �1-� CHK. BY CONSULTING FIRM 941 225-56Ave- SW, Suite 100 Renton Washington, 96055 CONTENTS � VNJ ��.tM. -�--(���, SJbEx+,a�vv. _P�reu� - LTC 1- 0 _-4G -fw-isi "s _ c,4 e;4 w e , ,Q �P - - �. 6A) (Art)- (veG ?<to (u-14- 8 0.1 Z .O-4- _ I1 0•ZCo O.1Z 0•ze�) 0.2 P-� 6).7- 0-ZZ - Zw - O• zl 0-08 ZZ_ —0.10 2/ p- 12 D-02 t� 0-tl 0•l� S o- /¢ 0• ;�)S D-!� 2 0- t 7 3 O-�I O•�1 Z5 _ o• z� 0-11 - _ . D• 1 �7 _.fig 0.4-e� �¢ D•5Z 87 0.4� �7 040 S � • 58 - J 3 • p• 32 l7 to - 4�4 1 talc r\Aiv\ . - COMPUTATION SHEET ESM inc. JOB NO. li, rJ1-02' -CJnn!H-�D1AT,IE�Zcc L� SHEET OF JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY ) CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 90055 C / LS (206) ua-5eie CONTENTS — v� 1 1 -----------' -----_ _--- O -Lq cevt yLae f U�' J _ l 1 !vL. S - _M- ibo. xo PI u4V1.Ica" P�Qu Toth col: fit,-F, 4v'1 . z 4WL 1�,, A-( - L*3.(.;qz �ov�►�sT�-E�nn ��A. 0 'Oil FA COMPUTATION SHEET ESM inc. JOB NO.%�'DpDATE z Z'� �� SHEET OF JOB NAME �Q���.7�p1Cr 1Fi A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY , r✓ ✓" " CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS UI Gl fvV L(� (ram ---0►�`�'t•C �I1� -2,JSy _GOtJD.t�1Q -- - -- ---- - --- ---- -SP.P�-.V1D4w c'"J\ -- --- -- -- -- __�_�Z--- -- ---�"�� -- -----D_%D_ -- ---�Z -- 55 --- - - �� --- --- -- - -�- D--'S -- ZJ — l� - - �ec1. -'Jot w��K._G �, _ off. j��,.� �• viol U'j)0.-31�" a� U) I'A aaI'� i'\K ToE-cle -- - ---- --- --- 3�1i2� _ 12(n•?Z _- -- I�a��l . -----Q�'2�-- -- - ��� n0��� 1�,2?Z --- COMPUTATION SHEET ESM inc. JOB NO. j�'�Z��DATE` � SHEET OF JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM C n 941 P�B56 Ie. SW, Suite100 Renton Washington, 98055 CONTENTS � G -- - - - -- - = --��.1 _a'_W1NV-_��^_I_}...—t._! _t_ ��=SSY'•±�CIW ._—+—�—.� t--F=-L=1==—__-- ! ! I I ! --- - - --�- --- -- - --- ---- --- -- -- ;�y------- _-----,� sell --�-r- - _ -- --------- - ----�--,,-LL- -- --------- - -- - --- - ,-- I ! I I ! ___�_�-__-____-__-- COMPUTATION SHEET JOB NO. "M-0Z. �3 7- DATE ( SHEET OF ESM inG0 JOB NAME 11�J )V%7250P— fllkk' A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY 16 - CHK. BY CONSULTING FIRM T� 941 Po well SW, salts 100 Renton Washington, 98055 CONTENTS BASIN DATA BASIN FILE, UNUSED FILE RECORDS: 4 16-50 BASIN DATA BASIN FILE, UNUSED FILE RECORDS: 16-5i i BASIN NUMBER: BASIN DESCRIPTOR: INITIAL TIME CONC: BASIN AREA: SCS CURVE NUMBER: WATERCOURSE 1 BASIN 1 EXIST 17.20 min 9.60 acre 88.000 � --- LENGTH (ft) TIME CONCENTRATION: 17.20 min TYPE SLOPE VELOCITY ( ---) () (ft!s) STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 3 ******************************************************************************** BASIN NUMBER: 2 BASIN DESCRIPTOR: BASIN 2 EXIST INITIAL TIME CONC: 41.70 min BASIN AREA: 65.93 acres SCS CURVE NUMBER: 81.000 --- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---> (%) (ft/s) TIME CONCENTRATION: 41.70 min BASIN NUMBER BASIN DESCRIPTOR: BASIN 3 EXIST INITIAL TIME CONC: 25.30 min BASIN AREA: 16.09 acres SCS CURVE NUMBER: 83.000 --- WATERCOURSE LENGTH TYPE SLOPE VELOCITY oft) (---) (%) (ft/s) TIME CONCENTRATION: 25,30 min BASIN NUMBER: BASIN DESCRIPTOR: INITIAL TIME CONC: BASIN AREA: SCS CURVE NUMBER: WATERCOURSE TIME CONCENTRATION: 4 BASIN No. 4 EXIST 211.70 min 58.78 acres 77.000 --- LENGTH (ft) 211.70 min BASIN NUMBER: 5 BASIN DESCRIPTOR: SUBBASIN *-57rf24hr EX' INITIAL TIME CONC: 10.00 min BASIN AREA: 1.25 acres SCS CURVE NUMBER: 78.000 --- TYPE (---) SLOPE VELOCITY (%) (ft/s) ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 4 ******************************************************************************** WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---) (%) (ft/s) 1 60.00 4 1.50 1.22 2 240.00 1 7.92 .70 TIME CONCENTRATION: 16.53 min BASIN NUMBER: 6 BASIN DESCRIPTOR: SUBBASIN B INITIAL TIME CONC: 10.00 min BASIN AREA: 5.42 acres SCS CURVE NUMBER: 79.000 --- WATERCOURSE LENGTH TYPE (ft) (---) 1 400.00 1 2 280.00 3 TIME CONCENTRATION: 30.76 min BASIN NUMBER: 7 BASIN DESCRIPTOR: SUBBASIN C INITIAL TIME CONC: 10.00 min BASIN AREA: 3.93 acres SCS CURVE NUMBER: 78.000 --- WATERCOURSE LENGTH TYPE 1 300.00 2 2 240.00 2 3 200.00 5 TIME CONCENTRATION: 20.16 min BASIN NUMBER: 8 BASIN DESCRIPTOR: SUBBASIN D INITIAL TIME CONC: 10.00 min BASIN AREA: .57 acres SCS CURVE NUMBER: 77.000 --- SLOPE VELOCITY (%) (ft/s> 2'25 '38 4.20 1.45 SLOPE VELOCITY (%) (ft/s) 3.67 .90 8.33 1.36 1.80 2.01 STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12--21-87 1-00 Page 5 * � � ji- � it #' tk � � �i"3i' -�E- �f' :�..�..�..3F'�• aF'#•'n � # •if•'�' 3� #• •3� •3F •3� i4 '�• � # :f •ii' •)4• -k # �i• :4 iF •3f• if' � •3(• iF'?4• � � iF'� �' �c iF if iE=�'iE'�E •�• -f •� # � •34• •i� � -%• �e' :+F �i' ?F �z � -k• #• �e•'�- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---) O (ft/s) 1. 200.00 2 5.25 1.08 TIME CONCENTRATION: 13.09 i9 m i n BASIN NUMBER: 9 BASIN DESCRIPTOR: SUBBAS I N E ", - INITlAL TINE CDNC: 10.00 min BASIN AREA: 1.47 acres SCS CURVE NUMBER: 78.000 ---- WATERCOURSE COURSE LENGTH TYPE SLOPE 'VELOCITY (ft) (---> (%) (ftis) 1 240. 0 ) 2 5. 0! ? 1.05 TIME CONCENTRATION: 13.81 min BASIN NUMBER: BASIN DESCRIPTOR: INITIAL TIME CONC: BASIN AREA: SCS CURVE NUNBER: WATERCOURSE 1. TIME CONCENTRATION: 10 SUBBAS I N - -G.i 10.00 mill 1.30 acres 79.000 ---- LENGTH TYPE (ft) (---i 105. t )i_i 130.00 `' 14.36 min BASIN NUNDER: 11 BASIN DESCRIPTOR: SUBBAS I N G RE SLOPE VELOCITY (%) (ft/s) B. 10 1.34 ^. 0 .71 INITIAL TIME CONC: 10.00 min BASIN AREA: 1 . 79 acres SCS CURVE i•JUNDER : 79.000 --- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) ---) (i:) (ft/s) #####•3i•-ic###�•###�i•##�•'�•ii•#########•#•it#�'r#•.�i•#########•it####•?F#iF#ir#####•fr####x•#iF##�i•-7F•3f••ii•�k•#?4.3F••?iE•#�!• STORM DRAIN CALCS FOR W I NDSOR PLACE, 299-02-B63 , 12-2 = -87 _ 1-G-) Page 6 i 240.00 4 . 5(:,) .71 i 9 : 0. 00 - 6. 30 1 . 7 7 i _ ��--77 210. 00 S 5.70 _ . 52, TIME CONCENTRATION: 18.40 min BASIN NUMBER: 13 BASIN DESCRIPTOR: ONSITE BASIN No. 1 INITIAL TIME CONC: 16.00 min BASIN AREA: 7.90 acres SC:S CURVE NUMBER: 39.000 WATERCOURSE LEND T 4-I TYPE SLOPE VELOC:.I7-i* (ft) (--- ) (%) (Ctis) TINE CONCENTRATION: 16.00 m i n BASIN NUMBERt 14 BASIN DESCRIPTOR: ONS I TE BASIN No. 2 INITIryI__ TIME CONC: "} P3 . •_J �: fi l 1 I I BASIN AREA: 2.49 _arcs SCS CURVE NUMBER: : 91.000 - --- WATERCOURSE LENGTH TYPE SLOPE_ VELOCITY (ft) (----) (%) (ftrS) TIME CONCENTRATION: 6.50 m i n POND DATA POND FILE, UNUSED FILE RECORDS: 6-10 FOND NUMBER: i POND DESCRIPTORz POND AT EX 24" CULVERT, PT.T#22 --------------- POND STORAGE ------------------ POND SHAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: 65184.27 ft3 el evf storage as input) CORRESPONDING ELEV: 395.78 f t POND BOTTOM ELEV : 385.41 f t ELEVATION STORAGE (ft) Qt^) 90 . 0() 19390. 00 ------------------- POND DISCHARGE -- T1• PE HEIGHT D I MEN 1 COEFF 1 COEFF 2: D I MEN 2 385.41 f t 24.00 in 3.270 .620 6 389.79 f t 60.00 f t 2.950 INITIAL WATER ELEVATION: 385.41 f t EVAPO-TRANSP I RAT I OPT LOSSES: 0.00 c f ELEVATION/DISCHARGE FOR OUTLET 1 : #•�i••34•ic#•3i•##•if-•�•3E-####•3F•-n•i(••#r##•§F3t##.h.############3F•###-ik-#•�!••�-3frjF####•!!•-R•##'##-!t••iit•##-�F•3t••3i•###-%•#•�!•######### STORM DRAIN CALCS FOR W I NDSOR PLACE, 299-02-863 , 1 C-2 -87 1-00 Page 18 #####-if•##if•#-i4-y(•##ye•�4-#•##•3E##•it#iF its#•##•if•####'St•#•le:t•!i••#•##ii-####-irif•##•a•-it#•'tr•-*•-3i•#it-i(-#•#�•##•iF#•IEaF#•;f#•3E##•3f•�•### ELEVATION DISCHARGE (ft) (cfs) 385.411 0.00 85.91 1.70 366.41 4.48 086.91 7. 6:' 387.41 10. 83 383.41 22.11 391 . 0.) 3 -4. 91 392.89 39.80 394.39 44.15 ELEVATION/DISCHARGE FOR OUTLET 2: ELEVATION DISCHARGE (ft) (cfs) 8 0.00 390.02 19.50 390.25 55.16 390.48 101.34 390.71 156.03 391.17 286.64 391.97 571.08 392.79 914.17 393.58 1307.19 374.39 1744.45 POND NUMBER: 2 POND DESCRIPTOR: SUBBASIN G CONTROL --------------- POND STORAGE --------------._._...- POND SHAPE, IRREGULAR (Eased on TOTAL INFLOW VOLUME: 965104.27 ft"_ elevistvrage as input) CORRESPONDING ELEV: 395.70 ft POND BOTTOM ELEV: Z34.15 ft ELEVATION STORAGE Qt) (ft3) 386.00 14875.00 390. 00 208911.00 --------------- POND DISCHARGE ---------------- TYPE HEIGHT D I MEN 1 COE FF 1 COEFF ? D I MEN 2 3B4. 35 f L 12.00 in -. 27(-) .620 6 386.30 f't 30.00 ft ._'. 950 * 'l- * * * * * * * * * * * _x * -.* -it * * * _:�r -1, _x * -k *, * * * _X.- * * i& * -.q' * * * * -4k' * * * * -* * * * * * * * * * * * .)(. ii.. %� * *'. 4' * * _;,_ X'_ * * * X. * * * * * * It. ..%, * * STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 19 **********************************************************************)(-********* INITIAL WATER ELEVATION: 384.35 ft ELEVATION/DISCHARGE FOR OUTLET 1: ELEVATION (ft) 384.35 384.60 384.85 385.1O 385.35 385'85 389.78 393.70 397.63 401.55 DISCHARGE (cfs) 0.00 .30 .79 1.35 1.91 3.91 8.67 11.63 13.97 15.97 ELEVATION/DISCHARGE FOR OUTLET 2: ELEVATION DISCHARGE (ft) (cfs) 386.30 0.00 387.06 157.18 387.83 444.59 388.59 816.76 389.35 1257.48 390.88 2310.14 393.55 4602.53 396.21 7367.60 398.88 10535'06 401.55 14059.05 POND NUMBER: 4 POND DESCRIPTOR: ONSITE BASIN i DETENTION PIPE --------------- POND STORAGE ---------------- POND SHAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: 965184.27 ft=, elev/stor age as input) CORRESPONDING ELEV: 395.78 ft POND BOTTOM ELEV: 391.77 ft ELEVATION (+t ) ?9'1.77 "96. 00 402. 00 STORAGE (-ft.') 0.00 11511.75 30862.76 POND DISCHARGE ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 20 ******************************************************************************** TYPE HEIGHT DIMEN 1 COEFF 1 COEFF 2 DIMEN 2 1 391.77 ft 2.25 in .620 1 395.18 ft 1.30 in .620 1 398.59 it 1.40 in .620 1 402.02 ft 18.00 in .620 INITIAL WATER ELEVATION: 391.77 ft EVAPO-TRANSPIRATION LOSSES: 0.00 cfs ELEVATION/DISCHARGE FOR OUTLET 1: ELEVATION DISCHARGE (ft) (cfs) 391.77 0.00 392.85 .14 393.93 .20 395.01 .25 396.0B .29 398.24 .35 402.02 .44 405.79 .51 409.57 .58 413.34 .64 ELEVATION/DISCHARGE FOR OUTLET 2: ELEVATION DISCHARGE (ft) (cfs) 395.18 0.00 396.09 .04 397.00 .06 397.90 .08 398.81 '09 400.63 .11 403.81 .13 406.99 .16 410.16 .18 413.34 .20 ELEVATION/DISCHARGE FOR OUTLET 3: ELEVATION DISCHARGE (ft) (cfs) 398.59 0.00 399.33 .05 400.07 .06 400.80 .08 401.54 .09 403.02 .11 ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 21 ******************************************************************************** 405.60 .14 408.18 .16 410.76 .19 413.34 .20 ELEVATION/DISCHARGE FOR OUTLET 4: ELEVATION DISCHARGE (ft) (cfs) 402.02 0.00 402.59 6.62 403'15 9.36 403.72 11.46 404.28 13.23 405.42 16.20 407.40 20.39 409.38 23'85 411.36 26.87 413.34 29.58 POND NUMBER: 5 POND DESCRIPTOR: ONSITE BASIN 2 DETENTION PIPE --------------- POND STORAGE --------------- POND SHAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: 965184.27 ft3 elev/storage as input) CORRESPONDING ELEV: 395.78 ft POND BOTTOM ELEV: 383.30 ft ELEVATION STORAGE (ft) (ft3) 383.30 0.00 387.25 5808.81 . 391'25 13852.80 --------------- POND DISCHARGE --------------- TYPE HEIGHT DIMEN 1 COEFF 1 COEFF 2 DIMEN 2 1 383.30 ft 1.25 in .620 1 385.95 ft .70 in .620 1 388.60 ft .40 in .620 1 391.25 ft 27.00 in .620 INITIAL WATER ELEVATION: 383.30 ft EVAPO-TRANSPIRATION LOSSES: 0.00 cfs ELEVATION/DISCHARGE FOR OUTLET 1: ELEVATION DISCHARGE (ft) (cfs) ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 22 ******************************************************************************** 383.30 0.00 383.92 .03 384.55 .05 385.17 .06 385.80 .07 387.04 .08 389.23 .10 391.41 .12 393.60 .14 395.78 .15 ELEVATION/DISCHARGE FOR OUTLET 2: ELEVATION (ft) 385.95 386.44 386'93 387.42 387.92 388.90 390.62 392.34 394.06 395.78 DISCHARGE (cfs) 0.00 .01 .01 .02 .02 .02 .03 .03 .04 .04 ELEVATION/DISCHARGE FOR OUTLET 3: ELEVATION DISCHARGE (ft) (cfs) 388.60 0.00 388.96 0.00 389.32 0.00 389.68 0.00 390.04 .01 390.75 .01 392.01 .01 393.27 .01 394.52 .01 395.78 .01 ELEVATION/DISCHARGE FOR OUTLET 4: ELEVATION (ft) 391.25 391.48 391.70 391.93 DISCHARGE (cfs) 0.00 9.42 13.32 16.31 ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 23 ******************************************************************************** 392.16 18.83 392.61 23.07 393.40 29.02 394.20 33.95 394.99 38.25 395.78 42.11 PIPE/CHANNEL DATA PIPE/CHANNEL FILE, UNUSED FILE RECORDS: W PIPE/CHriNNEL_. Nl.J1' BERi A. DATA TYPE- - CHANNEL DESCRIPTOR.- PROP. CHANNEL FROM OUTLET TO EXIST. 13" FLOW - DESIGkl 23.48 cfs DEPTH 1.07 f t SLOPE HYDRL .80 'i. WID7"0 11 4.00 ft 11rr,, --- SIDE SLOPE -L 3.00 H: 1 V -R 3.00 H:1°V INVERT !I-.1 INVERT OUT CHANNEL_ SLOPE .80 i% ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-663, 12-23-87 3- 1-00 Page 24 ******************************************************************************** HYDROGRAPH NUMBER: 5 DESCRIPTOR: HYDRO 1 Ts=110.5 MIN TO PT 22 MAX FLOW: 5.33 cfs VOLUME: 78252.44 ft3 FLOkJ. <ofu) -~ s.0 o'4 4'8 4.2 3.6 a.m 2.4 /'a 1'2 ^G m.o u7s U5 175 275 L075 1e75 m?s TIME (min) H DROGRA H DATA A HYDROL7Rtr-}1- H FILE, UNUSED FILE RECORDS: 46 —4`, 54-10 i iiYu-iOG%a=t=l-i NUf'iBf=n2 6 s-21.6 iiiit'i. i0 F='_' 22 - MAX i_=s,,;: L� ..�:�? c T=. VOLUME: 408571.18._ fit.; HYDROGRAPH DATA HYDROGRARH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYOROGRAPH NUMBER: 7 DESCRIPTOR: HYDRO 3 Ts=195.3 MIN TO PT 22 MAX FLOW: 6.15 Efs VOLUME: 107730.11 fte 422 zgQ g:c Iv c' !!aa !! 1, 2 !£20 | | � 218E (min) . HYDROGFiAPH DATA HYDROGRi21PH FILE, UNUSED FILE RECORDS: 4h•-i1-9 r4--1i=�['t H''e DRCir�� i=i F`f ! P i[_ihIT LMI=:: i DESC.'�;: I PTtOR : SUJ313i)S I N 5vr- /'x-"4h r EX HYPROGRAPH DATA HYLih:C.lGnrtPH FILE, UNUSED FILE RECORDS: 4h-4 7' J4— 100 HYDh:UGRAPH NL;NBE: R 2 9 DESCRIPTOR: 5UBLjr= S I N B 5 yr 124 hr EX MAX FLOWS 1.53 r._f_s VOLUME: 30802.75 rt3 •k• .4 :ki": t' -ic'ii' ;4..}{..k..�..:%t : _... ?rc..r. �..�.. �' •:� d:i...�..�..y�..>�..„..}�..7f•'ir #• Xi' �' i�c"#i' R •i+i• •#i• �• T' �i-3r #�`r �' �= iF--S: �.:{..rT y..;q..�' •ii• -i2"�• .?'r '`r^ ?i•'if $ i• =:+.' :i' r' :r'• +F :T. �M s� � ":�i"af•'ii' �' :�4' :�r it �ii�'fc STORM DRAIN CALCE FOR W I I'dli :iC. R PLACE, 2 r_., __t_yy ..._S63 12 - ._ --S - 1-00 Page 28 #'#' ::z' �Tr',i"P.- �:�"➢r #• :2' i#' -fi- .k :i- :R' k.'x :i' •Sc'f"e •ir'R' :S"'�• i!•• � :Y' • i• �•''r. '.. •R"'sr':t' :� #'� ;r tt if'.: "�"ri":�"ri' � ':t•'rs .r� .;i..s�..f .:,;..;r .; . �k..�.: _..�..#.'�' _, 'sY".`ai•'�f• :4'�• �' s�' iT'i;•'k'k -� •rF #'fi• :.k•'�' f I ! Flow FL0--J tj f T, P i I it • I It !� 2E� 4E5 UE5 381 1,235 1435 1 i TIPE- i;nini HYDROGRAPH DATA HYDROGRAEH FILE, UNUSED FILE RECORDS: 46.49 54-100 HYDROGRAPH NUMBER: IO DESCRIPTOR: SOBBASIN C 5yr/24hr EX MAX FLOW: .50 cfs VOLUME: 11240.78 ft3 FLOw (cis) .se _40 AS .am 25 .2g -10 .95 0. Sri 270 — Fl90 570 7z2 No INN 1370 TIME (min) HYDROGRAPH DATA f-IYDROG1,APH FILE, UNUSED FILE RECORDS: 46--49 54-10C) 1-T iD1 i'GRAF'H 1'•;UHEEJt=RI I DESCRIPTOR; SUBBAS I N D 5yr l24hr- EX MAXFLOW: .07 cis VOLUME: 1527.1 •ft3 t - — F- i FLt_tN i Opo T 4 i tl . B49 - . 042 .035 i� t 02 L 214 220 G ?S3 s'3cs i120 L23.0 I I If TIME t'tE i.m t n j I HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54.10o HYDROGRAPH NUMBER: 12 DESCRIPrOR: SUBBASIG E 5yr/24hr EX MAX FLOW: .20 cIs VOLUME: 41?2.49 ft3 --- Elo@ FLOW �cfo: HYDROBRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 --------------------------------------------------------------------------------- HYDROGRARH NUMBER: 13 DESCRIPTOR: SOBBASIN F 5yrZ24hr EX MAX FLOW: -------------------------------------------------------------------------------- .19 Efs VOLUME: 3949.3E ft3 FL OW .:e .,@ _IG .14 .12 .le .RS _@Q _04 .02 0.30 Soo Floe 2 262 Mo 1123 1220 TIME (min' H Y DROGRt"f='H DATA H`v'DROGRAPH FILE, UNUSED FILE RECORDS: fy6-4 i 54— 1 0C..) -------------------------------------------------------------------------------- !-I'r'i;ROGR:(aPH NUMBER: 14 DESCRIPTOR: SUE{BASIN u 25yr;24hr- EX MAX FLOW: .58 cfs VOLUME: 10168.35 ft --------------------------------------------------------------------------------- HYDROGRAPH DATA H Y DROGRAPH FILE, UNUSED FILE RECORDS: •i6_.49 `i 4 •- 1 t 0,, IYi.? K O G R A P7 '•_I U M B[..I=i : i ,:1 DESCRIPTOR: HYDRO +k 1 1. , ..:1._r B B A S I i`•.i i? T :; ._ 6 , 8 min MAX FLOW: .07 cfs VOLUME: 1527. 18 ft_= . ^. =============== HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 16 DESCRIPTOR: HYDRO #12, SUB8ASIN E 1-s=19.8 min MAX FLOW: .20 cfs VOLUME: 4192.49 ft3 HYDROGRAPH DATA H'YDROGi='A}=`H FILE, UNUSED FILE RECORDS: 46—.49 4 --10 i HY DROGRAPH NUi° BE : 17 DESCRIPTOR: HYDRO 1.= SUBBAS I N F i =8. ,4 MAX r L DW : .19 is f s VOLUME: : 3949.38 f t _ HYDROGRAPH DATA HY DROGRAPH FILE, UHUSED FILE RECORDS: 46-4? ti'r'iJROGia= PH N1Jt'lBc; R: Is DESCRIPTOR: EX 25yr- OFF L= + EX 5'yr L NS I E TIME (min) H`v DROGRAPH D1^1-f_A h YDROC=3Rr' PH r I L_E , UNUSED FILE RECORDS: 4 --49 54-100 H'p'DRi.JiaRl-it'f•-i NOP'IL-';c_R. 17' DESCRIPTOR: ## 1 S•r.', ROUTED THf;:U 24CULVERT MAX..Jiri: 22.94 r: r s •.=OLuT°iL: 905446. 2ii r'L^; . ^. ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 ________________________________________________________________________________ HYDROGRAPH NUMBER: 20 DESCRIPTOR: HYDRO 19 Ts=7 min. TO 12" CULVERT MAX FLOW: 22.94 cfs VOLUME: 905446.28 ft3 / HYDROSRAPH DATA H'r DROLiRA H FILE, UNUSED SED FILE RECORDS: 46-49 4 -- . ,_ 0 L .. f YDRLJGil;;-j{-H NUMBER: 2i DESCRIPTOR: #13+#14+#k10+#2 „ HYDRO AT 12" CULVERT MAX FLOW: 23.59 c r s VOLUME: 930804.79 f t_._ F L. O_ -! HYDIROGRAPH DATA H`i DROGRAPH FILE, UNUSED FILE RECORDS: 4h-4? 54--10Cl H�E'+:li_=;tt�--:r=i1= H NUi° 23.55BEE : 22 L= DSCR I i 'TOR : #; _ 1 ROUTED THRU POND 2 MAXh t� FLOW: cf s VOLUME: E: :3 C1Gl_ 4. 01 { t _ 1(I i F 1 ' FLOW 30 T I� + `? } i 4 1- ' 2 1 a- i I f l 25.G 53CD 250 11_0 ]4a0: IPS10 21291.3 2:3212 2EG0 :#--3F ?i-Q--fr# :#-•'fF�i•.� k h fi###-#i•#it#-1F•## k•3F•?F#######-Yr•itr#•iY###•#######•il•##•!F######�-##-ir####•ie•#+.•######-iF###:1F# STORM DRAIN CALC S FOR W I NDSOR PLACE, 29 I-•� 2-063 , 12-23-S r -- 1-00 Page 41 •R•#•if--ii-ii•###-is--3F•###�•-iF##�-#•3f•## ir#-3e•ii•#•R#####•�####•ft#•?4••51•#•3###############•?�•-#• ti•##'1t••?F#?i• ii•'�i•#?i•�t••?f•##•3i•###•�:- HYDROGRAPH DATA HYDROGRr±t= H FILE, UNUSED FILE RECORDS: HYDI OGRAPH NUMBER: 23 DESCRIPTOR: HYDRO 8, SUBBAS I Psi A, Ts=20.7 min MAX FLOW: .17 cf s .'vLUM!=. 3577.39 T !.• HYDROGRAPH DATA HYDF"tOGRF= PH FILE, UNUSED FILE RECORDS 46-49 54-- 1 Oi.) HYDROGft:t;t=H NUMBER: 24 DESCRIPTOR: 423+#2 +#9, ALLOWABoE "U" AT CONTROL PT. MAXFLOW: 24 .51 c.f s vOl_.U!''1F": , u5iG4. 2. f t.-.- Fjoul FLOW 1CIS) I 4 2_ )19 ,s 0 1'Su c i.'_'.w 2:3901' 2220 TIME min) HYDROGR PH DATA H`'r'DFiCIGR PH FILE, UNUSED FILE RECORDS: 46-4`-i 54- 10C) HYuf'[:)t-:iRt";PH NUMBER: 26 DESCRIPTOR: #4+# +#6+47 , 0 EX l+i / OUT SITE 25 yt'- E` 24hr- tfff.`+ FLOW: 23.45 f_i s VOLUME: 899726.74 -ft- ' TIME � i iir_ imi;��: =============== HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 ________________________________________________________________________________ HYDROGRAPH NUMBER: 27 DESCRIPTOR: #26 ROUTED THRU POND 1 MAX FLOW: 22.78 cfs VOLUME: 899726.60 ft3 ________________________________________________________________________________ Flom FLOW (cfo) ~" ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 43 ******************************************************************************** ________________________________________________________________________________ HYDROGRAPH NUMBER: 28 DESCRIPTOR: #27 ROUTED THRU 30" PIPE MAX FLOW: ---------- 22.78 cfs ------------- _________________________________________________________ VOLUME: 899726.60 ft3 Flom FLOW (cf�) ,� ================================================================================ HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 33 DESCRIPTOR: ONSITE BASIN 1 25yr/24hr MAX FLOW: 4.52 cfs VOLUME: 67442.16 ft3 yE0 1150 TIME (min) HYDROGRAPH DATA HYI?RUl. RAPH FILE, UNUSED FILL. RECORDS: a.6__49 54-1OC; H'v`I':r'tiCiG1= APi ! NUMBER: 4 DESCRIPTOR: ON 5 I TE BASIN 2 25yr- i 2'EI_- r MAX FLOW: 1.60 c rs VOLUME: 22965.98 r t-, ----------------------------------------------------------------------------------- r-- -- ---- ----- -- F 1 FL_%G HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54— 100 HYDROGRAPH NUMBER: 35 DESCRIPTOR: #33 ROUTED THRU DET. PIPE No. I MAX FLOW: .66 cTs VOLUME: 65244.14 ft3 — Flout FL&I frig "T .49 .421 150 4 5 23 P 01 AM ISSO 1050 195O 22SO 2S52 22SO TIME (min) ###'i##'R•�'####-!##'ir #'ik•'fc �c'iF ?-i{•ii•-3F'R'•-*!t'#-:�-#-#•#•9l--it•'i't-�;:#•7F#•3F###•}t-#yF•3t•tiF#•if•!t#•!F•-3#-if••iF##=k .�#'iF##'r ##=x'€r �t-'ff####•fF :i••� �1!•*•:'! STORM DRAIN CAL -CS FOR W I NDSOR PLACE, 299-02-86 = , 12— ' = —87 3— 1--0 j Page 45 3F 7i• �- •: i' -�e• •i�i' # 7i 3i• -k• # # •ir # •iF• •ri- tir # •'�• �t �t• :*i' •?t• ie• � �i• x• •x' �c # # # •ff' � � -f`t- -3t-'1: �E •3c •�i• # �i•'.: # # •#� �F -#- -i�t• -3oi- # -#• -�i• # •3t• -!F -:+r # # -3f- �r •3t• -it• "y..�'.e # it•'�- # yE• •ii -st'ir k ai• •:b- •#• �`r 1-iY DRUORAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46---1'7. 54-100 i-i`r'iii=:OGRt=i ='H NUMBER: 36 DESCR I I= TOR s 034 ROUTED THRU DET . PIPE No. `, MAX FLOW: .19 c f s VOLUME: 19098.74 f t--F FL r0. .20 iJ 2 _3G A 4 .32 si i . 34 .3 n130 1 4. 245 J 4•_i 45 GYM 2545 `aJ i ME f`fE (min) � H YDROGRAF'H DATA HYDROGRAF'H FILE, UNUSED FILE RECORDS: 46-49, -i'r L RClGRAr- FI NUMBER: =R: ?.' DESCRIPTOR: ri: 35+:kk'6+#i8 MAX FLOW 23.35 cis VOLUME: 984016.66 i - FL0Wl 27 24 —. F I Out ''4 TIME (min) ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 46 ******************************************************************************** HYDROGRAPH NUMBER: 38 DESCRIPTOR: #37 ROUTED THRU CHANNEL No. 1 MAX FLOW: 23.35 cfs VOLUME: 984016.66 ft3 ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 2�f 9/^/86-t730T :3WOlOA v3 :MO�� X�W 644:+t,T#+82# :8Ol6I83S3O 62 H6V89O8OV%H ^ COMPUTATION SHEET JOB NO. ZJ2-0Z W DATE f I SHEET OF ESM inc. m JOB NAME �y A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY� O1 1 fr/ CHK. BY CONSULTING FIRM 451 Southwest loth Street Suite 106 Renton, Washington 98055 CONTENTS (206) 228-5628 N WLDIrYy . . 0.14 ilk 7 . -l-a v;v.. Z 0 10 MT l� f 0A� p. I 0.:z:. : -D•olo .. o .&� . . ......_ 0. D. 1I& CIT.(?• Dram- D '�°� 0 •:�jD :.....:. 014 .... 0..04 p•� D . . .... - b 2°� fl• I .. p .0 5 0.C22 D. 0.,"')o 0, 1 �•Ic . :. -- ..- .. -Z� b.41 • COMPUTATION SHEET . JOB NO. 7/9 9 VZ 466 DATE SHEET OF ESM ina JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CONSULTING FIRM . O CHK. BY ' 451 Southwest 10th 5treet Suite 106 Renton, Washington 98055 CONTENTS (2061 228-5628 . Awl Dc. .� .�CIO ZZ p,b M... .:. 0, � � Y p. l f. _ 0: 05 . a i7 l Z nhAh op I 0. 0 Z ....... 0, oG p,7C2 lb•�o2 c1} mWZD COMPUTATION SHEET JOB NO. 7- g"OO -YA3 DATE ESM inc. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 98055 CONTENTS (206) 228-5628 CHK. BY SHEET 7 OF 'Y ------------- : Age .. .. 130 .. � � ..::: 5'- o � ..... .. Ad 10M s /sec* ; r _ o, V f/l T.=io.12. 1,4=11-4 fG e )0,0 4- D.10.E to 0-1 ve 6 4-0•l� •COMPUTATION SHEET Q pI�2 JOB NO.� DATE SHEET OF r ESM inc. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BYO CHK. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 98055 CONTENTS (206) 228-5628 N p �,�� shtl Ve j.) 0 5 = 2.4°l1 =- fel L '14Arc") T- o.e a7La 0 /(%�/T� I��GtiZ � S " � I a� . r ' UG� '�. Q • 2j�G � �.-r, l , .� ��CI,�; c�►�-� 'r s-� ��o°lam �•. Ve(-. 3,'1y!�%,) T - o.S Y� � Io.o �-^,4�. 17•� COMPUTATION SHEET 9 z 9 -OZ• �3 9-e r JOB NO. DATE b-17 SHEET OF ESM ina JOB NAME /!'7C/50� f �0C� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY S�t3 CHK. BY CONSULTING FIRM �•- 9641 Powell Ave. SW, Suite 100 Renton Washington, 98055 (�) 2�-56z8 CONTENTS I I --elk i ' iri�rivlous _ _ r�i'"4,`1'�Q�`�T- - -�-�- -£''' c=o9oC•9� C"o.zs�.J 0,90 --------------------------- ram. -- ____ ---- --- - -- --- --- ----- - - -- -- _._- --- COMPUTATION SHEET JOB NO. 2°2-07-JS6t; DATE 91SHEET ESM.inc: UJOB NAME �aCe A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 C rm (2a)228-5628 CONTENTS V L OF _ ,— &feel h- f/>e- Tufrl- - Ni k4 YmG S1 / P)'/v/, _ _% l:% prD�{� �/ a6vf -•U ' ¢ 6-r � mod_ l/yide�e/owW yob-rrsk� av7%e, _ Illel t? em"-/ rrIc Uhl/�lr vsh, 7 _ doorrt _ 601 / !S A/Wee-f-X xl' 0-- aV ellf �SVw/m6d'- c. /Irz o �' fla. i �l 2 64 ccCr�s s _ ell, zed bpi' Ole _ Vv' 4o 5 r v �brrlreri« l l 9¢ Mediam efel" j pr-,;*re- laps( IZ &-7) (Qr 6') S6boo/ / P,7rk<,' 23 7¢ Pres f lz,9ime_ yr lei l 70 bra�j � G'�C rAhfCt% Gh Ci, w " A` Cam; T LGAkiG( C{V ris7rG S d� ��iopc�l coh�,�io�zs Z_0 77, �5 Pr basin � C. �CE u�9 N� E pr a�G 'f P� 19$7 BUILDINu / ZONING DEPT, COMPUTATION SHEET JOB NO. ZJ J-00-96Z DATE /,M G �07 SHEET 0' OF ESM inn JOB NAME l�/�hl� � A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �� 0� CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS / /i%le D,� %77C,oiYlY� 1pi7 - - - �7�� P/ 1�-& I 6o6115e !elv g shovl% d levj NE 10!�sT !J50 4.3 to -�Liro�� ;ZW xy,C AVE G -D P,03'e�vr� yria�s � ilea vq rJrr/��G�r�sf7 o � pf ! -i-t hew ✓ /G Watercourse Types: I 1 = Forest r1eadow 4 = Nearly Bare GrOUnd = Fallow ! Mi Il Tillage 5 _ Grassed Waterway � -- Grass Facture / Lawn 6 =. Paved , GI-ltter COMPUTATION SHEET JOB NO. ✓ J���'/ZDATE �u%`t 107SHEET —SL OF ESM inc. JOB NAME Pla.�z A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY rrCHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (2m) 22e-Se2e CONTENTS BASIN DATA BASIN NUMBER: 1 BASIN DESCRIPTOR: BASIN 1 INITIAL TIME CONC: 10.00 min BASIN AREA: 264. ()) acres SCS CURVE NUMBER: 78.o O --- WATERCOURSE LENGTH TYPE SLOPE (ft) i. 9 5l_) . () (_) ,_''. i J55 5 . iU !1f 7 .70 TIME Ci_)NCENTRATION: 27s?.61 min VELOCITY (ft/s) 4.15 1.50 1 . ()5 2'2 . `a�3 tiny �y/•7�J�� -----__---a i>✓ si�� w� 11 Le, dve(l/y ew VSih1 r n� . —rb Cl�ea,--/2<r f�/ rair/���riC D� 4(. D m G%! ` ��iis v/51YiG/ 7X& rl� �isfri�U�jo� � yaG /,4 S r�r.� , �scs yy-fho,-/, l H Y DROGRAf H NUMBER: 1 DESCR I PTOR : 1 ;(-) YEAR Cd 7-16" CULVERT (EXIST) MAX FLOW: 39.75 cfs VOLUME: 18'>8049.60 fi= VO �G��rrylil�� -Ihe /00 Y4� -M& hOUAd -1`�rrO& h -#)e --V14 601 veri- 4rld �G�e�C dor COMPUTATION SHEET ESM inc. A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 JOB NO. L2/ -y0�2 �4 DATE AK //U�SHEET � OF JOB NAME COMP. BY Dzrrell �64�_ CHK. BY CONTENTS � Y� /JrA LXW PIPE/CHANNEL DATA PIPE/CHANNEL NUMBER: 1 DATA TYPE: PIPE DESCRIPTOR: CONCRETE CULVERT UNDER NE 4TH ST.. I - FLOW - DESIGN CAPACITY SLOPE - HYDRL DIAMETER MANNING N PIPE LENGTH INVERT IN INVERT OUT PIPE SLOPE VELOCITY — DESIGN DEPTH CROSS—SECTION AREA WETTED PERIMETER HYDRAULIC RADIUS FLOW TIME — DSGN VEL FLOW — FULL VELOCITY — FULL :19.75 cfs 61 . 53 --- " . E30 % I 36. (_) (_) i I -I .G12, --- 8 (_) , C-) (-) f t 38c),65 ft 01 ft . so 9.61 ft/s fh Is 595. 5''2 i n Yto-'' (p r V. C- 61 . = 9 i r"I 9.70 in py+ 3(sl /gJB-7 mum—fibe, .14 rn1J-I IY1lCf IC6Ylf1-� 64.61 cfs 9.14 ft/s 5e,,, sheep 5/cv��f/sns /�����a�fl�i-DI j �i74 7 heic!'�f ��r i80. �"SS �hv{ff r6'� Gd/v�r f' ttw l)ab/-?( Sec 7 D61f -11 Ln C (D C31 DESIGNER �(�rt'�/ DATE Cf HYDROLOGIC AND CHANNEL INFORMATION SKETCH STATION: OI = 02 = AHW = �— —._-�. _ TW TWI = TW2= EL.?{'L'L So: .� ��� / �L=i�9,Cl ALLOWABLE OUTLET VELOCITY = CULVERT TYPE Q SIZE HEADWATER COMPUTATION z a 6 x OUTLET VELOCITY COST COMMENTS INLET CONT, OUTLET CONTROL Hw D HW Ke CIS d tD � h 0 H LB HW 2 lOd e/waTT IY a r (4) r (ACe- SUMMARY R RECOMMENDATIONS: �17 ******************************************************************************** BASIN HYDROGRAPH 3-04-87 Page 2 ******************************************************************************** ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 3-25 HYDROGRAPH NUMBER: 1 DESCRIPTOR: BASIN HYDROGRAPH MAX FLOW: 39.75 cfs VOLUME: 1808049.60 ft3 TIME FLOW TIME FLOW TIME FLOW (min) (cfs> (min) (cfs) (min), (cfs) 0.00 0.00 620.00 33.45 1240.00 22.33 20.00 0.00 640.00 36.11 1260.00 22.00 40.00 0.00 660.00 37.93 1280.00 21.68 60.00 0.00 680.00 38.97 1300.00 21.39 80.00 0.00 700.00 39.50 1320.00 21.12 100.00 0.00 720.00 39.72 1340.00 20.86 120.00 0.00 740.00 39.57 1360.00 20.63 140.00 0.00 760.00 39.11 1380.00 20.42 160.00 0.00 780.00 38.46 1400.00 20.21 180.00 0.00 800.00 37.58 1420.00 20.02 200.00 0.00 820.00 36.48 1440.00 19.84 220.00 0.00 840.00 35.25 1460.00 19.39 240.00 0.00 860.00 33.89 1480.00 18.83 260.00 0.00 880.00 32.43 1500.00 18.13 280.00 0.00 900.00 30.94 1520.00 17.20 300.00 0.00 920.00 29.42 1540.00 16.16 320.00 .06 940.00 28.45 1560.00 15.01 340.00 .18 960.00 27.66 1580.00 13.0.1 360.00 .34 980.00 27.02 1600.00 12.07 380.00 .69 1000.00 26.52 1620.00 10.48 400.00 1.16 1020,00 26.08 1640.00 8.99 420.00 1.75 1040.00 25.66 1660.00 7.65 440.00 2.75 1060.00 25.30 1680.00 6.317 460.00 4.49 1080.00 24.96 1700.00 5.24 480.00 6.96 1100.00 24.61 1720.00 4.24 500.00 10.21 1120.00 24.30 1740.00 3.32 520.00 13.70 1140.00 24.00 1760.00 2.51 540.00 17.43 1160.00 23.68 1780.00 1.85 560.00 21.44 1180.00 23.35 1800.00 1.27 580.00 25.46 1200.00 23.01 1820.00 .79 600.0Q 29.51 1220.00 22.67 1840.00 .43 ` ******************************************************************************** BASIN HYDROGRAPH 3-04-87 Page 3 ******************************************************************************** TIME FLOW TIME FLOW TIME FLOW (min) (cfs) (min) (cfs) (min) <cfs) 1860.00 .18 1880.00 .02 1900.00 0.00 DATA CHECK PROGRAM FOR TR-20 XEQ 12-18-87 10:57 (VERSION DATED SEPT. 1,1983) REV PC 09/83(.2) 1 2 3 4 5 6 7 8 12345678901234567890123456789012345678901234567890123456789012345678901234567890 ^ ^ ^ ^ ^ JOB TR-20 FULLPRINT SUMMARY TITLE CEP WINDSOR ALLOWABLE RELEASE 3 STRUCT 1 8 385.41 0.00 0.00 8 385.91 1.70 .0484894 8 386.41 4.48 .0969789 8 386.91 7.63 .1454683 8 387.41 10.83 .1939578 8 388.41 22.11 .2909367 8 394.98 45.75 7.8929541 9 ENDTBL 3 STRUCT 3 8 384.35 0.00 0.00 8 384.60 0.30 .0517398 8 384.85 0.79 .1034797 8 385.10 1.35 .1552195 8 385.35 1.91 .2069594 8 385.85 3.91 .3104391 8 386.30 4.37 .5793205 8 387.65 377.39 1.6733728 9 ENDTBL 3 STRUCT 4 8 382.95 0.00 0.00 8 383.58 2.97 0.000001 8 384.20 7.83 0.000002 8 384.83 13.34 0.000003 8 385.45 18.92 0.000004 8 386.70 38.62 .1251028 8 394.14 77.01 6.6366951 9 ENDTBL 3 STRUCT 2 8 383.3 0.00 0.00 8 383.5 .048544 .0094794 u Qu*.V .oVouz/ .o661,// 8 384.5 .118908 .0568761 8 385.0 .141529 .0805745 8 385.5 .161002 .1042729 8 385.78 .170941 .1175440 8 386.5 .310748 .1516696 8 387.0 .360538 .1753680 8 387.5 .402630 .1990664 8 388.0 .440019 .2227648 8 388.26 .458095 .2350879 8 389.00 .651577 .2701615 8 389.5 .724119 .2938599 8 390.0 .786912 .3175583 8 390.5 .843576 .3412567 8 390.73 .868091 .3521579 8 391.53 18.64187 .4364656 9 ENDTBL 6 RUNOFF 1 1 1 .363688 78. 3.855 1 1 1 1 1 6 RUNOFF 1 2 5 .01753 87. .2667 1 1 1 1 1 6 ADDHYD 4 3 1 5 6 1 1 1 1 1 1 6 RUNOFF 1 4 4 .37125 78. 3.855 1 1 1 1 1 6 RUNOFF 1 3 2 .0089531 72. .2888333 1 1 1 1 1 6 ADDHYD 4 3 4 2 7 1 1 1 1 1 1 ENDATA >>>TOTAL DRAINAGE AREA IS .76 SO MI >>>HYDROGRAPHS REMAIN IN LOCATIONS 6,7 7 INCREM 6 .10 7 COMPUT 7 1 1 3.5 1.O 3 2 1 01 ???RAIN TABLE 3 NOT LOADED (INCLUDED IN TR-20) 7 COMPUT 7 2 2 3.5 1.0 3 2 1 01 7 COMPUT 7 4 4 3.5 1.0 3 2 1 01 7 COMPUT 7 3 3 2.5 1.0 3 2 1 01 ENDCMP 1 ENDJOB 2 >>> NO. STORMS = 1 >>> NO. ALTERNATES = 1 >>> NO. STANDARD CONTROLS = 6 ^ 1 2 ^ 3 ^ 4 ^ 5 ^ 6 7 8 12345678901234567890123456789012345678901234567890123456789012345678901234567890 JOB TR-20 FULLPRINT SUMMARY TITLE 001 WINDSOR ALLOWABLE RELEASE 3 STRUCT 1 8 385.41 0.00 0.00 8 385.91 1.70 .0484894 8 386.41 4.48 .0969789 8 386.91 7.63 .1454683 8 387.41 10.83 .1939578 8 388.41 22.11 .2909367 8 394.98 45.75 7.8929541 9 ENDTBL 3 STRUCT 3 8 384.35 0.00 0.00 8 384.60 0.30 .0517398 8 384.85 0.79 .1034797 8 385.10 1.35 .1552195 8 385.35 1.91 .2069594 8 385.85 3.91 .3104391 8 386.30 4.37 .5793205 8 387.65 377.39 1.6733728 9 ENDTBL 3 STRUCT 4 8 382.95 0.00 0.00 8 383.58 2.97 0.000001 8 384.20 7.83 0.000002 8 384.83 13.34 0.000003 8 385.45 18.92 0.000004 8 386.70 38.62 .1251028 8 394.14 77.01 6.6366951 9 ENDTBL 3 STRUCT 2 8 383.3 0.00 0.00 8 383.5 .048544 .0094794 8 384.0 .090817 .0331777 8 384.5 .118908 .0568761 8 385.0 .141529 .0805745 8 385.5 .161002 .1042729 8 385.78 .170941 .1175440 8 _ 386.5 ___ .310748 _ ___ .1516696 - r r.: � � \ - "�'�yt� 3. i.*' �l•i � � � '_"' , r s." ?4-M• `. _ r •; � �i �� ,¢ lK'� q s. � '. A7, Lfi , It 4'q... 1' - i• f \. If .: x v Fsb .yr:-t' R. tK ie- i.�. �'ti� ak• tSk'� i s -,a, ��1 ii'. rs'lZ.• .•�, ° ,'" d� + �� '�r3���7rr" n. x S w `•��"� yn•.� F�+''��.' 4 rS.r � •:•s .;.' e 4 ��qF�.K g-. _t�_f�� 9 � � t '`�•� ' ,.,�• ,�i �5•.-. +�� _ - 1"'e�3r,�. '_;'.�(y *ia �. .x. cfir, y, �`R' E t ��,� � •t++ i Ik Ia�„�' • �� i ��i !+i,. r � t'+ by •i; �5w �" �'�a� � � �E `' '' 14 �{ a y � + try. ���6`'I,r�i ��' i+,. ✓'� ♦ a `4,r .. s t �3 y. y'H � _ � �; } KT •b'`' a. s`{� �e v3r Itr. �r-� b ��,� �-. ,� "• `. ������ �, �� to y q .. '•L �` � \ _ Z^.:t � � 3 a.pJ .ada,./a �- z r, � } � '.§��; i � �W ���.` ,a♦" • :}. Ii. k lAi,. , �^Y £;r f Ii'< _ +`.Etvi�rj'�.-�.,� iyj-. 7 ,��i1.' fg,, ���� � - r.�ErH+ .i �,�� � �� /.4��• �,' �. ": c� .. , �,: �'' '�`.- a e�'`� , -� :♦ �i t� � �. f i Li �'I-7t � j��' t �2�. ; � Y,�„•`��- � Kii�'' '-' �� ,�. I� Y t w'T� � ��4 tK T 1 ,, ! \ � • • ri. a+,' : f" / � t.A�, - �'�i[ 4t c l�' � ' �' • s A •y • F ♦ #, f .+ # � i �,�IyR c . r' � ! `� ..' ` ,elf:,�'i �vr �''' � ,, - , ' yti ;t,•} , pc`� ,5' � �' �! +. � k .� � '^ •- , � � i. •� � L V'r,4'' _�� j It '.a�tk'' �; _ � ft^/•" "� its' � �y r ., + h � w t �.- � �`� a � � s r ky��ep�t" s r ,gam,.+ y �". - "� ! iC , t ♦ � �♦ f1 .��,:._ � � ,�.I _ n ° . p `•.�_ 4d zy�4 �f..t . - t, t �l +{ � i 4 i •�„ � ! +� ire"� ' 44 _. a r � 6 . � v , _'� �� r t .fj, ;� � e •. trt�C_ -1'l•'°t� - � f ft ,� r:' x ��'.•" y - � � s �`�R�p'�t t' _: "' �l �t'•j.t T�i" {:.. -:�_� �.. t r� � at �.,4� { . � \..� . i+e4 ,` ��.r ��. •� rtii t +�, ;*.: x •. . ta.�i'K�'ti + ,+•. t�. �.. +Z +r! � .t. •.a ter. i-';I�.1,;+- ..�.-: 'C` �"'s ' •.•r a,}. 'G"' V t!'..t'. n �,,KK v yi a s1°t• .+. ,r P< .. jr 40. -:Ka `.4 � ;'-�:.: Ley t � Y` � '. ! •� Yh s; :Z..: :5. - �.. "`2. yy �,♦4 k"��'�'K. >, .;Jt T �a •^ y { # a. �a y+. i� i° `' at t di k ' 'jra y, t x � iF'� .`fi y ,fh1 � � r;. a j �t r• ,�,. + 2 -+T� et4� � �' - e �� • y .'iy Y .. �i����w �s+� K.k r� � .+ �' •. • - �� +� ♦�; ff �.:.~ �! ».f�." y, Ki'�' h—�'L•' �.�ti 7! `� ,;_•1 .r �,y.E�.�' '34 _ �� '¢'. y �p - f a..*:{, `s, ��.Sis w}fii. t-u �. +j �. �:'7 •-! � r. jty i �S i'_ ..• A al a}n • e� .s - �. f",e .�4 «j j _ '�'k •'? 4 ..! �J �'Z� Y:4 5- ��'.-y'• ! A � .i . 3 ^4 i � •�� 'it. :� - � �R' ,Y" I. ' y �,t,f.. � - ?k. ��- { .1.1. vy�� ,� . ';� �:... s 1 ''�� .; �v�'k' ,+ J•` '# \{') ty :',�+"q�, �' 'A ' t�? +' 1.- Nf R.3 r'�•-�.s-� -441� �. q !� i :1.`�f:' Ti ;-� .:.++Se 't!� -y ''F ;� t«,�� ,: 8 387.5 8 388.0 8 388.26 8 389.00 8 389.5 8 390.0 8 390.5 8 390.73 8 391.53 9 ENDTBL 6 RUNOFF 1 1 1 .363688 6 RUNOFF 1 2 5 .01753 6 ADDHYD 4 3 1 5 6 6 RUNOFF 1 4 4 .37125 6 RUNOFF 1 3 2 .0089531 6 ADDHYD 4 3 4 2 7 ENDATA 7 INCREM 6 .10 7 COMPUT 7 1 1 7 COMPUT 7 2 2 7 COMPUT 7 4 4 7 COMPUT 7 3 3 ENDCMP 1 ENDJOB 2 .402630 .1990664 .440019 .2227648 .458O95 .2350879 .651577 .2701615 .724119 .2938599 .786912 .3175583 .843576 .3412567 .868091 .3521579 18.64187 .4364656 78. 3.855 1 1 1 1 1 87. .2667 1 1 1 1 1 111111 78. 3.855 1 1 1 1 1 72. .2888333 1 1 1 1 1 111111 3.5 1.0 3 2 1 01 3.5 1.0 3 2 1 01 3.5 1.0 3 2 1 01 2.5 1.0 3 2 1 01 + MEMPREP MUST BE LOADED BEFORE EXECUTING THIS PROGRAM STOP in line 150 JOB TR-20 FULLPRINT TITLE CEP WINDSOR ALLOWABLE RELEASE 6 RUNOFF 1 1 .363688 78. 6 RUNOFF 1 5 .01753 87. 6 ADDHYD 4 1 5 6 6 RUNOFF 1 4 .37125 78. 6 RUNOFF 1 2 .0089531 72. 6 ADDHYD 4 4 2 7 ENDATA ENDJOB 2 ENTER INPUT DRIVE ID and FILE NAME --> C:WIND2 Output device or file choices: Printer = LPT1: (Device names) Screen = CON: ( may vary ) File, enter drive ID and file name. ENTER OUTPUT DEVICE or FILE CHOICE --> LPT1: Punch output file choices: No hydrograph or ECON2 data = NUL If output, enter drive ID and file name. ENTER PUNCH OUTPUT FILE CHOICE --:*-.- File name missing or blank - Please enter name UNIT 7? WIND3 ? Error: Data format error in file C:WIND2 Error Code 1274, Status 000E PC = 000C: 0006; SS = 58CE, FP = 2A3E, SP = ADFA SUMMARY 3.855 .2667 3.855 .2888333 11 111 11 111 111111 11 111 11 111 111111 C:\TR20> COMPUTATION SHEET JOB NO. %'2e- --*' DATE lZ(Z3J�7 SHEET OF ESM ina UJOB NAME Q102M&- 2wkE• A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY `1• �• CHK. BY CONSULTING FIRM //11 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 �..(.,,,,�_- , 'r}y.� � (206) 228 562g CONTENTS _ 21 YtV V1W �t I I I II i-1_i I_i_I 1 1—I I! 1 _ _ _ _ _ ,�,p � . _5 ;,ter .. C•v5usf�) �,t11.e ��G - . - - - .Z� s1 �i�wv�e,� �`- 1''r• - G(k.+.c �'-'�'„t'• . - �<'`' y� G(tio�.t oo w� -- - - vj _ CAL c.l• _ �c-P�_ vv I `i (/j �`f .Q ' _ - - - -'c P w+�4 - -" - C4. �S `tom _A.o oi.84- -c,La Fac, CAAtaj _ _ _ .W (� � � S •(�11. tr1 c , _� U.a-2 . U/`-ei `� . .rc.+oR� `� .Itr,Ll� ��`� � - _ -- .C�'-'",-,✓ �ro`�� _��.(��c`f", ,� ccv�d. ��-t . _ _ikQ..- - � • �.--tcri�n.2,� _ i COMPUTATION SHEET JOB NO. 092'02!" 6& 3 DATE 12 2 3 e77SHEET OF ESM inc. 2 JOB NAME w�� PL'A lE, A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY S CHK. BY CONSULTING FIRM , 941 Powell Ave. SW, Suite 100 Renton Washington, 98OSS (206) 22e-5628 CONTENTS ,w --_ _ 7-7- _ 2 _ a( .__;R�GL�f - - A _ G •_ __G.0 04 '- - -OHV't- I I I . ��cn�,l�fivts�._ _ .� - - - - �e� _ •civ+,��+cc�-s OJS � . - - _'_ _ _. _ ! _ . 0 _ 1iJjC (�J{' • _ ,.(,�.Q,(i 1�-�•�-Q.- - \% PTV` 1 CLO �- -CIA _ �a(_ Ccu2 1� t �cu-v�- 144& A106, S E , ev��-(�_ _ . ,. _ ►� _.. A--fi� - S cad _ t --_ c.QI.�ec��M�U .� . V7 - 5�-l� - -�F�• -a L6u-_._I G('OSSfh c OUA- :� A.�..o �o .Q�.r c -�'�•r �4,o . caw.. .ex(_, . c.A: b4A- -� �_W Gt,^"d OA)�O o,V ��Zvl(16 9)�(o k c a-�.� c� �,P e� f c�D,4& c,✓�o Far � �o �&WMA'r� a VtC tS, ---�ndlcl b' ,c u cv�J o cam { e�,J c,C�nr��-t�. J.. ; Igo - - - o�-�CIO . c.Q,�v.a c� - o -{- .�X �s-�. d,ew->roecwY, �� ti"d� c. C.�•�-��-t-� --.--�,�,$� �7_�� 1,l_..��StJ•�_.� �s __u�.�r'ol Qo��.+5 _(,sr� sc,�s� _ _� _ __ba wb COLd _lh-11 c✓ -Z 5 24. COMPUTATION SHEET JOB NO. 2O"/'OL OZ:i73DATE �Z Z `� �, 1 \ SHEET OF ESM inc. JOB NAME %6t 0Q�P- fl kls A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY S P-) ' CHK. BY CONSULTING FIRM ) 226-5628 SW, Suite 100 Renton Washington, 98055 CONTENTS OA-) Q L^ i WET _I --I--�IF`_�1�V Y�IJI�WYv� I T--�— �- - t v��_',-_�-1':--`�_ hs_ _ �c�s�Vl t --In.�, taro�r t�Vr,�.o_r- c� .-race 241T •- -s+0jAAA) 7-tr. - b _ 5 CLw 4W wt •e _-!--___C,evt�.�asl�t° __l�dro cL,P�J_---�j©-vw `�n�----.¢�.tis`�'�_ Zc��t __C,6-�+-G• _r� COCA 46ZYv�\) vb br CamW�. CAL-c d• _`lam �--_ ,o % r _S� 10 G . OLA ld. _W C +kQ..I, .Ic ov &_ . _. ----- ce005 c1.P�`t� �i - _ 4 °�.-o wCuo_ 0l/'0 �J - - „w 25 24 Imo, - ' _ S., WC _Arid �On/I_M _1.v 1-f�wJ CLM& 2_ t-� COCIZ LI-W 4 I ' e ' u L� e- L;t �. - - - - _. _a. _ � . _ � . _ O _c(>. _ _ (' (� ref . _ _•{-2CA;f' �661"D6rc-0j uj" cocv E d -1 0 3cKiw � c9 COMPUTATION SHEET JOB NO. ON' OZ' 0•—DATE Z Z3 7 SHEET OF ESM inn- JOB NAME J IL �� G A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY 116 • CHK. BY CONSULTING FIRM — 1 Elsa ; 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 c ps a,,,, / � . C G� 1 /SL cs , l�l 228-5628 CONTENTS t 4- --0L(i Q_1a—'-,wP"''--—L—-1—i—=-1—-1-1—i-1-1——=—�— —=—----I---- i L_ f — �d-�e,�✓�_ �_ _ {ems-���' CA,) _ref- f f -rctt : f I I f I 1 _ 1 I- ' ��- -- _ - - Q C - - - -- - � -- - --LAI- -- ---+--r-- ---+- --- -rt- - - -- - -- o ' /) c✓ �lyl`'�4 f I , f : , ! I ' t COMPUTATION SHEET JOB NO. 22 —Z'L DATE L' -7 SHEET OF ESM inc. JOB NAME ynn5�� PLE A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY ��`J' CHK. BY CONSULTING FIRM JJ2o6) 22815628e. SW, Suite 100 Renton Washington, 98055 CONTENTS II_ 1_l! _ I _ I I rraM15� ON. '� - _ P��- - - - �s-{�e--LDS- --�'�t �-v:__000L)_4e�seu•�ro[-- J___ --r 1�WOOr --..kVA(�C.� C`�.-LC..�� - LPNA"/Uli eci --a.•- .�;--dt��.,�1�_ Pam. -tt� _. ����-�-� ��.._ ��-„� ��P . -� _�,�� _IP(ar_ : okwf,"O- 0 _AJ I __. _.... __..�r___—�..-�.�__._ ..ems.--- --- `__..._ .. _.., -__ —. �--..�.-::.r..e.�-..- _•`__ __�--_.�...u_�..� _ _ _.I - _ 6,_ � t �a _ bc� _ p_1r.��.l rv��tc.�) ' `1Ittwe- g,� - ►`lieGli Gl�il��f�''f_ Sl✓1�`�ti _t"LUlA.[��-- %ti�- Z/j7�. Af-ea.-��-tiye. Fi:cUe.c�--�Ocs � `�'?A, W 1 Pr ._ 7•_ . �Un�{ rr{� _ sl .G J�� _d�.a .. _ _ �: �l T M� ''- 4 �° �- = -- - - -y V O _ A•z o�oL, =- - � • O �Of'l,I.GOCpi_ �G�'P,('�G�,t_ - _ - _ _Z. (P - _ -- � (p %J 1 O+cic - -- _ —1. 2 1 17 •*###•ii•##########•iF•li•####•�Y•�Y••�4'##•IF••3i-•1F###-3(••,:•##•1E•#-3(-######•iE•)(•#•M•###•1f•##•;E#•ii••iF####•1F-if-#######•ii•###•if•### 3- 1-00 Page 1 HYDROGRAPPI DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: HYDROGRAI='H NUMDER : 1 DESCR I PTOR: BASIN 1 EX. ^Cyr / 24hr- MAX FLOW: C. =3 C f s VOLUME: 782SC. 44 f t — FI FLOti i �_ -f• c :� 6,k13 J V 4-9 4.2 I� 3.F 3 . ►] Il, E5 .+LJ Scs ?uS 365 1IES 165 TIDE (rain) COMPUTATION SHEET JOB NO. Z�J-OZ-�n� DATE )Z Z;5 0'7 SHEET of ESM inc. JOB NAME V)l0'DS0R- pL+�LE A CIVIL ENGI NEE RING, LAND SURVEY, AND PROJECT MANAGEMENT COMP, BY \1 �• CHK. BY CONSULTING FIRM �1 941 Powell Ave. SW, Suite 100 Renton Washington, 98055Q�lA1 (206) 228-5628 CONTENTS , I . I I I I I II I I I I i I I I I I I -- -,---- i - i - i - i --I-- 7_ i - i - i - 7-7-7-7-7-7-7-7-7- I _1?tri�au-�""t�- --'Ge Aafvsu __lomr�?._U4.c.a !`area l/Gt" U NQ ! Q- --_(o__ y ._ZQ•0�_ lt�cri_.or._.�o-r�-� ' �o�_ (�ov2.� ____ _70 'Cow_=__105. �� �� � _�_ �� _v�e��k�cd =_ �1 • ll- ✓ T , � I c w med 0 u+cd, zItli-t d kL k S1r ._Owea. COMPUTATION SHEET JOB NO. ��%�I'lr%2" �O� DATE ,� Z SHEET OF ESM inc. 9 JOB NAME Wiuvso� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �' �� CHK. BY CONSULTING FIRM 1,, . ' (206) 228-5628e. SW, Suite 100 Renton Washington, 98055 CONTENTS `r 1/ n PL AL • I I 1 I I I I I I I 1 I I!? 1 1 1 1 1 1 1 1 1 1 I I I I I I I I -j— I————---�— I 1 I I i- __L _L_1 — —�___i !_1 ti_1_1_1_1-1—�_-i_ _�-1_1—_:----:-- i 1qs�' I i -- � A4:1.�:/ ; U �u_ _ o,.�,ow - _ _ cry CILA .o_ : alr- -- -;--r--;--;-L�- pe-fs --` .-- 1 � I I I `�i(�_ 1�•' � � ' .._ W L./� 'C/� -� _ _ 1 _ �J� —� — —1= `^ -- — J s W . — �N.l./1(.vYy ` (�J�- — _ .. I (J - (a ---r1�D, �I 3 3_�y_ .Gru.d_��-1[_c� _ _ Z.7 __ I•l. 41L��•.6 a s[o�- - ioa — -�0--'---15Q--- -ice `I.3_.---c�,rtdf_ _hcctvu� o•�� - ��1.. 0. _- I ,3 HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 3-10o -------------------------------------------------------------------------------- HYDROGRAr'H NUMDER: 2 DESCRIPTOR: BASIN #2 EX. 25vr/24hr MAX FLOW: 19.20 cf s VOLUME: 4o9571 . 18 f t — Flriul FLOW II 74 �I �a ' 3 I �1 n J 1' 255 :155 G5� 05J loss 1255 1455 TIME imini ILI COMPUTATION SHEET JOBNO. 00'2-07--9'v3 DATE � � SHEET OF ESM inc. JOB NAME 1 I S�� 1 FL'/ALF A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM COMP. BY --- eL- ✓ CHK. BY 941 Powell Ave. SW, Suite 100 Renton Washington, 98055WV (206) 228-5628 CONTENTS / ��� 1 r^ J'O 1 �V V G� . - , r r - I-!-I-_I-I-_I-�-1 I! I I i I I i I! 1 , ST , 1 - A�r�a, _yea. _ •• - .��;-.,_ _ �c�r�� J4e._ _ - , --? -- - -A.• el �1 Y I I -'t .I _'- -. _bUmu'_r,� - _ ..- -- -- i� - - 1 - - � - 5-zo _ b ��- cam' _ - - - - yzo- - S•4 - 5 p fG - - 1•(p- 5 _ 1� l5-19 0 0 450Zoo - - _ q�aa/ecf �,; �� r I D + lam. �_= Z�• � ��1, -- - - COMPUTATION SHEET ESM inc. JOB NO. Z472_ 0L0&V2 DATE '927 SHEET OF JOB NAME U_1P7 —JD0 T L-kE A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �! '� ' CHK. BY CONSULTING FIRM 11 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 .1/ (206) 228-5628 CONTENTS V V G- .o_22- ! I I ( i 1 I I I I ! _-�A,-_l_r-i_, a i_r_i-Vi_i_r,--r-i_i-T-_,_;-,--;-;--;-i--i-i-i-�-a-- -! i_ i_ --- �-- --- -- - --_ bc�n._ .�,c2,a _�o --` c� c.5�_ y _, '_ �7_�Vc�Q ' _� •�_ �_ �+hc,�! G.oa�o_ Ic�'.e-/�, .SS G • - ' C�2 _ _ s vec J � c: -ro� _cc.P:pecl s _40 -=L ju_ _ `4'-r G .�.`^ t 5...� • -L.�? ^ -�'%� -T i�l�4 A&Y - �1G�.r�_- --; ;--r-r-r-�--r-r--- .---T-T-T- ; - ,-T-�-T---T---rt-7- ;-�-7_->•--;- ; -,- - - -- -lea. _ 00 - o.= S. l � to 0.1b n, 2 - - _ 110. 0 .-}(-)- - - -- - - LN 1`��� .— __ - - - /��/�-'j��--yam-jam. I1/`+.. ..B Di.V_ /.�_� /.yam /.�I_��.--� - - -- /�_ 'mil `I LXJ�(CQ-JY j� COMPUTATION SHEET JOB NO. '91.27-" 3 DATE ' SHEET OF ESM inc. JOB NAME )4 ND�&?= A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY �` CHK. BY CONSULTING FIRM ,,,,,,... ��l """ r • '.'//�' r Powell Ave. SW, Suite 100 Renton Washington, 98055 (20 \ ,A ,Imc)22g-562g CONTENTS 'i'v 1 rw) I f T C,�F� —�� _ ^— — - -- ---'- — L-- �l— —— —i— t— — -- �_ �1 --- — --iu��0V�1 ?i_ . l ►� - S - �-e.�-�Lttl�tnn -- `E' --- -- — --—T--T-- --,—T----T—T—T--T--T— T —T- 7—T-7—T--T— 7--T--T-7-7—-----T--- -- y : ZoAV , , UJ �fe->G ��o to COMPUTATION SHEET ESM ina JOB NO. Z` 119-207- 0& DATE 2 SHEET OF JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROIECT MANAGEMENT COMP. BY -• CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 1�1 ue-56� CONTENTS sue. �/�/t• �� - °---- I t --L-= i_ k !P-t IJ o • -... - GV1C,4 - -orb _ +cEA4'vJ �Z-- - ,-- Ca'4feakd_e- ----r `iM r-`;^-r �f e.11.15�e-ns. - -- (✓ :TewQli.-S��- -'- --- - --OA --- -74 4 L��G \uyo _Ca p) - C0 =-_(6 d- - LAC)-- 0- 1Z - - -- �'� -- -. -=-=- - --OUZO --.. --D•Z8 - -- --- 0-.4a. - --- . I-5 _. _. --. __._ __ __�D-!D - - ---- _-- _ _ _- - • -- D•_!.O _ . - - --fig __040 _.__.�la 0.0s -- o- I ¢ _ _ . 15 r7 D•l p-2� - 03 0•58 _. -2 0.17 O.-I'Po r J - -- - - -- - o-�( o•3J - -o-�� - -� - -- - _ 0- _ 0 7e JO COMPUTATION SHEET ESM ina JOB NO. 21 rM-01'c--00DATE �2 Z� SHEET OF JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 s -/ (2%) 228-5628 CONTENTS v� I_ ' I_ --- �,l I I ' ! I I I I I 1 i I I 17 I I t 1 ! I -( I ---- p� l l l l l l l l l l l l 1 1 I I f I --�-- 1-- �_ P►(J22 i s GJr _T3 (�_►_� c�T-G&u,YL�c tL�cV ; �J �(LU; • ? S - -- -TE1 iJ—.X�(y�(i O - ✓ t �i�f1 —'j IVII r Gu0 r � r � T t= --� : - - --- - ---- -- _.2,0< _:;0(. :wl�n' _ �0�'_u?��►1. 3lo«d� P�R2 _ -_ �o( �,Jl�w:.IcaI`� - -- C B. �Z� - �l��F, 6�✓Ca �.o�. 'L _ 4L;�,;.. ta = .1*3.(PZ ----- - --- ---- - - . i 30,551.1. (PC) I i ', �Ov�►JST�E� � �,� I ,(�T`�-ECM �►�� --~-7°°I --- - - - _ ---- - toz COMPUTATION SHEET JOB NO. Z9�J-03 DATE Z Z� �� SHEET OF ESM inc. JOB NAME _ .BY J rJ• .�4� Y� """.�.l � 1 A CIVIL ENGINEERING, LAND SURVEY, AND PROTECT MANAGEMENT COMP�K. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206)228.562e CONTENTS ��QAM �CrXI�• -- !-�_ !_!_!_ I- --'--DO`-'' _ 'PI►�-Z,:-f12 _GOti?D.c��Q►.--1-1-1--L-1--�- '--�--- -- _ C Alt c �- --- -- - -3Z - - - - o-L- D•1 4_ 00�--=- _3 T T 91 n iM. _. , fbv qtw . 5 .. - w0— - . •t?,c, pr,_—o(,4�c c.Q�Q2 _r'f - - �--; ,Is�G ��.t1._ .-dot wS�+n. __G �� _ oi• u' ��.G fir - o. • w��!n, 3(v"d' _ ut• w �K 4`'tf \?k_ Tclka -- - - 30) --$04, 31, 5�!'� - - ,�c_CM.F� . _►�Irrc,.-.�8.4v '-- 3 3°� .} 3�� �3•�- - 4�•�� - - ---29.207_ ato V I I COMPUTATION SHEET JOB NO. 220-02-'i-3 DATE L SHEET OF ESM ina JOB NAME -W Pll�Ci� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SIN, Suite 100 Renton Washington, 90055 S-} �w �r.^ • - il�j Imug ej -Ssu CONTENTS J �wwl j -,r —1 _I —I _I _� _I _I _I _I _I _1 _I _I Poe_ F._' I I l l l l l l l l l l l l l l l l f l i l l --� ----- - -- -,---t-+--+-+--t-L--�- - +-+-+-+-� -+--�- +-----F-j-�--+- ,-- {{ I I 1 1 1 1 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 r—• 4—r—'r—t--i•—%1�—�-- I I ql� 3 -� -� -j--� -t•-- -- --- -- -i ---------- T---------------�-_- �-•-----�---- ---- -- I r i I r -T-T ---- --� - ---'--r--__ -._ - _. ..--- ---- --- --- - - -- . I L_• I 1 - -•- — — _ - — — — — r , - - -- --- -- __-1 ------------b_1._ i i COMPUTATION SHEET JOB NO. Lgo)' oz- P�o3 Z3 Q�� ',q DATE � Z SHEET OF ESM ina JOB NAME 10�5�� I/`� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY S. '� CHK. BY CONSULTING FIRM , 941 Powell Ave. SW, Suite 100 Renton Washington, 9E0SS (206) uwn n-CONTENTS Y L�fJ-CL`7 dl�1Nl ! I _II_�_�-1-�1 I 1 I --,-- -- - I 1 I -T-T -I -I ! I 1 T-I-T-!-I-I-I I I I 7-7-7-7-1-7- 1-7- �- �-- c,ow_G.Q:c, _a�_�¢c�,�, _ T - -t- -1— - - dAw�� w 0 �TLGI�� V\-C e _ w� __- _y-Q,�Q _ ,c d'e _ - _ `f A �-- - - —• - . I I{ I I I I I{ I I I I I I -- r— —t--i—t--�_�--t`—'--—r—!'—t —+—+—t-1--t-1--'!'--j'—+-1--T--}—•- _._ _�_''. — -•— --• -,✓-i -;-r-�----� -r-; ------T-T-T--r-T-T-T- r- ---------------- 7-T-- ( I , I I , 1 I t I , BASIN DATA BASIN FILE, UNUSED FILE RECORDS: 4 16-50 BASIN DATA BASIN FILE, UNUSED FILE RECORDS: 16-50 BASIN NUMBER: 1 BASIN DESCRIPTOR: BASIN 1 EXIST INITIAL TIME CONC: 17.20 min BASIN AREA: 9.60 acres SCS CURVE NUMBER: 88.000 ---- WATERCOURSE LENGTH TYPE TIME CONCENTRATION: 17.20 min SLOPE VELOCITY (%) (ftls) •1F#•!f#•k•lE•iF#-1F#######•3f••iF•lF#•�•#•iF�f••3E##•1(•### iE••it##•iE#######•iF•#•3E•3I••Yc####•!P###############•3f••if•if###•iF-1E•3F#•M-dF STORM DRAIN CALCS FOR WINDSOR PLACE, 299-0 -863, 12-23-87 3- 1-00 Page _ ##•!(######-1(•######'•3E•lF#•M•#-1(••lF###•3f•##########•Il•#############•IE••k•###�F•##•K•###################•K- BASIN NUMBER: 2 BASIN DESCRIPTOR: BASIN 2 EXIST INITIAL TIME CONC: 41.70 min BASIN AREA: 65.?3 acres SCS CURVE NUMBER: 81.000 --- WATERCOURSE LENGTH (ft) TIME CONCENTRATION: ------------------------------------------ 41.70 min BASIN NUMBER: _ BASIN DESCRIPTORi: BASIN = EXIST INITIAL •TIME CONC: 25.30 min BASIN AREA: 16.09 acres SCS CURVE NUMBER:: 83.000 ---- WATERCOURSE LENGTH (ft) TIME CONCENTRATION: ------------------------------------------ 25.30 min BASIN NUNDER : 4 BASIN DESCRIPTOR: BASIN No. 4 EXIST INITIAL TIME CONC: 211.70 min BASIN AREA: 53.78 acmes SCS CURVE NUMBER: 77.000 --- WATERCOURSE LENGTH (ft) TIME CONCENTRATION: 211.70 min ------------------------------------------ BASIN NUMBER: 5 BASIN DESCRIPTOR: SUDDAS I N *- 5yrt'4Kr-- EX' INITIAL TIME CONC: 10.00 min BASIN AREA: 1.25 acres SCS CURVE NUMBER: 78.000 --- TYPE TYPE TYPE SLOPE VELOCITY K) (ft/s) SLOPE VELOCITY K) (ft/s) SLOPE VELOCITY O (ft/s) STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-S6.=, 12- -87 1-00 ll nPage 4 WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---> K) (ft/s) 1 60.00 4 1.50 1.22 2 240. Oo 1 7.92 .70 TIME CONCENTRATION: 16.53 min BASIN NUMBER: 6 BASIN DESCRIPTOR: SUBBAS I N B Tfyn4lT&-4tX' INITIAL TIME CONC: 10.00 min BASIN AREA: 5.42 acres SCS CURVE NUMBER: 79.000 --- WATERCOURSE LENGTH TYPE (ft) (---) 1 400.00 0 1 TIME CONCENTRATION: 30.76 min BASIN NUMBER: 7 BASIN DESCRIPTOR: SUBBASIN C 5�h-E3F INITIAL TIME CONC: 10.00 min BASIN AREA: 3.93 acres SCS CURVE NUMBER: 78.000 --- WATERCOURSE LENGTH TYPE (ft) (---7 1 300.0o 2 200.00 5 TIME CONCENTRATION: 20.16 min BASIN NUMBER: 3 BASIN DESCRIPTOR: SUBBAS I PSI D 2 INITIAL TIME CONC: 10.00 min BASIN AREA: .57 acres SCS CURVE NUMBER: 77.000 --- SLOPE VELOCITY K) (ft/s) 2.25 .38 4.20 1.45 SLOPE VELOCITY Q) (ft/s) _.67 .90 8.33 1.36 1.80 2.01 ####•1F#####-3i•##•iF•l(•###�i•############•!f•##•IF#iE•##jE##•!i•########•)f•#####•ii•##•3f•####•!F#####�•######•3E# STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02.-863, 12-23-87 3- 1-00 Page 5 ##########•iE####•x••k•###•li•#aE••)E##lt••if••3F#•3E•1E•###•M••)E###i(••lE####•K•##3E•####•lE#•)f•##-i(•##########•3E•######-iF## WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---) (%) (-Ft/s) 1 200. 00 2 5. 25 1. 00 TIME CONCENTRATION: 13.09 min BASIN NUMBER: 9 BASIN DESCRIPTOR: SUBBASIN E '^ INITIAL TIME CONC: 10.00 min BASIN AREA: 1.47 acres SCS CURVE NUMBER: 78.000 00 ---- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---) (::) (ft/s) 1 240 . 00 2 5. i_rC-? TIME CONCENTRATION: 13.Gi min BASIN NUMBER: 10 BASIN DESCRIPTOR: SUBBASIN F INITIAL TIME CONC: 10.00 min BASIN AREA: 1.30 acres SCS CURVE NUMBER: 79. o00 ---- WATERCOURSE LENGTH TYPE SLOPE VELOCITY (ft) (---i (%) (-Ft/s) 1 105.0C_� 2 1=(:).CiCj .71 TIME CONCENTRATIOkl. 14.=6 min ---------------------------------------- BASIN NUMBER: 11 BASIN DESCRIPTOR: SUDBASIN G INITIAL TIME CONC: 10.00 min BASIN AREA: 1.79 acres SCS CURVE NUMBER: 79.000 --- WATERCOURSE LENGTH TYPE SLOPE VELOCIT`( (ft) (---) (%) (ft/s) ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 6 ******************************************************************************** 1 240.00 4 .50 2 190.00 3 6.30 3 210.00 5 5'70 TIME CONCENTRATION: 18.40 min ------ --------- BASIN NUMBER: 13 BASIN DESCRIPTOR: ONSITE BASIN No. 1 INITIAL TIME CONC: 16.00 min BASIN AREA: 7.90 acres SCS CURVE NUMBER: 89.000 --- WATERCOURSE LENGTH (ft) TIME CONCENTRATION: 16.00 min ----------------------------------------- BASIN NUMBER: 14 BASIN DESCRIPTOR: ONSITE BASIN No.2 INITIAL TIME CONC: 6.50 min BASIN AREA: 2.49 acres SCS CURVE NUMBER: 91.000 --- WATERCOURSE LENGTH (ft) TIME CONCENTRATION: 6.50 min ------------------------------------- TYPE (---) TYPE (---> SLOPE (%> .71 1.77 3.58 VELOCITY (ft/s) SLOPE VELOCITY (%) (ft/s) FOND DATA FOND FILE, UNUSED FILE RECORDS: h-10 POND NUt'DER: i POND DESCRIPTOR: POND AT EX 24" CULVERT, PT.42 --------------- POND STORAGE --------------- FOND SHAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: ` 65184.2i ft3 elev/storage as input) CORRESPONDING ELEV: 395.70 it POND BOTTOM ELEV : 385.41 it ELEVATION STORAGE (ft) (ft=) 95. t)il 345120. 00 TT ----�----�----------- POND DISCHARGE ---------------- TYPE HE I BHT D I MEN ]. COEF- F- 1 COEFF- 2 D I MEN 2 % 389.79 it 60.00 it 2.950 INITIAL WATER ELEVATION: 85.43 it EVAPO-TRANSPIRATION LOSSES: 0.00 cis ELEVATION/DISCHARGE FOR OUTLET 1 : ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 18 ******************************************************************************** ELEVATION DISCHARGE (ft) (cfs) 385.41 0.00 385'91 1.70 386.41 4'43 386.91 7.63 387.41 10.83 388.41 22.11 389.90 29'22 391.40 34.91 392.89 39.80 394.39 44.15 ELEVATION/DISCHARGE FOR OUTLET 2: ELEVATION DISCHARGE (ft) (cis) 389.79 0'00 390.02 19.50 390.25 55.16 390.48 101.34 390.71 156.03 391.17 286.64 391.97 571.08 392.78 914'17 393.58 1307'19 394.39 1744'45 POND NUMBER: 2 POND DESCRIPTOR: SUBBASIN G CONTROL --------------- POND STORAGE --------------- POND SHAPE, IRREGULAR (Based on TOTAL INFLOW VOLUME: 965184.27 ft3 elev/storage as ihput) CORRESPONDING ELEV: 395.78 ft POND BOTTOM ELEV: 384.35 ft ELEVATION STORAGE (ft) (ft3) 384'35 0.00 386.00 14875.00 388.00 83943.00 390.00 208911.00 --------------- POND DISCHARGE --------------- TYPE HEIGHT DIMEN 1 COEFF 1 COEFF 2 DIMEN 2 2 384.35 ft 12.00 in 3.270 '620 6 386.30 ft 80.00 ft 2.950 •ik•i[•#•?F•##-3i-#:�i•#•li•#•f4•if•###•3i•####•!f••it•#�F•##•3t•#•i(••i!'#•#•#########•!f••cif•34••k•#•If•##de•######•ii••iF#•�i•######•3(•#•'�F••3(••sW•3i• ,e•#### STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-063, 12-2=-S7 1-00 Page 23 392.16 18. i-= 392.61 23.07 393.40 29.02 394.20 33.95 394. 99 33.25 395.78 42.11 PIPE/CHANNEL DATA PIPE/CHANNEL FILE, UNUSED FILE RECORDS: = PIPE/CHANNEL NUMBER: i DATA TYRE: CHANNEL DESCRIPTOR: PROP. CHANNEL FROM OUTLET TO EXIST. 18" FLOW - DESIGN 23.4E cfs DEPTH 1.07 ft SLOPE - HYDRL .GO 1 WIDTH 4.00 ft MANNING N %035 --- SIDE SLOPE -L 3.00 H:IV -R 3.00 QI V CHAN LENGTH 327.00 ft INVERT gq INVERT OUT . CHANNEL SLOPE .80 % ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 24 ******************************************************************************** HYDROGRAPH NUMBER: 5 DESCRIPTOR: HYDRO 1 Ts=11O.5 MIN TO PT 22 MAX FLOW: 5.33 cfs VOLUME: 78252.44 ft3 HYDROGRAPH DATA H`i'D'ROGRi=`PH FILE, UNUSED FILE RECORDS: a 6--4 54-10i) HYDROGR:A H NUi'B R: 6 DESCRIF''1OR: H'tDRO 2 Ts 21.6 min.'TO Pi 22 MAX FLOW: 19.20 cfs VOLUME: 408571.18 St 3 HYDKOGRAPH DATA H`r DROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-• 1 >i i i- YDFtiiOGR(;PH NUMBER; 7 DESCRIPTOR: HYDRO - T s= 1 5 . _ MIN TO PT 22 MAX PLOW: 6.15 cfs VOLUME: 107730.11 f '<<._' 4So E20 3::0 ] V20 L23la I 210 LE::�"0 TIME (min) H`r'DROGRi^PH DATA _ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 O4-1 i o HYDROG ;t'=iPH NUI` BE R 4 u DISCR I PTOR : SU'r{L;AS I N A 5v_ r `4hr EX MAX FLOW: .17 cf s VOLUME: 3577.39 - t II r L- !] -4 i 1 I� I 1 • 3' ' f� . 301 1 '1 .04 .02 1:'0 S713 7?0 ] 7 0 l i?. : 2.1'G TIME (min) � M ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 9 DESCRIPTOR: SUBBASIN B 25yr/24hr EX MAX FLOW: 1.53 cfs VOLUME: 30802.75 ft3 ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 28 xv »X 4t'. x A. -A. *'k' V" ;r k�������� HYDROGR PH DATA HYDRC]G RAPH FILE, UNUSED FILE RECORDS: 46-49 54-1 0 H`r'i)FOGRi-'1PH NUMBER: 1.0 DESCRIPTOR: SUBl: A sIN G 3yri24!_,t. EX r r 5 r i s �.. r. !`1t=i:� r-L�JI+I: ..r�_� i_•r �; .-GLLI,'ICC: i 1. �:�1�� �, i cs i t F l o un ,: i_', HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: : 46-49 54--100 HYDROGRAPH NUMBER: 11 DESCRIPTOR; SUBBAS I N D Syr- f 24hr- EX MAX FLOW: .07 c f s VOLUME: 1527.18 .4 t — F'ioill i FLOW GEC I I .049. . �. . 3 -_ t n. 000 j TIME Win'. i t ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 12 DESCRIP[OR: SUBBASIN E 5yr/24hr EX MAX FLOW: .20 cfs VOLUME: 4192.49 ft3 HYDROGR FH CAIATA HYDROGR KPH FILE, UNUSED FILL': RECORDS. 46-40, I i'r'i:'I ii]G�:r=+F I i iUUi''IL:EF:: 1 LI_`� vi i I `1"(�R �UC'I+r+ a T Iw 1' `�y'r"-1 l �r" 1=X MAXFLOW.- , 19 VOLUME: 94 9 .:'S' ft:' — F 1 o ul F!._ •_ P1 . 20 'T + r I+ 3ii3 AGO u 1IED ]uti.0 imin'+ ! i E HYDROGriAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-4 i 54 --10C HYDROGRAf=H NUMBER: 14 DESCRIPTOR: SUBBASIN G 25yr/E4hr EX MAX FLOW: . OC c ts VOLUME: 10168. 05 f t = F !a ill FL011 . 6o THE (min) I i HYDROGRARH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46 -49 .JJ 4 --1 l_' 0 S- YDROGFit=yl= H NUMBER: i.`_'i DESCRIPTOR: HYDRO 411, SUBBAS I N D T 20. 8 m i n MAX FLOW: .07 c.f =u VOLUME: 1527.18 f t i I-- F 1 n i1i I F I_. I f G'� E,,►3T y i f I I! . E149 i � I � I . E .035- - i .02L -- j jj i I i I SGZ C05 .CLIS 1GQ5 l7-1135 :4u5 I I TILE (min) I I l� j ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 16 DESCRIPTOR: HYDRO 012, SUBBASIN E Ts=19.8 min MAX FLOW: .20 cfs VOLUME: 4192.49 ft3 HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 1 6-49 54--10 HYDROGRAPH Nt.;i°LLI E:: h.. 17 DESCRIPTOR: , �.. �-_5 .. f c�..�J., FLOW: 1 1 HYDRO ! 1 "'; SUBBASIN f•1J 1 hi F' ..I_ r-, MAX I� i._OW : .19 4_. T :. VOLUME: ..%9•� 9. 38 i' t _ Ii _- 1 t 1 I.' n .14 .1 .30 . 04 .02 0.00 1 1": 0 J r .7 L TIME (min) HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-4 w 54-10 } HYDROGRAPH NUMBER: 18 DESCRIPTOR: EX 25yr OFi= -+- EX Syr ONS I TE MAX FLOW: 2S.60 c+ s VOLUME: 905446.41 f t ja ,a H"r DROuRAPH DATA F-YDROGRAPH FILE, UNUSED FILE RECORDS: 4 /).. 45' 54--10 1 H4`I?f1Oai=:t=iPH NUMBER: 19 DESCRIPTOR: #10 ROUTED THRU 24" CULVERT i �. F n+1+ + FLY-1 i y a fi •., i 21 i ;F� 2E:0 It201 Lso 2 I.Ll L►330 L 2 9 0 :432 ;GsE ► I TIME tmin'+ i II =============================================== HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 20 DESCRIPTOR: HYDRO 19 Ts=7 min. TO 12" CULVERT MAX FLOW: ________________________________________________________________________________ 22.94 cfs VOLUME: 905446.28 ft3 / HYDROGRAPH DATA HYDROGF APH FILE, UNUSED FILE RECORDS: 4o-49 5 ' i } i.i i- YDROGRAPH NUMBER: 21 DESCRIPTOR: #1:=•{ 014+#10+# 0, HYDRO AT 12" CULVERT MAX FLOW: 23.58 c f s VOLUME: 930804.79 79 f t3 HYDROGRAPH DATA HYDROGRAF 'F4 F I LE y UNU23ED FILE RECUR ,,,3: HYDR:i CPC,,'Al='Fi DESCRI1-'TriR: #:'21. ROUTED TH1=iU i='U1VD F 1 O Ill rLO W T =, 1.4 1 I 1 1 0 � l I I 1 :a 5 9 U 33:3 t t_;U 14 1 90 2290 2332 29Q � I `I i I M E train! I I f ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 41 ******************************************************************************** ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 23 DESCRIPTOR: HYDRO 8, SUB8ASIN A, Ts=20.7 min MAX FLOW: .17 cfs VOLUME: 3577.39 ft3 ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 24 DESCRIPTOR: #23+#22+#9, ALLOWABoE "Q" AT CONTROL PT. MAX FLOW: 24.51 cfs VOLUME: 965194,27 ft3 HYDR06RAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54- 1 0 {-iViiROGRAPH NUMBER: 26 DESCRIPTOR: #4+#5+06+4 , 0 EX WiOUT SITE 5yr/24hr' MAX r L 11 L'1: 23.45 r ::n VOLUME: 899726.74 f •l:. "_ HYDROGR PH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 ::, 4-1 0 C.-*i HYDROc3RAPH r.iUNBE_R: 27 DESCRIPTOR: #.26 ROUTED THRU POND 1 MAX FLOW: -------------------------------------------------------------------------------- 22.I8 rTs VOLUME: 899726.60 Tl3 12E5 1205 142t235 L325 TIME Win) ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 43 ******************************************************************************** HYDROGRAPH NUMBER: 28 DESCRIPTOR: #27 ROUTED THRU 30" PIPE MAX FLOW: 22.78 cfs VOLUME: 899726.60 ft3 TIME (min) ================================================================================ HYDROGRAPH DATA ================================================================================ HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 � ssTT ss" M ms, osc USE osr ________________________________________________________________________________ 24f 9T^MM9 oWOiOA sfz 3s^v :MO-lA XvW J4VZ/AAS3 T NISV8 3lISNO :HOl6IU3S30 22 M8WON H6MSO8OAH 00T—V2 HYDROGRAPH DATA HYDROGPAPH FILE, UNUSED FILE RECORDS: 46--49 54-1l )f i H'`iDfiOC-PRAPi-i 1'�iLM13'ER.': :;-A. DE;ai.RI1':'TOR: OIVSITE L-;AS1rl �.' i*AX FLOW: 1 . r;ii i= s d'OLUPtE: yy965.9a .r:t i �•c -�c c -i-.J `c `c 21c TIt"i= irnin'i HYDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 4b-49 54-100 HYDROGRAPH NUNBERs 35 DESCRIPTOR: 433 ROUTED THRU DET . PIPE No. 1 MAXFLOW: .66 rzf s VOLUME: 65244.14 f t_3 'dC iC :3"l:- :t' iY it".� :{"t'><' T'l' iC••l� .�..}4"IC'�'C'I{"l: 'i� i'� :� it .x ! fK."�'�"]I,"Ti �' �"f�"� i4":k"11"�: '.�"�1":t"� H♦":�t"x it �'.l�"�"i�"�. �''�"�' ]'C �'4 '3t":E' :'� :M[' ]T� :'�i' :`�"!C ii"!C7\"*' iQ' ik' `S.''�"}f it"iC'�'1�' :T STORM DRAIN CALCS FOR W I NDSOR PLACE, 299-02-06 = , 1 '- =-S7 3- 1-00 Page 45 # i• !' •f� •ti• ik• �' :x' •i+r �: �' :i' •#' ir'ii' -si• a•'ii' 7t• �- •iF :>i• tii• •#• •'k •ir •?+t• •#• •f� •Yr'3f• •if• •ff' ;(":2''� #' �i•'rYr :2' ii• �F'it• ..':. •k'r •1r •3r'3F'X• :�(• •#• ir'k• :�• h• :t'ii' j<' 3t :i' -3t' :'c'it' -ir iv' :kr # •A• •�• �'r # •fi ii"?!•''tk• :f �• �c'k' # F• YDROGRAPH DATA HYDROGRAPH FILE, UNUSED FILE RECORDS: 46 -49 54-100 I {•YDROG :f ii `H NU 1BER s 36 DESCRIPTOR: #34 ROUTED THRU I:ET . PIPE No. 2 MAXFLOW: .19 c f s VOLUME: 19098. 74 f t P45 1045 L245 JC45 L945 2245 2545 2245 TIME (min) HYDROGRAPH DATA HYDROGRAF'H FILE, UNUSED FILE RECORDS: 46•-4? 54-10 ) -! r L,iUui..t=ir-l-i iuiJNBER: 37 DESCRIPTOR: 435+:E}36-h#28 MAX FLOW s 23.35 c f s VOLUME: 994016.66 -i P_ -------------------------------------------------------------------------------- 7—_—'------•-----_ .-.--__------- — F 1 o uy II fit r- TIME QW, ******************************************************************************** STORM DRAIN CALCS FOR WINDSOR PLACE, 299-02-863, 12-23-87 3- 1-00 Page 46 ******************************************************************************** HYDROGRAPH NUMBER: 38 DESCRIPTOR: #37 ROUTED THRU CHANNEL No. 1 MAX FLOW: 23.35 cis VOLUME: 984016.66 ft.-IT HYDROGRAPH DAT�i HYDROGRAPH FILE, UNUSED FILE RECORDS: 46-49 54-100 HYDROGRAPH NUMBER: 39 DESCRIPTOR: #38+#14+#9 MAX FLOW: 24.52 cfs VOLUME: 1024987.76 ft3 COMPUTATION SHEET JOB NO. 252-0z-W DATE 1 SHEET OF ESM inc. JOB NAME�}��� A CIVIL ENGINEERING. LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY-D. �TCi CHK. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 90055 CONTENTS (206) 228.5628 ...'.� LAD .... ......... :... . 3 ....... o .:►1:..... : D? .... .:.:.b.� o-CDO :. J. ... ... ... ...... ;.. ..... :.o.o;. o:z o. ............... _ ..... _a. _�...... : p. i Z : 0' U b,�8 aAl,p D,Z .......D. I� .. _ -., ... o. �� 0 NAx D.�� o. f D.C2I o.rob COMPUTATION SHEET JOB NO. 7 9 07 - 66 DATE SHEET � OF ESM Mr. JOB NAME A CIVIL ENGINEERING. LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY JTO CHK. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 98055 CONTENTS 206) 228-5628 .�4� ��:I� Db► : - 011.:. - Q..S _Oab Q�.0Z,.... .1::- ...... .... lb•�oZ. �As�nl �zo 0.661 COMPUTATION SHEET JOB NO. //OZ Z�Z DATE ESM inc. m JOB NAME A CIVIL ENGINEERING. LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 98055 CONTENTS (206)228-5628 CHK. BY SHEET-- OF COMPUTATION SHEET JOB NO.1 29-Z-966 DATE SHEET e� OF ESM inc. JOB NAME A CIVIL ENGINEERING. LAND SURVEY. AND PROJECT MANAGEMENT W. BY Q CHK. BY CONSULTING FIRM 451 Southwest 10th Street Suite 106 Renton, Washington 98055 CONTENTS (206)228.5628 ..... (j.'^.�) .. I A/ %o / VB %/ 1 Krc awn 11,40 .:r/�::�-o :110- COMPUTATION SHEET ESM inc. A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 941 Powell Ave. SW. Suite 100 Renton Washington, 98055 (206)228.5628 JOB NO. Z9�9j "OZ- �93 DATE f'-�e 7 SHEET _1_L OF JOB NAME '�"1h150✓ P10CC- COMP. BY CHK. BY CONTENTS �-�---T-- _L__�_ I L_L. L_�_I L �. -' __L /GG L-1 I I I I I I I I I I I I I I I l I l l l l l l l l l t _�I _-.1-I_i._ .._:._1i-.1I.-. _-_-:-'+'-4l--�_-1_�_�-1_1_1_..L_-:_a_1_J _'r-t--+-�--1-•F•-a--+-t-+--i--+-+--f--t-t-t-1--1--'--'-�--t-1--!--'----- I - r r-r T- T T r r - T-t-KT T t / - c8� ._I G=o.9o1A) Cro•zs(sk� %Ng�, . I I 00, t t I O.O¢ t l l p Z 3 � I O: 7.9 -I--r------I----� -I --r___-i -i --. -T --T-T-i--r--T-�--t--r- �--r-- - �-7- - �- ,- ,-.._ I i I i _ i � T- •� — � —T- 1"" - -� D• z¢a ��ef-'<' - ? ?_�� c►c.u�-� _!/_ Viz• 8_ jff/_ss. COMPUTATION SHEET JOB NO. �/� DATE I SHEET OF �S�JI I11C. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY ,l/• �1 ��i CHK. BY CONSULTING FIRM 341 Powell Ave. SW, Suite 100 Renton Washington, 98055 (�) zze-S62e CONTENTS - ------ -- -- ------ ----- -- --- -- -- -- - --- -- ------. -r ---, -=- -7 -- - - -- - . - . - T- -T- - -7 - - - - - - 1--- - -- -- - -- -- -�- - /- - -� - --- - - ---- j�J i i W �0xN�cti��W FSS�ONAIL E�i► - - - - --al"rOF-RENTO -- -- -- - - -- -- --- --- ----- ---- --- - -- - ----c-c- --- -- ----- Lam- --- BUIMING1ZGNING DEPT -- --- IF ,. h U c �/�COMPUTATION SHEET JOB NO. 2JJ// 4 J� _�D/A�TE l�7 SHEET OF ~ ESNI' mC. JOB NAME A CIVIL ENGI NEERI NG, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY Qrw CHK. BY CONSULTING FIRM / n S41 Powell Ave. SW, Suite 100 Renton Washington, 90055 (206I228-5628 CONTENTS ���-�-- i i I T -- Q rr 6rT - - - - �sr Ywc b x b E,c L P O Iva s, i-co 0.17 ACa 0, - - - - - -- A,- l .- - - - PSG [a WAS - 0- o ac rya.; - 0. 2 0 - Az 14fr mi-v GW = 0.Zl COMPUTATION SHEET JOB NO. Z"�Z D�J DATE 1. Z, �°j�' C, A AT SHEET � OF ES 1 inc. JOB NAME %/%�/`1 /' /•�lG{C� A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP.BY CHK. BY CONSULTING FIRM C / (141 2W�228ell -5628e. SW. Suite 100 Renton Washington, 98055 CONTENTS (JIB S/o � Tom» - COMPUTATION SHEET JOB NO. �//y` DAT • / SHEET s.L OF SM II fC. JOB NAME v_ ��l/y 7a A CIVIL ENGINEERING, LAND SURVEY. AND PRO)ECT MANAGEMENT COMP. BY �� CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 9MS ' r (ms) 225-5628 CONTENTS C!' - %5• h�hr %GI 4 ' OIJ !'C6c _lawns la ��G cz.. 3.ho- UV1G acres 0, 14- J;� r._'� 0'�I% .... _ -- -- --- _ r2 - r��U►r{ri - 2� t I C 10 , �) C b. �i) � c f oo 4- (fi-,r 15, 5a ff COMPUTATION SHEET JOB NO. Z�'02 DATE 19 �0/ — �T/E SHEET � OF . I ,ESM irnc. JOB NAME _-Wl'A'Or L kA- A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY D- / CHK. BY CONSULTING FIRM �+ 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (2% zze-seta CONTENTS — — — — -- --1— -- I --- ------------- elh_cam_ - L�-- i J I �.ro - -- -- 0-�� - - -a� l� -- - ------ -A. 0.55 7d _ I -A _ --- - . - 6_'2' --I 0- l o 0�_71_.. D•44 --� -- --� -- -�•�S -J� _ __D.IZ :<<- _ -004 0-14- -- -- - �: i�--'4'1--- --0115 -- --D.ZZ-- _ ao7 0404-- 0.5(r; �ACOMPUTATION SHEET JOB NO. ' D/ATE SHEET 5 OF ' ,ESM inn. JOB NAME LJj A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (206) 228-5628 CONTENTS -- _ _ ---�_e�----- — -_ r�� — - — bra..-- -- -- -� -- - ------,--; -, - -; - - ----- - - --- ----_ --- --- --- - - 21 0 72 L O_ 10_ 0.41 o ��I,�U f� laD _ ���o -- 3,�o 1,4 D•� - - -lawn &ins, -- oil ���►� - - P P - Z 10 I I",o 1 COMPUTATION SHEET JOB NO. v/���'%% '," DATE / SHMET OF ESM iric. JOB NAME (l`��h�wY 4ek* A CIVIL ENGINEERING, LAND Sl2RVET.^%D?W0fECT MANAGEMENT COMP. BY CHIC BY CONSULTING FIRM / 941 Powell Ave. SW, Suite loo Renton amilimmona. lw5S -(206) 229-5625 CONTENTS {���� ------ --- --- (0, r�5 . IL vo 0,51 s. J' ---------- ----- I I 1 Z• 3 �%� rj _/g .110 ����2 �� . - - ��- - - I � 2 r20. G• i I 4' Z�l 'O D. z _ p,;,-�,� f 1 l b - 2,�0 �, to �C goo• I ) _ Storm Sew . r D651, ra C00.0U GtionS ✓oe No. 2� -OZ - PGA DATE kz4, 11 / do eY - /-D�F CURVE -�-V �lP�i7�h RETURN YEAR SHEcT -7 OF ESM ina •51 jo. -- Iq� jueer S-, Im X-- W.W. —. vams cow 1145613 M Location of pipe Tributary c point of concentration Time of Concenlratioa ainfcl inlens- i1 Yof i� /" 0= C/A /nv.eL o1 pt. con /nv. eL at nextpl. Length of pipe Grade. %FiAC.P Ve% Diameter Q � r m s ecific areas noled Acc rn. etc/ Theo. Comri Area No. Acres „ „ unof factor Acres „ /00% z n 1o1a/ at pre v. p in pipe from /as/ m Jota/ lat t. of cant From T o n- D,oz4- o /d Did j4-�•Z� �• I!� r-t'� �.��5 11 �1 I �27 �i � �r?)' I^� I �rGt� I Zrb I ��?¢ IZ�Q 2.73 � I I � Gt IL G lD,� J e5 D?>? t0 0 5 I �, 1 by I 7 �z l�= I I I ,�o I Z.�> (�°�� IZ� 2rZ7 i n r I G�� o n ��' D I i 0.s0 I O•c� 12,10 I rc ; { 1��.74 I I ��� 0. (c �01 °a ���I l I IO.�� Z,2� Iz��' I•D� I i I I I I I I I c �� ;�. , .�, °`�I0,1�> I.II I b,���I'>.74 D.�>¢�1�, I.'73 I o2 I db`��? =� Z•Zo I3'�4 d -7- Z. i I I I / rJ TE G O%f4 .�� of .4-`' 9. f / I 0 4 4i�L k^ .�i ) I . r20 Q C� �( f% �!% it �S Zi I I - • °i� JZ � I �iJ3 j I I I � �,- A I 6� be Qy,� I`i•� �• IrQ g(Qgi /l ID I �,�� IZ. %j /�� /I//>� I'J?> I I I Nth 14 1f I e9 0. Bz (05 I /Z'� 2.73 ' f Storm S vlPr Desz; za romo_1jtGl1ons JOB NO. Z j -02- 1�,5 DATE TIT BY /-D F CURVE ScQ A CehIPh RE TURN YEA R ..SHEET OF ESM ina .,,s_ . aw U&MIS Location of pipe TribUtar e7t Poinl of concenlrat/on Time of Concentration ainfal inlens- it Y, Ir O=CIA /nv.e/ ct pt. of con /nv.e% of next pt Length of pipe Grade % Vel. Di cmel er Q i Full r m s ecific oreos poled ACCLRI. Tntc/ Theo. Come, Area No. Acres „ „ Unofl factor �� Acres �, „ /00% i total iAC. Cl prevp, inp/pe from last pt. lolc/ of pt. of cant From To n= O. OT.¢ o/d Div 6-el 76 I 8 79 fi-aoi C 7B (ten 7 �. 6, 2 �. 2 13.1 n 10,4! I15& 1 1 �i L 7 407= 401 �' JZ0 n I ;,� 3,0� 31= Y Iz :•7� I ( I I f I 1 ..�� /- 0.�J(c )p �,7/ D� r iCG !�' {�#� IL, / 11•ll r 0,J l J r) M7O� (ice I �,E 17.t7 I I I I I11 I I I I I I I 7 I #� I ��I Q.�i� 1471 �j.33 ��,�3 IZ.IS I l�.r�b I �.� D� I o 61"- 1�� I D,�� I Y•» 7' "' 15�� 4-14- I I I I I I I ° G �o li,L I I,lr-,o 0.$� �43'? �� I9 ;7,;�9 I I I ' ,. JOB NO. Storm Sewer Desiw 6 001putctions Z%� OZ- �03 DATE / '. % ifi7 By /-D-F CUP yE ,' 417 RETURN YEAR .SHEET 9 OF ESM inc- -it Sm.•..,, Localioa of pipe Tributary n point of concenlrotion Time of Concentration RC117426 intens- it yt !r o=C/A /nv. e% at p/. of con Inv. e% at neztpl Length of pipe Grade % vel. Dicmetzr Q Ful i r m s ecific areas noted Ac7-btalil Theo. Corgi From To Area No. Acres „ „ unof factor Acres „ /CC% AC. -2n total at prev. p inpipe from . last pt. total al pt. of conc n= ,� � * o /.1 Dia in`I D I I �.?0 0 11 <�' .1s`(o /Z,3 1, ¢ D, l 4jj51 °k o.��� 1Z �(o i q 2 I 'i-,, E,72 c13I ?_ 17'V �,53 110 0.50 CGv7G, I Il'a.l°0 I � , 0.-;>4-17,(,, S 1 4,a) I 0.C-c 10 5,47 Js� � I 175 1 497 �3? Il8 �•os core. I�Z 0.r>°� Zo.11 1,09 g o�0 ;:`al�t?�%I '55 � I I I conc. I oo��7 I I I i i t Storm fewer Desi7L romrutotions DATE le) / // /-D-F CURVE- SoiJh1le �P,6r/ RETURN YEAR SHE=T' /0 OF ESM inc. ,$I Sari....y Cm. I'M5422 Im Location of pipe Tri6Utar• Ot point of concentration Time of Concentration oinfal /ntens- it yt /r O=C/A /nv.e/ of pt of con inv. e% of nextpt Length of pipe Grade % Ire% Dicmeter Q r`ill , n7 s ecific creos holed Accr,•rn. ate/6 Theo. Corgi Area No. Acres ° Unoff fcctar � "'CA" Acres �1�� /00`/0 AC. 2 tole/ e/ prevp in pipe from /ast pl. tote/ ct pl. of cone From To n= o o D/el D JD o.iZ 023 O.I ;ce z ib. 1 I C7o 0.1�A=x 2,0o I �.ro I� 1Z" I I �v 14- fZk f �o p,2� 0 to o.'f l 1,t,O m, ,q 4'Gl 124L )2 �o I t I I I I ( t 1-7C� /� " , �+'I ,�� O•trL D•?� :f'% I, t� � I I,Z I �I r, 44 ��'I ` f'X'� !�S I Z��> Z-� Z7Z 1 I� 2,73 , -fir I/ G.3�ll d t���l o.O� 0•(oL I b"�i1 ll.� b" �2 jj ,I�? I .�o I b �� �r 337�•'�- V I CE,'�/� _ I b•273))I.(si� o.�� IZ,03 -- D,�°�73 ���"� �� I ��D �.41 P= ��'.'� ZS.� t I �� I-� 4 L5,5 'I F1 M I I I i I I COMPUTATION SHEET JOB NO. �// 'UZ [1 G7 DATE SHEET IL OF ESM ihc. JOB NAME 01'171150JK A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM -941 Powell Ave. SW, Suite 100 Renton Washington, 90055 (206)228-5629 CONTENTS I v► ovJ Ur• _ ZGA 0, 0)� + r Al - G. 21 �G Ec+ncl�f � Z� •'�I tM � 6�5 • ��S �• 1 t �Z �n�r� hale �I a tt y 5.el) I Y u 9) ZY Hq 0VU 7 Z-15 use 2 ' 14 031050 0 w 01 00' D27 00 Ow"Y' :24" 0315A 00"M Cc" 0 0 'Q7L.: Y 'TOT 20"D 00' M 7 cc cc 211 50,92MIZ 1 W 7 t.3 7 Woll W.! TZ) TAGAW 2i7s W2 WAAW25M 57 WWrA AdVACOMM I sz-cz t : _2 MINDOW F"IA GlEmn MT2 ny-nawam: 01, no-OSOT 02' 1 q Ow -03=li OT"7* so 1 2 1-4 wqgs z !7 11720_1� 207-, 1 JAI 7-7 ATURODATIM npuvrl RAORD 53S CHFAV NISWC 00"Ci TRWO FAU 70117M MIS MO MISUS WOMIMS20 NTSVF_1 z 1533WPN NISUS ----------- I VIV3 NIEVO WA SZ) SISAIUNV NIEVS 23VIJ HOSQNIM �C~0 00^08� / g^3 0O^S29 09^3T 00^08h 03^ 07� �,^ ^0L F' 89^ 90^069 ��^8 0C^0�� �9^�7 00^O62 0-!^O99 Z9~0T 00^0T2 T9^2T 00^092 �sfz) (uTm) (sfz) (uTu/> (sJ-z) (uTm> �O�� �WIl MO�� �WIl MO�� �WIl * *****«******�*****«x*e**«***«*********************************************** �F-je6 8-170-8 w~« (8A S3) 6ISA-1VNH, NIS"8 80S0NI01 **«***********«****«****»************»******************************+*****-XI -Y*+!** cRR��COMPUTATION SHEET JOB NO. -Oz a" DATE SHEET OF Es'm' •hic. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROTECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM -941 Powell Ave. SW, Suite 100 Renton Washington, 90055 (za) 228-5628 CONTENTS l �a - - - 1 VG �'IG� Vaal 'V l'I -i ✓Y� Z�t� (.yd _ Col o?' 'c- Z, o Z to 0 W A � LI !fl1 � I/• V COMPUTATION SHEET JOB NO. �OZ DDATE SHEET ?--- OF Elm inc. JOB NAME A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY CHK. BY CONSULTING FIRM 941 Po317 well Ave. SW, Suite 100 Renton Washington, 9WSS . GS 1�1 ug-5628 CONTENTS 119 co `5 IZk r24-"� C I r2•9) [M-7� r 7 COMPUTATION SHEET JOB NO. fe 'ESM I'm JOB NAME . A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT COMP. BY . CONSULTING FIRM 941 Powell Ave. SW, Suite 100 Renton Washington, 98055 (M6) 228-5625 CONTENTS I -QN1 DATE AVa' SHEET 17 OF ' saY c z 0 / CHK. BY �G - • �j�a_ Vb� i Vl5 i Pi �� lco rs � D 1L�o d r l6 Ftr r,4z>rr, ; 2. 0 1 yl 1 :__�• ;t*LUM } IVIGIudiV1C� Mw�fo0 n y f2'�) �?90113 151 �4D Gov�qra ( Sir- W,4y re Pow, To', A VA ME Vol I M2 'D K!. ETIM MMIUNMDU ---------------- PNIM01 SY7 my U19* L! T it! j- Z* A j 2L 001 DTC' Al Tz"7 21 19,692 1 AM U A 82 V1 95,M2 MT, At 2 T if zs"182 T ME= T NMC MCITH MM! --------------- 09=3211 CAM ------------ --- TA271 4DII03 ONM rf= pod"I OF a6yAn7s1Amj:.-, MU79NI 7412i 00 02TFs) M7702441 'RAVAS 7MC71 MHU NISM UK OY81 MOD Boll lullimi 311S 'BA11 9HOM132SRU N!EVQ 9 impgonN 11SUS nnows mis wsmn MIS NISVE WING NIEVe 61 MIS NO) SISAMNU MA 001 33MA 305141M a 21 97, 012 T 0 T 10 t C� 0 Two 209- 1 ?"t9 P n't P2 T C TC 70 9z Yr TO' CQ 70 't�l UtT IT . CIO 70 Tot -777 7a VA 0 TM - -, 'LM TO, 30" : 7• (7- wjl. C7, OT. OV-) njIT "7 2 7 1 TV VWT To MV t7 IT' cc 7 020, _1 T 1 1, 29 T a 9 T 2 T 00 - MOT TO 00M QPMZT t, -Vno AT 0 I'D D 07 19W2Z 10 9Y, ST, 00 4,1 C I 17C 071?467 7 PTI 8V OC M, D 2 ZVW72 �!. 6T 00': 07'0= mf_/�2 OT W V�y ln,z9z tz, 9W 0040 "T-3 V122 T21 12' If-) ON/ i�1022 t2, 42, `2 WK, 'TE2 62" CO 09 00 LS; TOM t 7 '192 Tt 29" OC 1 T, 1. %pol 92,M zu" M* C Q Q. C T �� =�, 1951T DDIES2 At'' W cc 0 2 i/ EF'SES cc, 42, 20"C I IF 71"OS2 iV 19, 0W."Di QV7 Sz QAMT MOW it* LL' 00 0 C., 062 27 IT12T z - , 062 7 8 1 T is' T, 08 1 1 09117- m2'�ZIST LZ'062 86"ll 884 ?8"T 022 =C990T EIM12 bo,z 104- A 3 , _7 002 pt"62M Jam. 062 02 47 024 9 z I 7_: OL27 99"07LGr 'E"062 0 D "12 90 '17* si'z OM 69"MeTT CB2062 20 1 tr so It, & 9 1 12" OTZ 9l'9!LTT OL'M2 29" M t1V 08T MAIM TTV92 TZI TZI %lT. C&T Zb"ISLT 62"991 27, 2T, 90"T 0ZT W"67b 23,G82 90, 90* 92, 0& QNOSSIUMV OSUKMU) IANA VId HI ply) nn7 7 F. c: i sfn CP'S VOMWO MEN! 70! SAO TWE Tro7wipc 7=2A xy l'! GAN �!V TUC, c c MIT 72,= cc C CWT 0 0 '0 C co C OW'' 78,132 GOV 00", OOST 12' zstta2 0 c " .-21 co "0 OALT WV 23"SEV 30'(D 30"c'! 00"01 OWI, 2 0 ':L. 28092 004; 0010 0010 OUT 62"TT 20032 co"o 00'0 0010 089T MW MOM 00' 0 00,C) 00 *0 09?T 16VT WM2 00"Q 0010 0010 CWT ZZ'PZ ts"t 82 00 *0 co,(-) 00,17.) 0WIT LIM 28,M2 00 "r, 00,0 00"0 air MIS NO) SISAMMU M OCT 33V7d AOECMIM 1 0 TR-55 GRAPHICAL DISCHARGE METHOD Project windsor County : king State: wa Subtitle: 238 acre plan review Data: Drainage Area 238 Acres Runoff Curve Number 71 Time of Concentration: 3.86 Hours Rainfall Type IA Pond and Swamp Area NONE Storm Number 1 2 3 '----------------------'-----'------'------' Frequency (yrs) ; 25 ; 5 ; 2 24-Hr Rainfall (in) ; 3.5 ; 2.5 ; 2.0 ; Ia/P Ratio 0.23 ; 0.33 ; 0.41 ; Runoff (in) ; 1.06 0.49 ; 0.27 Unit Peak Discharge :0.078 :0.064 :0.062 (cfs/acre/in) Pond and Swamp Factor; 1.00 ; 1.00 ; 1.00 0.0% Ponds Used '---------------------- ------ '------ '------' Peak Discharge (cfs) ; 20 ; 8 ; 4 User: cep Checked: VERSION 1.11 Date: 09-25-87 Date: JOB TR-20 ECON FULLPRINT SUMMARY ENDPLOT TITLE 000 ENDJOB 2 TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11 Project : windsor County : king State: wa Subtitle: 100 year event for 264 acre basin Data: Drainage Area 264 Acres Runoff Curve Number 78 Time of Concentration: 4.51 Hours Rainfall Type IA Pond and Swamp Area NONE Storm Number 1 --------------------------- Frequency (yrs) 100 24-Hr Raintall (in) ; 4.0 Ia/P Ratio ; 0.14 Runoff (in) 1.89 Unit Peak Discharge :0.086 ; (cfs/acre/in) Pond and Swamp Factor; 1.00 ; 0.0% Ponds Used ---------------------- ------ Peak Discharge (cfs) ; 43 ; User: cep Date: 09-28-87 Checked: Date: TR-55 GRAPHICAL DISCHARGE METHOD Project : windsor User: cep County : king State: wa Checked: Subtitle: 100 year event for 264 acre basin Data: Drainage Area 264 Runoff Curve Number 71 Time of Concentration: 4.51 Rainfall Type IA Pond and Swamp Area NONE Storm Number ; 1 I---------------------- Frequency (yrs) 100 I I I I I 1 24-Hr Rainfall (in) 4.0 � I 1 I I 1 Ia/P Ratio 0.20 I I I 1 I 1 Runoff (in) ; 1.39 ; I I 1 1 I I Unit Peak Discharge :0.079 (cfs/acre/in) I I I I I Pond and Swamp Factor; 1.00 ; 0.0% Ponds Used '---------------------- '------ ' 1 I I Peak Discharge (cfs) ; 29 ------------------------------- Acres Hou rs VERSION 1.11 Date: 09-28-87 Date: TR-55 GRAPHICAL DISCHARGE METHOD Project : windsor County : king State: wa Subtitle: plan review Data: Drainage Area 238 Acres Runoff Curve Number 78 Time of Concentration: 3.86 Hours Rainfall Type IA Pond and Swamp Area NONE -------------------------------------- Storm Number ; 1 2 '---------------------- '------ '------' Frequency (yrs) 25 ; 5 24-Hr Rainfall (in) ; 3.5 ; 2.5 Ia/P Ratio ; 0.16 ; 0.23 Runoff (in) ; 1.50 ; 0.79 ; Unit Peak Discharge :0.090 :0.079 ; (cfs/acre/in) Pond and Swamp Factor; 1.00 1.00 ; 0.0% Ponds Used ; '---------------------- '------ ' Peak Discharge (cfs) 32 15 ; -------------------------------------- -------------------------------------- User: chuc Checked: VERSION 1.11 Date: 09-24-87 Date: TR-55 TABULAR DISCHARGE METHOD VERSION 1.11 Project : windsor User: cep Date: 12-15-87 County : State: Checked: ____ Date: ________ Subtitle: existing basin map Total watershed area: 1.133 sq mi Rainfall type: IA Frequency: 5 years -------------------------- Subareas -------------------------- I&II III IIIa Area(sq mi) 0.70 0.23 0.20 Rainfall(in) 2.5 2.5 0.0 Curve number 77 77 40 Runoff(in) 0.74 0.74 0.00 Tc Mrs) 0.29 0.23 0.92 (Used) 0.30 0.20 1.00 TimeToOutlet 0.00 0.92 0.00 (Used) 0.00 1.00 0.00 Ia/P 0.24 0.24 %300.00 (Used) 0.24 0.24 0.50 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I&II III IIIa 7.0 5 4 1 0P 7.3 6 5 1 0 7.6 8 7 1 0 7.9 20 19 1 0 8.0 31 29 2 0 8.1 40 38 2 0 8.2 48 46 2 0 8.3 50P 48P 2 0 8.4 48 45 3 0 8.5 44 40 4 0 8.6 42 36 6 0 8.7 40 32 8 0 8.8 40 30 10 0 9.0 43 30 13P 0 9.2 41 28 13 0 9.4 38 26 12 O 9.6 35 24 11 0 9.8 33 23 10 0 10.0 32 23 9 0 10.3 30 22 8 0 10.6 29 21 8 0 11.0 28 21 7 0 11.5 28 21 7 0 12.0 27 20 7 0 12.5 27 20 7 0 13.0 26 20 6 0 13.5 26 20 6 0 14.0 25 19 6 0 15.0 25 19 6 0 16.0 25 19 6 0 18.0 24 18 6 0 22.0 21 16 5 0 P - Peak Flow TR-55 TABULAR DISCHARGE METHOD VERSION 1.11 'oject : windsor User: cep Date: 12-15-87 )unty : State: Checked: Date: dotitle: existing basin map ital watershed area: 1.133 sq mi Rainfall type: IA Frequency: 5 years -------------------------- Subareas -------------------------- I&II III IIIa -ea(sq mi) 0.70 0.23 0.20 vinfall(in) 2.5 2.5 0.0 /rve number 77 77 40 tnoff(in) 0.74 0.74 0.00 � (hrs) 0.29 0.23 0.92 (Used) 0.30 0.20 1.00 meToOutlet 0.00 0.92 0.00 (Used) 0.00 1.00 0.00 JP 0.24 0.24 %300.00 (Used) 0.24 0.24 0.50 me Total ------------- Subarea Contribution to Total Flow (cfs) ----------- 1r) Flow I&II III IIIa 1.0 5 4 1 0P '.3 6 5 1 0 '.6 8 7 1 0 .9 20 19 1 0 1.0 31 29 2 0 1.1 40 38 2 0 L2 48 46 2 0 1.3 50P 48P 2 0 1.4 48 45 3 0 1.5 44 40 4 0 1.6 42 36 6 0 3.7 40 32 8 0 1.8 40 30 10 0 1.0 43 30 13P 0 /.2 41 28 13 0 �.4 38 26 12 0 /.6 35 24 11 0 /.8 33 23 10 0 1.0 32 23 9 0 ).3 30 22 8 0 `.6 29 21 8 0 ..0 28 21 7 0 ..5 28 21 7 0 �.0 27 20 7 0 �.5 27 20 7 0 L0 26 20 6 0 5.5 26 20 6 0 1.0 25 19 6 0 i.0 25 19 6 0 ).0 25 19 6 0 3.0 24 18 6 0 1.0 21 16 5 0 - Peak Flow PLAN REVIEWS No. Project Name: _ �Y«� J `� W`�`j" Building Permit Number. 13J? r/ � 6 — 13 r1/ f Date to Utility Billing: Business or Use: -� Site Address: Owner/Billing Address: 3 Tf A7 T G Igg CITY OF RENTON Engineering Dept. Tax Lot NumberW Souare Footage Assessment io z (T 9/o4 D �P a-? /o c� 3 L z /Yr c /Y1 P f,. PLAN REVIEW ROUTING SLIP DATE: APPLICANT: JOB ADDRESS: , NATURE OF WORK: TO: Comments Due Comments Due ENGINEERING DIVISION I I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION I I ZONING & PARKING OTHERS I I ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. / � # , REVIEWING DEPARTMENT/DIVISION C- J/L /7 ) I APPROVED I ( APPROVED WITH CONDITIONS I I NOT APPROVED f oo4 s f Signature of Director or Authorized Representative REVIEWING DEPARTMENT/DIVISION I I APPROVED I I APPROVED WITH CONDITIONS Signature of Director or Authorized Representative TE Z 11 NOT APPROVED uleri0 #le3 �- I?- F'41 lo '�Ai i� Gr q'•r i t M ( .t ,( .Q��ytjs "kr'd •'� n S .7 4f 1 `"iii .�yr i 1'y� ��- {R>• ' M 1 ' > + F .0 of r >� 'A. , r'. qry: .� ♦ ( ` f BAR 1 �n r r r �, •{4 a 4.. }]r. :f. .•f •.-' i, �, ( '-� � `• -hti;x. !s �-1 _ '�k> q � vtv�'!_ t '� - .-,j..,� �'> 6 y � t?_`' � S• .1 "x ,{' •v '-tt. t'tt 156:.,fc :�;5} .Y1• _ t -> 3 �4'•Rit K 7' 4 i' �I, �► rr` i` '�'c#t '¢ •c ',M J` _ ;fx "+^`tl �i� ^ �tt. .r�� '1 wt�,._ ,t a �r la ?�41.,_ � � � y.c •'het'• .r...y�„»rl=,, e� •i�+• �'..� . •i � �`, .�dc ...}� .. �,r,w r 1. ' .c .�'.,�. :'�. . R' .'ai '•¢�r 'T:'•. U ,. ®Yi. S �. r: ii..-: °�r� �'9�'�'f"!' ''1,' ( _ �'�1,. rr,('►ir. _ `" Y4 _ f•��;;llfrj " r t _ n 0 p`N: M +•�`+ �r r , ;',ir-1+}>'a �r�r '����` �` 'f►• r �' _ ., �xF r -<. � s�r '. 'S i t y? � ;� �,, ?� L iY a ti'd •Y{a `� i _. } ..a •-4' .f .irf+. { •a< i•a.•F� 'Pl'�az'4�' j ' 1 ;, •L'. -{�g� .h >?'.�' 7 ''. - c.� 4 i. ,�( I S .- rS� jt,•�:c��'T"'a � �•;.,.''- '4 �' 4�i ., ,�'� ` r� y �i� .," r: :if'�-'�_ [�t 'S'i$��} r W.; <rr•� v''i.l , s�•+± ., ..-. Ai-: �,-.ry.' + i :'�'.ti� •x'.. {yam, �i f++�'�# 1'. ' Ny �' ��,,. 1 .�iSt .f•' 'A AI,- '�q #�� t :k; i 1+ -< .r if •2' ("`: Z ,+'" r $ .,iy> •t' B •w Ty►'.`s i. Yf -. , wl,, - � r '1 t�� � 1 'M' ,�-I+,�"` •. 3 .. � (.. w..- fdl tL • ' �r. �_t, r. 'irr_. +i� rr .f a5�� a ''Q' 11,`. ; ,}, .� v?c_ 1 �} a gya�:• `i' �,, (" �W •VV' j�.:� •` t ___yam '-.f,�ta C h. . '�' '{y,. .` ,•, / ACC � - w•1 t _ M � 'l- � +fir -"'�.{ �•- -,.�' �.l j yy� 1 . �'r '":��i' .� (' ,, - ri I { ,.y. , .. r ., -q ` ,n �IJ y,SS^'''�3 `ti � 9 ,;,. t r�.{ �>; f r. +�'�� •,'�r'P ' {'3i .( r+ (� w �` �a � i � ' '" / e� ,.� M�, t'.,,. tr J�rr .y�4'T:1 (� .rat, yY' ..•�-S', "r �. Xh,l .1 ,',, ,�. '?-��•,;' ;���� �� � r\�.lr y ry i j. ' �• lg�,,,•LSE'. tfi' r �.t+. ° . <i $$ J••C�'�}. � •y !�yi, :.Y 7 >, SS7' . �..4 fiic' 4 , C!' .. ., • � .. '}��" :G 1. ^. , + ' 4'^'�' � •5.',. a. r<-'r s-+ r, s_ i►� 3�' "Y a, � t " �+ .. r �'�` '. "'f{S . w.. c '? _ •� r ` _ . . � '>� �"• r �,t'�1."'7.', c �r r - rrii '�• .l f �.•. :Y !R . F_ �.. { � ,,,•l c ��. �$ > `,,7ra•_a;`'r^ eF r: ,. ''I, ter- !ui 'c'r i r� x_i`' �. "�'f'� ra ,. r '^"ram•, ., ► 'Fm. c ry �4�►s ,�. ; �.q �,;3iLeta._,�,`_ + �<'�(, ..-..M�•'�i. �~,r � 4. fir" ;bl'��., �., 'K °!,t,+�.� i�t�>�":1,r iY ff`: '�.t. ♦k y:l e, -- �.b1!`f t t1 r T� • •� 1 r.w' '' - � 1 � ,',�lF"" !fie'•. 4r ell }�.if` 1,.. -S. �!. Mr�•a * (��jjh ..f, � :'i+'_ x, f, � ' ,ar �,,, � .(�. r� ;1,, r "�t�' r ��- ' � �"�'fi$ 'Ci. � '4� er� r �;: .r 'r:.,� - ,».r a' v . , , .t•'+ (C#•y. • y •?, a �P,.(�hV�' ` i � 5 j, ..1. •., < ,A• .9 7 _ • r - r/t•' � y �("%i.. -i' � :ll�� + fl = .� A Mr. ..(4r f 4� ,'.. •�J -L, ', - -.� 1• a - �� '4 .. ' +C' + t, -�4 •� `� � ,.' ( 1'1s77.4r'4Y �. .'F' -n. - r .. {T, .�[, . ;y * � .j ,/��j•i��• F�� • >�, ` ��� `fie^.. .� ti. � 1'�. '�� -y 1�4 ; � � .. .. a � ' �1 i5 _ ,T ,'�`� r� 1 •.11�,�c: <4 MS ,t �.o '.i fi, ' �t;,q F `•��:�'1 � 7 IL It vn p ark' •- x�t�' 7" R... ,i .. j,,�( :� ,- A . .t,' r *+ .� ' i " ' , °t'6• r T ,(ariiSr) .yip F 4 .- ... w �,' t • - ♦ .area. ��. -'4.`" r i u i e• : ., _• _ a"E ., •.•r' 6. i.,- _ _.>..._{,a a�.�,._ �_�Y(:�sc...,F..r.,n•ec.:...:.,,......., T E R O F F I C E MEOO TO: DATE: /<`:�. I CAM A FROM: SUBJECT: rj 0 6 CITY OF RENTON "LL PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering March 11, 1988 Mr. R.B. Powell, President CORRUGATED METAL PRODUCTS, INC. 11255 Kirkland Way, Suite 120 Kirkland WA 98033 Subject: Windsor Place Development Dear Bob: I am in receipt of your letter of March 8, 1988, and would like to offer the following observation. As I mentioned in our phone conversation, there are certain criteria that need to be meet in order for the City to approve the use of aluminized steel pipe. First, I need documentation on the acceptable limits for PH and ristivity. The City has adopted the 1988 APWA WDOT Standard Specifications and therefore, any use of this product would have to comply with the specifications. Second, any testing that is performed to substantiate the acceptability of the soil's conditionwill need to be performed by an independent laboratory. The requirement for testing include the laboratory doing the site sampling and submittal of a report outlining the sample locations and test results. From the information provided in your letter, it appears the site conditions will not meet specifications. Therefore, without proper supporting documentation and satisfactory test results, I can not approve the use of aluminized steel pipe for the above referenced project. If you would like to discuss the matter further or you require additional information please advise. Very truly yours, �er - — Donald G. Monaghan Design Engineering 2E.3.4/DGM:ckd cc: Archer construction r£iiuck Price 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 M M To- ., T E R 0 F F I C E TO: DATE: FROM: SUBJECT: eol)p"odl rr sc of c 0 0 PLAN REVIEW ROUTING SLIP 11 DATE • APPLICANT: ,� -� / (� c �" f ' "L l l S'G� 71� ILL -I- JOB ADDRESS: NATURE OF WORK: TO: Comments Due Comments Due I I ENGINEERING DIVISION I I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION I ( ZONING b PARKING OTHERS ) ' i , 'A ' /L % /- Z -2 I I ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION I I APPROVED I I APPROVED WITH CONDITIONS I��') NOT APPROVED ,gevlsad riq,s reQ'Uirtr�/ U, Xell) -5:,t lei -'15 kf TE /— — gnature of Director or horized Representative REVIEWING DEPARTMENT/DIVISION 1-1 APPROVED ( I APPROVED WITH CONDITIONS ( I NOT APPROVED a qb 0 PLAN REVIEW ROUTING SLIP APPLICANT: 14J1,1,1a SOe AS QC — JOB ADDRESS: 7 A,/ 0 NATURE OF WORK: TO: Comments Due Comments Due ENGINEERING DIVISION I I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION I I ZONING & PARKING I�I OTHERS / o�" �� I I ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISIONy. /V, k�/9/T, L.L.TiG-1Tr� I I APPROVED I I APPROVED WITH CONDITIONS I TI NOT APPROVED I. / iti'►v/c � � li/SF/� Signature of Director or Author REVIEWING DEPARTMENT/DIVISION Ci'/SCG155�� l�/rT/� //6-/h S . Representative / 27 ere, �� Gf l P •� DATE / Z'' Z/ -7 I I APPROVED I I APPROVED WITH CONDITIONS I I NOT APPROVED 0 0 R CITY OF RENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering MEMORANDUM DATE: December 23, 1987 1'0: Don Erickson, Zoning Administrator FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT: Windsor Place Apartments Storm Water Assessment The storm water assessment charge referred in the attached memo for Windsor Place 1 Apartments in the amount of $11,603.06 should be collected prior to issuance of a Public Works Right -of -Way Permit. Charles E. Price w\c\m\erickson cep: jlrn 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 0 0 ` F: r,� tires.'. �' �-+• ... �� '. ... _ .. • -. .., - � - - - - : s�` -+r � �"R �� `. �.. MEMORANDUM o To r, • ,,,. —� Date From Subject � `� �..•�, ���•�",:: 1 / / S4v2d • � p � /-C rCs � � J/�G•[Fx��� 44 I ) I I r — 1 N � I��Ln03 0 PLAN REVIEW ROUTING SLIP APPLICANT: Al— 4 S S 1C JOB ADDRESS: i/ NATURE OF WORK: TO: Comments Due Comments Due I __I ENGINEERING DIVISION I I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION I I ZONING & PARKING I�I OTHERS — I I ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION <. (2/ L Vt1,,4-172L U.7-11-17" l I I APPROVED I I APPROVED WITH CONDITIONS 1T NOT APPROVED rt'�Pc, �i�FS �"S �//SCG;SSA6� (,✓</ 1-2aere, 2. w e e Nol-P.' O n Signature of Director or Authorized Representative REVIEWING DEPARTMENT/DIVIS I I APPROVED I I APPROVED WITH CONDITIONS TE S,yJ S� c . I I NOT APPROVED TE Signature of Director or Authorized Representative a 0 4 " f� Barbara Y. Shinpoch, Mayor CITY OF RENTON PUBLIC WORKS DEPARTMENT Design/Utility Engineering MEMORANDUM DATE: December 23, 1987 TO: Don Erickson, Zoning Administrator FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT: Windsor Place Apartments Storm Water Assessment The storm water assessment charge referred in the attached memo for Windsor Place Apartments in the amount of $11,603.06 should be collected prior to issuance of a Public Works Right -of -Way Permit. Charles E. Price w\c\m\erickson cep: jlm 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 To Dome g4-F, Date � oT From Subject � I "All S ZcfJ �4cr�s � py-2/cc.-�>v 0?S • PLAN REVIEW ROUTING SLIP DATE: cI -Z APPL I CANT : LJ ► U O S n 2 P L -A PA 2"T _ JOB ADDRESS: `f S S 62E M E � ?-, AV/,AI kZ- NATURE OF WORK: 0--to Ai S TO: Comments Due Comments Due ENGINEERING DIVISION I_ __I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE r.EVIEW I I UTILITIES ENG. DIVISION nn I I ZONING & PARKING I�I OTHERS -S(D 2 *1 % /'� I I ENERGY CODE Comments or suggestions regarding this application should be prov;.ded in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION %��,�/ %,� 11229 7 Z=% LL / / ( I I I APPROVED I I APPROVED WITH CONDITIONS L�i NOT APPROVED �, h te S o, P 1Gj Y� 5 m c %�+� ► "` -Sy //5 sc+�,., ,gyp% �� 7�/ S��rT�-S Omr/4-,l Un, 9-���nr e�rr,�" �,►�s 3z�f� �h GN�g �h 1 0U�1r P✓`C'✓1 4'Cc.�C S ' �• 7s�'ts V�. 1 - �S� `/ 3 e-lq Signature o Director or Authorized Representat REVIEWING DEPARTMENT/DIVISION ve TE ! 7?' 7-7 I I APPROVED I ( APPROVED WITH CONDITIONS I I NOT APPROVED _ DATE Signature of Director or Authorized Representative a % JOB TR-20 FULLFRINT SUMMARY 10 TITLE 001 WINDSOR ALLOWABLE RELEASE 20 3 STRUCT 1 30 8 385.41 0.00 0.00 40 8 385.91 1.70 .0484894 50 8 .386.41 4.48 .0969789 60 8 386.91 7.63 .1454683 70 8 387.41 10.83 .19.39578 80 8 388.41 22.11 .2909367 90 8 394.98 45.75 7.9929541 100 9 ENDTBL 110 3 STRUCT 3 120 8 384.35 0.00 0.00 130 8 384.60 0.30 .0517398 140 8 384.85 0.79 .1034797 150 8 385.10 1.35 .1552195 160 8 385.05 1.9i .2069594 170 8 383.85 3.91 .3104391 130 8 386.30 4.37 .5793205 190 8 387.65 377.39 1.6733728 200 9 ENDTBL 210 3 STRUCT 4 220 8 382.95 0.00 0.00 230 8 333.58 22.97 0.000001 240 8 384.20 7.83 0.000002 250 8 384.83 13.34 0.000003 260 8 3B5.45 18.92 0.000004 270 8 386.70 38.62 .1251028 280 8 394.14 77.01 6.6366951 290 9 ENDTBL 300 3 STRUCT 2 310 8 383.3 0.00 0.00 320 8 383.5 .04B544 .0094794 330 8 .384.0 .090817 .0Z71777 340 8 384.5 .118908 .0568761 350 8 385.0 .141529 .0805745 360 8 385.5 .161002 .1042729 370 8 385.78 .170941 .1175440 380 B 3B6.5 .31074E .1516696 390 8 387.0 .360538 .1753680 400 8 387.5 .402630 .1990664 410 8 382.0 .440019 .^^^714A 4^1) 8 388.26 6 389.00 8 389.5 8 390.0 B 390.5 8 390.73 8 391.53 9 ENDTBL 6 RUNOFF 1 1 1 .363688 6 RUNOFF 1 2 5 .01753 6 ADDHYD 4 3 1 5 6 6 RUNOFF 1 4 4 .:77125 6 RUNOFF 1 3 2 .0089531 6 ADDHYD 4 3 4 2 7 ENDATA 7 INCREM 6 .10 7 COMPUT 7 1 1 7 COMPUT 7 2 2 7 COMPUT 7 4 4 7 COMPUT 7 3 _ ENDCMP 1 ENDJOB 2 .458095 .2350879 430 .651J77 .2701615 440 .724119 .2938599 450 786912 .3175583 460 .843576 .3412567 4710 .868091 .3521579 480 1B.64187 .4364656 490 500 7B. 3.855 1 1 1 1 1 510 87. .2667 I t 1 1 1 520 11 1 1 1 1 530 78. '.855 1 1 1 1 1 540 72. .2888333 1 1 1 1 1 550 1 1 1 i 1 1 560 570 580 J.5 1.0 3 2 1 01 590 3.5 1.0 3 2 1 01 600 3.5 1.0 3 2 1 01 610 2.5 1.0 ? 2 1 01 620 630 640 PLAN REVIEWS Project Name: ��y',1iYl/-k-k1,677 - t/L7 X� Building Permit Number. /3 / 6 6 — 13 " Date to Utility Billing: Business or Use:Y/irrii�, Site Address: 4,3-3 .2L� Owner/Billing Address: —(",?- 4�1 Tax Lot Number(s) Sauare Footage Assessment v ,i /0,23 0:z:9-3 .3n' /�� zI, ofs6 3 / 06 /4 7 DESCRIPTION ADDRESS DATE DATE - CHUCK'S DATE TO 19V RECEIVED REVIEW BERGSTROM DUE DATE TO BUILDING BAIFE Re . D. DATE TO BUILDING DEPT. PLAN NO. PERMIT BILLING 37GC -h I 3 I i � f a � i ! ; il N 18 6,373 10 E 1,671,236.85 N186,000 I I II I I I I I I 11 I II I N 162 II li I ' � I �l 1 II II I I 402 I I \ I ' 1 LM 396 181,000 N 181,125.55 E 1,671,275.22 Compiled by ►NIAL MAPPING CO. Portland, Oregon CITY OF R E N T 0 N Adjacent Section No . 3 — 23 — 5 N 86,310 99 E 1.673,873 17 N 181,037 54 E 1,673,859 44 a r c� Adjacent Section No : 15-23— 5 w Scale 1 2400 The p eparation of this map was financed ,n part through an urban planning grant M ,00 C zoo 400 Poo boo ,NO F••, from the Housing and Home finance Agency, under the provisions of Section 701 of the Housing Act of 1954, as amended. City of Renton, Project P-38. C.M... ��.....1= s �..f USC a a I "fum Rectanoular grid based on lambert Prolect,on State of Washington North Zone 1 V x i T RE 44 V y 7 2 it TT AERIAL SURVEIL CITY OF RE ENGINEERING DEPT. JACK E. WILSON • CITY ENGINEER A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. -59ARb k Refa// Wa// I I �90 AOA 2 o s/ous 02 I o D 0 a� A 91y • h 0 0 A'Po� d�. k� pp1D A� �a _ _ i r� 2 p A00 '�' `;, • . //V '_'V - 16 ' v 0 JP A +— Ap 6�d Owl p I� x 1�` 1 � Tv�•",� \ FNGIw�' POP q d . �.,,w,,•.µ � � n �9)• /55L-F., Roc,� RP1a11211-7y Wa FGar. �p9 .� F.405.0 It-0 FF 409.5 1.N1 1 b to O q• ;��0 5 9 4/0 O Z `��' \ q a A09 �� �q• q N o� n x k q' mV. AO • � . 2 I F. F 4070 i Ex. h ti PP s Z' - •- ---- -- � �� �4,z � ram, s- A � �� 0 S a ,�:s� Ex a� ti SCALE: 1" = 40' A�Q h 12 I CONTOUR INTERVAL = 2 I 2ID DATUM: CITY OF RENTON IF.F.4/O.,1 _ F log. 9 5 Di tCh �q/o B.M. Found chiseled square at and of southerly gas pump e � - � P island at Standard station at N.W. corner of N.E. wM I I 4th St, and Union Ave, Per As -Built Sonitary �4Sc�ncn� To �I Sewer Plan, Drwg. No. 810120 Pg. 2 of 2 dated Obfo�i��' b • Ow��r- �or- 01 A R\3• � qp4• I I-20-81. Elev. = 401.08. To C0r7sf�io� 10'.5/ooc Eosoin�n�` To Bc �i �oA, I /l To �s, 111 p 0 � , - ` o o /O ' S/o o� Eas��ocr>f To BcN F� 9 v ,. SP n q ? �G A� 01M7117ct' ,By Owrx+er �(/. ioa �0 ow LEGEND CONSTRUCTION NOTES MW O w o o To C01-2s `/'C/Cf/0r7 o ? IMF. 4/3.0 4/2 -- -- - X R R�d9e Lire Ol Re mo ve- Exisfir79 A soha/f �Ns � FF. 414. O � �� \?� o 3B6 /V' 2 /Z 22 " /�/ to /8. 03 '� �o /S O3_/Tofci/ - - — -4/O Exisf Cor�fovr ZU Orari7a9� Swa/c - Gi'ao'o To Orcrri� T w - 408-6 Tom Of 141,g// E/ev. ® To Be fr'e%oafed B� Ofhers • � � � \\ F.F. g09.0 � "Gno'=4G�9.2 Grour�o' E/ov�rfio� 90 / 1 G a F.F. 4/2.0 Q 4D9.4 A\3. x Rrolo Soot E/ev. F.F. �2 409. 0 y ►o4 G1�ODOl7 f'io,o. f�c�irary ��r / O,9yai/On Shf x ,�.� •x � h • \h , X �---� � F.F 410• F.F. 4 /4.0 ,� al / I ` 91 k\\ Z ,�/ 1 Pao/ I Re c. Bldg." ,�/ 4r q / 2 I 1 o f I F-F C ��' Ro/ a A\\9 h �i(0 6 a� Ai I 1 - 0D 1 0' F FF 4/25 - Gor. F.F. 39 F.F.93 5 -1 _ R� � i I I a I I h. * i h p R T LONV k h p 2 0 FF 4 FF 409. a uA A F l/ I 1� P o a x s it F.F. 409.0 A 9 ,1 410 3 2 3 ojj \ a 5 _ okK 395`g / w 5 9 D o Gar. F.F. 398 Al2 s Pit F� V / h,r I1 o I I �- O F.F, F.F F.F. 4 / 0 .0 k�0 �0 _ 409 S o � � j � Ao � a ti 0 e F,F, 395 9 h 1• �. �,5 i Eoe - A 1 /ESL �91 _ M 399. 5 t v - — 0 l/ N Gb08' Uo \2 /Z 2. e3'Cl07100 ' 13 I � l4 4/l0 / `� � I VP • 4/2 �eh�jf C' V / 1 / L �J /�""1 Y L . / V. L . 25 S/oo� E inf To B& To o �g0 ,� E,r. IS ,�' Fcz��rz.- • e` l/� (1 � Cor>sfry fior> � Fo I A a Ct a v� • � o Vlslr F 10I �_MN o n A NA COR TES AVE. N.E. r Est � 5 DEVELOPED BASIN MAP s o oa` A r N 184 n nr m 2 • N'43,740 O• E 1,671.255 97 NIs3 N 82 . e CITY OF R E N T 0 N } F. v / r L__� i I _ � t i ! ❑ _� I �T ilc cary ca ----,_�'- _ )IUj - —_- -� -• u�J h,3Id + I l\ w. F- I: P NO., Li (• w t i ■ ' 3 - c0 I� ft I I r cY +)o.7 t'�39 a �.- — 2.p H ct 19 69 dQ , i 8 7 4 a I� I I ■.+* 6 Iz )IQ , II ' �Edw�llrlIW�5w I "t�IL-JI�'�41 f0 �8I :145 Q3 4�J 2f1E 3�xp��_Ir4nL�,� , IE-101 I rn ���I t GO 31.6y _ w n Y I - I 4 _�_ — — _ tt 1—f� — — — — — — — — 1 9 — 5 81 „I oo _ as z to y g og Rio -, x a10�- O I �� �= xA;L 10 T o ;�7r�1 - ,--+� I �' j `• -- -- 5 2 j ( 22 � � ; . Ix 1 `�` � " x s 3,It I Cl N • Y ,D 13 O: ANr!1 �� ' ,r lilkC F '.,e �,' - 210 AT 1 I , Its OL c 1 ac I"l I� ^� T- SD�c�`^� V.'�C'i^C �, aY. j '• 0 11 S T ' Q. Ei I 1 1 IITf ._ _ . ui _ I . L 1F10 C I \Ft 111. {J�. _ 105 _ i . I ♦ - +. C�11 i 1y f ♦ 6 gco,in *, /� )l Lcwd P�aA II Ll � 1 n , 15 h 4 -- � IN 'frFF'r STORM V�IATEFI UTUTY, R E C V ED JAN 27 988 a 0 i i i r STORM WATER UTILi 'r' ,fro JAN 2 7 1988 P�xisin�q� 13a5in shf , I�fl — -Ile r 1\ P� I i k STORM WATER UTILITY R E C E I V JAN 2 7 1888 a)(15)n Z� �/9-OZ- 8 � Basin sht_ Of 1 B I C ICOA5T_ • KENNYDALF. \ ELEMENTARY 3 9 44 45 SCH L \ -• ^ U'-1 / 389 1 I 397 140� 404 408 o� 52 53 �L 3� - --..� �--/ -• 1 1 I I+,-j, y; ."..\ a R E N T 7\J CI T L ItM, T I I I vl \ Z O 259 Z 39 2 36 Z21 Z Zn 2C9 14 �-� . i 1j ,c x,tz dll 11 II II JZ z s _ j4 11 1 I i Z78 - 25a 27=" I-� I 7 is to 4 , e L77 .. -� z57 - J� w -_ z40 297' 222 ..1Z1'1- / xl fI I I I A 7 2 16 _ -. 2 6 '0 \ 1 J 1 ICI ----- Z75 - 255 1a I :x I' > _♦� ,� ls� 1 / , - A 8 44 5: •: �, a �!t // �/ SIERRA HEIGHTS W KENNY- a `! '>E 99••sT - \ jq \I �/ , ELEMENTARY SCHOOL iQ -- as , I I i n5 M12 7 .1 a 5 754 DALE 23( Z Z3 Z05 Iw F 25a s \ tes , • • I f l - } + LIONS ! 'a = I ! ! ♦ , - 41 4o ae ee "e T" N B6 I / e --+- s a 3 2 35 311.3 32 31 i0 29 2g 2z t0 25�2 2) it 21 20 W ' O It W 3 PARK e Q '' �" 6 E o _ / -- a 4< a 4 a a 4. a •. e o C T - _FY} _ ° _ R 1 _ I I , ,-= L �i •o�� 1__1.11 T PL 9 Y - w 1 J!/ 6 S ):�2 -__ t ,L S I I z a- - c, • I : s s / x 4 �, - - - _ T E 1,7., P� S i , ) - / n E Z Tu 7- 57 II,1 N E f s 34 26 -O s .T% i'i q N E� �1�.,�2� •� c s j ST 4,,6 3 n� 115 s•:.,. s b 31 4 S (, ; te9 z7 a�•2t bt•zt4�•�♦s ze, 2 - ... J 4 _ : s z o /' •T _I r 5 it _ _�. _ 1l7 33 27 22 Q e , t- �� r•',e ,z t P t :17, I) '! 1 _ ST „ 1 +•0��2275 tt''-�lJ? �', t I PL ) •lo N z3"° gr I -L- L. r^ 111 � e � � 1 � ` q -' � txe � zzt - 253 9 7 6 -Cz'� T s t9- 2x9 .11 r0-y R 9!3 l 77j 7_(02 g / O 9 70 + x 1 e ° xo it 1 u T t q • u1-5, sso ?J 9_ s..l_ -J k 2 r 9 ZI IQ,1 d ,1�•_, z_ 57 .. 2 S I♦ S i Itit iil t9 r�. s ..... , 1.. 1 � h.�"' ,a q2 1 I • .. t! • +94 tll r0 Nt '1'�/ ��- \\ sg \\ ))4 :I ai , / ] 5 I♦ Il R-' Iz - N -t4/ 9 ♦ •t 1 1 IS e , to : :t , :s ,• ,• t° xi ty 96 Vz! t JS�1 2zb7 73s 209 I 334 " W I F' n 4 4 b W eT1 1 1 , SP I^y 10 5T ,wo 7s2 Jse ,`•, 766 2)b 70g r� 32g I I -.'i 9 is z. z t99� \ Jse 20 I, 5 t \ •] - a �tl t 7 7 25 rJ z e ) 2 7 I 4 7 � zCo3 �5?. ZAP j • - �A z - " '-�-- 3T s* / _` N� 8 4 ,o� 1� x s, •. 40 )oo � .ez�_t zo6 2 1� s . W' O f• x 4 ., .. •s • ae •• ,e s z 1 71641l8 -- • �` ' " 1 )e » 4. )ol of 2os 321 _ b > R _ • a o ,' - "� 30t elg--_J6u z I ? te! 7)9 ...,IOa F I h . ,t tF - )i. , • ,�., -'� //`,�,/ T r s.l ' I 307 >j a"1+�� a tel z+o a20! G� 1 I� • i a�, 1 M `_,T L 1 0/ sh " )o• N E 20•_ ST 202 326 O'" .I , .. n 2 �• F Pr s ♦ Q.'. 3, oro ': Tei 4 701 -..... _- - .,f• \2 1,41 1 _ Z•' ti 10 T" ST. .�o Iz Z t ]L� t z 1� \\ 1 ..� , °, ° 'b •,.,• i9 „ W 159 ,n♦/ I ; u i,,"f 1 1._ ' qt v ,D 2 �1, .• Z t 1 4 ' > \ ee e° n �T _ Df, - '1 4, i 6 •' s� .\ s r 1 h *I I I a ` eS ce vs qo 3 T I ' .i.- _ q_ c 3 NILLCRES r 1y`�� ' I ,Q / 11 \ I'O• / DB �e♦ ,o ,, ql 3a --- - j e j 285 �'' 251 .244 T a Z15 Z08 /. ELFME-NTARY 111 y ' I i 9 1 S ,e\ro' `9i ,I arc 4z has )5 292 _ t R �11 G"71 I 'r . l 9T"__ 5 r T ;T' ( > f 11 O 0 L , ,I /"/ �/ - 'f '- � ^R t ..E' I \ � �.•T - 7• i `,! 4S �r (\z 31 3s, R� Z) ° .� Z2 ZI 7 N E 9'" Si • 7 s e '��' ( 1 as -. ' I -. ,.eo wN:TMO" '.7b? tts z �z" -- ,9b 11 Y T 1. l Li 20 ro- 6 .. • t7 e ` NORTH • I]' I - i' N �/ • 1\ to / _I .`'_.. 84 kc, se 9au�Y.1e e`,OL4S z] is r 1 za >a ) e o T y� Y 11 ��1 NIG111 ANDS _ g ) `i' a 4 '�-..1�' t PARK. `' z 1 1 e '. \a s 11 I 11 I I -. ,I u E _ -17*r s - 1 bI , 72 E I :..N , i t 5T 1 l I I Z 1314 S 6 7 B 9 to ' Iz �a I+ is la I zc a )3 3 214 Zo9 I ) 0 )a, Z9I 286 a '1 245 Z tD . �° 14 "" -3 I ] I �S 4 ] ' z \� S• L. y NF�I's_. SI I o R-2 1 j R 3 0 _ G77 T1 _ B _ 1 _ a I I I ` I I � R-2 ' , - 1 - \ �. I 3t9 I ,} > ] a �,�.!; a t Zr - ----- �' ♦ I�• , R-`� ) 'E Ir . ,., II R-� o III 1 r wal-i+ Y wl 740 731 72R 7V Ls B- ^/ I �:k' s ' 743 0' I y >��- a -� � y ' ,) �" R -3 K 'r - - iJiC +(N ICiLII --ter f, A'' , _ 1,. 1 z , s -- �I� 4 B '.1 r s t s ' • � N I E 4't / • 1 �- n W s z 0 2 1! 1 „° 1 SCunnL R- , , t o7 1 NE I iTW 1� 1 ' ; F ` • r � ,� (- rr s w z b z I z_ z • 5 s 1 .\ �. / OP H r� 1 ` I IIL`J L q y )o Ilff 11rANE °3 sT �-��yj 5i . 1 R-2 ',1 9 I 288 Z66 PAR -_24Z 230 '�f .,►... ,o Z11 �� r.F .� z, a I �7( t I -G, ,• °, , 1 11 = �2 G-1 p / " 1 / I 1 a = t zb z \" a` •T I `. W. �C)- 11- 11. ) d f t �.- T i �' "` \ 1 I •..� _ _ - - - - - -- - -- 5T -- - -- T I' , I,ff h R�3 •�. IZ ; w � 1„ Z 1 I R-3 R j t zv 1't li" PF / e -3 • 46 2 • s z + } a. ,s HAZEN SR lS, W r �ZI �" _ 4 S 2 '`L1 _ S '1� 5 2 L Z O Z HIGH SCHOOL / z a 1 e S -�T'.6. I o e 13U ? 21..! a 5 so > w l -- - / ,,,+ { v 4 •t I ty s: Ir s s r a N E a to s \ �" - I • 7 \ .:a+` - s VS q 40 99 / O 1 ' VT 4 3\�40 J p q 4 - S z '•. /,A.I zi N E .Ilch _ , 1 `�y8j1r Q' ^ R-3 t s o - tb of i • is z, ,.a_e 1 312 'NI__ _\' 13/ $ Ip a\ =9 i:.Z >, {I �-}61 y tt s 1 3 3 IL �t Q ~ n L - is 'I q :o ,� 1'•�-� a 4 by- - II IU� ((�c/z� �14;e 'Q'' - r-s•o ?" .� 38 t; 3 19 ., I N E iO P -Y - } `JJ 3 r- :- �bl:s .♦I,y ' al z.`,i w /i/ T-------- :� 7 5 s.5 1 B l .o v e -_T ' + I� z o _ P_c It P e �y °9 - 4 , t P� • �. iw . 6 a i N t 10 ' U , � \ �° N E o, • I: p R Ib t q 5� z L s 6:1 7 4 911p I L" .;� iI C i ; 5 1 - 1-"-- > ?i �'" Ji 'S o z' s 113 - 1 9 n c cr i3.1 9J\ IS 6 ,�lal--�; a a e I'". i,e I♦ :1 I' NE I - �� _ L t, I 4 - - r _1___ 37 +.�) 1 {�� < t t ' R-.3 `A, / �� Ip• L 's ' itl s r�t� •v o , °� L�• .z s 1 3 a " ♦ z s �� � � s "'.v�,• to � r •�v �aG �• II ����1 _ 5T - ` z a 9 ] _ , t' I 17 - 7 ' 1 .; t ,T Z �o) •. �' �'I � s T�ncte z 33+�„�,.ls��xo�, ' � � / _ ♦ � _ - it t0 i V '+' t• � t l• � N E *-�; -rr I s':. S � I a w S �l R-3 ei , W ,� Q!_q� 1 ' st,5 '�,s t•T:l�ltl I' 4 r .'b` - I _ �• it ` \ -- --- - : :. •,:' �,. • i-._. 1 z ' 1" , "" z O yam} - Z z ? - - .. ` - w 3} • _ _ _ R 1 N n1 `, , Z s qOl KI*,/✓AN1S e h 1 l ` ' z �� ���•� zT��'w�� L ` ,>• H° d `�s • z\F�AF2K v f ,� /_y) 1. I' � I R 1 : ) • , ' 7 � �- � � , d s - \ z C ° t t 'i• I w NUNGY DEW PL }e i to , �s• ' C n •',�' , HF`B }! CLEMENTARY SCHOOL o W ! _ _l I ,- )� jll I � - � z• u xTj�y �� z �. ! t.• R 2 �'. U s .t e • ., _ s �-' ._ -1 1 e a,�T "_. • . �.' . , eia '�- S O - ,�� n E _ e• �b 9 I 1. I 2 t• \ 3z) N r , `" e (H' ANDS ? s+P _ I it • T. s1� Lill, 1� z w , 1 1 . • z i T S T -N. e , Its { � ,. _ N -c ` � • , 1` I ... t I _ .. _ p t' _ ` NTARY ° z ,i , 2- °1 isi`L' • i{I 1' c !v., 'o. %° °- a ' • a s <- N 7 w N N. r.. ST.,\ N' '� to. �• �. 7� �� °" tal-y t. it rl� ^j .z q ` �� I z o , a y 'o ,: �z �) .� -• _ST5,.. J� 6 ,4 Qlj 3I�I _.� mil; t� T-1\ IIII ••6rrrTTTI ... 1 - - ' 1 T W { l z 41t 3 s s e I ) s b •,+s7 _ 1m 1.7T" �,• p-1 _ I N l 7 T3 - x Tt , 7 S • I z C�:. • - , I �/ N E 71" 5T J -- GNf.r a•,. .,7>�'� .�>• s z .. _ .. I I _':• ��� l- • • !'.. sl. , -2.1 Q �JI � �v y, Z9l ` '! I1 IIJ I z F 5„01:� �t ,) 1• 't . J "'• "rt e R 3 t) I I -- ,. ' I t ,' j t It J ,; ') - ''4 ,•� t 'e a zb W � � . z • -h \s I z. z,. z Its • ie 1� . s.� q .,I s:4y� + t e z 1♦ -1 �.� v _ , z `) .,n r•e S. .'AC ATED JACA,F D\ ST ° 't t ./ � � ' . • o ` . i �' NLE i, . \l \% '? : • Q � � ` I )b -- " : • _.. u ^�t tt.. �1 , ., V • i .i -i Pl _ ,e 1 ,t V\. J ] . W ) ". _ , l i y z� z + 1 ,° yo t! ,, „ , • i I I e e .- d 4 s `, ♦ I O Ir 1 FL - cF , ..- - - ^1f>. « z4 Z' ° ) a • -� - . R I A 1 l..e'.. -.I aW ! •7 Z �� + • 'L - ' s° I�s)�•a • ' s a "- `I r \\\�55 • ]t , o° ts" is �'26 s , a r-�� 4 N~ - I - r, a _. q�s , 9L� fo t\' ) L, I 2 t t}1 F v . Ir --- - ` l�'I I I rIt 4 H _ 1 t 6 • • C T a y N E , " !.� �, I,� 1 s 7 r z: _T 11 \ d I ry, O W 1 � /// �/ t G L- } -I - -� �� T- T T r e z� /•V + �b v (7� -1° M F 6 • St t �• �- 7 p� x,♦ s �• •� N �> J )-k 1G1) 1pr�aJ1 1 I c \ 1 -1 I + _ -- \ F ,. Lam% _ _ R 11 - ( R 2 _ 1. I I I -- s `\ v� -_ N� �f� �z 0'° Z - j - �, a zs oe[' •u 1- r -- `i ' }t�� t ] -/3 up 51. PACIFIC CA2 i. . 1 1 . ,ta b ., �2s�1 , • '� m 4 7 , \' / ] z aZ - �I " ,o T _ - , oar- .e b It!. . t, 1'.• r 4 ^ `FOUNDRY 1 n j\ i��e aBS4h0 6aoR�- vl I R- ;g -- 4 \ fit, v��� '•4{<`'� '-.r b1 �"' 66 z z h•s I a0��v s0 , ��t 6 1 0 13 �1 P• •,O J'' 1a 5t 52 S' '4 S` 6d n - RErv'''1• I T I il) m - -- e LL \ WINDSOR nl'„5 _ W• _� i0CA'I�jPIl,! I ! - Z� CFf I ,-, 6S kq / 9Q v vt°z w `yam\\ E PARK ", gh1'7 2,,�,: .c i`. r"' IL (.HOOL J Y ST r _ J 4 = 1 G 1 ,, c, ��w oo _ E v a 1 JON s� !/� i ° �� // / I R-3 } QJ0 �- , G- R 4 �( RY -- -- G-, ail ,,, _ 1E T u > T^T ,� / " t Q'• // r 11 I 4 nl�.l ° -� ST. I• T 't / � C� / � I ', 3 • , / / -. L.. W„ tW, . , 1 R Q p - 1 - 21 4 oI ' R- 1 s z / - I ' I I ► � T, A -1 a MTOLIvET 4 of 1 's • v PARK- �% CEDAR RIVER 1 p_ 1 �� PARK - >v` f- h teT zs i -11 H - 1 I ♦I� I I • e ,... . �i'°' Z E� S. \ � ajv� \ 41 : H 1 G I °1 \\,Q I _ 21 7 8 9 ,0 E It ! 14 11 : , t• :e I L ! 1 ! a >. / / All, I ' A � , J � S � ' e • � � J i �36 6T _ q, z \ -'r- '•(ri S ,/oQ b I < 33 S II to �o pi 25. p_ z -� a A �� _ A L� • t, OV i 4 z /i z c, z� I 1. s W 4 � �`'�-_ -�- n U E F 4 -- - � � , �. VP S 7 _. 7/ � s b ♦ e N z PA -`'l�.rli�e�6 / - .•1 1 f2z I --.`- - • h 7 9 ✓,/ ./ . 2S /�� � r7 �, 1 y W 3 ,3 t \ • 1, 1 - - i G J,/ Z' \♦ 12 10 4 3 Q � 1 _ � -� J 1 ' • � J • 111 ,� ' r 19 f s \41 I I , /i/ /'' / w�'/ s e c T/ - e % ST \ `/ g �iS 9 b / .. / 1. L'1. l!f 2S Z4 p �{ 19 '''•'� „ 4z-� t �'�/1 .�/ 1 e 9 20 11 s4 1 35 46 ` 1 I / / ' °+ O Zz Z2 < ,p tx 1 I V P zg /7i zoSE _ E a I 7 l IO 19 I 22 �)] -Xar � R �� �- ' '\ 25 ' 32 ii l 46 �� �✓ - R_ 1 S ZaI)I a 3e 4s G�� G 1 V� I' �� r' H \ _ 9 -� �RNOI 7�� 9 44 PAR lfj tell c Z7 Ize al az R- 1 5- t N, _ '• / p• • W 41 A 0 uj � / � � ) ., �.', 'S P '�� E"q �� ti 1`z 16 0 �' 1, 11 I \ � A a� • -RQA(' z,Y., tic? hiT ° L1 9 A' xy G- 1 � MI' �c �• > oti 'vRlb , �� �4VE Al ` v �,�.F•. vb ,, •A ��/ f1 rf 6' 9 3• 4o A3 w--:` •�zi s �,y \`/ .,g11e r,5'/ " - - �- `� / .. ✓2 ,( � � f tr � • � t `� s,1 yl 3e o6'(� -- - ' - - - - - _ "-�J , .q .7.. .., s % ;�'Y1s�' .f )3 i � t 1' S6 q+ �4 I:.6 1 • •o h. - �. . q �•1 ti ,'L 19 IB •• 3 4 t• ,, C \ 5/�'h b 4 Z W a 17° T.� \ 9 9 10:11 12 13 14 'S 16 I. IH Iil9`ZO ZI 7rncB ` �. 9. 7lFFtxNY _ \ `� 7 , I .f��" .t 4i., b �1 "' � � Pl]RIG. i >� `�'•,. It � bb.��, q �• �I -,'a L I �/ R 4 5E L 1 i�Y 4 ECEMEf ►TARY R-3 R2 _" v, ' 0. •1 1♦ ,0 z, ZS" 10 3I9 7 6 F0� ..0� t� SCUOCS� q o 4 9 12 17 2 7.g SF 17 •: C1 - P /„ 1, OtiJ /'//��l) \c L, , a A �,1\3j h, s; 11,1 5• ,/ V(/ � s, yb y� � It - R � .V •. t I z,•^ t. • >' .;b •.0 31 ,T, Q tt, C� � � ' es• � /"... 's-� � 18 i r� } n R 1 / z islr'•r+tY\zy � h c� „s � a.�� \� a s. \, iz ,f1 J. �, do ,f 9 's \ f I. s� R w .,➢ ,,s. f 3 / � '� ; c Y'i� L e I 10 Ilz �' 'V\' �W 2,,, .: - W _ SF B.. • I, , �. ,j \ C I` 0 I� G. 3 _ r . \ `I' r �s . o T z. .-a�� ,y „r e f 1• h `\ Is �.r' 't � ' m 1 son 2�`T y \'���" h Y ^� e G- �' 3 _ 2�' v j7 S ;�.Y Q e �" " TIFFI�NY „ B i�'e./ "� a� �`�•, y, _ __..�T v "P \� /� I�A2\C- 2i 7t t3 n \ ' 9 i.y •�' u'°' ,°i T� � \ i n �is :°• �o) !l Iy tlf tr e. ,S 2< 23 .5�, ' � -/ "/71 t,'.� �1i�Q•. •4� f n ,, �,• \` \'' , \\ 2 1 to 7 O`"r'6 s''11 L. e� • S. V44 cs� C? g�� IS- � SLx •o � L � � ' W � e � I.�� .�' .v `>�' •� _ �z i s \ \,\\ sb • ' l '] 14 .� �`� L1? as n• �'� 'r ,.."` Q '0� •) ? 9 f , -�`v. a Gi ,T xe z� "1 /i -r -�-1 _... 14 v . z r > 1 > �`9 -- Q ��yWJ'•/r/\.rx\'/lo (n� ,. � , o sq o !f s \\� v 4 ,(/� �� • - . / . -L`� � \ - , � I - �/.�/„�/�. � /o- V eG 3J 4 .oA � �.• M � o � ' � � z )`-.. .t_ �` 2 ��.' '. I� a _ � - , oo"D/C cycllow //nc.5 }-or rurnrnq !l _-4hd/ / broKen J 5. end 3(," conc. 1, E, = 360.01 /-f/Z - Set hub J� mcx v 11, Rim = 3861. ups • Q e % {"�'� rr) \ 381. /3 - Wafer /eve/ - c4nf jet mca.Sure down No ladder a NE ��©Wend 1"onc.end /B"mnCQ \JkO T)9 /,E, = 404,56 O /L V 4- 0 385 •0 384' $ 3671 kIoP //4_ and %z"rebar ��ap� � ©ov 5 1 F, end /2" onc. �� �"� / � ✓ � W. end l2 "conc. po phone TDp a 3 8 Inc. cis.%0/�+8 p loP \ A03 1,E. - 404 36 Q°^�^ ��5f j j /.E. = 405.1Z 5 0— W 0—/ / 5 �e h/ h conc. 6/oce un// Telephone /e P e� t' / Tc/ep one Pole p(/ 61' 9 3 - ! s x l e Wafer P 12x l- boxes- 387 To 1r b'- - --- 398 \ / q $ k box SS °� v ib/e ower stub p }oP qo `r meter boxes Ra1/rcrJd fie i irG � °1 mate' 3 P P o e � '�i 93' " ` — t 4" P✓6 re � � , hj• W. end /Z "conc. t '� 6° �,�' \ + _ _ 9d6- Piontct % 0 �e 38L—Clusty of � 9 0 9 Tot g (ot ao{� 57x ti 0°yi 9(oe /.E. = 404, 02 r ra 1 }OY -OSc L104 9 2=x Z= concrete bi mailboxes i�.'ll -(°a �9 x / afer 402 oe A ' I 3' So 4 5' o`' t i for r' G °1 , �n7Gter box of ber 51oQ �.. 40/ AD T� ,�° ,�� ,.{ o p .o �-,. n✓ ; a 59n ' Floors.•c half orb 38b' Sae 390 5T -- i�o� 1-2 ��9 9 0P 1 '1. - 4o z k� f4 r r k ° 4o S% L `, 45 ^half S a - 39 6 4 'pib . Tqo 9g Ib yg��eP 2 ° 4og_y 404 •6 To D P '�• f M ,�a rb D!4ob- o - _ 9 ./�..,� � ha%:... .x�h�•--.'."`A a/t - --9-0 s S ' � der 0;, + -� . - `71•°� :--�•-_--rr°3-' _—_,__oA Fj , 0 -__ _ _ - _ �Q' _ _ _ :14°66 � '--'':�,-d•*- - . 906Z } � -� T°� ;� 3 °� u - _ �°� 3 1/ - 39 0 1 0 _, a� (pncr Roo ''�oP /�P/ �3°'1 �Te�ephone; }z qA2 k°o 1 /4sphnlf' r1 o der D _._ . _ �.,� T b_ 5 �- -=3�•. -_=� —_Pr — {'�° '1 _ a°v_..�•.�b...\� �- -•n�jo ,1`T�.s50U/d -er°P .q0�°�_ ` o� oj2 rr"^ 156% �� l7/fch j 40 To Db3/. tii b �•+ , ;: b i obi 39 >t nee a °� 1 �nc Rid I! k Ddo4r 40 41 rem k° �° C/uskr o{ pb 3y2� 39 - �k' Ci a>kr 3 391�' ZO 9�i4� Colt Pad n�%bores IA,k 6 olrve / 39 /� .. qpI- of 1� cfpte- ��AO �5n� °6------- aell / 405- 3 1 c / double �' //o enferCin 9ti T P a2 Aa3 a°/' �o� go �� FJ 5O as �^ - _.. 5 Se 1 39 5 9 - 02 • e /y / 9 ` R pb Gf o o h� —... - Z ... �{� �r >°d d 9 r°-. -- ��-------- p . 6 �� 1 w` Aaler salve a o� ooa 3-x 3- unknown 390 'B ToP ' 39 `�BTop g 3— (o�... 39c I _ 40 SP Q / 03 (o % YQulf Wl}{� a°b �pb kpe l !J%lth • t 3gL �-. J — �nT 1_ _ - R a - - —wood Iid 4.06 3 6°I F�" P pl To T— ✓- - - - 4oeou- A5 half -� p� Power le and �.ToP �y ,,! ' hf Ditch qD� 3 P --- r5---'406 — — — — — s �=`l0' _ - r — k° - - - - - - 9uy i,e V� t T �4Cb_ To Top 9 m4i/amaze 4O - = �. A� P fbwer pole o� 406BbP (oP 405° 48. - s pk •' - #end l2°ronC. i c II end /Z" conc.__ �{ 1. E. : 392.95 I apt T �� 31. . _ = J G E. en- cCe P �y°1r mncretc acccrb LE. 404.8/ (y I *11 bAr nn 4x 4 5a 5' wide conc. side walk N E. 4th STREET (S. E. Im th STRE,5 T) E. end re"conc. ; - wafrr metes 9 '. 4073 /•E. = 399.30 �f`3 E. Sat scribe end 2 " conc. yes W eM 2" GNP or) E concrete - 5'Wde conc. '•I 404.62 /.E. = 40226 sidewalk . )Jjjf res eO �,t end c-( 01& a I.E. 398.67 /0"w1de X 7' hiqh exfrudcd m, rete • 4 Ak �R .3 BARRIER FREE NOTES: e " I p N Gb �� � w 38�.q ! -51 ►.- . ,' it im"t — — o 1. RAMPS REQUIRED FOR ACCESS BY THE PHYSICALLY HANDICAPPED 7. WALKS, RAMPS AND CURB CUTS SHALL NOT BE INTERRUPTED BY _-�� 7_0 SHALL HAVE A MINIMUM CLEAR WIDTH OF NOT LESS THAN 44 ABRUPT CHANGES IN LEVER GREATER THAN ti �1 INCHES. 8. WITHIN AN ACCESSIBLE ROUTE OF TRAVEL GRADES SHALL HAVE 3/2 "tdt� 1�55 -cj2 15� • 2. SLOPE OF RAMPS SHALL NOT BE STEEPER THAN 1 VERTICAL TO OPENINGS NO MORE THAN I" IN LEAST CLEAR DISTANCE BETWEEN --I -- - ` -- I 4 c 12 HORIZONTAL IN THE DIRECTION OF TRAVEL, NOR 1 VERTICAL SOLID PARTS. s I I TO 48 HORIZONTAL TRANSVERSE TO TO DIRECTION OF TRAVEL. _. 9. ILLUMINATION SHALL BE PROVIDED ALONG THE ACCESSIBLE I ---' 3. RAMPS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SHALL HAVE ROUTE OF TRAVEL, WITHIN A INTENSITY OF NOT LESS THAN 1 I`d _-=a BF 1 1 J LANDINGS AT THE TOP AND BOTTOM AND AT LEAST ONE FOOT CANDLE AT GRADE LEVEL. �� 2 INTERMEDIATE LANDING SHALL BE PROVIDED FOR EACH 30" OF AA _ I I 1 1 I 3 �- � Ip,F �,? =f�� �I ! RISE. TOP LANDINGS AND INTERMEDIATE LANDINGS SHALL HAVE 10. ONE PARKING SPACE SHALL BE PROVIDED FOR EACH ADAPTABLE Qj � (�' THE A DIMENSION MEASURED IN THE DIRECTION OF RAMP RUN OF NOT DWELLING UNIT. LESS THAN 5'. WHERE THE RAMP CHANGES DIRECTION AT A� w t� l ,� ITZKE LE__ (� 4� _ t ( d LANDING THE LANDING SHALL NOT BE LESS THAN 5'x 5'. 11. THE PARKING FACILITIES FOR ADAPTABLE DWELLING UNITS � � � i LA DINGS AT THE BOTTOM OF RAMPS SHALL HAVE A DIMENSION SHALL BE LOCATED SUCH THAT THE ACCESSIBLE ROUTE OF 1 ARCHITECTS JINT E DIRECTION OF RAMP RUN OF NOT LESS THAN 6'. WHERE TRAVEL FROM THE PARKING SPACE DOES NOT REQUIRE ANY 4o5 5 ��2.2/? ARE DEFINED AS A ARC, THE INSIDE RADIUS SHALL BE ENTERING A VEHICULAR ROADWAY. Q F.J= /N R GREATER, WHERE RAMPS HAVE SLOPES STEEPER THAN 1�� T CA,L TO 20 HORIZONTAL THEY SHALL HAVE HANDRAILS AS 12. PARKING SPACES SHALL BE LOCATED IN PAIRS WITH THE TOTAL p s\/�: U RFsD FOR STAIRWAYS, EXCEPT THAT INTERMEDIATE WIDTH OF 21' . AN ACCESS AISLE WITH A MINIMUM WIDTH OF v' I�io ''`�� (P D AILS AS REQUIRED IN SECTION 3306J SHALL NOT BE �� /� U ED.48 IS LOCATED BETWEEN THE TWO SPACES. BOUNDARIES OF (�\ m i 2 THE ACCESS AISLE SHALL BE MARKED SC THAT AISLES WILL�t i NOT BE USED AS A SPACE. 4 �`h '4. �ILLRNAT`�ONAL SYMBOL OF ACCESS SHALL BE PROVIDED INTHE} ING LOCATIONS: 13. PARKING SPACES AND ACCESS AISLES SHALL HAVE A SLOPE NOT TO EXCEED 1 IN 48. O v ! -, QZO �I ya•.trr y RIMAR RLI-C SITE ENTRANCES, ACCESSIBLE PARKING / 3/ ° / "' r i tzA55 Gtr:E'1'J;'T 1 �� 40 i IL ItS, PRIMARY PUBLIC BUILDING ENTRANCE ACCESSIBLE T I+, 14. EVERY PARKING SPACE SHALL BE IDENTIFIED BY SIGN " � 1- �;t- � S � \ REGI RED ,_ _ L' ROOMS, REQUIRED ACCESSIBLE EXITS. CENTERED FROM 3'-5' ABOVE GRADE AT THE HEAD OF THE z — 'a I �; �2 o C0 El ERVAL - ' i� REQUIRED PARKING SPACE. THE SIGN SHALL BE MARKED WITH r �� A OES IBLE ROUTES OF TRAVEL SHALL CONNECT PRIMARY PUBLIC THE INTERNATIONAL SYMBOL OF ACCESS AND SHALL BARE THE �' _ � �xr5f.:q �' �� STEP EN l Q ITZKE I — qa 4 o _ STATE Of WASHIKTON E NTRANCES TO PRIMARY PUBLIC BUILDING ENTRANCES AND WORDS STATE DISABLED PARKING PERMIT RE UIRED I t __ , A ESS�BLE SITE FACILITIES. f1s pnu" --'De S � ' I '•Ot'� 6. I W LKS ALL HAVE A SLOPE IN THE DIRECTION OF TRAVEL NOT i g_ p�jV, p� 31 C.L�L�.4� St�QG� At20 U NIA ALL � t2A`�' i � ' i �►� I l � �, ` y ;M RE TH 1 IN 48 ANE3 A CROSS SLOPE OF NOT MORE THAN 1 3/ 9 I 1 I t I #8. OULD THE SLOPE OF A WALK EXCEED 1 IN 48 IT _ '�S OULD BE CLASSIFIED AS A RAMP. 1 r X 51'I C,p Go TO U Iz-5 I\j �'x�oaf S5r'og++'60ultt \, �F � "l�I��►v�I I / r ?�? 10 r �IG{.11e" t,& Q PA L 3Ai.L% O L LtY0A LL \�� \ 1DO �_c 1I 5 i- OII i pIi p 9 - `� -` e5 ycoo 612 py , u"tR'EZ�IKerr, . �i2ov1 4 ICE x 17 n 31%M A�ol.& ���i FY 1" � � �" LIoltw&Cv�ufioN (Six1OttiaLK j w;StAD S r2o 12i( 95 Ap�At tod° 1222w615.o It� OF ?aIJ "��• A 10�5� 1 lQ X x-- -r -x- n x N00012' } � _--.---- _------- } I Ili � i ' - ' --- ,;/ , "Sc - 1 C01 } • i 2 / ♦ t--- 2 " t I , liyr� _ - r. X I Z I � �A a O ii I 1 2 ={ , \. r � \\ j /,t�(/ _ —. F, / ` `L -Y f - tic _ t�GjAk� G 1 QIF� ! , I llG1 J�,- 2 i , 9,2-o eft Q-- un Z �(p ; q o 25 cF i 0 F t 21 -0 -o It _ �..� �' ' O r✓ ; 41 — ( q201 3.5 F i-71 1)77 -- - - 1 � �� >r.F• 3 j.,lj - GAR. , _ I Zz , r- l F� os s L FF. r I ' ' �4 L, _ --- z 39 �--�- - f.F. 407.0 �\,\ N o . • -- :- _ r -gin ; .o Av i u o oi.;� hiCo 5O�0 .e -._P-w o s ,i . to it X X -7 _ d _ - - . - 1► • _ 4- - • a , . _ _ � _ - � _-� ------ 1- , x-x - k1 00 o , n I? 0 Sin fin s3 J J .� I - =' 2 \v h p� d F?c9 1--- fix. Vc.. S=* gA C K � i ' �rZv k' 'y10 (:� Q) 0S ` -f+1t'U12 f I I N , 5 E G i y ► L_ p�0 N (-�- t R v+5 Go � I do +.IS -i0 T145 61'ry Or 1Z �4 tail l.aA, ZED AS OF 12/2240) T C lA N � SITEPLANSTO�,A Vx�p„ER .fl@_J,� I CITY OF RENTON �,-rV � FFF i NOV 3 0 1988 0 NE d box _- h k �X�a 30h' ti 4 (b/ 0 9� Do- nor cs en �� 6 k 6 v I, IM 4-Way ,h s 9 n r 3942 Top drtch lo' �� vim/ / / bvv - - - 1 1 - ( 6 \. rr 4 n e [b u b/e yellow lir1 c5 lco r h-4-m,'r13 // �hd/ / broKen J S. end 36" conc, 1, E, = 360. 01 ti Sanitary Sauer A(Possib)e stpfic fanK) has ja Rim = 38£1, uts A^ Q e �� 404, 06 Wafer level - cint9ct measure down 1 I �Q Olp k°\ s\p m \o ut 4„ metal etal p951 with sign (carp 05 No ladder ( \� 0� Wend /Z conc. NE end /s" mnc • _ bx c\ b`ko �„/ f '>i {''�� air >vr'th ei< ctri cal box �.l L,! l,E, = 404, 56 p� 2 b o ��Q L O cre 5 393 /,E, = 379 �9 3�1/ �b,� 6�bv �� V �• n �oP (J, v� n fe 1 J f Co 385 3Toc woe f 3 �� �6^ 40 �\ N. end /2 "' can 1rpJ �Ze o� o : • . e v: r 1 I ° 0`' W end 12" conc. e �� o y2� Ok > �, '%� �6 • p E, end /Z' onc, 4 2• 6' exfruded n �� Q qo A E. = 4o5 . ,2 0 6 extrudea� .font. curb `hyh chain 1 3 5 3874 1 85 {oP //,' and Yz" rcbar ��up oti 5 \ /,E. - 404 3� l o� /,E, = 404. 06 conc, curb ,, - IinK force 3s5 c 38A SeP A �p� k / __ . • -- ¢ T& hone TOP in M Inc.lnc. 4,5. ,# 0/ 8� \ r ° A r ''� � ��� 1 4' hr' h cant . block ua l/ Te /ephone aleho•�9e .+ M �k % J . o . 3 3 e,Q do, � � G� o ,per e 1 # Set pK• na''l S 0- H/ —/ / Te/ep�one /e ,r AAA pA i 5y 9 3. 3 e Rarlra�d fit °�` i�• I-x l- Wate 2 Ao �� Tuep nc pole -__..__ > \ a c� n 3 3 06 24 5 406 y/ -' of ✓r 4 ° ear' 04 •� kd•, p° e � � � u � . I _ x l - Wafer ho �\ Cpa k �J32ti SOP d // �o �°� f'D d 1 k g `� u" met er boxes a on+cr / o ! 1 401717a x �b 9 b � 5 of r + e 1; b.1 �99 \ koP k° 1 \ , ` °P „ . hre<er b X °1 3 a� $� i Te, �. e °� Power oIe �r /3 x l- �1/afer 3e7 To S 3 of %s srble power stub O t yK end /2 "conc. i �? Y �osc aG 2-x 2- mncre e b v oa l-x:J., e 40 5 i- f e mcier $ v1 °� 4" P{/0 re �bel� ry 1�9� _ p�o�a ; �G :Carp qpk `' for l n FoorsWand More ? -- - , R e `}1 9 fpe o 1oe poy /,E, - 404,02 0 / �t� L - a 59 j 403"1 r' c. .k' FZ, ¢_`'Toe g3' q r s - ,- 6-Clus+er op�J 3 ,�9 0 5 e _ ... Oe �' 3 x / afer 4029 oe A 4-0 AA Top ( t� ,�eX ;- i T 3. 0 .�0c 4 5 � .� 3 r a 'O ' ' P ,•--, -gDSe '/ h t� F g3 F' s� �° � a i • b.. �rrO b � � `i- �k T� ••- I/ / J b 38 mailboxes 13 f e 1 / 1" 510Q k' 1�+' l 2i °�' 0.,` 5 ' �0 p5 : b i �..... �5; �tr - t? /memr box of ber 61 5 oc . h 1 �� °r Cs R,�°P ho G o t}: - L ao Po er / P 9 [� Ibo� ��_ �,, e v -- 9-- '� o/e A-0 19 p ao5� �? . W po - ' - _ it 4 `� �( I ve Bb "-- z k f4 r o b v ° -- �- r6 3 4o5-T k q0 y o Rsphal, 5T i3°� 9l' 17oP 1 ao/ 9'� - P '�' '� !� h, Q r 39 - � 1 9 39 - • , - f;a � wer / - all roa ��� � �, - _ ` ' Q`� 'JJI-2 39 "'T q° b 9 - _ _._.� �`� ... _ A° 'To¢ qo6 4e5 39Z 6 'pb • r T °p l 399-Top 2�� — 4=...4'- �g� ^4 404 6 To D 6 �b f 405- - - 0 —. ... __ z 90~ 't P06p R } to T� bptid' p1 �- ® �\! .�, _ - - -- 0 99 To Di _ 0 ----- b �- ¢°b- 1✓ !�wi. 6: } , t oP 404 ( -40Z o �e .fi- 7o r 9 b I 5 a o ,x- i T C I -.. _ _ 5 • I T s A _ - F. P - Q 5. s 1 0 - 0 a t 0.b 9 o T !d`i z:_ ,-- ° .-.� le_.5• h t__ . a --'.., pk.. - 5'� _ - _ g C ¢t Z q s� . . 9�1/ 3 9 ® o o k t ka ,� °P \ fFsPhalf �� • hou der OM+ to �� b ° Foylme IkV 'h fete ��� 93 ���/ :u 91 qD 2 o X �c_Ap; _ ._• .�.,Qd°.Ap 1i 0.L}° °thou/d r ��0 `;.., b ._, -- y p -aor�. nc '' P „h 4� 3 Te% pore M1 }e A° �o tr °� —y j�o �s 1°P\ 1. 9 - �> CO )Co° T° / . P Cori- d ON AA A t ko b b 0.p t °I A _ AD' --\ '� qo3'�As'ha/f 5 r rY. 40 To I - �.- 5houl _ Ao .�_ 1 \ 2 \� Ih� I fZ0° D/fci7 P n kc d h�° cat0 (oe 4o6¢i e p ° T rd �r 39 ° 9 D Q e c 1 b c� b Q C°n- oo ✓ Clus7cr of 40� T� 4oa S op 35 M ` sloe AAA '9 f90 ��9 p mi 3 ��, �° rX 9 �+� 5 y 0 � �/ ,h d mar%boxes 6 °P P^ d a r� 392Ai 3q3 �kry4 CR�� aicr 3 391 �U ��bi qo - _ °� olve 1� 9 �9 3 t� L ID / 3 � p o 4°�ei �k �c�t d 8b bADyoA/oo0\1Sef hub tat( xi39 r r double . //o enfer//in 9'A 40c T P Z qo qoA �0 - FIFi" 1 g 1 p p` r Water Ya/Ve A A 3 T p5 R a p3 Aob �G o Conc.rGfe Yo u ll W/ Ap bi �i � °i ik 3-� i ..9 - 5 Se 39 h �9 , 02 G fY=- - - (0 4C0 4' µ 4 if/afer Yal ve C �0 b b k 5 2 coy,c acl 4 0 of d 9 F_—— -... o1T�dc) 3 399 - - S f P, K, n I 4D � A !�0 � a t 390 'B Top D9 8To (o�... J `_ ' _- , = 400.04 sP Wood lid 4063 Q� �054 RT goo°d n end /2"conc 48 � ..• • ,� •_... ... ..;--�. 409�- �•� gp60Z2 /}5 hQ/� -AAA 4h4 ° � Sr0 /E 'l 8� b F�' ,� FI; � �,9 E a �Ditrh t 6 3yG 39 pr`,1 .402 3 TOP — —40(0 —� -_ -- s °`l05 - =_ _ h el%�w-1in A a g5P`l ° F're hydrant wrfh 2-9' round Power Ole artd /G .Top Llayl�hf 4-0� 405'9 /nai%poi e 4 -y - _ _ _ P q. - �-- os� :F� .... �. r crete guard osfs 404 T fop 8 To A$.. ° kD end /2" conc.E.en -(ravel= 4oz-. 9Uy W,-e jb 4ttp_ Top FbWer f^'le o� 906- k�l, P 4c5� b Rp - / I A W errd I �9 9 TO Send 8" PVC W end /2 "conc, i e �o p ,, �° al /. E, - 4 2 5.5 P /.E, = 402. 60 Z T 6' vertical /.E. - 4o4•B/ CO'.(A gOz h� F� Concrete curb V�`,.. ' �� /.E _: 4 2.49 AE, = 392,95 � q4 ( # a prive :� 3' fall w�/ fence 5e: 5'wide conc, sidewalk Wafer Mete, - �g r� 8 r Z. end 12" conc-. 3 90Sc N. E. 4 � STREET �S E. fh STRET� ma's on 4x4 past Ad° a� - _ E.erX1 /Z"conc. i e 407- � �� /03 = ft3 Set scr/be E. end /z " conc- Wan efu� ri>GBra 40/, s] on �k con crepe N erg 404. 62 12" CMP 5'wrde conc. E. - side wall( S�n�gr "bNllcrs t ea/fy" W. end 12"conc. , l.E, = 4022G hA I E. erd /Z"Of Traffic 5 na/ box � Pod cF Pf LE. = 398.(07 P� /0"'wide X 7" hr'�qe 9 l' a x /5 Yv �'1e rCS P j oirbuded concrete /,E, = 403,20 Storm C B = Be i n c r6 12"con - - E. = 403. 2� CJv1P F l2"C n _ pipe Sforrr� CB - - .- . _ _ _ Rim = 405.bZ 9torrn 26 loz4z c /2 " CINP Py m = 40589 402,95 - /2" CMP E /. E, = 403. e-d I d^ n 11 0 I � •1 ' 1 i 1 w. rh /ot CoQrd IV�< } rA, ' X X \ 1 O N t' h '.ALE : I" = 40 CONTOUR INTERVAL = 2' U U SEP 1 1987 BUILD"NG l ZONING T. SEP 1 719 77 Ex I N gA-s,N y4p ,C /.E 584.57 I I v \ 29" Conc. l ;Q„ Comic � I W i \ I� O _`�. ___ / --•—o-{i�{� —� - -,. d � J •/.� d /O o O', a -__ 0 0 o G °- •�' o ° o .u', •'L. °• .o �''.6. o:. •� �y'..'.o la;o. �.�_ o co_� v_o 000•c >'�� o v� 6, �•Q Rp jaw ,P o o • o• o o' o o o- o .o - o 0 .o I ° ',a o .tea o o. . o v o X X� ,o `,,� B �: _X�ockOopOY X�OClJO�oo �.\ ' VI \, � i T\ o• ' 'o.G �MB /.E, 4,04.79 qj 404 86 r 385 52 Ir_c 385 !07 12' Cas ; ron f 555, 4 / 24 Cor \ \Q tic \ (7- --�� l- i o 4C Nl- House 5 ra Ir NJ i 1 k Found %2" *-eba w%112 no cap with /ot boata i -�\ 0 EXiSt/i;9 j �V _ I �a'Q- 9 e O " O Hove f x ' •' � i Face i \ X I SCALE: 1" = 40' CONTOUR INTERVAL = 2' Ex i5 f1n9 r .-X/57'1119 c-7rczvl�'/ 114 ,goad (7yP� i;lj r d . . ,o .o a .• � k to EXISTING BASIN MAP fiEcoww 2�9�Oz-g�3 CITY RENTON Adjacent Section No. 3 — 23 — 5 N 18 6,37 3 10 N 86,310 99 E I,671,236.85 E1,673,873 !7 N186,000 I I II I lIti / I •I I I I I I 11 J I N 185 I �I N 184 I I 1 � I I I II II II 1 I i 1 'I 17 I 4163,749.011 I� E IA71,255.97 11 I I; II �I �7 N183 N 182 N 161,000 396 N 181,125.55 E 1,671,275.22 Compiled by AERIAL MAPMkG CO. Portland, Oregon The p eparation of this map was financed in part through an urban planning granl from the Housing and Home finance Agency, under the provisions of Section 701 of the Housing Act of 1954, as amended. City of Renton, Project P-38. x x �I � x 4 7- v I� IL TR II C�j x 47, 0p 0 a ❑ x 472 I ❑ ❑ Q ❑ ❑ II S Ej 121 STJU;_S'TJI'.-- 14FA �1 1463 hI •- - �', � � J ❑ ��„ I Y 4F9 01 462 8 R U S H I x II ❑ O 4F' 464.-- _JI x x x 46F [ _ F' %--— _ r I I 6R f� �► �= n N 181,037 54 E 1,673,859 44 M r lD � _ tD w Aajacent Section No. 15-23— 5 W 1 Scale 1 2400 100 100 0 no 4" 600 no 1000 Fe0t C MI�YI wNrv�l = 3 Igor U S C i G S Gwtwirw Rectangular and based on Lambert P,olect,on State of Washington North Zone AERIAL SURVEY CITY OF REN ENGINEERING DEFT. JACK E. WILSON • CITY ENGINEER OEC 0 8 1y�1 -E CITY OF RENTON Adjacent Section No 3 - 23 - 5 U Nis6,373 10 N186,310 99 E 1,671,236.65 E 1.673,873 17 U f T 23 N 0 R 5 E WM N N '06,228 02 E ,676,516 44 . , S E 112 I ST \ x x y 11 x r It-- --- — -- — --------------- -` —__ - MY 1P ICI I TREES - I ! � x 11et \ [ xI12 TH PL x / I-- ii -.ramCD All \ I I El ---- 468O N186,000 - �- x x-T� - - - - - - - \ - - ,i A � y I IQ XI [] r- .) 1, X 414 TREES = I I I \ I I 'REES L 6 �I X 4T I --- --- Q_�E 114 57-------- 44 Lu 115 S U W I, Q REE - I x ❑ I I I T\ ! I,rn `- - - -- - - - - S E. 11-5- -ST - --- _ Q II LLJ t� II TR I I \ ❑ w(j �� I� 11 x ❑ �1I I a x '1 X 406 11 I x z\ I I v A I *5/ I rn I I I I I I ', - '� I ❑ it I x41_ >< ❑ a0S E 116 TH ST II 406 I - li o29 x434 I + ` I I I ❑ .4r -fix —_--__-----`7--------------- - -- -- -- / I — 464 i N18S '1 ,, -- `( I1 1 - , X 'f x IxoaA__` U❑ I I I x X 41 O 409 X 141 2 x �-' cm ❑ I( \4 - I d x 0 x ❑ 413 �• X 403, I X L t x X I * I x 4.6 a` b— _ X413 I I / I I I 'REES _°2' I I —_-_ = = x II o ► --- 4� I �i �rr (I ❑ 6 ❑ ` Q II I _4F6 x of II E? -j1 TREES I © I 00 IC7K 1 I I ❑❑ �, I � o I 1 � �J �' \ x ❑ X 412 ❑ 1 TREES - 4�Q\ I IW I] ^ 1 Q It 4 I 4EA x in47 4 7 7 iI ❑ � II ' CJ � I� \ x I I q X 4116 �� x 1409 I X 71 .>I _'� ❑A I I ' N 164 1.4 I XI V I� a —► 4 i t f X I X 401 LLJJ to I I 1 I HONEYDEW ELEM. SCHOOL 42213 I I \ I B R ❑ \ I K J \ / i •, R. 4 Xi - I I �] � x 47, `�- ✓ \ � Ij0 C, )I E I ,6T I ,253.9 7 / I U1 p \ �\ UJ I X 472 I, 1`\ ... x 402 G x �31 411 TREES 9R TREES \'\ 4 ,loo �_- _ - i �_ S JI\ 121 STJIJ�_ST�1�--- — � I '\ f�eeee � 1463 II II i � I ❑ I i 4 a X �� I \ J 1 1 [] I I x 4E 9 �� _ I 413 1 X � / x + i I 0 c� A 11 y —� Lx'--� A v \ - I w B AS /N BOUNDRY per X, � I ❑ o a _ =1�1 01 a. FIELD /NVEST/iGA ION '- _�-- 11 p I 415 X 403� -_-- � , -- X446 N183 =�' _ X Q DATED: MARCH 3, 19 462 I - BRUSH :� I I O ❑ x j I ,❑ X 404 t, ,1 ❑ 464 -- - f-1 1 ❑ — a 4 'won X 44 I / 41Z F Oil TREES I x _ \ x 11 _ 408 X 403 II x x 96 \ 123 i 0C ❑ \ 61 — T R E E S —x---r-- TREES X 409 \ _�-1 [1-7 :I i I I x ( \ ❑ LJ �al� I ( TREES �� TREES ( X 9, I BR _ __ / N 182 N 161,000 f� X 411 I/ -- — — t x� 4i2 418 TR I V _ I I BRUSH X BR 0❑ I I _ ' ( a - Li C3.0 A -L 0 r-3 El A. BRUSH TR. x j AL 41- x a 11 I 448 I 4, a / C — R II T x _ X X419 i� J x 3 8 9 �, I, x -A I �� x Y - —1 {, 4. x x Y 11 ccam� I I j 9 2 T 1 \ I ❑ /'�1111 REES 1-,J _ - - �F TREES x ❑ \ ) I On TREES �I BR t \ 396 _- _ x �.c �I �G --�X- / II� TR "I I ❑ I I I __ ❑ 44 40o I I x - pf _OR- I I �] 00 4' E x P it i x U I I tt �; ❑ x ❑ X — -- ----- _ _ SN000ALM!E 1 1 -� �- ---------- --- --X POw I ! 11 396 - - - - -- -� --- X-'--- - ----- - --- _-- - --E -_� -1 ! �S KV --- --- ---- __ T -- - -- -- 11 — '1 SNOOUALMIE / 1l _� _ A L H — 55 KV�I N 181,125.55 E 1,671,275.22 Compiled by AERIAL MArMNG CO. j Portland, Oregon O O 0 N r w The p eparation of this map was financed in part through an urban planning grant from the Housing and Home finance Agency, under the provisions of Section 701 of the Housing Act of 1954, as amended. City of Renton, Project P-38. N 181,037 54 E 1,673,85944 a r` rn Acjacent Section No 15-23- 5 w Scale 1 2400 2" 100 0 200 4" 400 goo CMNw..w»r.aI U S C i G f 0etw� Rectanavlar and based on Lambert Prolect,on States of Was",n9ton Noah Zone r ❑ + U3 a W ( t --4 - >I � I x ox a I N 0 I I e 1 —x —�JL h r c •I \ I �r► \ 8 3.5 96 0 9 III ❑ + E 1.676.514 3 7 � I N183 x _ Qx x x ► 1 11, x-�-- �c TREES I �T R. I I O II O ! I \ II X- -- x rK I \ x AIL N 182 %r (�iF4 473 11 I.I I BRUS x I It x x I i I I a_ IX II At a pILL J .�E x O El r � II II ` N181,000 0 N 186,000 N ' 85 ION hot AERIAL SURVEY OF 1 %2 CITY OF RENTON ENGINEERING DE►T- PLANNING DEPT. JACK E. WILSON It CITY ENGINEER J. DAVID JENSEN • PLANNING DIRECTOR i E f,"I" Cx G 805WW' 10-23-5 --9/ a� - 304.91� =v -299ip __\J RENTON N.E. 10TH ,t 17. 6 .LS.�� 6Q i 75 Z 1 � 7 = ,.62( if �� ye 65 024 75 70 - 70 1�^5 14 I � � N 70 1M10111- -13 30A5 Hit - 12 1715710 ((�4�1 or=1 33 = � 18 17 16 ry �jr1 p ir`�j� .�I I annt„1 _ 130140. - „1lb v 75v 75 `a 11-14 .22'Cy I`i lov -9 ..N`-• N. :=4TH = =--STD_- _ -- - N AT L A F S E �►T TL E REPRODUCTION V 11 a I ow KROLL MAP COMPANYOR PART FOR PERSONA , INC., SEATTLE RESAI.EISPROH/BITEI SCALE: I IN. = 200 FT. COPYRIGHT KROLL MAP COMPANY, INC. Lij 6 tied from Official Records roduced for reference use essed or implied. L2TH =� -� 329_ I I I 1 T tr. N Q I , at 0-91 Ac" 1.0, 1 j � I tit I School Dist 403 d 1 `-- 2 286.83 g 2.54 Ac- o 164.42 � 0 � d l L I) I �o 6 x o _ s o• ai 2 N II I 1 II I I I 1 I I d N) v 11 J II _D fl L I I I I - It 1 W 11 / Q ' ( I- 11 l97 ® 77 286 .3 (I 164.02 IE4.01 116TH ST kD 84 16549 11 Z71U5 II r r l 22 I 1 OD M 11 509 165 21 94 ` 'A 21 s 20 `p TRACT ' A 105 Im K ' 225 \L p 19 ls.wr TR.'B 18 W O ( 1 225 = 120 0 0 17 I' 21_5T_ 81,30,3 F- I23 14713 V 16 076 75 .3y '� F.I N A33.82 )892 �% ST N v 48 1 15 -J (1J 6 o 5 ' 727 o TRACT 'C' � 118 o _ _ z 7� 4 I tAj T15 _ - - - 184. 3 a m c Q d­-14 O cn J8544 3k 15 f- 1863Z V TR 'D,B% 2524 M 93t oii 2 �9 73 m 14 e 16261,-.� I----- ° ,00 Lg 13 �9 17 178 J� 355 'Sh 10 � N B /B 120 � c' Q IBQ2 'F' N TR. ,n � 9179 12 A II TR E 178 SEC.I 899i 82.95 97 1 28 h 13"' 60 • I 12 II 9 41, 1 rz o ti o 71.35 I SS 39 ti I 12 2 Fi9r 10 S. o? - 69.651SwR ��o� L °�9042 3 1 w I.j..: [TW 6� > N;A yyy8 `_ - Q m_ 152 V• '' .`1. n * 4 n bAl In � 14t IOL00 %' 1361 'et- U 0 1 z s h I�z ST S_ 17 1� 11116 19_ '2 222� r d 80 _ 61 150.4 1 B 1 I I Mof ln;ni - Coleman - Bardessono 11.73 A(;. '. ti z LI kj-_L > + o U 1 ® I 607.65 L Z Lu • of z� crr, _ v ,; 1 U1.111, G. Lor5on 4.59 Ac. N • r ' 606_83 ��- _J --- - - - 606 84 -- I, I, I, Q Ii > moo` a W. Gr-Imes 4.56 A(:. I helvulle. 4.58 Ac, N 11 -__ 63) 64 r 606.04 I 75 88 `161.02 --- 274.01 nAY LARE 100 -- 270.02 - - 3240 11 SEn7E 11 ' 11 � 11 m I1 U II Q U L JC I Q t7 u C 001 Ln i0 O InC 000 L\ co Q I I I o er on > I 4 1- RQ Mt = 86 N L 1 O 06 a0 N -.77 . w a ID j 0.25 A /_ w Bo ,tZIIso L.84 Ac c o 11 12 (y, i- 1 U J U 203_21 -- - x C d � � � I I 1 N 60,81 rr�j v i 0 I12 A, Q K1 1 �' IUU �3� 47 32 37 cn. 16 .21 *. O 1323.22 O I l I I I 1 p / N / I 10 _ - -.' • • • '. T! 3 T H_ -S. E -%- 15 ' v v V WHOLE PAVING ___- RAII R, D- Q USE OR BUILO,rIG ) BY LAW. HOUSE NUMBER COUNTY TAX LOT N0. O /7j�u �iovil f I 800E -- - 4& r M /1® John Hansen 2.86Ac. m Ln O •• N Wm. E. Broyles 1.91 Ac, N 57 1120 - .., _63,.28 i =,rN � George C. Davis 2.I8Ac. C} 2. L v, Richard W. Sullivan 3.66AC 72 z) z� `/o Nat'l. Life Ins. Co. - --- -- -- - -- - - --- Ivey M. C 300 w N .1 11228 •� _T 0.9I Ac[J=' �_� a Eke Hayer 2.59 Ac. 331.37 300 � O 99 --- --- -- O 631.46 631.3-7 = ---- Z N23®ui - m o N Larl C. Ba95inger 3.37Ac. Z'D rn N W � Francis P. Brown 4.c. /20 I 'n 77A° M CO1044UN1TY .::.I C u'cH 0 ,n _" Johnnie L. Broyles 1.91 Ac In "�`'0ID 114 45 631.54 - ' " Claude J. Suchard ,.Ln 0.91 Ac N I Ac. 330.7 300.7 uoi 631.4 N Henry Uro �1.77 Ac. N Edward H. Klein 1.96Ac. > 52 Q I 11620 63163 t 60 bl S.E. $T. F' 0 631.69 S/ .o (N.E.• IOTH 116TH ST. _---------__ _ - -- --- 631,65 35 ----- 300.85 ;c 0 28 c. !/® 116a 2/4 - Q 1168 11629 Z Robert L. Starzman Edward H. Kiel 3.25 Ac. N` N T _I 2.50Ac. mr Knute In a N o 0.284c. m ° 20f� 36054- 3o 330.52 - '°°7r'. Theodore L.Binder- 455.34 Ac. WU) 3136 a S P 77811 4P 5 x uj Ir5.53 u5.42 _ C, I _ (2� - �t S.E. 31% 60 a = 1.,1 S ..r H S T. 300.99- n zs<,a:i 13 :tIQ 7 A Q /J>3 196 02 t O = V• 6 r 13(,04 \ e �• ,O�RYPpAARI 4a 5ry - r, L06 EO •'• • W. H. Spiry 1001 Ac. - r/AQ va 165 2/S m a it bert Leah T \ A � 6 0 N CEN. o SEC. 10632.2858 S.P- 1177003 ESn1T. .uz5 E:' m 407.2y (S 2J7H75 S7) 150 0 60 632.28 60 152.25 ISO ---- - -----• ° n 12006 ! 47Ac 046Ac. ASAc 040Ac. 04©I r ..I) 14o - ]6 12oz4 y 3 4 Ac. 7711 225 N 0 W 5 5 4 ' S0 1 : I 14/ Chas. N. Moore 3.85 Ac. - ,o.i 2 1 � N Al0 14 M �----J1 _ r M C ;� e Q45 Ac. 77.09 7s 7s Iso � f S. E. 121 S T S , ` ty� 14o ® 492.07 632.07 O I 77.05 ® 4 i5 74.89 120.04 :U 75 15 1' 22 Al,'S m �i to I 4 3 2 Vane i 1Ix 2.39 Ac. n lB3 (2i3 ` :, - 0 30 7s 74.89� 2O L--- 1-@ 4 /45 -- - 0.74 A,,, Iso ,••_.�� 122 S G Q /ri I9 C C t`1cC.lalr Francis J. Prulnmer .39 !�c D tf N 1;11 �6 1 �1 C . ]4 i3 0 0 :- I 631.85 - - -- -pq 270 361 8S 30 122 /8 lie T 0. 82 %,. G. M o /sr 7 a 270 , s N (2) - Thomas M. Waters 3.32 Ac. -- 0 25Ac r� m a �79 `m _. .. 4 S.P. 477114 o V22 a - - S0163 330.815 15077:,,.' 150.05 w ===,50----=________ --- S.P777009- 0'Ac. (n a l97 ' I rtt N 1 (2) Bernis Craig 2070 13 .0 Mrs. N. A. t�r7seley d v ° N r2 € , 12248 O 4.60 Ac ai LtJ� M li9 > 796 Q � /2260 pp z7o7t I 1Acr84 (4i 33a7i 0 �� 455.41 60 _ I50 481.42 -- - a I o 135.36 300 33142 0 39�. m � 1z 04 � l90 a Hanshaw Investrrtelds 27c: go N Eiz �35 N 2.99 Ac. 30 , , E--vert W. Peters " 0 2A'0/ e I 2 - IZ 18 • 0. 3-1 Ac 333.2 410u5 9.005 165.3 25 le 3----` _ ? ----- - 30 IA5E y ' (1) 0 Q u 1 6 j A. 258 u a m c.� o t- N 0 `.i l A G Ioo l4i `. m ,�;.' 17Ac 0.33 AG. CO-" f' V/ �lttx33 r,1243/a124 / m w174 3s 12 20 / 4, r7]° ( 2se 61 (2). (3) 36 2 !15 73 76 9B 100 S.P. 776004 E469 59.6J 8 - -^ i0.25 300.49 330.47 a- A x 126 A l62 O 603 122.74� t22�3 �• I I II 12617 N C O xo0.3 0A rn N 5 a g 9 1949 16l . ct d � e .. � Wlt7i (fl'U LIA "AA 135.20 C 4 tt 3/ p Q) Jil N ( N CJ N a WMA5 M. 3 I r I Cu g 12 ,r m IT! c � H �-v 5 2 ssI i- 3s��5 o R o vi u O J �z (L I W 0.2 1 Ac. bIl�Yiik#es 2/j PAC. TEG. N.W. 27] R.-W. ESMT.� 3$ _ �- 1' 4fNl(II(aR A.ct;s 330 28 -- - - 60 -- 300.27- - 30 90 --210.28 -- - o _ I..I LEGEND II' IN WHOLE - -+--� +-.-REPRODUCTION FILRoao ,B PAVING I WATER MAIN 8 HYDRANT -boo fl LDI N G OR PART FOR PERSONAL USE OR SEWER --8- MUSE NUMBER `' RESALE IS PROHIBITED BYLAW. COUNTY TAX LOT NO. O N.C'`I2TFi�-_ C. M. ST. P. a P G3ro8± TRANS LN ESMT. m Securities Mortgage, I11c.4,50(, n 'y- 4 LA 4 -3arkp 'tjAr }� 4 A, sw f- Aj STORM WATER UTILITY R E C E IVED JAN 2 7 1988 OF4"T R F D STOP 4 Qry RF O PP -D 6 O �4� �i �R �G a � 1 r I' l� i 1 i 2" cor2c o 5- E 384.57 poxes j it 29' Coac x J_ � 404,37 o _ • c a _ AW - - o x —xK Q o O o'. I o o: o 0 0 0' i/ I'I — ' Oa Oo00oO��Or1JO000 78 p M.B I / 4 04. /9 1 i /' . Q 0 0 � �—_ l2 •Cone � � C ` _ � � -� Q d' � \/ E 404 S(o /2• Gonc 385 07 L - /2" fasr /—n II i } -X—X_.—X -a i 6 /�0uhd %2" rebar vv no c4P N with /ot board Cl e e � �I ! x—x x—x—x-X—x-->.� , --,--, i f, 'WONP, uT11.CI�('� e 1v Ja CJ SCALE: 1 " = 40' CONTOUR INTERVAL = 2' �1z, �i A51 O • . e „• Ix X X Sc. --- X � X X-X x 2 f I� V CryP� V.XiSTING BASIN MAP J'%lj-OZ -�( 5