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Home My WebLink AboutSWP271808'NG) VALLEY MEDICAL CENTER PHASE II CALCULATIONS TABLE OF CONTENTS VOLUME I FOOTINGS F1 TO F93 COLUMNS C1 TO C143 BEAMS B2 TO B126 SLABS S1 TO S14 VOLUME II EARTHQUAKE Lateral Analysis and Design of Shear Walls and Shear Wall Foundations EQ1 TO EQ143 STAIRS AND WALLS MISCELLANEOUS Spandrels Office STORM DRAINAGE ST1 TO ST26 SP1 TO SP20 M1 TO M13 - - -D1 TO D14 A En JUea 2 1 I000 131,111-Dt' IG'DIVISION EARTHQUAKE Is PROJECT..VA� G�.......................................................................................... SUBJECT...I...A:l K L........................................................................ .......................................................................... ......... BY.......... t�n ..................DATE..1-Z--.��. ........ CHKD. BY.......................DATE.................... ......... SHEET HO........... ...�........................ 5 " S Lz�, T3 (- z . ,f PS !_ rQ . latA's (Lt-ss SL-v.-5 ) 31 lµ4 'iiP. iT`•�.^�SF rt3t-1'S 3 z4 X Isb = -7 -7 S-- PLF 1 �• �t i iI'. SPoI.IOiZs L5 x �., i rb = 4fo Pl.r i,3Ter 2+oP-- LOLI)MOS Z.ZT Sb = S o 6 Per T`(P. •5 XiEe-iolZ CcLJr-irJS (•jxl.Z�+/.vB;xZ•zf�,53 = 41 �f P-F LoWr�r1S ol�j + C I I X z.Zf xirb = 33 PLF PSF 17 (a FSF i 1 :I N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.... v ....................................................................................................... BY..............�h.............DATE.•J•-Z SUBJECT....... ...f?. t'`[!-............................................................................................ CHKD. BY.----..................DATE........------...... .....................................�...................... -A .... t.s......•.�..L;l� ......--.................................. SHEET NO. .:...2 ............................. LEv1--t- Z 5V�3 = Zoo x 6,0. j = k- x (oZ.� , � C.,3 W i, sm'S = /o x coo-i x t+8µ•'+ = Z 1 3 1 le- Te-A•JSF. f3ti S c ZZ 3 x 7 1 4-" k SPAn�OT�IS = 80-� x 4fo = 3 z- �x-TEo2 COL'S = 3 x fo S x car 9 = I q- S K LOL's o.J 4 C I c I x lO.r c 33 g = 3 S S IL Q.I.P. " 6dz-9 = e/6vSx i88 = B 7 • 4 �` /z-" WALL- = 7/co,S x i>"o - / I I. 1 k _ 51_.'FS = (zSB Z7 Z) 60 S x z .S = Z 11 -7• s 1..)T. -SM'S = (31 x &0"S 2x2-0) 44.4 _ �j' Z7, / _ -1 -1 • S IL TK-6 nFg 1 S, M'S= '1. z : x -1 1 S 6Fp4Qofz�t4S c CZx(oo.i+-Zx zA 4Tb = Zo Z_• 1 K IfJ T. (gWr�LJ S _\ q ). 4 7. 8 ,� x-r. 40w,l-Js 2z p e-' • �" oL'1 a" +U= l4 r- co.? " 33g = '-Fc7.7K L , 1. P• 69' c,jrt..3 = '9 c, / 8 Y = / 7 -7 , 8 K 5 _rA' I rL = 3 x Z o x 10 Z_ Z_ r wrLL h IL ! cf 1,�/ A 1. l- c gj o K L o . S ,� i 7 c. _ / y 7 • !g 4 /ob•d7 r'� CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.....VA\..c .--•................................................................................................_......... BY .................................... DATE.!-?4-Y, SUBJECT....L_r> tE :P ...L........................................................................._.................... CHKD. BY. --•-•-•--.............DATE_.................... P1}RS�- ..........................SAS.-1.......................................... SHEET NO.....EQ .3 _............... _........................................... SLa8 = 474 K (eo.i x `Z• = I �1 9 Z. 3 W7, 3►A`S = (Z-1 x coo. 5 t Zx Zo) 4.84•4 = B r �' co w -j f�ttilSp . BM S = 4 r Z_ x -1-71— k SPANo�z.ELs=(2x-CeJ.ffZYZ-O +Zgs+(eo•f)4rv_ Z2�.3'` I Q T• GoW to ,J S= g x r o. j LoC'S o,J (� Cl = iu k co- :r X 3 3 8 = 4 c1 , IL 10 SiAifL = 3 k LO,i ec 17G = /4.7, m rc 3 � g6•� � V7,b PEA CA —o'rc.L- 1�u7(o. Lfir. _ /3�2.1 + Sx4-1�8•S+ 3v$� g = zSS *5rc V Z_ t KGS W -7S x i x l x -73 zz ID zSP� 3-3 s. rz� C = � � /S V 7 is V173 3 /� ✓ Z2 SrbkT DI(crioiJ ; _ :. C$ _ •LZ x/.� _ •IZ_ V . -7 x / L 8v S E SN 2 ✓- • o g x Z S S_13 = 2 3 03 K _. ....,..z ..a ...._...sue._ 3:- ....�.._�..:._:..1...:+.:,a.a._......e._._.....��.-.-..»u.....�,.._.,.,.sn...-.. �.-......... �..��.. ...�..� .,.i �_.... �.� __....... ___ r....._. .. -. .., _..r..._._..Y._..s ....,.�...... w....e.a�... .. _..� ® N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206.624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATI-LE, WA 98101-4004 _•- • JOB NUMBER: PROJECT: �NG BY: DATE: // > SUBJECT. Zf-/—Ep•-j,` �j �C — �'� CHECKED BY: DATE: ��('�� r �¢�� 13✓7 ( lJ.i�I% SHEET NUMBER: OF: X'gom4 0- 7- x5Q 3 // o T-¢ L, 03 4� Dr kfLr,-T -/ Zi�°J3�c ZI (f w z 3 ZoArJ 3 11, o0 �il7 G0, -Ai� F,12-7-64IE C Y S -7E&N (N't 912 ee-) 1-GC e'?,verz! T h = 73.5 h C a �OZO t G p ... ✓_ .3x � Xl.�d� — Z1"rc)3 . - !.:. '�,:�:t�_:::�::'.'a�a:a.... ...... _.... .... ..:.�.: i .•. 1 .a ............ ... .z'�... �.�..�..... ..�—....r �...�. .......r...s �•......F... � .cu.. r. a. ... ! �' �... ..._ ... .... .��.. a........� ...�..�_..� . ...ter . L a Y < [ f N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET 206.624-7863 ® SUITE 1620 FAX: 206.624-8947 CONSULTING ENGINEERS . SEATTLE, WA 981014004 JOB NUMBER: PROJECT: Alc BY: DATE: I - SUBJECT: Gq-InesQ+(� ()j7s� g� CHECKED BY: DATE: injT L;7Z 0 LAJ_� SHEET NUMBER: Q OF: _t4 F= f c ooc Gv 7 /, \ �ca t-l�. 4) Ila $ 3G87 73.1 27 0910 Vvy 11 Z /�7 G �lo� t2.a Z/4 ;/Z j 41 o3 4-Z 17Zi 7 G ZgA W-3 3 41ob 7 Z 136Z !d•5 ly3oZ Z� �.o 9�3 71 C4c5crL U�Fo� bN 4 n'v� Or- Zo ' i-fo- -r;L / oG 4 LOA-0 c,wJx� 47 6G 44 Ay S Y41 ;;Z 7, 7 171 1eq 0,49 o13 7 337- Zf- Zoo 131 •OS3 v�/o •011 •2o( 1fo(. IL$ .o90 of a oZa 007 j IIZ o9'Ii •073 .O 3 033 .017 uoy/ d ojo o`(l •033 ozl •0(7 Ocs �o Z 3 01 b , 013 .o I1 .009 , 00L oo3 •Ou I , 00 1 •eDO 000 149D0 �, 17 •9/1 - 703 z9d -/V3 •03� N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 20"2A-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: V I- 1 C BY: DATE: SUBJECT: L4iLR-kL V BG �O CHECKED BY: DATE: �¢{� �I-C % - B (, pi 1.� SHEET NUMBER: I✓i Q OF: /mac Z �u 0 36e7 1-K7 YJa' 493(l 02 7 41o9 -911 W 3q io 390 6 41o9 .703 aid zo3o z�7'Z '/ 3 41 o9 Zo Z Inez •038 2/ z I I 1.z; X(. O ,gay U56 C = I.6B4 •3� / � 1.58�[ /Z57 og,row ✓' = (32,/ .07 lzi-7 U 5e ✓��2 il•L4< 4:>iS rk i $ u 1 0.� - aocv/ P LQ G SUBJECT: (SAT e-,ZL. as e- - ,;39 CHECKED BY DATE: F a.4,"-j 'eutu-Pt(4Ly SHEET NUMBER: '7 OF: ASAAdX-r OF 7VE 24L> 4_ M aq-C 'Cot C7 6 a) 4-c 2412 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SuiTE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: BY DATE: SUBJECT- CHECKED BY DATE: -,T SHEET NUMBER: OF: _Ae rLAtL�Pli GN 6% '3 w 0 \,n \A 0 t4\ 11% qs% 0 U. Vi .ar CA t'q k-j T4% 9 �-Z N.G. JACOBSON& ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SLATE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATME, WA 981014004 JOB NUMBER: PROJECT: J na L BY. � DATE: SUBJECT: CHECKED BY: DATE: SHEET NUMBER: OF: IVA run)al� -7 6 Io 3 74' -t--1 5 10 15 . . ....... 4- Zo, 7 C,c 1 31 lo. K_ 'Y ('2 4 a 1)-7 V3Z CIL, 6-1 10,6 v I'- z" - 1,7 C T Io tL. y N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET 20"24-7863 ® SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 _ JOB NUMBER: PROJECT: V BY: � DATE: SUBJECT: LATL-�Z� L UBG d �7� CHECKED BY: DATE: 64E� WAL.L SHEET NUMBER: EQ /(% OF: -- ------ ------------ o i O j 1T I1�9 I— �► 3 I� I� f 1--• — i ---� y ----- • 14 - - t 2O _ S T a S 6 b I II IZ L7 23 wo to •Sd I i �ErI,66Fs Q �LD(��rz�l� 54-W1g- Al 45a- &e-i 0 14. Lo k/ OF 22/ Number of Nodes 1/ Number of materials 25/ Number of beams 0/ Number of beam end releases 0/ No. of plates 0/ No of fasteners 2/ No. of primary loadcases 0/ No. of superposition load cases 6/ No. of restraints Node definitions: NI NX NY 1 0 -25/ 4 478 -25/ 5 0 0/ 6 125 0/ 7 353 0/ 8 478 0/ 9 0 126/ 10 125 126/ 11 353 126/ 12 478 126/ 13 0 252/ 14 125 252/ 15 353 252/ 16 478 252/ 17 0 378/ 18 125 378/ 19 353 378/ 20 478 378/ 21 0 504/ 22 125 504/ 23 353 504/ 24 478 504/ Material Property definitions: No. Mod. Mu Density 1 3600. .33 0/ Beam definitions: BI BN1 BN2 Area I -mod. Mat. 1 1 5 3486. 18010000. 1/ 2 4 8 3486. 18010000. 1/ 3 5 9 3486. 18010000. 1/ 4 8 12 3486. 18010000. 1/ 5 9 13 3486. 18010000. 1/ 6 12 16 3486. 18010000. 1/ 7 13 17 3486. 18010000. 1/ 8 16 20 3486. 18010000. 1/ 9 17 21 3486. 18010000. 1/ 10 20 24 3486. 18010000. 1/ 13 9 10 1764. 2330000. 1/ 14 11 12 1764. 2330000. 1/ 15 13 14 1764. 2330000. 1/ 16 15 16 1764. 2330000. 1/ 17 17 18 1764. 2330000. 1/ 18 19 20 1764. 2330000. 1/ 19 21 22 1764. 2330000. 1/ 20 23 24 1764. 2330000. 1/ 22 10 11 504. 54432. 1/ 23 14 15 504. 54432. 1/ 24 18 19 504. 54432. 1/ 25 22 23 504. 54432. 1/ 26 5 6 1764. 2330000. 1/ (% 9 27 6 7 1764. 2330000. 1/ 28 7 8 1764. 2330000. 1/ Loading definitions: ( loadings - Case 1 PCI NLN NLB NLP WF 1 6 0 0 0. GRID 16 WALL - SEISMIC LOADS (kips -inches)/ LNI PX PY MZ 5 8 0 0/ 9 51 0 0/ 13 76 0 0/ 17 101 0 0/ 21 484 149 0/ 24 0 -149 0/ Loadings - Case 2 PCI NLN NLB NLP WF 2 6 0 0 0. GRID 2 WALL - SEISMIC LOADS (kips -inches)/ LNI PX PY MZ 5 9 0 0/ 9 54 0 0/ 13 81 0 0/ 17 108 0 0/ 21 516 159 0/ 24 0 -159 0/ Restraint conditions: Nod RC FD 1 1 0/ 1 2 0/ 1 3 0/ 4 1 0/ 4 2 0/ 4 3 0/ M I C R 0 S A F E --- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 3.0 6/05/1990 14:52:5` Input data file : SEISMI6,INP Output data file : SEISMI6.OUT SIZE OF THE STRUCTURE Number of nodes 22 Number of materials 1 Number of beams 25 Number of beam end releases 0 Number of plates 0 Number of fasteners 0 Number of primary loadcases 2 Number of superposition loadcases 0 Number of restrained degrees of freedom 6 NODE COORDINATES Node Coordinate X Coordinate Y -' 1 .00000 -25.00000 4 478.00000 -25.00000 5 .00000 .00000 6 125.00000 .00000 7 .WVVUV ILO.UUVVV 10 125.00000 126.00000 11 353.00000 126.00000 12 478.00000 126.00000 13 .00000 252.00000 14 125.00000 252.00000 15 353.00000 252.00000 16 478.00000 252.00000 17 .00000 378.00000 18 125.00000 378.00000 19 353.00000 378.00000 20 478.00000 378.00000 21 .00000 504.00000 22 125.00000 504.00000 23 353.00000 504.00000 24 478.00000 504.00000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 3600. .330000 .000 BEAM DATA Beam I J 1 1 5 2 4 8 3 5 9 4 8 12 5 9 13 6 12 16 7 13 17 8 16 20 9 17 21 10 20 24 13 9 10 14 11 12 15 13 14 16 15 16 17 17 18 18 19 20 19 21 22 20 23 24 22 10 11 23 14 15 24 18 19 25 22 23 26 5 6 27 6 7 28 7 8 PRIMARY LOADCASES Length Area M. Inertia Material 25.000 3486.0000 *********** 1 25.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 126.000 3486.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 228.000 504.0000 54432.00000 1 228.000 504.0000 54432.00000 1 228.000 504.0000 54432.00000 1 228.000 504.0000 54432.00000 1 125.000 1764.0000 *********** 1 228.000 1764.0000 *********** 1 125.000 1764.0000 *********** 1 Number of loaded nodes 6 Number of Loaded beams 0 Number of Loaded plates 0 Gravity loads factor .00000 NODE LOADS Node PX PY MZ 5 8.00 .00 .00 9 51.00 .00 .00 13 76.00 .00 .00 17 101.00 .00 .00 21 484.00 149.00 .00 24 .00 -149.00 .00 Loadcase name GRID 2 WALL - SEISMIC LOADS (kips-inche Loadcase number 2 Number of Loaded nodes 6 Number of Loaded beams 0 Number of Loaded plates 0 Gravity loads factor .00000 NODE LOADS Node PX PY MZ 5 9.00 .00 .00 9 54.00 .00 .00 13 81.00 .00 .00 17 108.00 .00 .00 21 516.00 159.00 .00 24 .00 -159.00 .00 MOVEMENT RESTRAINTS Node Type of restraint Displacement 1 Translation along X axis .00000 1 Translation along Y axis .00000 1 Rotation about Z axis .00000 4 Translation along X axis .00000 4 Translation along Y axis .00000 4 Rotation about Z axis .00000 SOLUTION SUMMARY Number of degrees of freedom : 66 (66 in RAM and 0 on disk) Bandwidth : 15 Number of Loadcases 2 ---------------------------------- - ---- ---------- - -- ----------------------------- RESULTS FOR LOADCASE 1 : GRID 16 WALL - SEISMIC LOADS (kips -inch NODE DISPLACEMENTS y Node U V Omega 1 .000000 .000000 .000000 4 .000000 .000000 .000000 5 .000650 .000563 -.000051 6 .000633 -.002022 .000004 7 .000600 .001526 .000006 8 .000583 -.000563 -.000046 9 .021668 .003195 -.000268 10 .021378 -.026741 -.000217 11 .019526 .022796 -.000186 12 .019236 -.003195 -.000236 13 .065130 .005637 -.000409 14 .064154 -.040262 -.000334 15 .057922 .032854 -.000275 16 .056946 -.005637 -.000349 17 .122433 .007795 -.000488 18 .120332 -.047166 -.000401 19 .106917 .036126 -.000314 20 .104816 -.007795 -.000399 21 .186082 .009624 -.000510 22 .182493 -.047896 -.000421 23 .159580 .035095 -.000320 24 .155991 -.009624 -.000406 BEAM CORNER FORCES Beam I J FX1 FY1 MZ1 FX2 FY2 MZ2 1 1 5 -366. -283. 137962. 366. 283. -128820. 2 4 8 -354. 283. 123868. 354. -283. -115010. 3 5 9 -359. -262. 1Ww--- 359. 262. -88619. 4 8 12 -353. 262. 119800. 353. -262. -75268. 5 9 13 -322. -243. 93176. 322. 243. -52564. 6 12 16 -339. 243. 79771. 339. -243. -37096. 7 13 17 -296. -215. 59376. 296. 215. -22092. 8 16 20 -289. 215. 43807. 289. -215. -7381. 9 17 21 -302. -182. 29982.. 302. 182. 8027. 10 20 24 -182. 182. 15122. 182. -182. 7853. 13 9 10 15. -19. -4557. -15. 19. 2187. 14 11 12 15. -19. 2134. -15. 19. -4503. 15 13 14 50. -28. -6812. -50. 28. 3275. 16 15 16 50. -28. 3175. -50. 28. -6711. 17 17 18 107. -33. -7890. -107. 33. 3803. 18 19 20 107. -33. 3653. -107. 33. -7741. 19 21 22 182. -33. -8027. -182. 33. 3874. 20 23 24 182. -33. 3700. -182. 33. -7853. 22 10 11 15,E -19. -2187. -15. 19. -2134. 23 14 15 50. - -28. -3275. -50. 28. -3175. 24 18 19 107. --- -33. -3803. -107. 33. -3653. 25 22 23 182. - -33. -3874: -182. 33. -3700. 26 5 6 1. -20. -4979. -1. 20. 2424. 27 6 7 1. -20. -2424. -1. 20. -2235. 28 7 8 1. -20. 2235. -1. 20. -4790. �R 110 BEAM LOADS AND STRESSES Beam I J PX1 SX1 PX2 SX2 SH1 SH2 BM1 BM2 1 1 5 283. 0. 283. 0. -366. -366. -137962. -128820. 2 4 8 -283. 0. -283. 0. -354. -354. -123868. -115010. 3 5 9 - 262. 0. 262. 0. -- -359. - -359. --.133799... -88619. 4 8 12 -262. 0. _262. 0. -353. -353. --119800. -75268. 5 9 13 243. 0. 243. 0. -322. -322. -93176. -52564. 6 12 16 -243. 0. -243. 0. -339. -339. -79771. -37096. 7 13 17 215. 0. 215. 0. -296. -296. -59376. -22092. 8 16 20 -215. 0. -215. 0. -289. -289. -43807. -7381. 9 17 21 182. 0. 182. 0. -302. -302. -29982. 8027. 10 20 24 -182. 0. -182. 0. -182. -182. -15122. 7853. 13 9 10 -15. 0. -15. 0. 19. 19. 4557. 2187. 14 11 12 -15. 0. -15. 0. 19. 19. -2134. -4503. 15 13 14 -50. 0. -50. 0. 28. 28. 6812. 3275. 16 15 16 -50. 0. -50. 0. 28. 28. -3175. -6711. 17 17 18 -107. 0. -107. 0. 33. 33. 7890. 3803. 18 19 20 -107. 0. -107. 0. 33. 33. -3653. -7741. 19 21 22 -182. 0. -182. 0. 33. 33. 8027. 3874. 20 23 24 -182. 0. -182. 0. 33. 33. -3700. -7853. 22 10 11 -15. 0. -15. 0. 19. -- - _ 19. 2187. -2134. 23 14 15 -50. 0. -50. 0. 28. - 28. 3275. -3175. 24 18 19 -107. 0. -107. 0. 33.----- 33. 3803. -3653. 25 22 23 -182. 0. -182. 0. 33. 33. __.___....3874. - -3700. 26 5 6 -1. 0. -1. 0. 20. 20. 4979. 2424. 27.. b _. 7 -1. 0. --1. 0. 20. 20. 2424. 2235. 28 7 8 -1. 0. -1. 0. 20. 20. -2235. -4790. NODE INTERNAL FORCES AND REACTIONS Node Coordinate X Coordinate Y FX FY M2 1 .00000 -25.00000 -366. Reaction -283. Reaction 137962. Reaction 4 478.00000 -25.00000 -354. Reaction 283. Reaction 123868. Reaction 5 .00000 .00000 0. 0. 0. b 125.00000 .00000 0. 0. 0. 7 353.00000 .00000 0. 0. 0. 8 478.00000 .00000 0. 0. 0. 9 .00000 126.00000 0. 0. 0. 10 125.00000 126.00000 0. 0. 0. 11 353.00000 126.00000 0. 0. 0. 12 478.00000 126.00000 0. 0. 0. 13 .00000 252.00000 0. 0. 0. 14 125.00000 252.00000 0. 0. 0. 15 353.00000 252.00000 0. 0. 0. 16 478.00000 252.00000 0. 0. 0. 17 .00000 378.00000 0. 0. 0. 18 125.00000 378.00000 0. 0. 0. 19 353.00000 378.00000 0. 0. 0. 20 478.00000 378.00000 0. 0. 0. 21 .00000 504.00000 0. 0. 0. 22 125.00000 504.00000 0. 0. 0. _ 23 353.00000 504.00000 0. 0. 0. 24 478.00000 504.00000 0. 0. 0. RESULTS FOR LOADCASE 2 GRID 2 WALL - SEISMIC LOADS (kips-inche NODE DISPLACEMENTS Node U V Omega 1 .000000 .000000 .000000 4 .000000 .000000 .000000 5 .000693 .000601-.000055 6 .000675-.002156 .000004 7 .000640 .001627 .000007 8 .000621-.000601-.000049 9 .023106 .003409-.000285 10 .022797-.028515 -.000232 11 .020822 .024309-.000199 12 .020513-.003409-.000251 13 .069455 .006014-.000436 14 .068414-.042935-.000356 15 .061768 .035034-.000294 16 .060727-.006014-.000372 17 .130564 .008316-.000521 18 .128323-.050295-.000428 19 .114017 .038522-.000335 20 .111776-.008316-.000425 21 .198438 .010268-.000543 22 .194611-.051071-.000449 23 .170176 .037422-.000341 24 .166349-.010268-.000433 BEAM CORNER FORCES Beam I J FX1 FY1 MZ1 FX2 FY2 MZ2 1 1 5 -390. -301. 147112. 390. 301. -137358. 2 4 8 -378. 301. 132093. 378. -301. -122646. 3 5 9 -382. -280. 142667.E 382. 280. -94521. 4 8 12 -377. 280. 127754. 377. -280. -80266. 5 9 13 -3". -259. 99379. 3". 259. -56058. 6 12 16 -361. 259. 85068. 361. -259. -39560. 7 13 17 -316. -229. 63322. 316. 229. -23542. 8 16 20 -308. 229. 46717. 308. -229. -7872. 9 17 21 -322. -194. 31957. 322. 194. 8559. 10 20 24 -194. 194. 16126. 194. -194. 8374. 13 9 10 16. -20. -4859. -16. 20. 2333. 14 11 12 16. -20. 2275. -16. 20. -4802. 15 13 14 53. -30. -7264. -53. 30. 3493. 16 15 16 53. -30. 3386. -53. 30. -7157. 17 17 18 114. -35. -8414. -114. 35. 4055. 18 19 20 114. -35. 3895. -114. 35. -8254, 19 21 22 194. -35. -8559. -194. 35. 4131. 20 23 24 194. -35. 3946. -194. 35. -8374. 22 10 11 16. -20. -2333. --16.-_-.- 20. -2275. 23 14 15 53. -30. -3493.- -53..- --•- 30. -3386. 24 18 19 114. -35. -4055.--- -114._-__ 35. -3895. 25 22 23 194. -35. -4131. __-194. 35. -3946. 26 5 6 1. -22. -5309. -1. 22. 2585. 27 6 7 1. -22. -2585. -1. 22. -2384. 28 7 8 1. -22. 2384. -1. 22. -5108. BEAM LOADS AND STRESSES Beam I J PX1 SX1 PX2 SX2 SN1 SN2 BM1 BM2 1 1 5 301. 0. 301. 0. -390. -390. -147112. -137358. 2 4 8 -301. 0. -301. 0. -378. -378. -132093. -122646. 3 5 9 280. 0. 280. 0. -382. -382. -142667. -94521. 4 8 12 -280. 0. -280. 0. -377. -377. -127754. -80266. 5 9 13 259. 0. 259. 0. -344. -344. -99379. -56058. 6 12 16 -259. 0. -259. 0. -361. -361. -85068. -39560. 7 13 17 229. 0. 229. 0. -316. -316. -63322. -23542. 8 16 20 -229. 0. -229. 0. -308. -308. -46717. -7872. 9 17 21 194. 0. 194. 0. -322. -322. -31957. 8559. 10 20 24 -194. 0. -194. 0. -194. -194. -16126. 8374. 13 9 10 -16. 0. -16. 0. 20. 20. 4859. 2333. 14 11 12 -16. 0. -16. 0. 20. 20. -2275. -4802. 15 13 14 -53. 0. -53. 0. 30. 30. 7264. 3493. 16 15 16 -53. 0. -53. 0. 30. 30. -3386. -7157. 17 17 18 -114. 0. -114. 0. 35. 35. 8414. 4055. 18 19 20 -114. 0. -114. 0. 35. 35. -3895. -8254. 19 21 22 -194. 0. -194. 0. 35. 35. 8559. 4131. 20 23 24 -194. 0. -194. 0. 35. 35. -3946. -8374. 22 10 11 -16. 0. -16. 0. 20. 20. 2333. -2275. 23 14 15 -53. 0. -53. 0. 30. 30. 3493. -3386. 24 18 19 -114. 0. -114. 0. 35. 35. 4055. -3895. 25 22 23 -194. 0. -194. 0. 35. 35. 4131. -3946. 26 5 6 -1. 0. -1. 0. 22. 22. 5309. 2585. 27 6 7 -1. 0. -1. 0. 22. 22. 2585. -2384. 28 7 8 -1. 0. -1. 0. 22. 22. -2384. -5108. NODE INTERNAL FORCES AND REACTIONS Node Coordinate X Coordinate Y FX FY MZ 1 .00000 -25.00000 -390. Reaction -301. Reaction 147112. Reaction 4 478.00000 -25.00000 -378. Reaction 301. Reaction 132093. Reaction 5 .00000 .00000 0. 0. 0. 6 125.00000 .00000 0. 0. 0. 7 353.00000 .00000 0. 0. 0. 8 478.00000 .00000 0. 0. 0. 9 .00000 126.00000 0. 0. 0. 10 125.00000 126.00000 0. 0. 0. 11 353.00000 126.00000 0. 0. 0. 12 478.00000 126.00000 0. 0. 0. 13 .00000 252.00000 0. 0. 0. 14 125.00000 252.00000 0. 0. 0. 15 353.00000 252.00000 0. 0. 0. 16 478.00000 252.00000 0. 0. 0. 17 .00000 378.00000 0. 0. 0. 18 125.00000 378.00000 0. 0. 0. 19 353.00000 378.00000 0. 0. 0. 20 478.00000 378.00000 0. 0. 0. 21 .00000 504.00000 0. 0. 0. 22 125.00000 504.00000 0. 0. 0. 23 353.00000 504.00000 0. 0. 0. 24 478.00000 504.00000 0. 0. 0. Execution time 16.26 seconds. N.G. JACOBSON & ASSOCIATES, M. 320 NE STREET 206-624-7963 SLATE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-04 JOB NUMBER: PROJECT': �A L, BY: DATE: SUBJECT: c, - 136 CHECKED BY DATE: L SHIEET NUMBER: OF: to 4V -7 zs Z. loi 3le ELL 3 17& 'Z 5 57 7 Wk L' I" lo.ss I) o lo-s( Pe-o Pt iLi)'&rz 4niL rolLic) It. r i m N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX:206-624-8947 FCONSULTING ENGINEERS SEATrLE, WA 981014004 JOB NUMBER: PROJECT: (� BY: C/ DATE: SUBJECT: f- CHECKED BY: DATE: Si SHEET NUMBER: �/ 4 2l OF: S.< A Y of Gi /J 62.E 58 k 3v j �- li✓a//X zoA /O.s— 36,2, k ply f/Sx�i x /o 57 X G -3� LC - 2d�Js�X /d X 3� r x 3K J-Q•'SJ'n� L /Ct�+'� S � �� _ Ziv2 �rs C / / G /vlrL — 133ga%z = 11 1 5-0 V= 3 s9+Pf f) l 'f C o� t �� t �Q. ) = /• �C 3y2 f 3 6 f 76 7- U N x a = 1pr _ M� l• �3x/�� is 9�i 'i� IA VI,= %3y�+na�✓ SCr0.11 L LZD.7) xrz I4/6 0 /rl �N 4- %1 S x / Z 1, 55 ks 6 lc) k4; 3�t86 i y 4 67Q 0 , Z 1/ = 0.2 x �14�00 = 8 cc 1pSYSo ps c N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATnE, WA 98101404 JOB NUMBER: PROJECT: BY DATE: SUBJECT: �AL_l L4 N1 CHECKED BY: nn DATE: LA 13e- SHEET NUMBER: OF: V-? ?-.J- Y c 3 00 2 V1, Ac v JT� 6, 6 X 7Y86 0, t" = o - oeo /99 .:I /V = o - 4, 0 2-r V, N.G. JACOBSON & ASSOCIATES, Nc. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: BY; A-Cl DATE; SUBJECT. as CHECKED BY: DATE: U00 — t35 SHEET NUMBER: OF: ejej r pil -r . 11-4 z / 6 .Tyl /371 ,,I- - C, / x I �,,-�rt fogy.s 6. 7jr do e s o d?- 461LAWYI 41 oky o 7el /25 N.G. JACOBSON & ASSOCIATES, INc. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: J f y\ n BY: DATE: jp i SUBJECT: L JA LL Dcsl L.) t 1. D Ll N E G I� CHECKED BY: DATE: SHEET NUMBER: Q ! OF: G A t_C k lir /�z r C4 G/.4e/c Z) V c/ r= Gz a72o /, r, : e A4 of y 0 W/o F01G /3 p vI �, y� l r y �% rri t •, X � m u c5�(Pr� << A> o. iZ �S �c r �- a13C IFQ. 2 5� Z G✓� /� g G tv s A> # � • r .ti N.G. JACOBSON & ASSOCIATES, INC. 520 PACE STREET 206-624-7863 ®� SuiTE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: V � (� BY: Ar' DATE: SUBJECT: Wa LL. DT4 !� �.4 L ! til E 2 '^! (� CHECKED BY: DATE: kAer-- PB SHEET NUMBER: EGA 2�j OF: Ac=8t-�.ofo Act, , y z 'r, iz x x .9, s' X (0 0 ©, z14 �Z G 0 N.G. JACOBSON & ASSOCIATES, INc. 520 PIKE STREET 206-624-7863 ® SUITE 1620 FAX:206-624-8947 CONSULTING ENGINEERS SEATILE, WA 981014W4 JOB NUMBER: PROJECT: J m (- BY: DATE: Z1105 SUBJECT: WAu_ I`iC-Sllaril n f - LING 4q IW CHECKED BY: DATE: y sG - 69, SHEET NUMBER: Eo �ZLP OF: 6-7 Pt, _ 5-7 x '� _ Z 2, p = Z-1 sr 2q6 M = 5136;/2- = q9 4J, l(- u G7Z7 Z> 0.9 pc t /,43 70 VU �✓0H H�/u ✓- ��9 , 69 z 7 x 12 s 3y8G iY' `- 0 70 /.S- �iornait ry P-, d 2) ,Does ks�, Lr� A w '. N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECIF. y m L BY DATE: /0 SUBJECT: I JA L,< r,>F <iLP CHECKED BY DATE: LA P;G - Og SHEET NUMBER: ECG Z7 OF: 70 7 5r X 6,0 453 d z -z z A; 7. 3 m 5 Cr JA 1r) CJ A - -Y k -e . ;;- p A ssln not 3,6 " of, y 70 -Z ZO 3S 3 7 11 -7 Y7 Vx jo 7 2 5— N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 2%-624-7863 SUITE 1620 FAX: 2&624-8947 CONSUL77ING ENGINEERS SEATME, WA 98101-4W4 JOB NUMBER: PROJECT: ') mc, BY.. DATE: SUBJECT- VJ4LL. C)ESI L-4*4 69 4"/,/E Z IC I LP CHECKED BY. DATE: SHEET NUMBER: OF: fl,o V?-,/, V, -c / f, //, , � ` a , JW,, 12- 6A--t ok 14 04, -7 -3 II A = age - Fan. (, us� # � A s i^ = tt,t- /Isk 0 3r /11 ILI A;A = 047 -r I � Z5-- )E6 - Z-5- - R-a Zsr- 4 lEo- z S - .3 - W-1 To 3-2 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: BY. DATE: lo 7 SUBJECT: Po t),A A oz.-` A f CHECKED BY DATE: t-f 61c- 03 SHEET NUMBER: OF: Pi. P2 - 2 V, 4+ > - telv\j-f q- P/ t92 P3 m # v v P- 6Z 2- / % (,701 //,- lea = 35-y 7-a3 ul' ID' x- 60, x I- I I x Level Z. 17 r 2 N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET 206-62 -7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4004 JOB NUMBER: PROJECT: j m L BY. �� DATE: LO I "j SUBJECT: I.J 4,L.L G2 LA Po D - 1 mQ u NE Lo CHECKED BY: DATE: SHEET NUMBER: OF: �aG�t T6�o•( ovtr P �L z x 3f/2 t lrD6 �`�7f-fos' s �Sy2 + F> r sc 4 !lG�o X z f 26zx 39.8 = 33767 lJL too 6— 141 ) � i[V, � / 3'fo / ZSY7 Ala G�vas� 3Sq x � xz = ��02 G.� /4-srk?1, c 71 X N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: VA46 A BY. DATE: Q, SUBJECT. rt)vl4p4pod IAI,41t- e- 1"I'lF CHECKED BY DATE: SHEET NUMBER: OF: 4- OF VJUS, w + t9 6LZ;p II L 20 --7S- k /9 0 20 .7 33 767 13907 -4- '1908 Tt- 2- 7 z- x +�97Z 2-7/6 x Z71 6 7. Ok-- 2- )r 7.9 3 y IT N.G. JACOBSON 8L ASSOCIATES, INC. 520 PIKE STREET 2fl6-624-7863 ® SUITE 1620 FAX: 20"24-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: (� BY: A C, DATE: LO 1 I G T- SUBJECT: Fut kyQ Lwrt r)o u ,A L_L. n (� L4 !4 7-- 1(o CHECKED BY: DATE: SHEET NUMBER: OF: + M = 3 3 7G•7 13907 47b7� M = Y767N— /S,1Zxs - 3y9G zx 2et1/2 ( 37, if — )6.36 ) 7.D.9 KSE - D4`- De� 33767 — 139a7 _y913 f 751/746Z MTV = 23C/6o 5V2- x 5' M7L of y 3/G70 3,13 to . 2 el ks,4 S /l X 7 S%•�L = /L G N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: BY. G DATE: �Oj SUBJECT: POV ft) pA-rl p 1�j W A t-k- Ll I g I Lo CHECKED BY: DATE: F2 SHEET NUMBER: OF: ai's ry% 1 t F- I I b-70 oG p L. + to 1, P L t 1 4 L L q E Sa 14 i 4x.,5x 11 = (o.L- x 4, i lLb 2D 7• 13 -x )I - 9 7, 2 jo-j-o� CA� 7 1:yl-L — --x- H 70.1X -2�/? + 17 x I ?/z x 3 1 ) - o x I -?-/Z 50sq"L m 712.1 Z' 7v3 x I -L t Y —A 0 44 4-1, y --751 Z 3 7, z -Z X 7�d - 37 11 0 x 3 -2, 7 7, G Z-,Y 10 + N.G. jAcoBsoN & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEAT LE, WA 981014004 JOB NUMBER: PROJECT: BY.. AG DATE: SUBJECT: (4t4F ILO CHECKED BY: DATE: SHEETNUMBER: OF: 262 t-4 r), -7 3' 70 ?"y 20, ? !r -z 4z) (lo, Vs') 6 7o o x 7 9 9' t — / Y 9 7-'-1- V6 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 981014004 JOB NUMBER: PROJECT: vy e, BY: AG DATE: SUBJECT: CHECKED BY DATE: 1A SHEETNUMBER: OF: 7 Zq, 3 7 3 4-S -Y S — ion x q - 5' 7 7872 (q o I e- &,t q 4-6 lc_ C�'— 0 5 7 i7 Yl G. /3,j ) A; , 42 4, 7 / /A ti Dig, 7T� -7130 A 1677 .... ....... N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET SUITE 1620 FAX: 206624-7863 206-624-8947 CONSULTING ENGINEERS SEAT LE, WA 98101-04 JOB NUMBER: PROJECT: BY. A G DATE: Zo SUBJECT: CHECKED BY DATE: v 5e, - as SHEET NUMBER: Ci Q OF: Z7- -X 36.Z5 6 76 V 2-Y 564403 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206.624-7863 ® SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4004 JOB NUMBER: PROJECT: Y VIA L BY: Q DATE: 1 g G SUBJECT: FDU Ki DATI pM LJ A L4., (j LANE I LP CHECKED BY: DATE: SHEET NUMBER: OF: 4501 �' i o Ak--- Yp / (11670 c ZLZ f EG I Z62 3z4 f,^.Si 3'fZ u. 114 M TL = 3/670 ,1 I. 2 z - %� � 5!•"7� C A4- M = 2/3 X 20,1) J0.3) t 11970 + 11 X z7-.,7/ �50/ 3 z 9 4sg — 15 9 40 r37/8 'le- � %n5>0N G M� /q Zoe !� � I Y 79, 7S'+ 262 X zZ f. l! 67; _ 3q2 X29. -.r - /"s ,r 9 J� 1 _ — 3 7 3 `/ .i/ec-r 2)3 t 35�2 f- 262 — C417-6fi 2 X 22,7.E -f- /!x zz•7J' vv - 35-6 wip1 ....._.. ter_:...... ::a_�'_...�. ...:.�...'�.'_a �.._'.... ... — _:....�:.� _ u�_... �:...-.. .....i...... ........._.�.. .._..._._..... .. ..... _u....f.. ® N.G.1ACOBsoN & ASSOCIATES, INC. 520PIKE STREET 206-62A-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: V M (� BY: ,4C- DATE: (VI9�9C SUBJECT: r-OLAODATIpN WALL -A LLme iIO CHECKED BY: DATE: jG 8 D SHEET NUMBER: E Q 4 Z OF: M =/3 2,3 �2 -f- 11 b -7 o •{- fSo l 3 g x IV,-5 — Z9. 6x 3 Z,3 /3 r7 /v5 I 1 �70/ Bo q2 `% Vh = SAS x/ 4 =71/ M= Ej Z x 30, : t 3�33Z — 28027- fern .0 Tap .> r 1, sa✓ J/ S2� 4 go �, ►1670 5Z 7V — 4a 1 6s' 39as 5' 41r9 ` C- TpJ Y v V = 1 37Q� 38.G �yvl VV\, 9y6 80 gz4 2 73 5,7 —' z C 30.2 V = 7 70 7?0 /077 i�,rs F=7 JOB NUMBER: 60s-, z) N.G. JACOBSON & ASSOCIATES, INC. 520 nKE STREET If 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 �j 1 PROJECT: Y YW L. BY: A L DATE: 1p SUBJECT: rnutj(y�,"ptA ��qL(., N(: �� CHECKED BY: DATE: u Ell., - 9 5 SHEET NUMBERED 4: j OF: 4 4A8 o• 9 D� t 1. �m � ,�'� r�GsB ,�� 37 4- E 3.7 4 � i) L I3z z a 3a5 Ce i 5 L�5' pL W u of - G�a-0ls 9.q 577 /o G t.. L�v-rd� Gcraa/1 37Y x 19.8 4- 3C4 x t q \ 8 + 132 x 30• 2 — 30a x lq-$ 371� X 19 8 — Sys x Taz r o x 7�f. 5� X S x 'L =-7*os 460 92 r+3ggC - 1,098 _ -7 40,.5' — 3 7 Z.3 — 3337( 9' P 2/3 2 ,��,5 D Gq 38_r X _ Gs��B �' � 30 • z � � Z x 2/3'Z /0-.72. ksf �U 3 Crr� 37.2,S 414x/e = rz x lo. 72 X ® N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 200-62.4-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: \j BY: A L DATE: SUBJECT: r--oy Al t .AT I D ti1 U 7,� L/ N ` CHECKED BY- DATE: U gG— Qjg SHEET NUMBER: OF: �Ic cell I �bas 16 t /;, 9•S I. y S b 7-o-75' L 12 10.7Zx// =113 /v7,Y 7$ , 7 X 12�2 3n . '3 x iz/3 - lb x 1 i/Z k C 7-,e s L,6-- (+ % fi •> -76 2 Mu SYsx zo-7 �- GSZx /0,3 t/dX 37-7/Z 4t03�/2 32Go2 to I %�j� 2 39 7/z, S x y, � Z. ® N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET SUITE 1620 206-624-7863 FAX: 206-624-8947 CONSULTING ENGINEERS SEATfLE, WA 981014W4 JOB NUMBER: PROJECT: V rAG BY: q /� DATE: G I "f SUBJECT: FO t l JIJG%Tj OAl k.,A LIL t'JLA 19 F- I LQ CHECKED BY: DATE: SHEET NUMBER: (�C Q J OF: /3ZX 2a-7�� G�6X /0,3 _ /GGBB -F /ox 22,7/ Z Z V k - N7 /' i ! / l,1 A- /- CD.) _z u 137 X Tp.Z -t 64x 194 f / 6 x /668$ C /3v7 7. L=-4 1 ------------ /Y N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-6247863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4004 JOB NUMBER: PROJECT: BY: G DATE: SUBJECT: �(� j p,4'� p ��N� CHECKED BY: DATE: \A S(,- 139 SHEET NUMBER:4Eq ,Q ZO OF: GaSc, ZJ 0,4DL ¢/- rim—B 2- t 7, 7 Li3'74 cis' . Z X 37yLX l9-$ _ +7ya.�' 374X7L/os 308 x�Q.-Go18 30-s x 19, S 5VS X 30, i /D X 7V,5'x _ -372..E - l/� GBQ X 2 = t 33376 I 37' �P-z13z M= 44�9d X _ zo. y e _ zr.q > 1-/4 — 2/3zx 25',q Z X z-1 3 Z- N 3 zil C 37 zs //• 30 Z Yz- �l3 34 �f' t - ® N.G. JACOBSON & ASSOCIATES, INC CONSULTING ENGINEERS 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 SEATTLE, WA 981014004 JOB NUMBER: PROJECT. (� BY: 46 DATE: SUBJECT: F%Li N DATlt2tj t,JA U, 2 LlE 110 CHECKED BY: DATE: yu,-to bb SHEET NUMBER: -7 OF: z 3 rox 2z , ��2 + 166d� + &sol xz7-•7%2 — 77 .x 2Z•7/; 35 32.2I C^ 2 Mu =015' x Zo X /0,3 t /uX 31,�5/2 /7 3r/ — 2Zg�4j 63� C /e+^Slot �r %3G77, �~ — z /4aw"._/— /W,, �— 13'zx 2,0,2 + /32 x 19,8 t' /a x 32.-L-/z f /64,9� + Oal /4, x 3z.22 45 GG �s S-4� all �x 0y►� �/s d, Co-1-c / I i -7 7'31 N/u foZ, • �D1.+ 1.4E ! ! _._L__ i 3 Z 4--o W - lG ® N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: J rA(f, BY: A DATE: SUBJECT: nU 1.)A4^n77 VjA !.L ,l �S (i1 Fk V- I I CHECKED BY: DATE: SHEET NUMBER: ea 4g OF: -e !G Jr� r N ' A- Lrrrq /Jrr.� c �s0 M = 7/30 1� b //�xlZ = 131r d= loo,- , ,� = 4 q T !'rUv, �!� j / 11 8" o. �, /s� Layer. I ' • - t�E- �� S // c 8" o�c. 2,� 7- Oki = L-7,9s xA ltl)`4'917 1, . I1 3/0 "— /' 7p VL 02 z It Y . 7& to 76,0 6 lti N.G. JACOBSON & ASSOCIATES, INC. 320PIKE STREET 20"24-7863 SUITE 1620 FAX: 20"24-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: q VA L BY: �4 L DATE: SUBJECT: ewIUDA-TliyN N!! LL ®1'11,4F (Lo CHECKED BY: DATE: u 1! (,&— f j? f, SHEET NUMBER: E V 4 OF: teeny /,A, �G G/ayc U1L a033 X /q x lyy ,aol� x� ¢8x/3: t /fix aX/2% 4S C 7i I ✓� �' j�¢19 .� a w. Q 1 H o,! { r p / / .Q t �. /� . b _ /fit" d= /�� r, v VCA ✓� = Z x b o1 = z r ,. %- r l 5% x / Y �/ - 2 5. � I G yG'cU i V&& 2 v I5'-QH 1u77 —�) S' x i9 x 3U x Z x �%oo X V = I U8f — ZS.r /o/Z le- j .c OoLrx VG.r L7 �•7ZNlM� � \ /. // /yt� N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SuiTE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATI-LE, WA 98101-ION JOB NUMBER: PROJECT: \1 M DATE: jalljll�-; BY. SUBJECT: rr0UIjt>&,,0r\jDa WAfLLB tq a tq r-- I La CHECKED BY: DATE: LAyse'- es SHEET NUMBER: OF: AV + AVA 3 qy/z 7 V )// + 0.8e ivy 7, 21�- V (a - 6 31 5r Gc x 1q5l plz 4191 If- -Z 33 Ic As /2 x 39 O. 7S p, 2 —)c,t � A cp) Mu 13Z 7. 1.11n^L C -e - c j�P ) l/ -5 -7 / as d- C5-ow -f A ; (21 13 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 ® SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4W4 JOB NUMBER: PROJECT:yKA L BY: DATE: SUBJECT. �� D/�� VJ A 1.L. U NIZ I La CHECKED BY: DATE: (.( SHEET NUMBER: % l OF: Mu — /cG9Z /,ram �/3,/f ). Tc/I /Art (/AtK- M K = II 3$ x 4--q 1/2 �I b = ►z d= 3z A-5 = o • 9 6 ' Z % /%'s V, 4 1.2 Z? p'�.�.._ N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 98101-WN JOB NUMBER: PROJECT: BY: L DATE: SUBJECT: I -Le CHECKED BY: DATE: v SHEET NUMBER: OF: = 7 9 -Z I /c. x -1 - - - - - - - - - - - - - - - 6-,-- /.3-- d t- � 6 " of C, 3c y u G, (;j D Le Z- 7zd 1'-A/ "Z, 12 P' CA- Zr- N.G. JACOBSON 8L ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEAT7LE, WA 981014004 JOB NUMBER: PROJECT: VrAe, BY. DATE: SUBJECT: R2 [A lk)i> 4n PIQ VJA kl� t-) ii e- CHECKED BY: DATE: LA rs g SHEET NUMBER: g OF: -7 ZZ F" Lc 70< z A 0 -Z I AV o' I C 0'- M a v o, i � /C 41- 0 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 200-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 �..... ' JOB NUMBER: PROJECT: Y Me, BY: DATE: SUBJECT: (A�(a4s1DN Ll_ (O� L'! N C 110 CHECKED BY: DATE: u Rls— g 9 SHEET NUMBER: OF: in z 30 ;n7, .4-- 7•/ J 5-CM � �z-• F C� D 411 c A �Il L�IZ �• L- G-C. L; „ (4 v- d e ,- GJD� II :z — ' N.G. JACOBSON RL ASSOCIATES, INC. T 3201 lKE STREET SUITE 162 FAQ. � � 06-624-8947 CONSULTING ENGINEERS SE.�TRE, WA 9 01-i�J l DATE: JOB NUMBER: `1 PROJECT V M �i Q.' SUBJECT.• L4T"Z�li Ur?�%� CHECKED BY: DATE: SHEET NUMBER: IT (J'F_/- UAf oTG 1�9 j t4Pj Ili I't VL � •-- -- -+' _.ter i 1 � � J �-% r �'• -- - �� I i n i lot i I I V-3? g v 1:Ito r�-- i 33 I � a to:s)( 10.0 Imo. lo•sdof IU fu4 6 6 � Feug S awliL Al Ko g . loz i v 14 WA` N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: IJ M BY: DATE: (411 SUBJECT. 1,oilt ls'mc 41y� CHECKED BY: DATE: SHEET NUMBER: OF: 1� 1, d= 3211 c v 46 VL4BPS C Info 19110 1A * /I- r N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 981014004 JOB NUMBER: PROJECT: VIO e, BY: DATE: SUBJECT: FVr4lV0-f7-fQAJ CHECKED BY: DATE: SHEET NUMBER: OF: t, /Alp f� ,g CP-5 L9 A/ .5HFW11- WAtl-3 ARX P49 444G gg c5,6E- CJ M P 1) 7 rj-9 oeu Al 'p* 14S4 = P470 Ic - p m Apj 4, 6 70 Z 2 t-4 Y' 39 7� 3375q 'A 3q 7 57 OX514AI 1-1r,)'-)AA)7 0s0-40 1W 776 AC -C /3,f sxo ov x )87339 > sc/4/Y7L.y 0 N' 44 V-# 7 1 VS N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.......... \-........................................................................................_...._.......... BY ................ ......... DATE :�..ft-....:. SUBJECT ........Si'...",...... ......... .............................................. CHKD. BY.......................DATE.................... ............................................... ......................................................................................................... SHEET NO.....EQ....ST4...................... c 6o FLeciZ S C( k , o `l x �o • ��j 2 = 1 -o o k-LF nJ'. - r: i�.lw� ��• way t o MA V R SIT�a-t� o �J Ic L'F � 5 0�� _ /� 7.3 x �/ _ //•. $ ham/ ,�� • /_)l -r �x2ec . /S = 3 , C� k fu1...l6�t#F'G , E ;t- ,e.o r-1 � z Tv 3 - In P� _ /S x 3•iot (/B f 7 2. way, E r'j GT �� S wAI FT C� . �• I— = I I x 4-Z Y S"14- t 6-$0 t Z>, 41x/Tx /car•IS'+lox z-,x j x Y7 r S X I.I� x, �r�v•j 2-3o k Z4-s Z 6 _ 2.yS2- A,r ft ] 7ix 3 L - �o 'e JJJ D-tL tSElSMrL �P = 2�3a -f 3 �� = Soy K e _ _ I2. o'�—' 6 3 c) 4 12 l "S' / 2 Co NSF V L L J U SF 4� N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOBNO. ' PROJECT......... ........................................................................................................... BY .............. \........... DATE I.-q.-.1.:. SUBJECT.......5'ricA1Z....\J.!?sl.- ......F .r.0.......... �t...2................................. CHKD. BY.......................DATE.................... ' •`� L t i F s61& 57/3 ........ .............................................................................................................................................. SHEET NO................. ...................... _ -14+ l,\lx•�� 1 — Lit �3 C )Z= Zo . !c VF 2_0 . A-t /e-- (tea✓F- -7 'L4 q ° ` -( % -1 ,c 1 0 -3 x -7 L k 20 q _ 3 L i 1 MA _-jo.rZ — y _ 2G•cFx �S ti"� _ —/S3o Ic $oTT � L _ �o.coti /��.L � `i 43 k' Top -7 (o Jsxz-(.o tZo.y </3,;jz _ 4Z•8 xZ4 Sl _ So,zX2`Q.SX •}-ZS!�7j=198�3 2 Z- M 'L,. o t za .y k J�.; tj - z6473 I 2 M L = S S • 2 ,c /S,c -2- t Zo . y X 13 . r Z- — 4 L. 8 X �� _moo . L x 27B . S k � 4 I A/1LZ = S�, 2 u�r>- ZI-o f zo•cf Z.6..�XJrA - -29Z" K i i z l0. IS x3l t Zo.clx t3•i'x tte.-) o/L _ z14•1 x 13'gZSlo73 = I(173 0 IS' ,c 7 1 y -ao . 9 , 12 ic' x I t. .-),C + 3, S- I. jL - 2,4 1 � 3 B . i �t G $ 3 x 313 . � r� ` + Z S 47 3 = 2$ 2 2 N. G.JACOBSON &ASSOCIATES, INC. 414 Skinner Building@ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.... .............................................................................................................. BY................. .......... DATE ..z,- .............. ................... . ....... ? ........... .......... SUBJECT.....�� .. L� ..... VA*�, ................ ........... CHKD..BY ....................... DATE ..................... ............................................. .. . ......................................... .......................................................... SHEET NO.Z(a ..... 58 ........................... L 01 L/ 3. 5- 1 Z-o' 113-S-j lSI l LJY- L-)Z- x 03 Y- 1,- 3 cy ^L- t 21 3 �e s— M 3 5-13 Y L ax Y, L4 -7-1 _7 _I 0 LT L 2_ A 7z- 1 -7 -7 T - p 2- 4v 2- S- 'Z- 1 3•T L/ ?-' li, k 4 Z.� 73 4 2-,, -r- 2-1 -f- 3 6 41X Z-Y.k2- w 13. 4,12- 44, '2 6 r X Z --' > 3 1 2- L Z5 0 Cr- r-t I t-A e- /,)Tt Goa p pa 4 A/ A 3 3 Veit, ?,0714 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 200-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: A& C., BY. DATE: SUBJECT: w"ll CHECKED BY: DATE: SHEET NUMBER: OF: -T 4!- -4- Jo-1 —z— 13' As 57 < e6 k- 13077 ,P/-Crv-7 -Z),- m / "- AS 3�o 10 ,b = )" o/ ,3 14 " - LA 4 4 A,S = 61 / -, 1z, e Est ZG 14- -jo-I.. �- A4 rd )p _7 0 7 / 6 /0,— 9v 61 14 7 6 Cr N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. %.. PROJECT ............... ,l..l�.L.................................................-. SUBJECT...........5{ 4GL�!2....� �'� �� `� Z................................... CHKD. BY.......................DATE................... ............ ........ .............................5...!Z....................................................................................... SHEET NO..................Z3..&'P.............. = M�4x, 5r�£4�PS 1�Z K��-r�3.sX3L—(\4Z•/�-4�ZK3'8.� _ �1-t-� �` � % otL �3ZpIL M om, s a�2�= ��x�r� 3rxi3.1-_ I,+ = 9 4/r i — 1—k /.3-,— — S 8.Z-xij *2-0.4k13'f-- ( 42.1 Lg -Ic :< 1 L � I�-+ � •4 S vp g - •Yr (114 T. 5141 1 S S U• k /d i N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206,-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: V mG BY: DATE: SUBJECT: CHECKED BY: DATE: SHEET NUMBER: OF: f - - Iq c X P32- 1S77 J4-);, S > vv = / L/?-7 � /577 �� r :)4 L/ -17 A 41 -07 4 1.73 I �. � q,.X/, z_z /� - 19s it Z) �c .r 0 30 3 0, 107) vj = vQ / Sr. 1' 1elp: N.G. jAcoBsoN & AssociATFs, LNc. 520 nKE STREET 200-624-7863 Fm li�l SuiTE 1620 FAX: 206-624-8947 • CONSULTING EN'GINEERSV SEATn-E, WA 981014004 JOB NUMBER: PROJECT: BY.. DATE: IZ' SUBJECT: CHECKED BY: DATE: SHEET NUMBER: OF: Gv .lames 4 - r-- 1 720 vpi (,*Cr) k NF#oD-f Y 7— � Y is i A" 4 -2--& /7SO Ly -x 9"r I qx) 6 r --r Ao I 11-6 7 0 � V 5 -e- A- 7 &— ? )— C7—yP;e- c I-P ) ®I N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATME, WA 981014004 JOB NUMBER: PROJECT: \)Me— By A—c— DATE: 6 An 7 SUBJECT: a C-A W+14- S CHECKED BY: DATE: P-4 3 SHEET NUMBER: gj? OF: ice v, 6,q,-7> Spa b :�7- /(, 11 11 -70-0 —70, a V. 60 r 4.73 VfA L A- -rR-lz- lw 711 P12tF -rl LOAD 31,� )C:-/ \,— (A) CAI LI�A C' I V7 /11 4.7 3 %5 t2- L N.G. J A COSS ON & ASSOCIATES, INC. 414 Skinner Building a Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.......V&........................................................ ................................... ................. BY................ ........... DATE 7." � (--' . SUBJECT ....... 1�-.J.�1..'.:..f�...... T.Ui=..��........Z.._....�po................... CHKD. BY.....f........ DATE....�1..:.. 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PROJECT.......... �JA\ L-........................................................................................_................ BY .......... !'":>................ DATE.=.:ICo: ` SUBJECT.............:!!� �.........D......... . F:................... CHKD. BY....% fr........DATE....�'�1..�.%.. I. ..........................................-... ✓...�-............................................................ SHEET NO.................................. � ..... �-oA\ lk H 2 4� ✓: i r.) , 1�7 rJ F . M A i � N tL—( Enr Cq,L • 1•Ya�J � '3 00 �L , Dc = CPt 4 k 3 0LO t3(\.a4� = 4./7'' �j% xrAj C \ JJ boon _ [t �.01> t�(D1)20 D 3.�x14 Toro ,In 3 = zs y k q-�: LA TL ✓L5 2 I /I I T 7 G = Z 4 Lt 11 jD 2-3 S'h��2 72A�cFE� 70 i= = SoZx2�Sg = /33ZK tO?-Sla"j - o = D �I91 322- �L� - A� x (oo I USE c Czz1�133i)x r y = A c.c> x. 133�- _ 5�.3 �.(��c.�T� = Z 4o�e � ZsB�IZ- +� 5 _ ZI $G <\ / ki•4- 3�z I` • le 8 ` = 14 3 8 fkc� 11_Si 143$ {I 16- L$� 2 = I c51� t.1.G. USA i�1n. R-�I�f- �1��F•'f ) � Z� °� G N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding. Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 '`.. JOB NO. t., PROJECT ................ A.L .BY.................L7 .......DATE. .-�. �:.. ................................................................................ - SUBJECT .............. ......... ......... ............. CHKD. BY..�- .....DATE.�.�.:. ........................................................................................................................................................ SHEET .......................... �G I� 2 a x 2- = 3 9 I J?�v r �JG7t�Gfy1� i;Kli Z /� = 0• (o l76� /dP %�,i +r' it,. 1�C� f.L. .2f1 k(, 4 = pvP k (no e-. ✓/ — b � 3 � nL'�S'l- 2 = -Z7 1� 27 �l Lt = A ,� x coo ro w- Go �s� u 7U s L-,Ca Z f= s S z err ass x1.4 _ 6y4 DvL 1y0 IGps /. u y -2 7= 4e 6 k- 4�1 II-il '7o ��I Z I+ ZS Z%Vo -Z Zs- LIr,. 0xCo0 Zc/ t /7— A cl it-Zl 144u I+ 3G/Go 2 � + .f� Zt♦ � 1 i I� �fJ j t IC = S 3� l 14 Lf I` �j0 6��0 !3 fJ-S t; 24 --j-- 31 �I+ 3G/Go 1 31 % 11- 3�/�0 )l Lv k Coo xfZ:S,_ t JJ • 18 /z- Z�! � /z err 376--fS$3 l4lY (� 976 laps �G� CSi�+✓2 �S reAJ�/�e✓I � 7l1+ Gs�c� or •-.�sul� /,�L�✓non!% Sr+eA2 ��-o--r 3ru�. <c.2 . N.G. JACOBSON & AssociATEs, INC. 520 PIKE STREET 200-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEAT -ME, WA 981014004 JOB NUMBER: PROJECT: BY: DATE: SUBJECT: CHECKED BY DATE: SHEET NUMBER: 7 OF: All 3 /oz -T — f-47 Y/ Iz 2 7' A; = 2$ p4ov-lp� 16 -4 7 ," 6Aazp 4r wq,& � (.93 7 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT........ ✓ .. C�............................................................................................._................ BY............_ 4 �-..._.......... DATE . 2.' 17:... . SUBJECT.......�!I ..... ✓ LUc...... �.°�........ (��...1.a............................................. CHKD. BY......0,L......._DATE....��.�1.��<- .............................................. ......................................................................................................... SHEET NO.... E,Q.... ............................ I/- 8�l K '�L = rv" - I� 4 ' 60 _ /ZofL mo \ Z_ 7� / /2 X 588 x ( 7i t% yova t 40 3 x GO aro> V/o so V,ir #.S 0— 1s c --G—e - /o XCS3�1z� l � {fauEv�3t : _ �w►ti� oL Z4 _ . q ii.1 X 14 3 K .fb x -'T Zs) _ ¢7 ! ? v U s E �,* 7 --� 6 60'� J N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.._..✓A\.L................................................................................................................ BY ............. �n�.............. DATE. SUBJECT..... A�...> / 1.-1 ........F: !.G.............. �f.�.............................. CHKD. BY.-.A�...... DATE..�Z//, .'L. ........................................................................................................................................................ SHEET NO..... E ....... G 9...................... -oI x /O k (o = S . 4 kL,r z.3 - LL �3x DL v V _ � r �L -3 _ s 7i Pik 1 ..�., u k L T'7 D t- t•C l " S E l( / — e74— o N. G. JACOSSON & ASSOCIATES, INC. 414 Skinner Budding ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 • JOB NO. PROJECT.............. . .................................................. BY ................ 11\......... OAT E.2".k. SUBJECT .................. .......E—L.(o.........Q—.A (I . .... CHKD. BY.......,1.?-r _.._.DATE ..... . ! ........................................................................................................................................................ SHEET NO........ ©....7�...................... (vL _ — / Z /3•-1 x Q— L .s , /o.le$1f— t. �z_ T /2 q2- -7 11 ►57 0,� J� s ✓C- _ • 6S K (6,- /3. g Ic--T� N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. tPROJECT ...... ............................................................................................................... BY ................. 6L........... DATE z-17 `z SUBJECT....... i fJ .'. �.-:............................................................................................... CHKD. BY...... .......DATE ..._..... 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BY..... �r........DATE .......... .�.' ....................................................................................................................................................... SHEET NO...........�....... �.2.....:.............. L'JEST -7Y c/Zo� 2C•c.� ,/31 'o3C 4.Z4 3•03` 1 881 .q 1-z k 5/:--pw/L7/0n/ 1 s C-tVS/.=-7/ d/B Bq s/✓J� 0//i U 12, G _ A41) /s eXA v e-al;) Ay T om. U¢%FAG t.:_. Lo 4D /t-/Z a (zP,9 0,GR-0 /w ' ,gLSo GvMr,1N#-o p411FT SF J7 N1iD q-- 2i - a c 0 1H"aROKIS kFli�-P igirtE SE PA- 9,+'rl0AJ A S S /4-a v✓/l ,. . I Ka Jacobson&Associates,I-C- 5H7 u0 12 VALLEY MEDICAL CENTER PHASE 11 SCHEMATIC Consulting Engineers �� RENTON WASHINGTON z°aez•-gem N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 1 JOB NO. / PROJECT............ /........................................................................................................... BY........... ............... DATE .3-..1 :�: -" . SUBJECT............ ........................................................................ CHKD. BY. ...................... DATE .................... ........................ ........................................................................................................................................................ SHEET NO. .............. F .......... oc ,J S rli N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. �:.:..: PROJECT............/�\C......................................................................................................... By .................................... ?. SUBJECT.............E...l.:... \/A.!- 1................................................................................... CHKD. BY........................DATE.................... ............................................................................................. SHEET NO..............C3..7 SA- _....._...._ ....................... EQ ijt✓AI,E't-l-j SSF i• { is sO = (I Z PLF\4% 0.5 I•a YsP NA = I•Z$ x 11.L4 I` _-7.3 X S'I _ /S.' K As .gam Sr q>.(2— �S��tS�Co�°lc S • 3-I xis _ .i 7 ��z a-_ /7K6- = .IL+ A 41,1 �sr-vL- L 4 Minl. S-r� = g��zX. r-- - •24t ,off r6/r y�.00 2- 1 = •fig /��'7C �z M k- i L H JER-• N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. PROJECT ........................V^�.. ..— BY ................... DATE .4( �.'.?.. SUBJECT....................... J!a.7E........WP...L.:S.........------ .....!............................................. CHKD. BY.......----............DATE.................... ........................................................................................................................................................ SHEET NO............ ................. 96)EM%L sz�lf L w� = 8-'-' �c-� i L Z ?IhSfj �s7zX /`k (. z e �f 4 USA # s C-D ic- . ......... . ...... -- ---- .......... ------- ........ N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: BY DATE: SUBJECT: CA 9£2}L L) 5C, CHECKED BY: DATE: F D, A4 SHEET NUMBER: 9L 7 -7 OF: T.) UZ k1j. 7 7� 0,0 (/17 Yy o o SOL Z7-rc 40-d P-Al I 7;rV-,F WF11--Z00-40 'Dr L 44. C U L4 = z 4 c, Ae- [.Z— 4- I Soz 6-se- .= /,970 / Ae sr le = 5,cic 4 6,V4- r4 7(.- -D e 7 6. hpi -73 A 67 00 N.G. jAcoBsoN & ASSOCIATES, INc. 320 PIKE STREET 206-624-7863 SUITE 1620 FAX: 20"24-8947 CONSULTING ENGINEERS SEArTLE, WA 981014W4 JOB NUMBER: PROJECT: BY. r DATE: SUBJECT: CHECKED BY DATE: SHEET NUMBER: �JBOF: o (\1� /Y -oil 2 -7 6, -5 S a -7 _E /, c_ Tzw 0 x LT�' > 19ao C. p I-VIA-5 /Vt T 141-, rz S +$6 sAAr-+Q_ ' 7-S37 7;r 4,,t. Pe PsaleW LIAr l966- vn/ c 0& N.G. JACOBSON & ASSOCIATES, INc. 520 PIKE STREET 206-624-7863 ® SUITE 1620 FAX: 2&624-8947 CONSULTING ENGINEERS SEATIIE, WA 98101-4004 JOB NUMBER: PROJECT: C BY: DATE: SUBJECT: LhTLQ--.L k-)mc - of CHECKED BY: DATE: SHEET NUMBER: 51� %9 OF: �ti2i a� WkLL f-c c4w2 0 l-7 Z'7 1 via zi moo Z� �700 (iZGoo tz)q 00 V., S a o I q300 F tc. 44 8 4Za 3s7 28i Zt`1 14s 2.4 114 Meer= 1 In " Lw-s�-4k r'� 9"` ±193K (ea -/ . ... . ..... ------ N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 Suni 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATnE, WA 981014004 JOB NUMBER: PROJECT: BY: DATE: c vc�-, SUBJECT: Sr +c- L- f CHECKED BY: DATE: r�z 4- ;T SHEET UMBER: � 62 00 OF: 5 g/ s 14 / c- /ci7..e- c IF- t 7e loll V 2- "1 1 1 aq (i + " -. -I, iI' \ � 7 �' IL I N 6 975 +zo4' t 1;n, 4703 'L ".4, -- d- c. A- A M I C R 0 S A F E --- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 3.0 6/15/1990 16:42:04 aut data file : SEISMIC.INP ut data file : SEISMIC.OUT SIZE OF THE STRUCTURE Number of nodes 32 Number of materials 1 Number of beams 0 Number of beam end releases 0 Number of plates 21 Number of fasteners 0 Number of primary loadcases 2 Number of superposition loadcases 0 Number of restrained degrees of freedom 18 NODE COORDINATES Node Coordinate X Coordinate Y 2 216.00000 .00000 3 432.00000 .00000 4 648.00000 .00000 5 864.00000 .00000 6 1080.00000 .00000 7 1296.00000 .00000 ,-__2 216.00000 126.00000 23 432.00000 126.00000 24 648.00000 126.00000 25 864.00000 126.00000 26 1080.00000 126.00000 27 1296.00000 126.00000 33 432.00000 252.00000 34 648.00000 252.00000 35 864.00000 252.00000 36 1080.00000 252.00000 37 1296.00000 252.00000 43 432.00000 378.00000 44 648.00000 378.00000 45 864.00000 378.00000 46 1080.00000 378.00000 47 1296.00000 378.00000 53 432.00000 504.00000 54 648.00000 504.00000 55 864.00000 504.00000 56 1080.00000 504.00000 57 1296.00000 504.00000 63 432.00000 630.00000 64 648.00000 630.00000 65 864.00000 630.00000 66 1080.00000 630.00000 7 1296.00000 630.00000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 3600. .330000 .000 PLATE DATA Plate I J K L Thickness Material 2 2 3 23 22 12.00000 1 3 3 4 24 23 14.00000 1 4 4 5 25 24 14.00000 1 5 5 6 26 25 14.00000 1 6 6 7 27 26 14.00000 1 23 23 24 34 33 14.00000 1 24 24 25 35 34 14.00000 1 25 25 26 36 35 14.00000 1 26 26 27 37 36 14.00000 1 33 33 34 44 43 14.00000 1 34 34 35 45 44 14.00000 1 35 35 36 46 45 14.00000 1 36 36 37 47 46 14.00000 1 43 43 44 54 53 14.00000 1 44 44 45 55 54 14.00000 1 45 45 46 56 55 14.00000 1 46 46 47 57 56 14.00000 1 53 53 54 64 63 14.00000 1 55 55 56 66 65 14.00000 1 56 56 57 67 66 14.00000 1 4 54 55 65 64 14.00000 1 PRIMARY LOADCASES Loadcase name WALL D - SEISMIC S (KIPS, INCHES) Loadcase number 1 Number of loaded nodes 6 Number of loaded beams 0 Number of loaded plates 0 Gravity loads factor .00000 NODE LOADS Node PX PY MZ 22 24.00 .00 .00 33 143.00 .00 .00 43 214.00 .00 .00 53 285.00 .00 .00 63 1233.00 193.00 .00 67 .00-193.00 .00 Loadcase name WALL D - SEISMIC N (KIPS, INCHES) adcase number 2 )er of loaded nodes 6 .nber of loaded beams 0 Number of loaded plates 0 Gravity loads factor .00000 NODE LOADS de PX PY MZ -24.00 .00 .00 33 -143.00 .00 .00 43 -214.00 .00 .00 53 -285.00 .00 .00 63 -1233.00 -193.00 .00 67 .00 193.00 .00 MOVEMENT RESTRAINTS Node Type of restraint Displacement 2 Translation along X axis .00000 2 Translation along Y axis .00000 2 Rotation about Z axis .00000 3 Translation along X axis .00000 3 Translation along Y axis .00000 3 Rotation about Z axis .00000 4 Translation along X axis .00000 4 Translation along Y axis .00000 4 Rotation about Z axis .00000 5 Translation along X axis .00000 5 Translation along Y axis .00000 5 Rotation about Z axis .00000 6 Translation along X axis .00000 6 Translation along Y axis .00000 .. 6 Rotation about Z axis .00000 7 Translation along X axis .00000 7 Translation along Y axis .00000 7 Rotation about Z axis .00000 IGNORABLE DEGREES OF FREEDOM 22.3 23.3 24.3 25.3 26.3 27.3 33.3 34.3 35.3 36.3 37.3 43.3 44.3 45.3 46.3 47.3 53.3 54.3 55.3 56.3 57.3 63.3 64.3 65.3 66.3 67.3 SOLUTION SUMMARY Number of degrees of freedom : 96 (96 in RAM and 0 on disk) Bandwidth : 24 Number of loadcases 2 ----------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------- RESULTS FOR LOADCASE 1 : WALL D - SEISMIC S (KIPS, INCHES) ----------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------- 'DE DISPLACEMENTS .6de U V Omega 2 .000000 .000000 .000000 3 .000000 .000000 .000000 4 .000000 .000000 .000000 5 .000000 .000000 .000000 6 .000000 .000000 .000000 7 .000000 .000000 .000000 '. .003149 -.003328 .000000 23 .011458 .014633 .000000 24 .012386 .004702 .000000 25 .014344 -.002395 .000000 26 .015127 -.006232 .000000 27 .020181 -.019521 .000000 33 .043364 .040102 .000000 34 .034570 .007435 .000000 35 .035033 -.004881 .000000 36 .035686 -.013007 .000000 37 .039333 -.032838 .000000 43 .076839 .060961 .000000 44 .065434 .010562 .000000 45 .060555 -.007085 .000000 46 .057380 -.017891 .000000 47 .058661 -.041502 .000000 53 .120252 .080125 .000000 54 .102586 .011641 .000000 55 .086207 -.006852 .000000 56 .077531 -.019914 .000000 57 .076976 -.047413 .000000 63 .207617 .100079 .000000 64 .136196 .016225 .000000 65 .102807 -.004100 .000000 66 .094033 -.019390 .000000 S7 .095952 -.053260 .000000 PLATE CORNER FORCES Plate I J K L FX1 FY1 FX2 FY2 FX3 FY3 FX4 FY4 2 2 3 23 22 -232. -204. -117. -333. 325. 536. 24. 0. 3 3 4 24 23 -238. -666. -55. -280. 251. 451. 43. 495. 4 4 5 25 24 -198. -249. -169. 119. 223. 95. 144. 35. 5 5 6 26 25 -182. 35. -260. 376. 192. -118. 250. -293. 6 6 7 27 26 -112. 327. -335. 875. 178. -614. 269. -588. 23 23 24 34 33 -368. -1031. -107. -263. 241. 540. 234. 754. 24 24 25 35 34 -287. -223. -225. 189. 268. 110. 245. -76. 25 25 26 36 35 -248. 9. -309. 426. 246. -102. 310. -334. 26 26 27 37 36 -153. 279. -178. 614. 134. -420. 197. -472. 33 33 34 44 43 -91. -754. -167. -220. 57. 371. 201. 603. 34 34 35 45 44 -319. -244. -313. 240. 249. 128. 383. -125. 35 35 36 46 45 -265. -17. -323. 384. 215. -41. 373. -326. 36 36 37 47 46 -120. 190. -134. 420. 89. -272. 165. -339. 43 43 44 54 53 13. -603. -195. -107. -95. 213. 277. 497. 44 44 45 55 54 -245. -139. -433. 274. 94. 121. 583. -256. 45 45 46 56 55 -189. -77. -329. 274. 117. 28. 401. -225. 46 46 47 57 56 -51. 106. -89. 272. 27. -190. 113. -188. 53 53 54 64 63 8. -497. -529. 139. -711. 165. 1233. 193. 54 54 55 65 64 41. -96. -489. 205. -264. 56. 711. -165. 5 55 56 66 65 -7. -101. -262. 105. 5. 52. 264. -56. 26 56 57 67 66 32. 55. -27. 190. 0. -193. -5. -52. PLATE LOAD INTENSITIES AND STRESSES . EQ 85 Plate I J K L PIX PIY TXY SX SY TAU SMAX SMIN TMAX Angle ? 2 3 23 22 2. 2. 2. 0. 0. 0. 0. 0. 0. 52. 3 3 4 24 23 2. 4. 1. 0. 0. 0. 0. 0. 0. 68. 4 4 5 25 24 0. 1. 2. 0. 0. 0. 0. 0. 0. 46. 5 5 6 26 25 -1. -2. 2. 0. 0. 0. 0. 0. 0. 36. 6 6 7 27 26 -1. -6. 2. 0. 0. 0. 0. 0. 0. 22. 23 23 24 34 33 1. 6. 2. 0. 0. 0. 0. 0. 0. 69. 24 24 25 35 34 0. 0. 2. 0. 0. 0. 0. 0. 0. 44. 25 25 26 36 35 0. -2. 3. 0. 0. 0. 0. 0. 0. 37. 26 26 27 37 36 0. -4. 2. 0. 0. 0. 0. 0. 0. 20. 33 33 34 44 43 -1. 5. 1. 0. 0. 0. 0. 0. 0. 78. 34 34 35 45 44 -1. 0. 3. 0. 0. 0. 0. 0. 0. 48. 35 35 36 46 45 -1. -2. 3. 0. 0. 0. 0. 0. 0. 41. 36 36 37 47 46 0. -3. 1. 0. 0. 0. 0. 0. 0. 22. 43 44 54 53 -2. 3. 1. 0. 0. 0. 0. 0. 0. 82. 44 44 45 55 54 -3. -1. 3. 0. 0. 0. 0. 0. 0. 54. 45 45 46 56 55 -2. -1. 2. 0. 0. 0. - 0. 0. 0. 50. 46 46 47 57 56 0. -2. 1. 0. 0. 0. 0. 0. 0. 23. 53 53 54 64 63 -10. 2. 2. -1. 0. 0. 0. -1. 0. 79. 54 54 55 65 64 -6. -1. 2. 0. 0. 0. 0. 0. 0. 71. 55 55 56 66 65 -2. 0. 1. 0. 0. 0. 0. 0. 0. 65. 56 56 57 67 66 0. -1. 0. 0. 0. 0. 0. 0. 0. -2. PLATE STRESSES AT NODE POINTS Node Coordinate X Coordinate Y SX SY TAU SMAX SMIN TMAX Angle 2 216.00000 .00000 0. 0. 0. 0. 0. 0. 35. 3 432.00000 .00000 0. 0. 0. 0. 0. 0. 71. 4 648.00000 .00000 0. 0. 0. 0. 0. 0. 57. 5 864.00000 .00000 0. 0. 0. 0. 0. 0. 39. 6 1080.00000 .00000 0. 0. 0. 0. 0. 0. 33. 7 1296.00000 .00000 0. -1. 0. 0. -1. 0. 18. 22 216.00000 126.00000 0. 0. 0. 0. 0. 0. 26. 23 432.00000 126.00000 0. 1. 0. 1. 0. 0. 71. ...... _ '_ ✓ ,.a` r. . ..-.. �`:.. .s . ..� � r.. _. ., _f .. v. .. r ...._ .4 f. .' -. '.- ... - � _ .. .-v T,'S•F�<:'„''�. i-t , iY.1`.Tn' E 4 SCv 24 648.00000 126.00000 0. 0. 0. 0. 0. 0. 51. 25 864.00000 126.00000 0. 0. 0. 0. 0. 0. 39. 26 1080.00000 126.00000 0. 0. 0. 0. 0. 0. 30. 27 1296.00000 126.00000 0. 0. 0. 0. 0. 0. 16. 432.00000 252.00000 0. 1. 0. 1. 0. 0. 78. 34 648.00000 252.00000 0. 0. 0. 0. 0. 0. 55. 35 864.00000 252.00000 0. 0. 0. 0. 0. 0. 41. 36 1080.00000 252.00000 0. 0. 0. 0. 0. 0. 31. 37 1296.00000 252.00000 0. 0. 0. 0. 0. 0. 17. 43 432.00000 378.00000 0. 0. 0. 0. 0. 0. 82. 44 648.00000 378.00000 0. 0. 0. 0. 0. 0. 58. 45 864.00000 378.00000 0. 0. 0. 0. 0. 0. 47. 46 1080.00000 378.00000 0. 0. 0. 0. 0. 0. 38. 47 1296.00000 378.00000 0. 0. 0. 0. 0. 0. 17. 53 432.00000 504.00000 0. 0. 0. 0. 0. 0. 76. 54 648.00000 504.00000 0. 0. 0. 0. 0. 0. 68. 55 864.00000 504.00000 0. 0. 0. 0. 0. 0. 61. 56 1080.00000 504.00000 0. 0. 0. 0. 0. 0. 53. 57 1296.00000 504.00000 0. 0. 0. 0. 0. 0. 10. 63 432.00000 630.00000 -1. 0. 0. 0. -1. 1. 78. 64 648.00000 630.00000 -1. 0. 0. 0. -1. 0. 81. 65 864.00000 630.00000 0. 0. 0. 0. 0. 0. 74. 66 1080.00000 630.00000 0. 0. 0. 0. 0. 0. 62. 67 1296.00000 630.00000 0. 0. 0. 0. 0. 0. 1. NODE INTERNAL FORCES AND REACTIONS ' nde 2 3 4 5 6 7 22 23 24 25 26 27 33 34 35 36 37 43 44 45 46 47 53 54 55 5 J7 63 64 65 Coordinate X Coordinate Y FX FY NZ 216.00000 .00000 -232. Reaction -204. Reaction 0. Reaction 432.00000 .00000 -356. Reaction -998. Reaction 0. Reaction 648.00000 .00000 -252. Reaction -529. Reaction 0. Reaction 864.00000 .00000 -352. Reaction 154. Reaction 0. Reaction 1080.00000 .00000 -372. Reaction 703. Reaction 0. Reaction 1296.00000 .00000 -335. Reaction 875. Reaction 0. Reaction 216.00000 126.00000 0. 0. 0. 432.00000 126.00000 0. 0. 0. 648.00000 126.00000 0. 0. 0. 864.00000 126.00000 0. 0. 0. 1080.00000 126.00000 0. 0. 0. 1296.00000 126.00000 0. 0. 0. 432.00000 252.00000 0. 0. 0. 648.00000 252.00000 0. 0. 0. 864.00000 252.00000 0. 0. 0. 1080.00000 252.00000 0. 0. 0. 1296.00000 252.00000 0. 0. 0. 432.00000 378.00000 0. 0. 0. 648.00000 378.00000 0. 0. 0. 864.00000 378.00000 0. 0. 0. 1080.00000 378.00000 0. 0. 0. 1296.00000 378.00000 0. 0. 0. 432.00000 504.00000 0. 0. 0. 648.00000 504.00000 0. 0. 0. 864.00000 504.00000 0. 0. 0. 1080.00000 504.00000 0. 0. 0. 1296.00000 504.00000 0. 0. 0. 432.00000 630.00000 0. 0. 0. 648.00000 630.00000 0. 0. 0. 864.00000 630.00000 0. 0. 0. E Q 97 66 1080.00000 630.00000 0. 0. 0. 67 1296.00000 630.00000 0. 0. 0. RtSULTS FOR LOADCASE 2 : WALL D - SEISMIC N (KIPS, INCHES) NODE DISPLACEMENTS Node U V Omega 2 .000000 .000000 .000000 3 .000000 .000000 .000000 4 .000000 .000000 .000000 5 .000000 .000000 .000000 6 .000000 .000000 .000000 7 .000000 .000000 .000000 22 -.003149 .003328 .000000 23 -.011458 -.014633 .000000 24 -.012386 -.004702 .000000 25 -.014344 .002395 .000000 26 -.015127 .006232 .000000 27 -.020181 .019521 .000000 33 -.043364 -.040102 .000000 34 -.034570 -.007435 .000000 35 -.035033 .004881 .000000 36 -.035686 .013007 .000000 ;7 -.039333 .032838 .000000 3 -.076839 -.060961 .000000 44 -.065434 -.010562 .000000 45 -.060555 .007085 .000000 46 -.057380 .017891 .000000 47 -.058661 .041502 .000000 53 -.120252 -.080125 .000000 54 -.102586 -.011641 .000000 55 -.086207 .006852 .000000 56 -.077531 .019914 .000000 57 -.076976 .047413 .000000 63 -.207617 -.100079 .000000 64 -.136196 -.016225 .000000 65 -.102807 .004100 .000000 66 -.094033 .019390 .000000 67 -.095952 .053260 .000000 PLATE CORNER FORCES Plate I J K L FX1 FY1 FX2 FY2 FX3 FY3 FX4 FY4 2 2 3 23 22 232. 204. 117. 333. -325. -536. -24. 0. 3 3 4 24 23 238. 666. 55. 280. -251. -451. -43. -495. 4 4 5 25 24 198. 249. 169. -119. -223. -95. -144. -35. 5 5 6 26 25 182. -35. 260. -376. -192. 118. -250. 293. 5 6 7 27 26 112. -327. 335. -875. -178. 614. -269. 588. --z3 23 24 34 33 368. 1031. 107. 263. -241. -540. -234. -754. 24 24 25 35 34 287. 223. 225. -189. -268. -110. -245. 76. 25 25 26 36 35 248. -9. 309. -426. -246. 102. -310. 334. 26 26 27 37 36 153. -279. 178. -614. -134. 420. -197. 472. s 33 33 34 44 43 91. 754. 167. 220. -57. -371. -201. -603. 34 34 35 45 44 319. 244. 313. -240. -249. -128. -383. 125. 35 35 36 46 45 265. 17. 323. -384. -215. 41. -373. 326. 36 36 37 47 46 120. -190. 134. -420. -89. 272. -165. 339. T 43 44 54 53 -13. 603. 195. 107. 95. -213. -277. -497. ,...44 44 45 55 54 245. 139. 433. -274. -94. -121. -583. 256. 45 45 46 56 55 189. 77. 329. -274. -117. -28. -401. 225. 46 46 47 57 56 51. -106. 89. -272. -27. 190. -113. 188. 53 53 54 64 63 -8. 497. 529. -139. 711. -165. -1233. -193. 54 54 55 65 64 -41. 96. 489. -205. 264. -56. -711. 165. 55 55 56 66 65 7. 101. 262. -105. -5. -52. -264. 56. 56 56 57 67 66 -32. -55. 27. -190. 0. 193. 5. 52. PLATE LOAD INTENSITIES AND STRESSES Plate I J K L PIX Ply TXY SX SY TAU SMAX SMIN TMAX Angle 2 2 3 23 22 -2. -2. -2. 0. 0. 0. 0. 0. 0. -38. 3 3 4 24 23 -2. -4. -1. 0. 0. 0. 0. 0. 0. -22. 4 4 5 25 24 0. -1. -2. 0. 0. 0. 0. 0. 0. -44. 5 5 6 26 25 1. 2. -2. 0. 0. 0. 0. 0. 0. -54. 6 6 7 27 26 1. 6. -2. 0. 0. 0. 0. 0. 0. -68. 7.3 23 24 34 33 -1. -6. -2. 0. 0. 0. 0. 0. 0. -21. 24 24 25 35 34 0. 0. -2. 0. 0. 0. 0. 0. 0. -46. 25 25 26 36 35 0. 2. -3. 0. 0. 0. 0. 0. 0. -53. 26 26 27 37 36 0. 4. -2. 0. 0. 0. 0. 0. 0. -70. 33 33 34 44 43 1. -5. -1. 0. 0. 0. 0. 0. 0. -12. 34 34 35 45 44 1. 0. -3. 0. 0. 0. 0. 0. 0. -42. 35 35 36 46 45 1. 2. -3. 0. 0. 0. 0. 0. 0. -49. 36 36 37 47 46 0. 3. -1. 0. 0. 0. 0. 0. 0. -68. 43 43 44 54 53 2. -3. -1. 0. 0. 0. 0. 0. 0. -8. 44 44 45 55 54 3. 1. -3. 0. 0. 0. 0. 0. 0. -36. 45 45 46 56 55 2. 1. -2. 0. 0. 0. 0. 0. 0. -40. 46 46 47 57 56 0. 2. -1. 0. 0. 0. 0. 0. 0. -67. 53 53 54 64 63 10. -2. -2. 1. 0. 0. 1. 0. 0. -11. 54 55 65 64 6. 1. -2. 0. 0. 0. 0. 0. 0. -19. 55 55 56 66 65 2. 0. -1. 0. 0. 0. 0. 0. 0. -25. 56 56 57 67 66 0. 1. 0. 0. 0. 0. 0. 0. 0. 88. ►TE STRESSES AT NODE POINTS Node Coordinate X Coordinate Y 2 216.00000 .00000 3 432.00000 .00000 4 648.00000 .00000 5 864.00000 .00000 6 1080.00000 .00000 7 1296.00000 .00000 22 216.00000 126.00000 23 432.00000 126.00000 24 648.00000 126.00000 25 864.00000 126.00000 26 1080.00000 126.00000 27 1296.00000 126.00000 33 432.00000 252.00000 34 648.00000 252.00000 35 864.00000 252.00000 36 1080.00000 252.00000 37 1296.00000 252.00000 43 432.00000 378.00000 44 648.00000 378.00000 45 864.00000 378.00000 46 1080.00000 378.00000 47 1296.00000 378.00000 3 432.00000 504.00000 .-,.4 648.00000 504.00000 55 864.00000 504.00000 56 1080.00000 504.00000 57 1296.00000 504.00000 63 432.00000 630.00000 64 648.00000 630.00000 65 864.00000 630.00000 66 1080.00000 630.00000 67 1296.00000 630.00000 NODE INTERNAL FORCES AND REACTIONS Node Coordinate X Coordinate Y 2 216.00000 .00000 3 432.00000 .00000 4 648.00000 .00000 5 864.00000 .00000 6 1080.00000 .00000 7 1296.00000 .00000 22 216.00000 126.00000 23 432.00000 126.00000 24 648.00000 126.00000 ?5 864.00000 126.00000 i 1080.00000 126.00000 -27 1296.00000 126.00000 33 432.00000 252.00000 34 648.00000 252.00000 35 864.00000 252.00000 SX SY TAU SMAX SMIN TMAX Angle 0. 0. 0. 0. 0. 0. -55. 0. 0. 0. 0. 0. 0. -19. 0. 0. 0. 0. 0. 0. -33. 0. 0. 0. 0. 0. 0. -51. 0. 0. 0. 0. 0. 0. -57. 0. 1. 0. 1. 0. 0. -72. 0. 0. 0. 0. 0. 0. -64. 0. -1. 0. 0. -1. 0. -19. 0. 0. 0. 0. 0. 0. -39. 0. 0. 0. 0. 0. 0. -51. 0. 0. 0. 0. 0. 0. -60. 0. 0. 0. 0. 0. 0. -74. 0. -1. 0. 0. -1. 0. -12. 0. 0. 0. 0. 0. 0. -35. 0. 0. 0. 0. 0. 0. -49. 0. 0. 0. 0. 0. 0. -59. 0. 0. 0. 0. 0. 0. -73. 0. 0. 0. 0. 0. 0. -8. 0. 0. 0. 0. 0. 0. -32. 0. 0. 0. 0. 0. 0. -43. 0. 0. 0. 0. 0. 0. -52. 0. 0. 0. 0. 0. 0. -73. 0. 0. 0. 0. 0. 0. -14. 0. 0. 0. 0. 0. 0. -22. 0. 0. 0. 0. 0. 0. -29. 0. 0. 0. 0. 0. 0. -37. 0. 0. 0. 0. 0. 0. -80. 1. 0. 0. 1. 0. 1. -12. 1. 0. 0. 1. 0. 0. -9. 0. 0. 0. 0. 0. 0. -16. 0. 0. 0. 0. 0. 0. -28. 0. 0. 0. 0. 0. 0. -89. FX 232. Reaction 356. Reaction 252. Reaction 352. Reaction 372. Reaction 335. Reaction 0. 0. 0. 0. 0. 0. 0. 0. 0. FY 204. Reaction 998. Reaction 529. Reaction -154. Reaction -703. Reaction -875. Reaction 0. 0. 0. 0. 0. 0. 0. 0. 0. MZ 0. Reaction 0. Reaction 0. Reaction 0. Reaction 0. Reaction 0. Reaction 0. 0. 0. 0. 0. 0. 0. 0. 0. 36 1080.00000 252.00000 37 1296.00000 252.00000 43 432.00000 378.00000 4 648.00000 378.00000 864.00000 378.00000 46 1080.00000 378.00000 47 1296.00000 378.00000 53 432.00000 504.00000 54 648.00000 504.00000 55 864.00000 504.00000 56 1080.00000 504.00000 57 1296.00000 504.00000 63 432.00000 630.00000 64 648.00000 630.00000 65 864.00000 630.00000 66 1080.00000 630.00000 67 1296.00000 630.00000 Execution time : 23.01 seconds. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. F-U2go 1 JOB NO. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT..... \/A�.(.-.............................................................................................................. BY .................. .........DATE. SUBJECT.....Irr!i:l.�....,%�•L...................L''..rJ�.....�1�..:............................................ CHKD. BY........... --------....DATE.................... 1� f.�5 ..... ..............IfA 5..:1..........�.L.j.�.:................. ........ SHEET NO.... �, .. . �.................. L-or•1 C Q)iQ- Lt , o nl -73. = 22- g8 CS = - luk/-0 = .15, = 7r x , IV x ZS 93 = Z (c85-1 v S/Jc-E- 7 •� L- 0- �1 W L-, /E V S 6 3 4 -7 2S8$sy to�� S 1 � zr-lo 40 y lzq�sz� 303 3 g�zsr �2— Z ��'. 0 N. G.JACOBSON & ASSOCIATES, INC. 414Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. y PROJECT..�/`n L...... BY..............�............. SUBJECT..L ?.'rF_ta.0.. .................................. _.on1Coi71(L.................................................... CHKD. BY ....................... DATE .................... T 1. P..� �..�.....-......!5.....Lr!?................................................... SHEET NO.....a��t.. ...................... -7ra W&L L- 00 C� 9 l Lock ic ^A� - 1Z�1/oZ�x(•!{ = 1g1w�Skr Lfo4K�-. Vv Z Z_ 303 j = 76,x12. — Z- = 91S8� � 33 1i '7(oXIZ (,2i J!{oa+) 1 14 8$$ = 1 -7(,a �v \< 31to2 = '` (2-5-15-t\jS )p �r 3�-7 = '`ZX Crc�K $9"S st ' , /v34 k � �1 �coSl k \-� 1y23`11 " Vs = -;, C�,,< As — •Ap *Vy, 14 �cr2 _ •7-3. :nL l� SLR �0 '/` E .�. 1��2'( 5 = CI S14-15—-LI(-")"/JkGu(&88 — 39.TI I� i 3 # I'-F = 3 g.-1� ti _ S..q A i _ 3 9. 33 1" 11 NSF ;'( - I� u S:f—= 4 °ram E.i !ZjG �g halms Slr+Nr .► �90� %i• f. A2 U iy ..c�......�.,..�.....•L .a...�w..... _,.y...... ..s A._ _...__.._..._._.,...is._.....�.�».r.a��..,.�_— N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. , / PROJECT......... v%`C- ..................................................... . ................................................... By .................. i........ DATE.. -I.- ?f SUBJECT .......... L..... A1............ l-al....??.i........................................... CHKD. BY..._...................DATE......_............. ................................................. sST._. .1 Q.:.................._......_.......... SHEET NO... �..��J.3....................... vV —N- 2lo1-4 = 3-11(-K fAQ _ \ \\411n IS5648 kl IV 3 ?Z VL = Z-�qf !C VU '� �\), 3-11,- _ .(c (Z� r1S -\)S S � L i h U $� 6 % a- v •9 w'k" nl.-1 AS=6Sg141- z,q�(e,-z- /R<�� 1(. t- " USE -W 3 7'1;} A Bow- -I- 7N+ F L J2-. V J = 1. 4- x -z4 4 9 = 3 00 K 1 Mv — I•I+ x �a�L4 = 841`la k Vu Z' V� = zSI` V< V,� 3oa� = , co Cz s1r tJs V/ Z�f /c = • (02 x �oX a88 3. ti Coe- x i3.� - / / Z x IL+,*,12_ -7 � 00 r n 4 G -/14 Y'\I1- Iio •,Y"�/ ICSI > •r I �T •� C, = I l 4 k -(- At ,• I (} 8 � �y . ....... .... .. .. N.G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building a Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT...... .......................................................................................... ................ By ...... M ................. DATE SUBJECT...... ............. l.-. �2 ...... Q1 ......................... .................... CHKD.BY ....................... DATE ..................... ............................ ............. .....-T ............................................................... SHEET . . ......................... 6, F L-2. mu vv v c- = Z Vu VS A c- -z' a-L.--t-q 7 't'c'z t" ok 3_11� -7 Z- 414 Skinner Building. Seattle. Washington 98101 N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.........I.»,.fr......................................................._ .................................. ................ BY..............�'.�`.'�............ DATE--2-.Z �- e...: ' / SUBJECT.......5}? �.z v✓I..... ..��--.:..................................... CHKD. BY........:..............DATE.................... _....................pH'AS.......�....................................................................................... SHEET NO......: .. ..................... JLQ� W/kVl Fly ffo2i Z • A3 CIh �, A S zl•S� ,�%33D�/Z 3•� Cdti ej zoo #reiy� •s 3 •So #8 s�„ 4 � zn10 e /3 \V'ES'( - I 3 w # 4 w/ 34 1-0 4-- 14 32+D y Q 13' Zd + k(+ 4 . 4 r> . (s 0 ilieI S` •B3 -83 • S -7 58 E , i `f 1-, vE-?--f. is� -f t r S "EA( S I WF C Ffae r L • C4"iee#y i - i JOB NO. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT......... .��...................................................... .................................... ................ BY........................DATE SUBJECT .........P.\P..P..!-�rL�ceN1...... ........................................................ CHKD. BY ....................... DATE .................... ............................... P.IIS Y.....(............................ ..................... SHEET NO. ..... :,;�% ...................... 54+a>zT DID i t o : _ F = 3 "1-1� Q R-oor- Z-1 q Ic t_ -7 743 Fw = • 14 Z Z `-iPK %4,c3�,81 = 3$1L ��eF IrY •1S'x( x'+1 !• j �•,GlttF L JTYa. _ 4f 3 8 23 4' t.s4X z34Z/s = los3 L tc� �toS3c _ Z. 62_ ihl s -7 �l rt;c C jar (oo.Sa2) ust` S #k 1 Vo = I' L4 431 �2x. ` no 3 IC II.S• Act V� _ (, t; (!. S4 x Z3y-Zx.ISY234 1 �1-1 l� �� e!e VL = • �K Z�..K� x/a0•i ,�It=? !f G off« Q -7 Go.r' 1o.ri K &34/Zrraaf = S2cj. rct F U = 3t11�xl 4 _ 'fyyk Vq = 4-4'4 _ -1 4 - - M= S•2-5''w ce''f�t- • 9r b�X 23�hx• B _. OPc- "j/-j c- , Sr�v27 ,�,P--ec.7L o ( z T A �f2- - Cee•i�� J� IL •�x�P, N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.........VA\j(L........................ ?........� SUBJECT.........I�.IAI % A�cr/`.......... ................... ....... _.................... CHKD. BY.......................DATE.................... ..............................P.. S.) :.... ................. . ..... �a.L!.%...._.......................... SHEET NO............ ................ S C-C.T to-J A —A; Z M= �7xS $/z _ /2ys Ic P= s-•a � •-7� � y ti. � K AS - /29S xl-�/ z •"1 t L-` a •�f�iiOk C•Qhlvo. T) g.`j yy('e(.g�- �`) NlA (0 "IAJF. •9x �� ,gr6o•f� w-r 8 i1f, � 2 S Z' U 7 Z -o 34 •3 �. 4 �11.v 97.0 _S•I S.l llu,f ss•� Tare 14S•Lf k- k yuy 5"�114 �ku3 DD Z,S M 3� N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT................................................................................................................._................ BY .................................... DATE .................... SUBJECT............................................................................................................_.................... CHKD. BY.................. DATE .................... '2 � E� rJ J �p VI yNy�� J Il� r s al V) W 3 Z s 9 r_ �- 1, � I r a _ o w � � J s� . .... .... ....... . ...... • ® N.G. JACOBSON & ASSOCIATES, INC. 520 nKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014ON 7 JOB NUMBER: PROJECT: BY.. &C DATE: SUBJECT- CHECKED BY- DATE: SHEET NUMBER: OF: -7 s a &o, v,- 6-e .676 GtD GJg 6IA Gib 22i 6 70 38 /cr, 4 f P -71 m -r CCeh1f Z0 40 ZM 0 n.' rl At rL SArv'CJ C IW 7. -7 (o 4-+ 9 -7 19� o PIL c4 Vl G x 7 t 618 x L( = 445 2 y 4 y)L4 3,7 V 2-3X F2ox.►= -LIV -71 Uwlr— L,6PA-= o 0 -719 gq?74 �Al 3 + 2zsX 4 7,1, p T1, t Jj t"-A 7.6 /c-cF ® N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET 20"2 -7863 SUITE 1620 FAX: 2%-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: ym Ii BY: �—L DATE: SUBJECT: V/ *t (, r 14 g g CHECKED BY: �+ DATE: U4 c 8$ SHEET NUMBER: OF: s x 120 )7 1�0 4-&' 9DL 70 x /- s/ i z 5 B88 d.gpy = 4 474 K r + � — 17 q0 3 8'0 .3,72 t 3.G7 7-4 / a ,!s' A GA;2 z /- 44 ( nt, + Z & -t-- ra2 ) putt s I. V 9 0) l234/9 Xlp.r /z�88�'��- p + t,4 1A- 5 7,e9 4 3,4a /m, 7 K/Fk2 3, ',P7 x/ctl C10.-7-3.+1) 00 _ (� •oZS u95 x 5 = 13l IC 3,41 G.�aS 4 i4 ' 17 I.j c k� - - - - - - - - - - - - - - - - N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 981014004 JOB NUMBER: PROJECT: By.. DATE: SUBJECT: FL j CHECKED BY DATE: SHEET NUMBER: OF: t-tO.T 137. 'z D/ I Z, 1-7 Y3 lle- 6 4-Z As = 60: U C, rL 32 4 11 -rg y (5-,0,- plssp-fr� 174- Cl 1= S + F, :3-7. 6 IV,' LA S re- :Z,yr :4 1/ . -&9,44- i � 5 x 80 /71f A le— i lo -i �V/, == In < Vc, 14P 7/$1f N.G. JACOBSON & AssociATEs, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 981014004 JOB NUMBER: PROJECT: BY &r DATE: 6JLL SUBJECT: CHECKED BY DATE: SHEET NUMBER: OF: WA4t -7 O Ar — Nv(4-�) u-Zn + 5,60 >( + S CA.; e-ol 6 = ) �, S- y I 'L ::,- 1 -7 ( of r- 7.0 f VLk CID -zi 4- Zo Sox =-o� Vv s,o ( C-,r"t.,V-) 4�� V I I S 9 la I p S 7_±� ?7 S HfL&& is 0 1, E A 9-7 ) +0 -rr-,- " S(' Yt 6 9 To -rix 6,o ro- A CA ...... ...... .. ..... N.G. JACOBSON & ASSOCIATES, INC. 520 ftE STREET SUITE 1620 206-624-7863 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT: BY Ane—, DATE: SUBJECT: A-1 L-t Q ff, CHECKED BY. DATE: SHEET NUMBER: rr, flD4 OF: rV40S LA -7 -7 1 k- 6 = 12 cl y4, -Z As 9 -7 (p 1 APT n(LAIJf2- 1i 1 Nam, C-, 31- o" F-P A4X F-A f - LA -71 MA ro -��/z pp-0 v i D rt- � II G, 17. 0 - C-- It VLX Z0 3,41 - oc N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 20"24-7863 ® SUITE 1620 FAX: 20"24-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4004 r. JOB NUMBER: PROJECT: , /h L BY: A-c DATE: G t SUBJECT: �B.�r ��pt.• � � (� CHECKED BY. DATE: SHEET NUMBER: © S OF: ue - I%- TE�F F F-C71 t! C a (,,7S 2 (3 _ 4%s� z c► b = �o rQr- S � �}- , Z ► " P ,ate Or- -CQP r-F-I q / 11 o 7 S) s/ c AF cnv N r/u-13•T/ 0 W !s eebdr f M o vq To Lr I r,9 7tr,4zf-Rlz� r2 _ wrrr) n/ N -'7 y rF-Ee-7 !s h-�sa 2. rf U7 ,;- w-,F-D A^rc) A -DJ us r v )" rs 1v �,�5 > �✓ 4 >� �1 /zIN� /S �l A Dlfi -ro /K!e ►--1 f o,+-re **A[ r14 `F-Frq- s,op- ©F 4 ,e4o O F-o IL i3a-77rM %zlr�!✓F .. ONLy, ritc Try ,el2olr(A, /S Fd-K- vvrA-w Got, U tl F/U c o s t t-+r-F! e-/,Cy Pew 7 ZG /�-1 t) M ►?�f f l 1 7�r.X 1��Q/C-1� Td/� el i Al F, BF a Ul Aes/ g, !✓ AAlp . !� Q 77C ti� 1� �. GAP .. .......... N.G. JACOBSON& ASSOCIATES, INC. 414 Skinner Building v Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. �j A C- PROJECT................................................................................................................................... BY ............ .............. DATE ..Z - .................. SUBJECT......... ........ .......................................... CHKD.BY ....................... DATE .................... J ............................................. .......................................................................................................... SHEET NO............. �— ..I D19 ......................... 0'i - G 801 - 5-6 8>- Z- K, L. t - - K co l8> v ILI, PLI - IL 6-70. .1" (.it Celt 7 I. 7 x)g + z -5 + -7 +; 2-, V-- T G Lf x -t 't'x Cc 18 = 5-1 -5-2 F- -r(- 12- 4A v -e' A F. IL- - L4)4) t 8 4- /0-0 -7 L4 v 3- 7 KIs N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 200-62A-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4W4 JOB NUMBER: PROJECT: If M c, BY DATE: A SUBJECT: CHECKED BY: DATE: uk Ys c- SHEET NUMBER: OF: PL 0r)Lj U -tt t - e 6 -1) PL- 70 x q t 27 -1- 61 x 9 / 4- 1 + // 7 74 Alf- Y U442 - 2,5 /Z + Z- x 7,* 4 7 5� 5' 7/ 5 VO o 6. 16' 8 g P F-T L, = 8649 +- ( 5- x -Z-q� �(4.x 7- zf tL e -- ,9 3 is-c, t- 8 1 q I a (4- 15 1-16 fs i �q ke,- cr. CA 6 o759 Ills-cr t a 19 7 7- G6 k- -; f- 3 5-0 Z, ® N.G. JACOBSON & ASSOCIATES, INC. 520RKE STREET 200-624-7863 SUITE 1620 FAX: 20"24-8947 FCONSULTING ENGINEERS SEATTLE, WA 981014W4 JOB NUMBER: PROJECT: BY: DATE: SUBJECT: kwo-ll t9 CHECKED BY. DATE: SHEET NUMBER: OF: 0.9pi- t ! -V aa- N td S M = /, y—e-9x 533yo) u 77870 pk S,�y9 x 0-9 = -7'75y = 7 78 °/ f r7 7,9 7t ZJ (P7 _ yZzoo 3-6 r � i z- // NSF 5.a q /�sf Ni L a • °I X 6,70 x( r x 13.3 X 43.E `Z = 113zy' 2 2 X 43.S/� _ 25RZ3 + 37�C2 M L -� . Ls fS r r /q I 7 J /Z,6 xsf 3�.G� CI'�'l•S—zl )� 7-3 47,Z A/c,- 2 t o gXi3 3xZ112 = ll$vl 107, Z A 2/ 74 — Co ,3 x 7-V3 _ — 1 Vi 7 Vz m� t RZ2 C,30 ® N.G. JACOBSON & ASSOCIATES, INC CONSULTING ENGINEERS 3 520 PIKE STREET 200-624-7863 SUITE 1620 FAX: 20"24-8947 SEATTLE, WA 981014004 JOB NUMBER: PROJECT: U 0 (- BY: A- 6—, DATE: SUBJECT: (P CHECKED BY: �DATE: o )!� ¢jg SHEET NUMBER: Fri Cya 109 OF: 2,) ( DI- f c-t, + F-&) /, 5` P—F 4- e— :5 4 nI 2 fv /. six7,b6 xis=7�o.� /T5- t lL ,'f K/ice � _ �y, 92 41 t /33 x �3• �x /.t�/.Z = /76/6 r, ev Gl$ f ZzS x/, C L J Y x i`ft �3.�x/�yx Z. �f7.s' + 91g4le �- /3-- x /,L/ k V3,s' Vw l'�' V, 40 0 r a .5 --� 8 -5-33-Y-o — S2.Z&—v y.qb n-7 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 200-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATnE, WA 981014004 JOB NUMBER: PROJECT: BY: A7C DATE: 6111 SUBJECT: W VIA CHECKED BY: DATE: v u:}�,C, $$ SHEETNUMBER: t'�b II (� OF: Z) �el,+L-t- -{- 9-0-) 1, � t 27b /lam - tap Ni 1 7 416 37 2 l03.7X�3,�%2 D Z6$ �s-x- L -f- /3.3x/,'f X Z —Z2 zZ Tad- �A+V?ly 030 f3870 r17 C"r sue 001 t�Py 2 0a V�133 x Zi &n, 8.3 x ?-I � '3 / /-7Z JOB NUMBER: l N.G. JACOBSON & ASSOCIATES, fNc. 520 nKE STREET SUITE 1620 CONSULTING ENGINEERS SEATTLE, WA 98101-4W4 PROJECT: V'AA& BY: SUBJECT: �� F"� �� I/�-( (/ Lb=� CHECKED BY: SHEET NUMBER: 206-624-7863 FAX:206-624-8947 DATE: DATE: I ( OF: t cz 44 7c ✓, / "e !'J e y/Oil �%" Gw% 7- �// /� v/ 1tK. LH r aJ� �r G/vm ��6-77> iy(G-X S%YrccJ _7, rQ'e-r-loiw %/fi a F-DK DH is e-Oi u^ ml t, � ,`► 4 u s!�- /Sl / /c,� f �✓p� ,,, C 62 P7 !go Vµ d ts9 I 0 z- X = /o0 3 Ir /P s ` Z z 2 ,�% t r�Q x l $ Q x S6 = / Z7J- 1� �, , > 11 &o 6 4" !r�/dcG /�IyQvP� 4-,fc P90VIDE5 .4,0Dap sh►rZ:,4rZ C-4f'^cjtX, N.G. JACOBSON & ASSOCIATES, INC. 520 nKE STREET SUITE 1620 206-624-7863 FAX: 206-624-8947 CONSULTING ENGINEERS SEATrLE, WA 98101-1004 JOB NUMBER: PROJECT. v M G BY. A-C/ DATE: SUBJECT: 6o71 ff t, Pr tL vrA-tt- A-r L, N EAL CHECKED BY DATE: SHEET NUMBER: a I I Z OF: 1276 I Z 7 .14 '17•4- m r— = 1 7-7 6, x (2 1 + 97+zo 1374 X 2 Sl 7 3 4, LA 6 tA x V, I ?-I 13,1 x I- q - I I A I too x ll,: 3 So a ; 4ez VA ?) Lf&) 1_0 tj Cl, 17 V 14# L Isk " V' F- rl A,. = 32- • 4- , Y4 I 21 411 Vc.= 7- \/-Vcvo x / b C, y .30 P — s 6 S . x ''r s /s Ve— j veao PeA 7 / e- A L 0 e- e w ............ ...... N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4W4 JOB NUMBER: PROJECT: L BY.. dr DATE: 6,1 SUBJECT: CHECKED BY: DATE: SHEET NUMBER: OF: 114, -L L7 I 0A /f- Afr- Iz /7- " 54 'rra .;. V., S'e- /2" � 6 G /a -, rl I. �, 146 = /0, �4 7 /Z Icc. j N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATRE, WA 981014004 JOB NUMBER: PROJECT: U ICI V BY- DATE: SUBJECT: r-cic 7[phl CHECKED BY DATE: SHEET NUMBER: t;Q 1 14- OF: Co N s I r,-,ir- 710d j a IL -4 1 1% a. , ^ , ® N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET 206-624-7863 SUITE 1620 FAX: 20"24-8947 CONSULTING ENGINEERS SEATILE, WA 98101404 JOB NUMBER: PROJECT: (/ Iqc BY: ' DATE: SUBJECT: L4 ZAL_ CHECKED BY- DATE: Gfl SHEET NUMBER: Q 14; OF: 'r C� ��ti 3/ _ o2D is2 �j y • 39 5.:c (�2a S I•tJ ,c I u5� a,57V0,0 4 T � � sy (3 �� / Z . 7 � K I-19�� /777 D, .J A, ZY� I Z� Z� �.i •Zo°� � oIL� I�� I 1? I'1 I I'1 17 Zo I 20 7.� CZ.� Ids �o•°Joo '7c. I S2 i o O 27. R L l G� _� _ • alb < N Ce 7-7f L 4LTE&14J 4-7-' Gl'16 7 -Vloz SG/2' t2 = S 7AJ SST/!r/�Si oixa—e co a' . ... .... ... . ........ N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101-4004 JOB NUMBER: PROJECT: VAA L BY DATE: SUBJECT: CHECKED BY DATE: %r wr-AT SHEETNUMBER: OF: c- W, s s -r44-j C 4r L- =- v LIM Fr- o 7-14 e-A e-r 'Fj4 1F- A 1> 1> I W I k) \j OF ACC- I 1> � MTA- L -) -0 12-`-' 10 AJ 26 t-I I N T-0 0 '4 "D F 5 % W I L-L- VO-7 EYC"bAZ Irl E -D L) C, ri D,-J r- R tL /r r/* FcAe-R-c 06r,+/^r);-:p ray w3c, Ys' /-It,. o ; 1--p Fo r& OR-;1,sW A-oeE 5riLl W t4CFr- VA 7/ VAL , N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT......... /��.-.............................................................................................. SUBJECT ..........L/.N7T.1,.............................. ........ .....................P.H:AS€-....-- ........,......>>l. ?"r...... ................ L�vEL_ Z : - BY .................. j'Gn....... DATE CHKD. BY.......................DATE .................... SHEET NO. .... G ..1 17.......................... -5L-2118 /SSZ.6 k 11,11. 54= CZ4 xGO•S- + 44h �8'i, -! = iZtf -I l� -Ff:--AtJSF. �3rt't = (3 Z -t-Z-f- 17f = ZI 4/. Zk ,5►rAt,J 0 ZE LS = 1 Z O+ +6 t Z q Z.S4 Y Z-361/f 4}s o= 2-co I.c� Imo. 1 WT - Co L "O S = \ -7 x 10, -ra (o = 3 -7 , -z I� E-XT GoLJZ (ox to.> >c 4,, = /Z G. I• P. C�° GUfL,3 = (20c +12-I t 7-<NP t /F,)/74 = / 3 / S IAtr2SLESS SLA3 =�10 x Zo\ Z (Z2S- (02,S- o IL / ZM G✓AL tr _ '� % x I O . i )c I s-b -7 /L / 3" WA L.,L- _ (! "1 t t Z� t I l + 10 = / Z/ • o is t_ f=- v 1= L_ 3 To S (Z3[� r2 y��o.sx �z.s = /BS Z-. g(c TP�1JSIF. -5MIS = �3ztZs-x3a IL ..5PA1JDZF--L.S :r -Z oo 5 t 2-3(-+7-4- 09-t L0•S+Zi 4 is 1KIT. CvWMIJS = B x 10,S"So = v Z. S F—x T. �Lur,JJ = 31 x Io.s x �ss"g = l ti S. -V �< L.I.P. G c�23=(ZOO *(zr+23�-fiYoti�tSbtlyY)1ig /S - sr.AIRS LESSSt,o3 tox-zoxz �Zzs_ �z.r) _ � S. o IL x T. S ,r Za 3-7Z'7• K .. . . . . . . . . N.G. JACOBSON& ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.` ...C,.- . ................................................................................................................... BY...... - ?�A\............. DATE.! ................. SUBJECT..L.L.v ............................................... ................................................. CHKD. BY ...................... DATE .................... ...................... ...... ............................................ SHEET NO . .... ................. 6,0- S-,c C-Z S— S7- 2 -7, (0' k, c,--rt cog S-. F-*.4 0 2- t 3.- -2- (Z- +16-5* r 2-3 (- t 2-14 -r 11t (-o-S' tl�Stt-o- Z- C1 1. 4, 3- L c- 7-- -f 17-1 t t 415 -r I + G k- lrz-s L,C-ss L'Az c)- 7- 0 e- -o /c -7 (/,1 '7 '3 3z -5-7. (- -a L-0 C- WJ 3 Lo' r 3 x 3 1 7 %l03 1,0 c- 1+ —11Z 7- 13 \/ =- - -7 S - - 1-4 W — - / `:' S-- A) V -= - 10T - 1-716,3 -- le> g � k N. G. JACOBSON & ASSOCIATES, INC. ....... ... 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB No. PROJECT................................................................................................................. BY ............. SUBJECT. .......................................................................................... CHKD.BY ....................... DATE .................... •. ..-... I ........ �c .' .... ......................... F- -F:: z -49- -7 3 -7 -2- 2- -S— Z- -7 3 -7 q Gj y 3 78 3 7- (. rjzy - 1. 2- 4+ 0 15'5� = 2-3 1 Z- LiF4T6-A-1 or- MASS : y 0-:;- i-,q K y 0.-7 &0- 0- 2-f 2-3 lo, K yf36 41 -tp Z'3 x -Lx 9,751-r-t- zt'nf-t f—I'l log-31 -7 8.31 Ig 7- 4.4 4 o -7- -S-3 rz 7o -ro r—f/ j I e 'je N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. / PROJECT................................. VA.c.................................................................................... BY ............. {G./.41......... DATE.�'1"-: Vj... SUBJECT................................. %/ .=%r.................................................................... CHKD. BY.......................DATE.---................ ................................................... % 5........ f.... i✓5.T............................ SHEET NO................`"`:..�.2........... %ALL Pam, d�c ey -1x vJ z4 /a. a 2t /0 S 1 31 la S Z_ -7 a -1 11 T LA %I 3. 55i /o S . 3 "7 38 20 0 0 i �C 7 H T w-210 5-7L /Z7,6,3 S$ 41 -74 4o I(O V .00 z38 MT W 1-7 3. T- ,f S-? � 01 - 20 V o 0 if;- "T V7.11 F� wa�.� I✓IT F� �� ;,J S76 131ig- (S°i.) IL W 2a S 16 g23'j'` irp Zo l -7o 5 w 7'4 S Z� (��13k (S°!e) 1 7 `f )8 / 9 7 �J 11 SZ7 /oS // 11 L Ll� -Z�o s 2,7 1s3c h- , /37 b� �i 3 L /oS S011k(r'w 7 W2o /03 /3 Ma V3 1,7 3-1 - to 8� 3 'j zi+ zb y 3353 k(5- 9 `I � `I L'J I 7,6-`/ 33 S3k(s-7.) S3 S SS ZL'/ 3, I f IL 7�Ic(r9/-) 4 z 9 y to I -T / z w '2 0 Z- y ! 713 " 3 2— y 3 C. ('j 11 /Z y /7 13k 2- - 3 z8 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. `` /I PROJECT.._..._.�L.L�� BY .................................... DATE �." Z.�-y •............................................................. SUBJECT.......L..1�.1.� L-........................................................................................... CHKD. BY.......................DATE.................... ...........................1= 5. ..... ....r...l.✓. S...t..... 6-.17..............................._...... SHEET NO...................t_:`.: \?,I............. J 9 r 3 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. `// PROJECT ..-�!.A\ii G/t\........... DATE ..._ BY... ............... SUBJECT...L-AEI.f-�.IE.!.L................................................................................................ CHKD. BY.. ---...........--.....DATE......---.......... ............................... ...f..\1I .... -:......................................-.... SHEET NO. ............... ... �.7c.2.......... W— x + 1� f X N r 0 0 0 2 � q II a tj . d �« t^ N to O U 0 M �� 6 k 00 — o 0 0 p I M o M v r + _ 0 M — 0 0 J II X u cJ M O 00 /Z � 1, `9 I- n!1 o N Q J N Y N X N 0 M M N x cfl ap 0 r4 ri In it a II `�- s "�• o r- c d x u u tA M M a n o ° N M S 3 "" �" In r Is Q0 ku Q 0 N. G.JACOBSON & ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT. n. ................................................................................................................. BY ................... DATE•I-..I.. $� SUBJECT..I„A..1.-............................................................................................... CHKD. BY.......................DATE.............•...... ........................ :............1\I/-i-r ....... aw.(z ............................................ SHEET NO......._.. ....�. .�1. ............. V_ IZ13K T . �L 4'j In a �Ai wV (p 3zSl•6 52.S- IIIIZl 3-10 S 3"1 z'(, I 4z i2 331 3-1Z.I.I `-7 ZS� 3 3 , z�t ► z1 1� 311 Z 3 Iv. !. lo•f 3 9 L4 E+j l s(oo4i 3 /213 ; S% %fzSlbN = oS xZS 4 V = /z.-1 l2- AC--f VA-t- -fO(ZS 1erJ = I4. 3 x / Z13 = / -7 3 y t` FLoo(Z �/hl.l.v M F T /O W 2-41 4 t-'1 (s'/b) 12lo l 2 1 3 8 W -2-0 /3 /off vJ l "I 3,10 S Z51 "1 Lt 10 8 L/ S LA3 Z�Lj 335 4' 3 oS (S%) /i S 11 / 2 1.J I�1 3311 43or (�j c�`b 1 7 f W ZO 33`I 484$ 9 /Z /o- W 335 -1-7 4 LA) 2z4 z5-4- 3 r%) W 11 zsq 3z21: (r%) S/ S S'G In.) zo 6p(p 9 7 z�LtI-(S�t 3y 3 3"7 W zo Icy 2y1-1 �y /o ro l,J 1-I Ilo9 z, -1 3 ti 3 $ Z W Zy 81 /oZ�(�7.) z8 3V� 31 1nl t-1 IL Z IS tnJ Zo 511 // r 8 21 3 Z N N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT ....... AVA\-C ................................................................................ BY...........K-A.........._...... DATEJ"� �. S I . . SUBJECT.......L.A..t. L� l:........................................................................................... CHKD. BY.......................DATE..................... ........................... P.AA��........ �.....,...r/�_ �.1 . F3La . ........................................... � 12 ..................... SHEET NO........._.....�.:.......�"............... S 3 u 1 I 1 1 1 tYl cJ J M � N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.._... .............................................................................................................. .............................................................................................................. By ................ .......... DATE . .......1, SUBJECT......L-4%..1. ... .......................................................................................... CHKD. BY.... ................... DATE ................... ...........................P..FFAz�..................\11tS.T.......................................... SHEET NO. .............. �.::x:..12GJ..._....... V� 24 00 4-1 Z= z4' h =/2 w SJ la2 -. _ 1 ic� �1.4 tilu /vv = 2-2. 2 y 3 �'3 Vv z - 1 .Sx Z3o cx�STirJ(=, k -� J� =L.� t �Lw I,2i )11n� (oJ4cxo t 24�rZ �1'o,2-ctx12-j�Z�Z3� ..w J /o- L 4kiLJ VL' Y U Urn So -3 = . (- (,r vs 4'S S z x low H-a S `e 1 C7N a�c V� I•--- I K(uxiz) /� llo 8$� 3 Z � /n M �M= I118"1— •`1 l/x2-4x3/•Sx•%r�CrZ) As - �l�(-2r12- _ ci '- ( Z-30 USG 4- A51 =. /2 x 3�� 1 0, o x z 4 rho N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 '�• JOB NO. PROJECT..........ill -(L.......................................................................................................... BY............ �/U ............. DATE ..�->. !:::t SUBJECT.........lRl„..................................................................................... CHKD. BY ....................... DATE .................. ...................................... ............................................ SHEET NO....................... I = r zG SJST Uj = I ��X Zr 9 = 3�� k` t.,t v //V � ,, = ZZ . Z Z_ Z� 1= 33" Vv Z 4S-1- 18'� i, 2 k 3,3 Exis7i�1(, I-7K12-(zs yo.,) IzxLc.3 = ZL V, v \Ju��J _ 301 = 6 IZc.L+VS� �S = 24� IL s L 4 Z44 60 ,�1�3 S tr L S Z h�: i C ziOIL ✓FV �� Z �d /� Iz �1��rz) /� = g3z32, 3 �M= lo8zl _.q �Ixi�x�t•S x -/rx5-y- 3g = 1-7)rL _ izi�z + �9 S tor31,�r2_ — _ ---3 &a0-,Z.. Ash, = /2x3 to4+/6o 2�r �•,1 lift 3 7rEi CA, L S t LF 4M(L, -L. Ti AV-- i N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT..�I��.�................................................................................................................. BY......------..'�6\.......... DATE. -- ----- SUBJECT -........................................................................................... CHKD. BY ....................... DATE .................... ....................... ?1-tA51":........ ...............ST....... .>".:....................................... SHEET NO. ......... EQ..�. �...... ....... W Zp tJ 4 Z cJ V. sJ S T .rr-- 4 zt+ F-La-: - S ,� boo{� loq� � ll+i �l u = I. 4 x 2-- 2- 1 3 k �` / Ma �+ = 333`�kl= 46�1 S k 4 1 i �' zo •t k — -- 333`l ►✓iu�84k 13s 8" 4 /9 Z Vc = 3.3 �� = 3,3�� x I-zt9-L _ 4 k Z:Logl Iz (I.zs � vu M= /c 4� = cF L '7S- K i Z- �I r zA AJb r'jaa't ( EL6�-j 411 Rau irl ��l0'7�_ • 5 (!� Zox Zi X /T"xi cv� = S'/ v 4 t� As _ _ JQYrt ,,7.3-- '2 <2-z-8 - i 1 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. / PROJECT...VI.�i.L.............................................................................................................. BY.........lL�................DATE�.'��:.... SUBJECT... - ..� . f L........................................................................................... CHKD. BY.__........--•--.......DATE................... ..........................PgAS_�_...S............. ...%�'..L..D.%r..:........................................ SHEET NO...._...... E�J V2 ............... 4 L,J -7 C� _ T I Z 576�` (el S 52'1" S05T AgvyF M� , I• w x 3335`I Z64k /4'S 8 33' 2-; . ; M U �V = �t �-x c' = z2.3 � k �` i Z2 1-/-7 K � L) cp h ZO 1 = • (o (�2147 +V S 1 �e-Y4�/ ooZr�..S ( Z..g-- SZ't\-ooZr- ooZi ) _ oO� 733J Un!✓)AiL 1 / i lG .r71?6-It- .'— .1 '. /�-u L.r - c£ t : `-1 a 3 — 3q 3%Vk!2 '"`6� _ 4 �(2., 'Gx(oo�$q'�—IZ N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT-......--.V/.\L...................................................._-........-......-...............-_.....-.......... BY.........lC/-;\................. DATE .................... SUBJECT.......... Ci.Lf�.n. ........ ..................................._..........-.-....... CHKD. BY......... -.--...-......DATE...-.....-...-...... r f .......�............... �? F—S.T-........ .(.:...-...........-................ SHEET NO........... E.'�°..1.2.. 9.-......-...-... 14-L = 3`1ZIL 23 � /$ _ /1/ 3 5 �� 2 � v • S. t � ,y, 6L-k-'x'-3� bP L� Sf� 9iZ 7 O i e-EG Ti 61, J U- — 4 I-- Coo• L ti i (moo• fez ,� o,o,� � Z ,� r � = 3 S� r p � I • � � � 3 L � S 8 IL •cr,�C�o Z 72 �G, z- x • 6 F a 0443j� 0 f (o�Z � � �� k • L x (o� k � ` �,� _-�' tf- y � /sy "lam N. G.JACOBSON &ASSOCIATES, INC. 414 Skinner Building m Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOBNO. PROJECT .................. ............................................ . ................................. . ................ BY ................. .......... DATE.�-::1-:.'5-k. SUBJECT... ............... .............................. .................... CHKD.BY ....................... DATE ..................... ....................................... ................................................................... SHEET NO . ............. ................ 576' 9, ft AS 4c L AS= 13 L+ 4, K 1.4 0, iNt k- 4 4 1. )c&0 X. bxf—s 14 -4 1 Lk.4 v 'c /bo N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT..................VA�.4-..............................................._................................................... BY ................ ........DATE..-Z--Z-g:: SUBJECT..........................I�P.4........................................ ..... C3? 1.:.......�!. 6........................... � ... CHKD. BY.......................DATE......._............ ........................................ ..H SF......I................................_................................................... SHEET NO. ............... E _�.�✓.�..:........... Fe— oM GOMPu i r 2 0L/ PuT 1`04 2_ 3 c_jic n 2 4' Ej-•00o84141- - oCjS'1 ion 8 gg . 2 23 I+ bOJ Or" �2.1(g3O IZ - , o'� /rzll- - • 1-7(-1 31 1 I A 14 35Z- oS�t- �86�YZfL .1�392 43� •SZl c Y 8 • Z23 0 4$0 oc{�ox c•c�'?�- 2yI l.y /3ac k _ . 8 /30o X '821: i41 ez 23 0� 6• • �x3�o�Yx�l`/ 3(-/L)x•q7 BPjCoI� �2- S� 3r'1 S(�A*rv)rc.EL a 2— 5- .F 14� 3 1 X I44 (2 /2_ rl2 kx�oC33- ,V ,r5'x Ice /. 9 7 �2 ,k u ` J N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. / PROJECT.. VA(-- ................................................................................................................. BY ........... �\............... DATE.2-3.::.`'..1.. SUBJECT....0 oUPLc:!..... v.9�!............................................ CHKD. BY.......................DATE................... _..................P.. qP....5....._....�..................................................................................... SHEET NO. I ? L....................... D2—c, S �,-., r 72-6-L4, / = 10 �, K L' ToF vu ` 10 (,`f = 15i B k s L,A a C.i-r `i = - co x Z � � S N x z 4-� _ 9 t /c _ 1 y '9 _ q / = s— -7 /c 41, ila -r-r� T] N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOBNO. PROJECT , . I ............................................................ r— _ 1 _ SUBJECT. ��,,. -� � • 1 ✓1................__..................................................... 414 Skinner Building. Seattle. Washington 98101 Phone: (Area Code 206) 624-7863 .............................. -................ BY ...... .!.... ....................... DATE.y.............. ............................................... CHKD. BY ....................... DATE .................. SHEET NO. ..... .�-) �.3..... ...... .......... ,a ' Ni i i 1 `, •. l� N 1 t IaS� P � � Lry E I C) C 1P Ivy- N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. ! r PROJECT..:,!_.:.......................................................... BY. DATE .. . elm r,� c_-,�,1 .� r� r 11 SUBJECT.. r.r-:..�r...........--.,............................................................................................ CHKD. BY....................._DATE................ ' ...........................:. �........"_'......................................................... SHEET NO...�� J�l_�. �. �............... r 1 Pam:. ! �:._T ��:il•I . 1, 7! M 18, 5 825 14,25 q,i5 '•475i !0 15,25' 7 7 9 9 ~�1 O q� OCR .`, `T 3 - 32577=< 58 5-r- 1 `4% LYE A7':.= Tom.= RE.4�) I _TA NT 1vr 1�� l� pow, y c=E i�,L1, ^yam N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building Seattle, Washington98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT._(.. �� .1........................................................ ................................... ...... _......... .................. DATE'. 't�1�.. SUBJECT-4 CHKD. BY ............._... DATE............. !^ ,1 ......C... .....:.:..z............... _............................................................................. 4 - r ......._........_.._.+...�s..:..:.r._...;...._............................................................................................... SHEET NO.�.�-.�.�........1.�......---....... SEISE A.',<� - EAST- r� - C, "4E . �r y.1� CI wJ/l .ram' ../ ✓' J r N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. 1,1 .. - I - PROJECT...... . .. .................................................... SUBJECT. " ....................... ........... ..................... .. . .... 1.4 ........................................ AT " /1"\" - IE3 I M -7 — /Z 471- z 0.0 1.4 414 S k 1 n rer Building w Seattle. Washington 98 101 Phone: (Area Code 206) 624-7863 .............................. . ................ Byl ..... R.0 ................. DAT E .......... ................................... CHKD. BY ....................... DATE .................. ................................................ SHEET 1,4 i�f-7 (-7 2 F7 N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. PROJECT._\I..`:.!-`,...1...................................................... SUBJECT... ........-�! ....ram,^. �........................................................ 1 IAA: :) FAC, l� ',7 . Z71 x 4.4 414 Skinner Building. Seattle, Washington 98101 Phone: (Area Code 206) 624-7863 ........ BY. .i.!1......................... DATE .......... .................................... CHKD. BY ....................... DATE .................. �^ r ................................................ SHEET NO....1 .I.3q..7 ............ N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. PROJECT... ._... .............. -.................................................... 1................. ........................ ✓;:% ..�'' ".I r; '� � It ......._............_...._......... ......._.....:......................................... 414 Skinner Building ■ Seattle, Washington 98101 Phone: (Area Code 206) 624 -7863 .............. BY....!.... 1:...................... DATE! ......?-I ...... ........................... .................... CHKD. BY ............. ......... DATE.................. _ ................................................ SHEET NO_ 'i..U:.Isl........I.. �............... r� I I � .1• +.... `�' � ;lJ � ! /-� . j tom.-- � � -`�� ✓ � 1 r. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO.y�, tPROJECT.....`�._........................................................ _.................. .............. ............... .. BY.!..;.'�:'.............. ..DATE1-: {:!...... i r SUBJECT-. ..................... CHKD. BY.......................DATE................... i............... _ ................................. _.. .................................................................... SHEET NO.e dr ......... l.S ; .......... ltN1TS �j�= FT-K N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.. \ ! � 4 r.— n . . , „/..........................................................................................._...._.......... BY.. %.-..................DATE v:'t.'...: �. SUBJECT.......... r .�1,1 t — .!..:.............................................................. _.............. ..................... CHKD. BY.......................DATE ................... ..................... .. ...................i....................................................................................................... SHEET NO. .. c1-7' ATI / a f, , .7Z' 14 17 i '51 1060l - 8903 - N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. R/ G 4PROJECT...._ ..:............................................................... =1 r '' \ ? SUBJECT....,..f.�:.............................................. ...................... .I.��._...'........................ _.................... 414 Skinner Building ■ Seattle. Washington 98101 Phone: (Area Code 206) 624-7863 ............... ................................ BY. N�.2.p.................... DATE.. .: . .......................... .................... CHKD. BY......................I.DATE .................. ............... SHEET NO.....). (...... %...... � i,� rn M /- i . � , �;t _T I r� •. r-- , (a I �-�.� :� _.:, • M 0; �! � NTS a I 44410 3� Boa O �— IC G ^ c, I N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. I� C. \,f ^ --V. . PROJECT ... ........................................................................................................... DATE ............. .:.::.......................................................................................-...... CHKD. BY ............. _........ DATE .................. IJ Cam' T ....... .............. ....::: .... i.................... _................................................................................... SHEET NO. 9.Q-jqj....... �"'1, ,i i v `i ,j .•.-,• .� 1 r t cJx y ? J�-X '4ij N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. \ I ., t i PROJECT..'.'I.!v:`.5..........................................................._................................._............._.. BY�! .COY --......................DATE .::.'.:... SUBJECT..-.---:�:..—..:.:..........::.............................................................._......_.................... CHKD. BY ....................... DATE .................. ............. 1.. .......... ...................... ........................................._................................. SHEET NO... _.Q._............. ., n r' 58 J\ 1 e -4-55 JOB NO. N.G. JACOBSON &ASSOCIATES, INC. CONSULTING ENGINEERS PROJECT.... ..................................... . ....................... SUBJECT............................................................ ........................ ..j ....... ...................................................... 414 Skinner Building a Seattle. Washington 98101 Phone: -(Area Code 206) 624-7863 7 ............. ................................. BY_2'.�!.!* . . ................. DATE? ' ............................................. CHKD. BY ....................... DATE .................. ............... . ............................. SHEET I............ -7 !A zl- _4 orWALLS �r STAIRS N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 �. JOB NO. iA PROJECT......�. .. DATE��? I iUQ SUBJECT.......,. '.r'.j.... ...... .:....................I............._............................ CHKD. BY.......................DATE__.................. � I �A M.... .... S A.... �: �J.........i....`.._. SHEET NO.......... �t ................................ ? A % I I I I 0.00 0,00 I 1 2 U 2l323 351 2 0 0 0 O.ac 7 5c Z Z 3 O 4 3 74 3 0 0 o i2,d4 750 3 3 + O 4374 1& 4 0 0 0 15,75 %S(D ¢ 5 O 21323 351 5 � I I 15,15 ooc� LoAt)5 �� = I�`'`C5,�x,5+2,5X.S+.iS<I,��x.(S+I,lX,75x,1=�,?D< �2= 114kl.75x1,S]x,I5+1.x775x11 =9,3Lo xLfr O VT? ? 1/T . ZZz2 I 22.22 8.0► ��) 10.03 PLANE FRAME AND TRUSS ANALYSTS STRUCTURE DATA FOR JOB NO.88401 M= 4 N.= 5 NL= 1 E= 3605. JOINT COORDINATES JOINT iRR IV IHR X-COORDINATE Y-COORDINATE 1 1 1 1 0.000 0.000 2 0 0 0 0.000 7.500 3 0 0 0 12.040 7.500 4 0 0 0 15.750 7.500 5 1 1 1 15.750 0.000 MEMBER DATA MEM NO J K INERTIA AREA MODULUS 1 1 2 21323.000 351.000 3605.000 2 2 3 4374.000 162.000 3605.000 3 3 4 4374.000 162.000 3605.000 4 5 4 21323.000 351.000 3605.000 iN'UT DATA FOR LOADING; NUMBER 1 MEMBER LOAD X BEGIN X END ALPHA 2 1.200 0.000 12.040 0.000 3 0.360 0.000 3.710 V.000 JOINT DEFLECTIONS AND ROTATIONS FOR LOADING 1 S72 LZNGTH TYPE 7.500 0 12.040 0 3.710 0 7.500 0 J ROTATION VERT DEFL HORZ DEFL RADIANS IN. IN. 1 O.000000a o.aoaaaoa 0.000000e 2 -0.0000999-0.4006554 0.00130B9 3 0.0003684-0.0129921 0.0003118 4_ 0.0000707-0.0004672 0.0000046 5 0.0000000 0.0000000 0.0000000 BEAM MOMENTS AND SHEARS LOADING I J MOMENT K MOMENT J SHEAR K SHEAR J AXIAL K AXIAL FT. KIPS FT. KIPS KIPS KIPS KIPS KIPS MEMBER NO. 1 -8.01 -22.22 -4.03 4.03 9.21 -9.21 MEMBER N0. 2 22.22 1.75 9.21 5.23 4.03 -4.03 MEMBER NO. 3 -1.75 -20.15 -5.23 6.57 4.03 -4.03 MEMBER NO. 4 10.08 20.15 4.03 -4.03 6.57 -6.57 JOB NO. �f . AcI N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT ...... ..Y.lA...... -L;................................................................................................ BY .�.'r`.t.........................DATE... SUBJECTD .....-�,�.F%.r^....F............................... A. M u S^Cn 11. ..... Z.................................. SHEET NO............................... Hrv'A:t cr, ��N'1 xz X = "`l�2l,z = "1, �75 O r;lN,ax MMAx = .Co �7,Cv��r —9.z I ("1,L�15� }22,22 13.12. Ft-- E.>J D ;�11 - - ,_, Mt'� ZZ,22 15Az Fi-� 9.0 30 F 0.147 1,103 6' 1 00 ,0033 .0003 s Q¢Z 0.13 �2 bJ. v`� �. TY c-� 1-5 ►^� JOB NO. �4D .AO1 N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS PROJECT... r'/:j,.�.....1 ! ........................................... SUBJECT... <' ! "!�? ............ s. 414 Skinner Building. Seattle, Washington 98101 Phone: (Area Code 206) 624-7863 ..................................... .......... BYT. J'—! ....................DATE.... ...�:.... ............................................... CHKD. BY ....................... DATE .................... /�jt ................................... SHEET NO.................5.T, ............ GE N TaR, \,J A LL Fcc7l ►,LC-7 Lo ADS ; �AL' (�5x .?�-2` ��'S�?S�x,3,, S = 54.C;K E57A co [(8.332 + 5, zs2 )'z + �5 X " I 0 ¢, 33 k 8 X'15 63.3- 5.t-�+ 4 x'ttX SZ�xI x.is X = 47.7 K �i.`,�,la� (5V•5y 5.11'^r +3X,5x3r8,��].15= �OOFI,�! 12 x C1 a +(833 + 5,25Z� z " 0,33� • 015 CnLA-IN (1% 2i ,005) — 7,c�" 1 g0.C7K 4,33Z]X1]x.toD=�3.3 "RooQaC"J ZSZ�"z-Sall x02� 4Q. L 239.2 >< C, N 7F-2, wA L_ L. OF -ram 4- x I O S7R I P FCOT t--� (:::7 LAt1c))o{l/.TA!A - x I x2.1&7x25 D,A I x 2,1627 —A l = 0.43 3.68 K� 4 X1,4 = 8g.-7 x1,4 = 6(oz K ,<),4= x k4 4,9 Y I I I 0. 0 1 x 1. 4 = 3. Coo x1,4= o,91 17 -- 0,74 l� 5.29 KLf 349,7 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. n -j-•- n l 1 ; . PROJECT...... --.�.....G.......L.. i( 1 °-i ................................................................................................ BY.....�.:1..................... DATE :..- g�9 O SUBJECT ................................... CHKD. BY.............. -.......DATE . TL�.�.c..�............1.�..G'....................._.................................. SHEET NO.............�7................. 7' i M 0 = 7AIlj 2 = .300 X=7+8C050+ 8SIT TANQ= Y=X- )2 SiN� -10.22 IN l'i M,� = V7 X o.oS x 2. 5 = o. 2 i 3 FT- �-/FT-r- P� - pl,� 6� HAt,JDQA1L t ULO;y Mr H,`,A1L= (� �. .7/ x I + x•� x2 x 1// \.�5� I�g)( �_11 z Q•�i� i�I�S�T O. 42 Kt_F DL of S i A ;YES 4- L ► J & Lo tc4 D 7 , 1 - I e �clr)( 04) SF O. 40 Y5F q = 0-V3 +o,42x 4.58 +o.4' -) x 4,2. )7 - 590 FT- K/F, C-ET iN =� L - 7- =7�,U� = 7.87 kvs AG f G� 85 G 7.87 �FY4 = A 1'/moo 1�SE 4 RE,NF N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863p l JOB NO. \ 1 /^ ....._.......... BY...MRF................ DATE Ql � PROJECT.._....Y.M.�r....�............................................. _.................................- - - Zc..,...... 88` 0 SUBJECT ....................................... / 1 CHKD. BY.......................DATE .................... c..: �....................................................... .A01 .........................................��/`� ......... �...!.`.�..."-. SHEET NO. ...... ?T...�.1..!4................ �9 n �ALL 0.2 b = ! 2 F = p Kw = MUFF - J _ 0,0207 Iri2�Fi I 0.7c�, !r L A t 1C I) pE.S(U�-J L qts D It,) G-7 AT P7 since LELy r: L L=4/ �N 2 x.l5x I,g t, IOX 1 �7= 0.2('� NSF M� 2 w2_ b d X2ooa = N i'" _ �QC 1 ✓�� (35,IX - X (,33) O,000g - x x 12 3 O 3� 3 4 JOB NO. ./poi N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624rr-7863 ............_..................................... BY...J.. 1Y�'••--•- ............... DATE . i V (VI PROJECT ...................................................................... ,; SUBJECT......................... ..........iT.....................-.......................................................... ....... ... CHKD. BY................ DATE......--............ ........ ........................... 7a.....s.......I.. .................-•••....................-•-•-................... ........... `3"r.. ................. SHEET NO.. �'aA L = a. K L F P� _ �x 10X 15,),4+ 10,15 x'�: rJ1ot�lrNi fll��:�,e�('.��r`• s,37- Fr-:< �.(;,7 w '1 iv = 0,"11 KLF G", J - F : b� /� _ s; lot, 219- Z0'3 As .004 "'4 G1413c,,'A O 2 Aviv . -2-© a N.G. JACOBSON& ASSOCIATES, INC. 414 Skinner Building a Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. cl \ f"' c' M m K I PROJECT ....... I ......... . .............................................................................................................. By..4 . . . .................... DATE2 .'�::... SUBJECT I....... . ..... ................................. CHKD. 13Y ...................... DATE .... ................ . ............................................... 4:b.77A.1 �..... .................................................. SHEET NO . .......... . T1 .......................... \lJINLO ct4 STAOV- C-a 25-H 7 r, � Le. 23 F 5-60 -30 rsp- i� S c' E-0 �. 11 — I w4m, I I N.G. JAC ORSON& ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.... ... .................................................................................................... BY.MAIP ..................... DATE SUBJECT.,---.Ir .... ............. .C) !:':� (--I .................................. CHKD.BY ...................... DATE .................... .. ........ .. ............. SHEET NO . .......... Ao( . .................................... . ...... ....... ...................................................................................... . NO......................_........ kE-A. 90 j. 8q K 8.0 F7 5,35)(&375 55. f � 53,1 x 38, 1 2.02 K 8,0 FT i -7 S" 36A 1, 27 K to,o FT 12. Y, 22.05F 22,o X 3s - 1 c). 54 K &0 FT 60'� 5().-7F-T-K I, 15.9 FT - 1,4D t If L 1A FT M LA. 1/07 As, %1' 5 �17X 4 4.14 Azc-a) = 1.4 70& A5 0.34 0,31 At 0.23 o.-z j 0,21 114mj 12"oc. N. G.JACOBSON &ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. i . . ................... . .................... ................................................. BY..PIL2 .................... DATE -a PROJECT... 7, ............... CHKD.BY ............. . ........ DATE ..................... SUBJECT.— .. ......... ................... .......... . .............................. . .. . . ................................. . ................................ .............................. . .... ............................. SHEET NO . ............... .. .. ... j .................... t5"-_ ja - q U 3 c_ ---ACT -- ----- - --- ------ 7m Y, ' ' Z' x "I - ' x L')9 V C. c- 2.12 a x 72-2.K7 4 N.G. JACOBSON& ASSOCIATES, INC. 414 Skinner Building a Seattle, Wash ington98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. PROJECT...._.: ..... . ................ . .................... . ........ - - ----- .............. . .. . . DATE ::*-*"*-,* .. . ...... SUBJECT ................. ........ ' 0 � ...... . . ........................ ...... CHKD.BY ............ —..-...DATE ..................... ---- - ------------------------------------------------ ...... . .................. . .............. . . SHEET NO . ........... �..O ............. �A �v nl�7 (Z' - , i _ _%w�o 4710 C, OA9 s71l — --------- ��4as ZAJ 04CAS* /trO r- C_A-e f-1C,4 *-.Z::) Udc- sae o'-e As .. :.. ....:-::. .. - _...a:.- _._...^_->_ -a. .-...'..... '.. �.v-....�......._ �...ast..' . .Y'. .. .....:.. .:: ... .... .... ... c.. ...._ �. _.. ... _.....mow.... .. ..J.r_.�.. .-.... ..1 F.'. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. \\ // nn / /� /� Q PROJECT......V ..`..L�...z........................................................................................... BY....r'.1.Y�!.. Z ................ DATE .._... d v... SUBJECT............................................................................................. CHKD. BY.......................DATE..................... j'J�.r}�7...................................................................... 1 Onf............................................._...... SHEET NO............. T.�..1.................... YP t S = 01, 01 b1 IN3 (a,M /w 278)/o,oOz�5� ,50 STANDING SEAM. -DECKING SECTION PROPERTIES ORDER NO, PAGE NO. ---- :SIGN THICKNESS = 0,0228" DTH = 15,0000" YIELD STRENGTH 33.00 KSI ALL OUTPUT- IN UNITS OF INCHES UNLESS OTHERWISE NOTED. ALL PROPERTIES AVE COMPUTED PER FOOT OF WIDTH OF DECKING, X-X AXIS - RIBS IN COMPRESSION: A ne-_t Oc127.2- ,I net 0.0196 S net 0.0186 F'c = 17,26 KSI Y net Z0 1045 S eff 0,0161. @ Fc = 20,00 KSI .%.-X AXIS — RIBS IN TENSION: A- net _ - 0,0547 I nit 0. 0054 S net 0. 0092 F' c 20 , 00 KSI Y net = 0,5684 X-X AXIS - GROSS: Y. gross 0 0,1045 AXIAL.: Ix gross, 0,0196 A gross 0.3272 Rx 0.2445 G = 0,1154 NOTES: V - F'c = =,29 KSI 71 LBS/ FT M 0��M� r" ;SECTION PROPERTIES COMPUTED PER.AISI SPECIFICATION FOR THE DESIGN OF --------- - --- ------ -- QQ-FORMED STEEL STRUCTURAL MEMBERS, 1968 EDITION, - ---- ------ ----- ---------- ------- GALVANIZED MATERIAL CONFORMS TO ASTM A446, COLD -ROLLED CORTEN MATERIAL ;CONFORMS TO ASTM A6a6, GROSS SECTION PROPERTIES ARE FOR THE FULL UNREDUCED CROSS-SECTION, NET SECTION PROPERTIES ARE FOR THE CROSS SECTION WITH STIFFENED ELEMENTS REDUCED FOR SHEAR LAG, 3 eff (WHERE SHOWN) IS ADJUSTED FOR USE AT A FULL STRESS OF 0,6*Fy V DENOTES WEB SHEAR STRENGTH BASED ON WEB BUCKLING STRENGTH FOR USE IN D•TAPHRAGM CALCULATIONS. STRENGTH SHOWN HAS ALREADY_ BEEN INCREASED BY A -?CTOR OF 1,33 FOR WIND OR SEISMIC LADS!! .. � u. _.. .._........��.:.:_:��•.. �.u-a:�::..t.•tii.. _ ... ... v._: ..: �.::...:��-...-.... ...�.. ...._...r. ._... .... __...._... .._. �....� . _. ��_.. _.�_ .... ._.. .�. s ..ha s..r... _. x. a.vsl.'. tisb.'�:..F�� _... N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOBNO. PROJECT...V...>v1.cl.aL................................... ................................................................ BY.. T—'ll..................DATE.4.I7/R.- ,4(3 SUBJECT._��.A.iP....�r.... . . .................................................................................... CHKD. BY.................. -•---DATE.................... . AO I........................................................................................................................................................ SHEET NO. .......... .4T.. )................... W Ei Ca HTS DEP.D Lo/"t--> \dALL'- (0. g3)(q.33x q(9+2q- 2.&5 - 5B)(0.15 WcF) S-r-Qi z 5.5 x3,i5+315 x 14,33+-1Y 4� (1,0)(. 5>= 13.q K } z,15x I4,53 tla,a3x�,5 + SQL 4:[�t 52i *I4,$3xl 1,83�(�� o)(I�) ?SEA+�,�(•SXlIx7Y 4i(5,5)(gXq)(t5)= 11,�1 K 2.0 NAtJD�'i;IL�; C4-x1�gxCo��O.o2� SPAmDf,5L 0aLLc;, � x 3 K.5 „�9,�,Aua r.1�1wcF = 12.2 ►C 3 IS ►c R=F Z[12 x i 5 t 2 5,Q] 5�b��- -7xC9'x �0.S" 0.0015 lr�osE C-) 4. 4' ►c 323 Y- LICE Lo,,z)c--)= PEID65 rR r-r�' (11,33 x 14, 53 + 2 5,5) (0.10 'F� �4,5 ,.��r,.y) = 970 ►� Show - (11,�3Y>�,a3+ P = 415 >LIfS AILEA = 415,//Cq ,,,,5: = 6� SF N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building a Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT .... VM IP (fw.. z n ..................................................................................................... BY..M.� ......................... DATE, . ....... -.D .............................................................................................. CHKD.BY ....................... DATE .................... SUBJECT..�.'. c)7; r--) (< .................................................... ............................................................... SHEET NO................. f/A = 41'v teF Fco'rl N (M M = a, S X 415 = 20 75 F-r-< 2011 Is 0-78 KSF L FlU =5)SA),4 +102 Y11= &IZ ((11 Vc50 - 7. & E) 1<t' r Mu=0, C5 - 6, 12 6 x V = - 0 711-- = 2 F, i;; -7 10 45 07 (50(- (-11L) = 14(9-77 - 2.93 VLA 17 2. =-) - 3,45 j o -7 = 172, 5 - 3,4� cl (p,o 7 t. &.4 e) N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. n^ PROJECT.... J..1�.-!, (...-�.................................................. SUBJECT..-...J I.A!.n�............................................... F=!T Ca ....... 414 Skinner Building ■ Seattle, Washington 98101 Phone: (Area Code 206) 624rrI..-7863 ............................................... BY.J. Y .................... DATE. /1/3..j.. .............................................. CHKD. BY........ DATE.................. ................................................ SHEET NO.......... .�.. .................. ioNC�; �T�ApINAL: M� � _ (4�►- )(8.& 1- =Y. 4 - 2 I X =*'< NZ �-- T��I�v��.�E� - 12 x I v�1 0�3z4- 115 = ,dol2 x )2X l8 = 0, 2L/,p INZ Cj a 1 I'oc, JOB NO. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENG,I{NEER`S��(' Phone: (Area Code 206) 624-7863 PROJECT...... :.. r.-... .---................................................................................................. BY..I..:�.f'`.�...-- -........-..... DATE ..'.i..-.'.:. —•-- SUBJECT... ....t.:�:.) ......:`�.......�..�............................................. ..................... CHKD. BY ....................... DATE .......-.,......... ......................... 7�.Q_......4.......... r'<..:.F..............-............................ SHEET NO. .......... 5. �... �...-............ .. A A 0 W W u2� 14 Y I,-7x jv2 2 = 81 kLF Rz=(4x,388x2+¢8,25x,481 812S+C�,125X,3 �5,3i3�=18.�15=3,90'4 RI= 4,x,3S8+8,25k,49i 3.904= 3,993 K I" I Ara = 5,99 X - . Ig4-x2 , M sc - 3,99x — .388)c4 (X-Z)-.241 24(x2 +4,Sb1p -0,752 �Il ac = 3,q 0 JfC - .194 -,c2 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. ., PROJECT _ ................................................................................................ !!..........vnn r� BY......:.1`':�....................DATE.......:.:... d SUBJECT.. .� .... ^�. 4 `. ......................................................... .............. CHKD. BV....................... DATE -F\O� [ ........................... -. T.''....'.'.-?i......Eir`.:'.1...................... .................... SHEET NO. .................... L........... k- FT/7 , ,2.._ j,(�►=(rv'��- = I��oB� = 234.E \'LhZa Zvg X oc c-l) -r - 9O-4p N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. PROJECT................................................................................................................................... BY................. --..........DATE.3..--j-:7-Y� SUBJECT.....Sf.l:.?� !.Z......WAt:.........�,= K-c�1'................................................. CHKD. BY.......................DATE......__............ ....................................................................................................................................................... SHEET NO....5T..�............................. �Oc� D.L.. = 1 2 I x ?—o, � x . 0/3 _ 3 , IL 67 /.�� is _ L. / A, L L P Gi = 4<. 37x C- o _. . (-3 (7 • bs� 5�x 9,fxiL -7/ x /(- j l � = iY , z Z-70 I-1 /�3+SCE Z3F (J 6+-0 04-V- T►� JOB NO. =1F I C N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98100 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT...Y,[--1��! BY.........._�� ............DATE.3.-�I.-'�`- ............................................................................1.............................- SUBJECT ...,<.-r%..!: ...... ..1 4X?F...... .. ....41n�. .............................. CHKD. BY......... DATE ................... ........................................................................................................................................................ SHEET NO. ...................... :..t'i�........ DL7 LL h AIS(.- $flirts , ONiF. l�4,-v 1JL 4 4 I rJ i • �,�-n ��1�5 ' - S' •�k3� 3 " -T. S . sx'- USE w = -.2- = 3.0o Iti� I Z 1 = 2-7 Z Z _ c c5 Y s-,.7 + •�1x J � Z to Ce>-3 i S S-, 2-- x 3 S K Z k� M_ _ s x 3 Z- , C- f- L S x 3L (,3K (.-3 ) �1v8 S x /e3� 17It (a - -4 1�4l t 3 x Zc �j Q )c 1. c} _ . 3 7G 0, je— ooah ` S• 2- o,tc Pz N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building a Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT .... V C. /\\ ... ......................... ...... ......................................................................................... BY....-... .................. DATE-3.-� SUBJECT...- .--...'.a------------- .......... ............................................. CHKD. BY. ...................... DATE .................... .......................................... SHEET NO...... -!r --t - 5 = I K (A5a E X7. 4- Sis - 2- L4 CZ— S— tc, LA.;v- 3 T-V— rl P C-t E s v r-n A--J V A--L- 4 4 4�' L'h - 4-tR'0E� I-Fdo S /OUL L cD'j 7 : "'Ile = 3, � 8 " d L, -:- -2- 5 -7, L p Q L 0 po S (I L x v I 7F 1— 96 Do r-r /4 Zu le QI 3. k )2- t K �z 2- L. 2- -7 ! L4 3,, 1 IAI e 121— A -Jr-rV,9 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT......... VA\. <............................................................................................................. BY........................DATE...3�.. . SUBJECT........5. ?L .............. ' ..'.... .E............................................ CHKD. BY.......................DATE...._........._..... ........................................................................................................................................................ SHEET NO...... .............................. jZ-��• Q� 5�:�� "F c.�/5 L/��?.� Si�vL�rJiZFI� !3c-a O� E � I V- —� _ � M _ O o e- z. f e=: IZ �� = IZ,� z = � � 2•� ti I 3 LO L-10 e 44 4 �b )(3+2FZ•f� .71-J o.K I I� �b GJ47 V0 cl - I _ 3 k/��Ib JIF I/cf L.1 E-1—I1 ) I�Ib — Li N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. PROJECT..............1/\\�..................................................................................................... BY ..................... .............. DATE .................... SUBJECT........... . ................................................................................................. CHKD. BY.......................DATE.................... ........................................................................................................................................................ SHEET NO. ........... .T... Z d?..-............. F�b(z-- +52t .d4)-15 I Sit S,Al2 3 I`11 SPAr.� �r�CG�t�Z �2� t� _ '� (•03 � _ .o� ,ei� Nt- •01 x ry2jg ltixl2— _ a d s S •09 x / 1" r/ 72-S /• 2- -3 18'F - ?-I o0o - 7.4- / tl CF / T.S. �2, Il4 121/ SPA,-) EAM %•22- Icl _ 'T 22-, Z rya $l •41 •3C. 3y- r l•OS K 1, 31' �Z I.31 .L� bL- - 1� /3 4.. = I Y, I t/moo = . (' a 6cIJsErt�a ,✓�t_`7 �ur,F = i'43+ 8Z r• 4/ f 3 f 34) (18- 5•z� ) iZ 31Y zj--� h ,(—" (JjF P x /S 3 0,If L = C.7. y S= 13,- i GAIJ i . ��c i • f3�AM I� P, = / sx .�� 9.,- = • y3 X Pz = 3 x -a3x 7. - • 8 = I S,e = 5'• 9r </Z /. 6k 3C = Z. 1 Ih3 USf c low/�.1 ,P�.S3 z "y3 �. S3r11 + 8 (- k 3 3 kS1�zP = o a / VS� L Y�c /oy Z8 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT.................................................................................................................... BY.............r L............ DATE SUBJECT......................................................................................... CHKD. BY........----.---.......DATE...---.............. .............................................. ......................................................................................................... SHEET NO................ 's I LqK s _ /32A PS �LJq_ -ATor__ PIT DC'- z k 3.3 l•� �1 K'LT 3.Z 1�1 3.3 -3. Z t -1•� (\ > � tag = �•-� k � � 1.32 1�sF Q.� g.q -T 1l.1 A ` Q 1C . -3.3 Z -i S S•i q ti C1s = 1-x Z S �J5_ •/O !n� O �—o .p & to M LZ JZ dye lZ N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. ✓ \ .................................................................. BY................kf \..-..... DATE 3::- .. PROJECT.............c................._. ...: 9 .../�... SUBJECT..........-. :fir ra.....1.............................................................................. CHKD. BY.........-----.........DATE.................... ........................................................................................................................................................ SHEET NO............ .. .......... 1: Lrc v�\To 2 S'IX�1- i I�ES�� MAX. pk-�SSJfLs _ ( /8 -. Z )5-1 = /lo,' t=Sr W�j 4�1•I)�•Si�L = n1,21 I� 8 \ -8.3 83 _I.o 2- ve a = 3Z C-o `dr✓,c yY� Z I•y - I.y 7-1 -•� •z N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT............�/� G . ....................................................................................................._................ BY ................ ......... SUBJECT.............ETA... ...sZ.....$� S. .............................................................._.................... CHKD. BY.--•--.........-•-- ... DATE ................... ... ............. SHEETNO .................... .............................. e....... $=.d-I✓) spy. ,.J _ , ct i -a.. 2- 2- .-.)3 H USF TS, Cex Z 3i� L l 3, z �c S, = 32— /2- = /,-7 co /HJ �3 I 11.1 / 19 _ 3 i •oc� CIR0if- /2 SA. J /3 c. Z A\ _ �� C/Z + 1 Z. g -] rH3 Mc ,-3L /A/ O2 3e L-T 7 o L-/ 4 L L (2 3 f 04 UJF C% c.l�. a - I , .- -- -- --- -7�� Ml.tCELLANEOUe- JOB NO. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 1 PROJECT...... IP./.:n......................................................... BY......`:! ................DATE.. =1 SUBJECT,,,_.... '�.............. :..... }..... CHKD. BY.......................DATE.................... ............................... ..��............................................................ SHEET NO....................... ....�.......... k�JEL. 1�7 e 5x 5J+x.I�j {.cF '4T3 p Nl _ L2 0.0-12 2 L2 K - �L2►� c� _ Ash"1 �s = `Z�--CaZ- A kCf-"� 4 n — 11 -. A. (QO (�a4 -- 1,47 As) (ACi lotb,4-) �s = STD L �rEL �S5 d�= CouEC4, =2��► N.G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building m Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOBNO. PROJECT V.. B DATE ... .................................................... . ................................. ................. . .............................................................................. ................ CHKD...BY ....................... DATE SHEET NO...................... ............................................. . ......................................................................................................... ............... F6 A, L -- 2--o' L IL 11 55-7, -7, 60 4 - z B. 4� JOB NO. JF N. G.J A COBS ON& ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT...._.__._............_ ........................._ . ................. ....................... . ............... - BYA:...............__DATE................._ 0 SUBJECT.EIL AV, -7 :1 :7 CHKD . ........... kl: �el ... .. .. . ..... ...& ... . .................... _-DATE .................. r�'71 . .. . .............. . . . . .............. SHEET NO..G�...... d . . ... ..... ... . .. ....... N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT...._.G......................................_....................... }_.........._t...._..._.._...._...... ........................DATE............... 1 /� ... kfit'Y-- ••t.....� ._.__.-......... SUBJECT._......._ ................ CHKD. BY......._....-- .DATE._............... � ___._....._.._...._._._....__.._.........._...._ ..._._ __........ ___.............. -_ __ ._...._....... - __ SHEET NO.�'...- ... ._............. N.G. JACOBSON &ASSOCIATES, INC. 414 Skinner Building a Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT......_ ....................... j ....................... ....... . By .. . . ...................... .... DATE ................... doe SUBJECT.- ne=!eP4 -- ----- ............ . ... . ......... . . . ...................... CHKD.BY ...... --DATE ................... "m 'I r' . SHEET NO. . . . .... . ............... --- �--3714 P, 2,7 _x 4-. amk4vA,4 --------------- N.G. JACOBSON& ASSOCIATES, INC. 414Skinner Budding a Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. - PROJECT.... .....--5r] .......... BY............_ ............. . .. . DATE ................. SUBJECT ... .. .. .. ....... CHKD. BY ___..DATE .................... i;_-p .."! SHEET NO..,..:...::_!_........... (A - t�4 Z_ _'2 _7 > N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. I /' PROJECT.... �...v.............. ............. _...:....__..._....., ...._..._ _ .... B ................... �....___ DATE ................... SUBJECT._ vfl/ c,�w/ ` SUBJECT.-9..C1 .... ........... .... CHKD. BY...........-•---DAT{E...�......,....�-. _._.._.._._.._._._..._-.._.__....___.._........_._.__ ......................-.----.-_ --.._.....- ----- SHEET NO.. S.� . -1 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Buildings Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT..... VMAl� ...................................................................................................... BY -BAT .................... D ATE 4jYV,_.. r; SUBJECT ....... �.VN ............................................. CHKD.BY ....................... DATE .................... ............................................................. e ................................................................................... SHEET NO........._ .9 - 1� .... 10 ................... LAN E &' Y = ro)( + C, a Y M ": I i = (). &3(p-4 c = ly - 0. &*3&4 X y y 13' 00 &7.� 10.85z5 r��m 'U� I F72-0f" ro '7 A= —3-3345 5413 - 1 3 5 w!��) S 4 )� — 0. l3 (a4 X — 3. Se45 Ye = 0. &3&4)< + 2.C634 7- N 7 E F�, (-, F- P T c--. . x y /D.1039 0,00 14,3534 5,2S 13 4-5oz-z 5,S0 14 12.7517 10,-IS X01=(Y", t. 3'su,"5V 6.�G 4 'Ag - (Y, - 2. &-)43)/, L� -D �4 II n Y-, n Ya, Y., n Y,, Y, n Ye N.G. JACOBSON& ASSOCIATES, INC. 414 Skinner Building m Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 PROJECT..-... .. ...................................... ......... r .................................... ................. DATE SUBJECT .... .. .. ........I...?... J� ........ C.-7 ................................ CHKD.I3Y ....................... DATE��/-`/ ................... ........................................................................................................................................................ SHEET NO.............. ...... )j .................. rl wyl, Z, 8 - 2 /%> (7-4) 5 - � 1 112 7-4 ?- ' 32,60 < -) 2,7 4� 4, 4 8N.G'JACOBSON 0kASSOCIATES, INC. 414Skinner Buildings Seattle, Washington 98lO1 cOmmuLTImm swmImssnm Phone: (Area Code 288) 624'7803 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 JOB NO. \ !` PROJECT ....L M `.. BY....RP..21..� 3. �... 4 .................. DATE SUBJECT.................................................................................................................................. CHKD. BY.......................DATE.................... y .............................................. ......................................................................................................... SHEET NO...............�.P.....�.,1............... 1—I �3 z N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. PROJECT ..... .Y..r'.".k.(,/........................................... r .C::�..—.:1 4� SUBJECT ....P�.... ........................................... ............................................._..................................................... Y - o Z ' 5.25 Y3 = 5 ,50 ` 4 =10.? 5 414 Skinner Building ■ Seattle. Washington 98101 Phone: (Area Code 206) 624-78nC.6(3� ............................................... BY...M1�9/ ....-•............. DATE .- .�1.:.5...(... ............................................... CHKD. BY. ...................... DATE. ......-•----.--... ............................................... SHEET NO.............:....................... L N E y= r'l x+ P x Y 3 15e3053 4.9012 ¢ 12e95Z5 9.5-413 FQom F, -, L-1.c� *m4� LA 4.°i012 - 15, 30531 j„73&4 = 1Z,i'3�--;" 0,�a;S 4-= 1. 3c�2a Xa= "(A +5.)573 X$ = Y8 -1.36220 /.63624 7 ��2GEf=TS x Y I I S. 1039 O.00 Yn Y. IZ 1&.3534 YA 3 CO.5ozz 505o Y3 n Y6 14 14.75)7 1 0,I S Y¢ n Y3 JOB NO. 3a4o N. G. JACOBSON & ASSOCIATES, INC CONSULTING ENGINEERS PROJECT.... .................................................. N SUBJECT F� ..... . ........ F ............ 4 1/4 < 3 1 O'�4�, -1 - -7/4 '71 1-155 -7-4 7-4 -7-4 (8 - 3>0 11" 7-4 414 Skinner Building a Seattle, Washington 98101 Phone: (Area Code 206) 624-7863 ................................................... By ................ DATE!-/7 ....................................................... CHKD. BY ....................... DATE .................... ........................................................ SHEET NO . ............. g=-).e L5 6 -4'i4 e5 - 8 '_0 " -7 - 4 '7 PH P\�6- -Z CD JOB NO. 88Q 0 N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624 -7863 PROJECT ..-....!..Ni .............. ! !� pp �, ..................................................................................... BY...� 4.....................DATE.:..- l:.i.... SUBJECT-F...'Z)....... '=`.:! =. ".:......T-K�a ...... F....................................................... CHKD. BY.......-.........-..... QATE .................... ......................................................................... ............................................................................... SHEET NO. ........... �. ....J..-.....-........ N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. PROJECT.... 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' / PROJECT.... �I.�.. .....� . i� -i �I �...: ............................................................................................ BY...............................DATE...11.....f..c ��' "•r� SUBJECT........�� ..................................................................... CHKD. BY.......................DATE.......... ............................ .. ....................................................... SHEET NO......-.... ..... 1................. E N. :>T E. L EV ATE O t-4 UQIDU L= 2d-O� - 2�-34 - -3'¢ - f7,O4 17,o4 L= IS- 2x I�-I'Z +2x4'/ ��,4-C, bg�)D' 01E 12,44, GVQ i G )3� ICE 4�o Z�Cn,ZS f3 41 2 $ -7, 5�,'- I �,1-1, GR)b 1 a 17,04 = 17 04 I(B)624,- 1G.4& `7�'31&,4 - 143,13' 1 O 7,55 =753/ A., 26 3O F,41E:;!� 47 7. 17' 17 PA tJ 6. s 26 3,47 N. G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. . PROJECT .......\1A. ...:.................................................... SUBJECT...r J f .%. i.�_... ��........................... 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JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT ...... Y1 LAC..�(.............4 e iT .) ........................... BY............ /).............. DATE SUBJECT...........................4rJrt,,1......StC.f`................................................ CHKD. BY.......................DATE.................... ...................................F.1..Ga........................................................ SHEET NO.............. ......................... Mvar3gL x 1' .. M��3a� y = Ceo, i X cf.i K , 0 2�' � � _ � - l• � T rZ-( S A-tIL J4. 3. to Pad �o * riw H7 v Mc2. fe , U us C L-j g'- 2 4 TYp. Co L . c- e P= 31ZfKI.$o33 rc 4 � x y T-P- 10L. k- P- 31.2j�f8t;.�Z+ .o2j') - Lam• fc vN>3k� - 30, Zr `1 x o�� = i °: ►i: �� _ 9 Z M x m"0136t - 31. 2, x k,S k•02� x 3 l . i a Y L.�3.11 r1 +c N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Budding. Seattle, Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. PROJECT .... YA1.J_1. 7.X.......M. P.IL t............................................... BY......... /............... DATE.' - ... SUBJECT..r....................................................................... CHKD. BY.. ---..................DATE.................... (OF.`+LE SLD.:............................................................. SHEET NO....:.. ..lo V I z3 o k ToZS1O/'J = •oS-), Z$Sx 1Z'3o 1-7 7 2 pg 8 Z -? Z-1 SN�� C ►9�E 7� yZ _ y — F = 3o$t3T' - 3y31` 2 3-S Ic. N. G. JACOBSON & ASSOCIATES, INC. 414 Skinner Building ■ Seattle. Washington 98101 CONSULTING ENGINEERS Phone: (Area Code 206) 624-7863 JOB NO. V& LV^ `ML�1 L4� L LEn�`iE c� , PROJECT.................`..................................................................._.........._................................ BY ............... ............DATE)-...-.?r...v.: SUBJECT... 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SUBJECT.................................................................................................................................. CHKD. BY.......................DATE.................... ........................................................................................................................................................ SHEET NO.................................................. GAS � ►��0� � �'� I, 5„ 0 7- 1 2 STORM DRAINAGE . _...��...2.�..r..a.—. ...`...v.....n:+-fr.'...�.�1r..."ru... ��.a-1..uJ.. �...✓........f..._n,.�..c.-s...._.raJ..._w...ua�.x.. a.v ..v_�...___ha......r_nJu.....v��..�.11.._..l..r....s..�n...s4�.ua.....rrc,r..�.: .i.':✓.r. n.��_aei 3.}S:u__. NGJ CONSULTING ENGINEERS 520 PIKE STREET SUrm 1620 SEATTLE, WA 981014W4 2%-62A-7W N.G. JACOBSON & ASSOCIATES, INC. STORM DRAINAGE ANALYSIS PROJECT: Valley Medical Center Phase H Parking Garage Renton, Washington 98058 DATE: June 19, 1990 GENERAL INTRODUCTION The project site is located adjacent to the existing 4 level Phase I Parking Garage near the north property line of Valley Medical Center, and west of the Chin Hills Medical Office Building. The Phase H design proposes to add 2 more levels to the existing parking structure and an adjacent new 6 level parking garage. The existing on -grade parking, which is located to the east of the new garage, will be improved. The site presently has approximately 50 percent asphalt parking, while the remainder is made up of mowed field grasses and landscaping. The existing grade is approximately 10 percent sloping evenly to the west. The Phase II garage addition has been designed to have 1.5 levels situated below grade to allow the structure to conform to the existing topography. For purposes of this report, we visited the site on Wednesday June 6, 1990, a day on which occurred unusually high rainfall. This which permitted us to observe the existing drainage features at near maximum capacity. The following is an account of the existing drainage conditions and proposed drainage improvements, for the on -site and downstream drainage courses. FAX 20"2A-M7 Drainage Report - VMC Phase II Garage Page 1 of 4 D 1/ NGJ ON -SITE DRAINAGE ANALYSIS Existing Features: Presently the on -site drainage consists of mostly overland runoff which is tributary to an existing storm drainage system (see GRADING & DRAINAGE PLAN; sheet 2 of 56). The existing storm drainage system has a 30" diameter storm collector pipe which runs along the north side of the hospital access road (which fronts the proposed parking garage) and discharges into an existing rock reinforced, 'highly vegetated' grassy swale near the northwest corner of the hospital property. A separate detention system is in place beneath the west surface parking lot of the Phase I Parking Garage. The City of Renton as -built records indicate 167 LF of 48" diameter underground storm detention pipe, which discharges into the same Swale as the existing 30" diameter collector pipe. This detention structure was designed, approved & constructed for storm flows from both the Phase I and Phase II Parking garages (refer to approved Drainage Calculations for Valley Medical Hospital Parking Garage Facility, dated January 1988). The control manhole has 2 (two) orifices (FROP-T) which permit a discharge of 0.29 CFS at maximum head (as - built). Upon our field visit, the existing detention system appeared to be functioning as designed. The existing drainage swale, downstream of the storm drainage facilities, meanders through a heavily vegetated area and discharges into Panther Creek near the northwest corner of the hospital property line. The storm flow through the existing grassy swale is small when compared to the existing stream flow though Panther Creek. Proposed Facilities: The proposed storm drainage facilities for the Phase II Parking Garage consist of 3 (three) independent collection & conveyance systems. They are as follows: 1.) Surface Parking As shown on the Storm Drainage Plan, surface parking storm water will be directed through a series of inlets and catch basins, and routed through a salvaged & relocated 750 gallon oil/water separator prior to being released into the exiting 30" diameter storm collector pipe. The improved surface parking area to the east of the new Phase II Parking Garage encompasses approximately 4680SF of added impervious asphalt. Consequently, no detention is required per Section 1.2.3-5 (Core Requirement #3 - Runoff Drainage Report - VMC Phase H Garage Page 2 of 4 hj Control) of the new King County Surface Water Design Manual, January 1990 (adopted by the City of Renton, Ordinance No. 4269). See attached 'Hydraulic Calculation Worksheet' for pipe sizing and storm system design. 2.) Garage Roofs: The storm water runoff from the Phase I & II Parking Garage roofs will be routed through a series of 6" diameter galvanized cast iron (schedule 40) pipes within the garage, and discharged into the existing underground detention system in the west surface parking lot adjacent to the Phase I Parking Garage (see mechanical plans). Storm flows will then travel through the existing FROP-T multiple orifice and a new oil/water separator prior to discharge into the existing grassy swale. 3.) Covered Floors: All new covered floor drains will be collected and routed through a 2690 gallon oil/water separator prior to discharge into the sanitary sewer (see mechanical and civil plans). All of the storm conveyance systems have been designed to pass the storm runoff through independent oil/water separators to enhance storm discharge water quality. DOWNSTREAM ANALYSIS Existing Features: The existing storm drainage grassy swale meanders through the hospital property through a heavily vegetated area with an abundance of underbrush. During our field visit, the grassy swale channel was capably handling the increased hydraulic flows due to the heavy rainfall. No appreciable erosion was visible. The swale itself, is heavily vegetated with various grasses and aquatic plants. The existing grassy drainage swale is well over 200 feet in length prior to its discharge into Panther Creek. Panther Creek flows northwest to north, and flows into the Black River which is tributary to the Duwamish River and ultimately discharges into Puget Sound. Drainage Report - VMC Phase II Garage Page 3 of 4 D 3 Proposed Facilities: None are proposed. CONCLUSION The downstream watercourses will be minimally impacted by the proposed project. Runoff volume increases are alleviated by the storage/controlled release of the existing underground storm detention facility. Prior to construction, staked limits of the proposed clearing and grading limits be installed, as well as erosion control measures, to ensure that downstream water quality is maintained during construction. The use of a FROP-T outlet, oil/water separators, and the existing grassy swale as a biofilter, have been incorporated into the design to further ensure that appropriate runoff water quantities, and quality will be maintained throughout the project life. The project's storm drainage system have been designed in accordance with the guidelines and requirements of the City of Renton. Drainage Report - VMC Phase H Garage Page 4 of 4 D 4 i HYDRAULIC CALCULATION WORKSHEET STORM SEWER HYDRAULICS - Valley Medical Center Ph. If Parking N.G. Jacobson & Associates, Inc. DISK: CIVIL 1 Seattle, Washington 98101 DATE: 6-13-90 Corrugated Metal & Polyethylene Pipe Design (206) 624-7863 CALC. BY: 0. Swanson CHK'D. BY: AREA OF TRIG. BASINS (A) HYDRAULIC CALCULATION WORKSHEET STORM SEWER HYDRAULICS - Valley Medical Center Ph. If Parking N.G. Jacobson & Associates, Inc. DISK: CIVIL 1 Seattle, Washington 98101 DATE: 6-13-90 Corrugated Metal & Polyethylene Pipe Design (206) 624-7863 CALC. BY: 0. Swanson CHK'D. BY: AREA OF TRIG. BASINS (A) LENGTH OF OVER- LAND FLOW TIME OF CONCENTRATION (minutes) LAND PIPE I TOTAL RAINFALL INT. (25 yr.) (i) AVG. RUN OFF COEF. (c) DISCHARGE INTO UPPER CO 0=A*c*i (0) SECTION OF STORM DRAINAGE SYSTEM SIZE OF PIPE (Dia.) INVERT ELEVATION SLOPE PIPE MAT. FULL CAP. (Of) FULL VEL. (Vf) VEIL. AT DESIGN 0 (Vd) RIM ELEV. OF UPPER CB COVER OVER PIPE AT UPPER CB TYPE (SIZE) OF UPPER CB N0. ACRES FEET Tl T Tc IN./HR. CFS DIST UPPER LOWER IN. UPPER LOWER FT/FT CFS FPS FPS FT 4 0.02 2.70 0.10 Since < 2 0.60 0.03 8 IL 3 CS 4 4 67.66 67.56 0.0125 CPP 0.15 1.76 1.41 71.10 3.11 Inlet site acres, assume 2.70 3 0.02 25 0.90 0.28 104 CB 4 CS 3 12 66.89 64.83 0.0198 CMP 2.72 3.46 2.18 71.50 3.61 I yr. rainfall intensity for 2.70 0.08 0.90 0.05 8 IL 2 CS 3 4 65.60 65.50 0.0125 CPP 0.15 1.76 1.55 68.60 2.67 Inlet Tc=S min. at 2.70 in/hr is 2.70 2 0.02 0.90 0.52 67 CS 3 CO 2 12 64.83 64.14 0.0103 CMP 1.96 2.50 2.12 71.75 5.92 1I constant over entire parking 2.70 0.07 0.60 0.03 8 IL 1 CB 2 4 67.00 64.81 0.2738 CPP 0.72 8.24 3.96 68.80 1.47 Inlet area. I I I 2.70 1 0.04 0.90 0.72 66 CB 2 CB 1 12 64.14 63.49 0.0099 CMP 1.92 2.44 2.27 72.00 6.86 II 2.70 Oil/Water Separator w/ solid lid No Inflow 0.50 0.77 23 CS 1 O/W Sep. 12 63.49 63.28 0.0091 CMP 1.84 2.35 2.23 72.00 7.51 II I I I 0.77 25 0/W Sep. Ex. M.N. 12 63.03 58.50 0.1812 CMP 8.21 10.46 6.38 66.70 2.67 Vault Concrete Pipe (Conc.); n = 0.012 Corrugated Polyethylene Pipe (CPP); n - 0.018 Corrugated Metal Pipe (CMP); n = 0.024 d FILE: VMCSTRMI.XLS 6/18/90 @ 3:19 PM PAGE 1 OF 1 LY N.G. Jacobson Associates, Inc. PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 0 Acres AREA = 1.45 Acres CN = 86 CN = 98 S = 1.63 S = 0.20 0.2S = 0.33 0.2S = 0.04 Peak Discharge = 0.9 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0080 0.0080 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0080 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0080 0.0240 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0080 0.0320 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 50 0.0040 0.0080 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 60 0.0040 0.0080 0.0480 0.0000 0.0000 0.0002 0.0002 0.0002 0.00 0.00 70 0.0040 0.0080 0.0560 0.0000 0.0000 0.0011 0.0008 0.0008 0.01 0.01 80 0.0040 0.0080 0.0640 0.0000 0.0000 0.0024 0.0013 0.0013 0.01 0.01 90 0.0040 0.0080 0.0720 0.0000 0.0000 0.0041 0.0018 0.0018 0.02 0.01 100 0.0040 0.0080 0.0800 0.0000 0.0000 0.0063 0.0022 0.0022 0.02 0.02 110 0.0050 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0032 0.03 0.03 120 0.0050 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0038 0.03 0.03 130 0.0050 0.0100 0.1100 0.0000 0.0000 0.0175 0.0042 0.0042 0.04 0.04 140 0.0050 0.0100 0.1200 0.0000 0.0000 0.0221 0.0046 0.0046 0.04 0.04 150 0.0050 0.0100 0.1300 0.0000 0.0000 0.0271 0.0050 0.0050 0.04 0.04 160 0.0050 0.0100 0.1400 0.0000 0.0000 0.0324 0.0053 0.0053 0.05 0.05 170 0.0060 0.0120 0.1520 0.0000 0.0000 0.0392 0.0068 0.0068 0.06 0.06 180 0.0060 0.0120 0.1640 0.0000 0.0000 0.0464 0.0072 0.0072 0.06 0.06 190 0.0060 0.0120 0.1760 0.0000 0.0000 0.0539 0.0075 0.0075 0.07 0.06 200 0.0060 0.0120 0.1880 0.0000 0.0000 0.0617 0.0078 0.0078 0.07 0.07 210 0.0060 0.0120 0.2000 0.0000 0.0000 0.0698 0.0081 0.0081 0.07 0.07 220 0.0060 0.0120 0.2120 0.0000 0.0000 0.0781 0.0083 0.0083 0.07 0.07 230 0.0070 0.0140 0.2260 0.0000 0.0000 0.0881 0.0100 0.0100 0.09 0.08 240 0.0070 0.0140 0.2400 0.0000 0.0000 0.0984 0.0103 0.0103 0.09 0.09 250 0.0070 0.0140 0.2540 0.0000 0.0000 0.1089 0.0105 0.0105 0.09 0.09 260 0.0070 0.0140 0.2680 0.0000 0.0000 0.1197 0.0108 0.0108 0.09 0.09 270 0.0070 0.0140 0.2820 0.0000 0.0000 0.1306 0.0110 0.0110 0.10 0.10 280 0.0070 0.0140 0.2960 0.0000 0.0000 0.1418 0.0111 0.0111 0.10 0.10 290 0.0082 0.0164 0.3124 0.0000 0.0000 0.1551 0.0133 0.0133 0.12 0.11 300 0.0082 0.0164 0.3288 0.0000 0.0000 0.1685 0.0135 0.0135 0.12 0.12 310 0.0082 0.0164 0.3452 0.0002 0.0002 0.1822 0.0137 0.0137 0.12 0.12 320 0.0082 0.0164 0.3616 0.0008 0.0005 0.1961 0.0138 0.0138 0.12 0.12 330 0.0082 0.0164 0.3780 0.0016 0.0009 0.2101 0.0140 0.0140 0.12 0.12 340 0.0082 0.0164 0.3944 0.0028 0.0012 0.2242 0.0141 0.0141 0.12 0.12 350 0.0095 0.0190 0.4134 0.0045 0.0017 0.2407 0.0165 0.0165 0.15 0.14 D:\DAVE\SBUH.XLS 6/18/90 Page 1 OF 3 D Cc N.G. Jacobson Associates, Inc. 360 0.0095 0.0190 0.4324 0.0066 0.0021 0.2574 0.0167 0.0167 0.15 0.15 370 0.0095 0.0190 0.4514 0.0090 0.0024 0.2743 0.0168 0.0168 0.15 0.15 �•- 380 0.0095 0.0190 0.4704 0.0118 0.0028 0.2912 0.0170 0.0170 0.15 0.15 390 0.0095 0.0190 0.4894 0.0150 0.0031 0.3083 0.0171 0.0171 0.15 0.15 400 0.0095 0.0190 0.5084 0.0185 0.0035 0.3255 0.0172 0.0172 0.15 0.15 410 0.0133 0.0266 0.5350 0.0239 0.0054 0.3497 0.0242 0.0242 0.21 0.20 420 0.0133 0.0266 0.5616 0.0299 0.0060 0.3742 0.0244 0.0244 0.21 0.22 430 0.0133 0.0266 0.5882 0.0365 0.0066 0.3987 0.0246 0.0246 0.22 0.21 440 0.0180 0.0360 0.6242 0.0463 0.0098 0.4322 0.0335 0.0335 0.29 0'.28 450 0.0180 0.0360 0.6602 0.0571 0.0108 0.4659 0.0337 0.0337 0.30 0.30 460 0.0340 0.0680 0.7282 0.0798 0.0228 0.5300 0.0641 0.0641 0.56 0.50 470 0.0540 0.1080 0.8362 0.1219 0.0421 0.6330 0.1030 0.1030 0.90 0.87 480 0.0270 0.0540 0.8902 0.1454 0.0235 0.6848 0.0519 0.0519 0.45 0.57 490 0.0180 0.0360 0.9262 0.1619 0.0165 0.7195 0.0347 0.0347 0.30 0.27 500 0.0134 0.0268 0.9530 0.1745 0.0127 0.7454 0.0259 0.0259 0.23 0.26 510 0.0134 0.0268 0.9798 0.1875 0.0130 0.7713 0.0259 0.0259 0.23 0.21 520 0.0134 0.0268 1.0066 0.2009 0.0133 0.7973 0.0260 0.0260 0.23 0.24 530 0.0088 0.0176 1.0242 0.2098 0.0089 0.8144 0.0171 0.0171 0.15 0.16 540 0.0088 0.0176 1.0418 0.2188 0.0090 0.8315 0.0171 0.0171 0.15 0.15 550 0.0088 0.0176 1.0594 0.2280 0.0092 0.8486 0.0171 0.0171 0.15 0.15 560 0.0088 0.0176 1.0770 0.2373 0.0093 0.8657 0.0171 0.0171 0.15 0.15 570 0.0088 0.0176 1.0946 0.2467 0.0094 0.8828 0.0171 0.0171 0.15 0.15 580 0.0088 0.0176 1.1122 0.2563 0.0095 0.9000 0.0171 0.0171 0.15 0.15 590 0.0088 0.0176 1.1298 0.2659 0.0097 0.9171 0.0172 0.0172 0.15 0.15 600 0.0088 0.0176 1.1474 0.2757 0.0098 0.9343 0.0172 O.U172 0.15 0.15 610 0.0088 0.0176 1.1650 0.2856 0.0099 0.9515 0.0172 0.0172 0.15 0.15 620 0.0088 0.0176 1.1826 0.2956 0.0100 0.9686 0.0172 0.0172 0.15 0.15 630 0.0088 0.0176 1.2002 0.3057 0.0101 0.9858 0.0172 0.0172 0.15 0.15 640 0.0088 0.0176 1.2178 0.3159 0.0102 1.0031 0.0172 0.0172 0.15 0.15 650 0.0072 0.0144 1.2322 0.3243 0.0084 1.0171 0.0141 0.0141 0.12 0.13 660 0.0072 0.0144 1.2466 0.3328 0.0085 1.0312 0.0141 0.0141 0.12 0.12 670 0.0072 0.0144 1.2610 0.3414 0.0086 1.0453 0.0141 0.0141 0.12 0.13 680 0.0072 0.0144 1.2754 0.3500 0.0086 1.0595 0.0141 0.0141 0.12 0.12 690 0.0072 0.0144 1.2898 0.3587 0.0087 1.0736 0.0141 0.0141 0.12 0.12 700 0.0072 0.0144 1.3042 0.3674 0.0088 1.0877 0.0141 0.0141 0.12 0.12 710 0.0072 0.0144 1.3186 0.3762 0.0088 1.1018 0.0141 0.0141 0.12 0.12 720 0.0072 0.0144 1.3330 0.3851 0.0089 1.1159 0.0141 0.0141 0.12 0.12 730 0.0072 0.0144 1.3474 0.3940 0.0089 1.1301 0.0141 0.0141 0.12 0.12 740 0.0072 0.0144 1.3618 0.4030 0.0090 1.1442 0.0141 0.0141 0.12 0.12 750 0.0072 0.0144 1.3762 0.4121 0.0091 1.1584 0.0141 0.0141 0.12 0.12 760 0.0072 0.0144 1.3906 0.4212 0.0091 1.1725 0.0141 0.0141 0.12 0.12 770 0.0057 0.0114 1.4020 0.4285 0.0073 1.1837 0.0112 0.0112 0.10 0.10 780 0.0057 0.0114 1.4134 0.4357 0.0073 1.1949 0.0112 0.0112 0.10 0.10 790 0.0057 0.0114 1.4248 0.4431 0.0073 1.2061 0.0112 0.0112 0.10 0.10 800 0.0057 0.0114 1.4362 0.4504 0.0074 1.2173 0.0112 0.0112 0.10 0.10 810 0.0057 0.0114 1.4476 0.4578 0.0074 1.2286 0.0112 0.0112 0.10 0.10 820 0.0057 0.0114 1.4590 0.4652 0.0074 1.2398 0.0112 0.0112 0.10 0.10 830 0.0057 0.0114 1.4704 0.4727 0.0075 1.2510 0.0112 0.0112 0.10 0.10 840 0.0057 0.0114 1.4818 0.4802 0.0075 1.2622 0.0112 0.0112 0.10 0.10 850 0.0057 0.0114 1.4932 0.4877 0.0075 1.2734 0.0112 0.0112 0.10 0.10 860 0.0057 0.0114 1.5046 0.4952 0.0075 1.2847 0.0112 0.0112 0.10 0.10 870 0.0057 0.0114 1.5160 0.5028 0.0076 1.2959 0.0112 0.0112 0.10 0.10 880 0.0057 0.0114 1.5274 0.5104 0.0076 1.3071 0.0112 0.0112 0.10 0.10 890 0.0050 0.0100 1.5374 0.5171 0.0067 1.3170 0.0099 0.0099 0.09 0.09 900 0.0050 0.0100 1.5474 0.5239 0.0067 1.3268 0.0099 0.0099 0.09 0.09 910 0.0050 0.0100 1.5574 0.5306 0.0067 1.3367 0.0099 0.0099 0.09 0.09 920 0.0050 0.0100 1.5674 0.5374 0.0068 1.3466 0.0099 0.0099 0.09 0.09 930 0.0050 0.0100 1.5774 0.5442 0.0068 1.3564 0.0099 0.0099 0.09 0.09 940 0.0050 0.0100 1.5874 0.5510 0.0068 1.3663 0.0099 0.0099 0.09 0.09 950 0.0050 0.0100 1.5974 0.5578 0.0068 1.3762 0.0099 0.0099 0.09 0.09 960 0.0050 0.0100 1.6074 0.5647 0.0069 1.3860 0.0099 0.0099 0.09 0.09 970 0.0050 0.0100 1.6174 0.5716 0.0069 1.3959 0.0099 0.0099 0.09 0.09 980 0.0050 0.0100 1.6274 0.5785 0.0069 1.4058 0.0099 0.0099 0.09 0.09 990 0.0050 0.0100 1.6374 0.5854 0.0069 1.4156 0.0099 0.0099 0.09 0.09 D:\DAVE\SBUH.XLS 6/18/90 Page 2 OF 3 b7, N.G. Jacobson Associates, Inc. 1000 0.0050 0.0100 1.6474 0.5923 0.0069 1.4255 0.0099 0.0099 0.09 0.09 1010 0.0040 0.0080 1.6554 0.5979 0.0056 1.4334 0.0079 0.0079 0.07 0.07 \.:. 1020 0.0040 0.0080 1.6634 0.6035 0.0056 1.4413 0.0079 0.0079 0.07 0.07 1030 0.0040 0.0080 1.6714 0.6091 0.0056 1.4492 0.0079 0.0079 0.07 0.07 1040 0.0040 0.0080 1.6794 0.6147 0.0056 1.4571 0.0079 0.0079 0.07 0.07 1050 0.0040 0.0080 1.6874 0.6203 0.0056 1.4650 0.0079 0.0079 0.07 0.07 1060 0.0040 0.0080 1.6954 0.6259 0.0056 1.4729 0.0079 0.0079 0.07 0.07 1070 0.0040 0.0080 1.7034 0.6316 0.0056 1.4808 0.0079 0.0079 0.07 0.07 1080 0.0040 0.0080 1.7114 0.6372 0.0057 1.4887 0.0079 0.0079 0.07 0.07 1090 0.0040 0.0080 1.7194 0.6429 0.0057 1.4966 0.0079 0.0079 0.07 0.07 1100 0.0040 0.0080 1.7274 0.6486 0.0057 1.5045 0.0079 0.0079 0.07 0.07 1110 0.0040 0.0080 1.7354 0.6543 0.0057 1.5124 0.0079 0.0079 0.07 0.07 1120 0.0040 0.0080 1.7434 0.6600 0.0057 1.5203 0.0079 0.0079 0.07 0.07 1130 0.0040 0.0080 1.7514 0.6657 0.0057 1.5283 0.0079 0.0079 0.07 0.07 1140 0.0040 0.0080 1.7594 0.6715 0.0057 1.5362 0.0079 0.0079 0.07 0.07 1150 0.0040 0.0080 1.7674 0.6772 0.0057 1.5441 0.0079 0.0079 0.07 0.07 1160 0.0040 0.0080 1.7754 0.6830 0.0058 1.5520 0.0079 0.0079 0.07 0.07 1170 0.0040 0.0080 1.7834 0.6B87 0.0058 1.5599 0.0079 0.0079 0.07 0.07 1180 0.0040 0.0080 1.7914 0.6945 0.0058 1.5678 0.0079 0.0079 0.07 0.07 1190 0.0040 0.0080 1.7994 0.7003 0.0058 1.5757 0.0079 0.0079 0.07 0.07 1200 0.0040 0.0080 1.8074 0.7061 0.0058 1.5836 0.0079 0.0079 0.07 0.07 1210 0.0040 0.0080 1.8154 0.7119 0.0058 1.5916 0.0079 0.0079 0.07 0.07 1220 0.0040 0.0080 1.8234 0.7177 0.0058 1.5995 0.0079 0.0079 0.07 0.07 1230 0.0040 0.0080 1.8314 0.7236 0.0058 1.6074 0.0079 0.0079 0.07 0.07 1240 0.0040 0.0080 1.8394 0.7294 0.0058 1.6153 0.0079 0.0079 0.07 0.07 1250 0.0040 0.0080 1.8474 0.7353 0.0059 1.6232 0.0079 0.0079 0.07 0.07 1260 0.0040 0.0080 1.8554 0.7411 0.0059 1.6311 0.0079 0.0079 0.07 0.07 1270 0.0040 0.0080 1.8634 0.7470 0.0059 1.6391 0.0079 0.0079 0.07 0.07 1280 0.0040 0.0080 1.8714 0.7529 0.0059 1.6470 0.0079 0.0079 0.07 0.07 1290 0.0040 0.0080 1.8794 0.7588 0.0059 1.6549 0.0079 0.0079 0.07 0.07 1300 0.0040 0.0080 1.8874 0.7647 0.0059 1.6628 0.0079 0.0079 0.07 0.07 1310 0.0040 0.0080 1.8954 0.7707 0.0059 1.6707 0.0079 0.0079 0.07 0.07 1320 0.0040 0.0080 1.9034 0.7766 0.0059 1.6787 0.0079 0.0079 0.07 0.07 1330 0.0040 0.0080 1.9114 0.7825 0.0059 1.6866 0.0079 0.0079 0.07 0.07 1340 0.0040 0.0080 1.9194 0.7885 0.0060 1.6945 0.0079 0.0079 0.07 0.07 1350 0.0040 0.0080 1.9274 0.7944 0.0060 1.7024 0.0079 0.0079 0.07 0.07 1360 0.0040 0.0080 1.9354 0.8004 0.0060 1.7103 0.0079 0.0079 0.07 0.07 1370 0.0040 0.0080 1.9434 0.8064 0.0060 1.7183 0.0079 0.0079 0.07 0.07 1380 0.0040 0.0080 1.9514 0.8124 0.0060 1.7262 0.0079 0.0079 0.07 0.07 1390 0.0040 0.0080 1.9594 0.8184 0.0060 1.7341 0.0079 0.0079 0.07 0.07 1400 0.0040 0.0080 1.9674 0.8244 0.0060 1.7420 0.0079 0.0079 0.07 0.07 1410 0.0040 0.0080 1.9754 0.8304 0.0060 1.7500 0.0079 0.0079 0.07 0.07 1420 0.0040 0.0080 1.9834 0.8365 0.0060 1.7579 0.0079 0.0079 0.07 0.07 1430 0.0040 0.0080 1.9914 0.8425 0.0060 1.7658 0.0079 0.0079 0.07 0.07 1440 0.0040 0.0080 1.9994 0.8485 0.0061 1.7738 0.0079 0.0079 0.07 0.07 D:\DAVE\SBUH.XLS 6/18/90 Page 3 OF 3 D� N.G. Jacobson Associates, Inc. PROJECT: Valley Medical Center Phase II Parking 6/18/90 _.` SBUH Hydrologic model of existing Phase 18 proposed Phase II Garage areas (top deck only). AREA = 1.45 Acres Pt = 2.9 inches (Total rainfall for 10 year - 24 hour event) dt = 10 min. Tc = 1.26 min. (Existing undeveloped basin) w = 0.7987 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 0 Acres AREA = 1.45 Acres CN = 86 CN = 98 S = 1.63 S = 0.20 0.2S = 0.33 0.2S = 0.04 Peak Discharge = 1.3 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) M of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0116 0.0116 0.0000 - 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0116 0.0232 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0116 0.0348 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0116 0.0464 0.0000 0.0000 0.0001 0.0001 0.0001 0.00 0.00 50 0.0040 0.0116 0.0580 0.0000 0.0000 0.0013 0.0012 0.0012 0.01 0.01 60 0.0040 0.0116 0.0696 0.0000 0.0000 0.0036 0.0022 0.0022 0.02 0.02 70 0.0040 0.0116 0.0812 0.0000 0.0000 0.0067 0.0031 0.0031 0.03 0.03 80 0.0040 0.0116 0.0928 0.0000 0.0000 0.0106 0.0039 0.0039 0.03 0.03 90 0.0040 0.0116 0.1044 0.0000 0.0000 0.0151 0.0046 0.0046 0.04 0.04 100 0.0040 0.0116 0.1160 0.0000 0.0000 0.0202 0.0051 0.0051 0.05 0.04 110 0.0050 0.0145 0.1305 0.0000 0.0000 0.0274 0.0071 0.0071 0.06 0.06 120 0.0050 0.0145 0.1450 0.0000 0.0000 0.0352 0.0078 0.0078 0.07 0.07 130 0.0050 0.0145 0.1595 0.0000 0.0000 0.0436 0.0084 0.0084 0.07 0.07 140 0.0050 0.0145 0.1740 0.0000 0.0000 0.0526 0.0090 0.0090 0.08 0.08 150 0.0050 0.0145 0.1885 0.0000 0.0000 0.0620 0.0094 0.0094 0.08 0.08 160 0.0050 0.0145 0.2030 0.0000 0.0000 0.0718 0.0098 0.0098 0.09 0.09 170 0.0060 0.0174 0.2204 0.0000 0.0000 0.0841 0.0122 0.0122 0.11 0.10 180 0.0060 0.0174 0.2378 0.0000 0.0000 0.0967 0.0127 0.0127 0.11 0.11 190 0.0060 0.0174 0.2552 0.0000 0.0000 0.1098 0.0131 0.0131 0.11 0.11 200 0.0060 0.0174 0.2726 0.0000 0.0000 0.1233 0.0134 0.0134 0.12 0.12 210 0.0060 0.0174 0.2900 0.0000 0.0000 0.1370 0.0137 0.0137 0.12 0.12 220 0.0060 0.0174 0.3074 0.0000 0.0000 0.1510 0.0140 0.0140 0.12 0.12 230 0.0070 0.0203 0.3277 0.0000 0.0000 0.1676 0.0166 0.0166 0.15 0.14 240 0.0070 0.0203 0.3480 0.0003 0.0003 0.1846 0.0169 0.0169 0.15 0.15 250 0.0070 0.0203 0.3683 0.0011 0.0008 0.2018 0.0172 0.0172 0.15 0.15 260 0.0070 0.0203 0.3886 0.0023 0.0013 0.2192 0.0174 0.0174 0.15 0.15 270 0.0070 0.0203 0.4089 0.0041 0.0017 0.2368 0.0176 0.0176 0.15 0.15 280 0.0070 0.0203 0.4292 0.0062 0.0021 0.2546 0.0178 0.0178 0.16 0.16 290 0.0082 0.0238 0.4530 0.0092 0.0030 0.2757 0.0211 0.0211 0.18 0.18 300 0.0082 0.0238 0.4768 0.0128 0.0036 0.2969 0.0213 0.0213 0.19 0.19 310 0.0082 0.0238 0.5005 0.0170 0.0041 0.3184 0.0214 0.0214 0.19 0.19 320 0.0082 0.0238 0.5243 0.0216 0.0046 0.3400 0.0216 0.0216 0.19 0.19 330 0.0082 0.0238 0.5481 0.0268 0.0051 0.3618 0.0218 0.0218 0.19 0.19 340 0.0082 0.0238 0.5719 0.0324 0.0056 0.3836 0.0219 0.0219 0.19 0.19 1 350 0.0095 0.0276 0.5994 0.0394 0.0071 0.4091 0.0255 0.0255 0.22 0.22 D:\DAVE\SBUH.XLS 6/18/90 Page 1 OF 3 DQ N.G. Jacobson Associates, Inc. 360 0.0095 0.0276 0.6270 0.0471 0.0077 0.4348 0.0256 0.0256 0.22 0.23 370 0.0095 0.0276 0.6545 0.0553 0.0082 0.4606 0.0258 0.0258 0.23 0.22 �.. 380 0.0095 0.0276 0.6821 0.0640 0.0087 0.4865 0.0259 0.0259 0.23 0.23 390 0.0095 0.0276 0.7096 0.0733 0.0093 0.5124 0.0260 0.0260 0.23 0.23 400 0.0095 0.0276 0.7372 0.0831 0.0098 0.5385 0.0261 0.0261 0.23 0.23 410 0.0133 0.0386 0.7758 0.0975 0.0145 0.5752 0.0367 0.0367 0.32 0.30 420 0.0133 0.0386 0.8143 0.1129 0.0153 0.6120 0.0368 0.0368 0.32 0.33 430 0.0133 0.0386 0.8529 0.1290 0.0162 0.6490 0.0370 0.0370 0.32 0.32 440 0.0180 0.0522 0.9051 0.1521 0.0231 0.6992 0.0502 0.0502 0.44 0.42 450 0.0180 0.0522 0.9573 0.1766 0.0245 0.7496 0.0504 0.0504 0.44 0.45 460 0.0340 0.0986 1.0559 0.2262 0.0496 0.8452 0.0956 0.0956 0.84 0.75 470 0.0540 0.1566 1.2125 0.3128 0.0866 0.9979 0.1527 0.1527 1.34 1.29 480 0.0270 0.0783 1.2908 0.3593 0.0465 1.0745 0.0767 0.0767 0.67 0.84 490 0.0180 0.0522 1.3430 0.3913 0.0320 1.1257 0.0512 0.0512 0.45 0.40 500 0.0134 0.0389 1.3819 0.4157 0.0244 1.1639 0.0382 0.0382 0.33 0.39 510 0.0134 0.0389 1.4207 0.4404 0.0248 1.2021 0.0382 0.0382 0.34 0.30 520 0.0134 0.0389 1.4596 0.4656 0.0252 1.2403 0.0382 0.0382 0.34 0.35 530 0.0088 0.0255 1.4851 0.4823 0.0167 1.2655 0.0251 0.0251 0.22 0.23 540 0.0088 0.0255 1.5106 0.4992 0.0169 1.2906 0.0251 0.0251 0.22 0.21 550 0.0088 0.0255 1.5361 0.5163 0.0170 1.3157 0.0251 0.0251 0.22 0.22 560 0.0088 0.0255 1.5616 0.5335 0.0172 1.3409 0.0252 0.0252 0.22 0.22 570 0.0088 0.0255 1.5872 0.5508 0.0173 1.3661 0.0252 0.0252 0.22 0.22 580 0.0088 0.0255 1.6127 0.5683 0.0175 1.3912 0.0252 0.0252 0.22 0.22 590 0.0088 0.0255 1.6382 0.5859 0.0176 1.4164 0.0252 0.0252 0.22 0.22 600 0.0088 0.0255 1.6637 0.6037 0.0178 1.4416 0.0252 0.0252 0.22 0.22 610 0.0088 0.0255 1.6892 0.6216 0.0179 1.4668 0.0252 0.0252 0.22 0.22 620 0.0088 0.0255 1.7148 0.6396 0.0180 1.4920 0.0252 0.0252 0.22 0.22 630 0.0088 0.0255 1.7403 0.6578 0.0182 1.5173 0.0252 0.0252 0.22 0.22 640 0.0088 0.0255 1.7658 0.6761 0.0183 1.5425 0.0252 0.0252 0.22 0.22 650 0.0072 0.0209 1.7867 0.6911 0.0150 1.5632 0.0206 0.0206 0.18 0.19 660 0.0072 0.0209 1.8076 0.7062 0.0151 1.5838 .0.0207 0.0207 0.18 0.18 670 0.0072 0.0209 1.8284 0.7214 0.0152 1.6045 0.0207 0.0207 0.18 0.18 680 0.0072 0.0209 1.8493 0.7367 0.0153 1.6251 0.0207 0.0207 0.18 0.18 690 0.0072 0.0209 1.8702 0.7520 0.0153 1.6458 0.0207 0.0207 0.18 0.18 700 0.0072 0.0209 1.8911 0.7675 0.0154 1.6665 0.0207 0.0207 0.18 0.18 710 0.0072 0.0209 1.9120 0.7829 0.0155 1.6871 0.0207 0.0207 0.18 0.18 720 0.0072 0.0209 1.9328 0.7985 0.0156 1.7078 0.0207 0.0207 0.18 0.18 730 0.0072 0.0209 1.9537 0.8141 0.0156 1.7285 0.0207 0.0207 0.18 0.18 740 0.0072 0.0209 1.9746 0.8298 0.0157 1.7492 0.0207 0.0207 0.18 0.18 750 0.0072 0.0209 1.9955 0.8456 0.0158 1.7699 0.0207 0.0207 0.18 0.18 760 0.0072 0.0209 2.0164 0.8614 0.0158 1.7906 0.0207 0.0207 0.18 0.18 770 0.0057 0.0165 2.0329 0.8740 0.0126 1.8070 0.0164 0.0164 0.14 0.15 780 0.0057 0.0165 2.0494 0.8866 0.0126 1.8234 0.0164 0.0164 0.14 0.14 790 0.0057 0.0165 2.0660 0.8992 0.0126 1.8397 0.0164 0.0164 0.14 0.15 800 0.0057 0.0165 2.0825 0.9119 0.0127 1.8561 0.0164 0.0164 0.14 0.14 810 0.0057 0.0165 2.0990 0.9247 0.0127 1.8725 0.0164 0.0164 0.14 0.14 820 0.0057 0.0165 2.1155 0.9374 0.0128 1.8889 0.0164 0.0164 0.14 0.14 830 0.0057 0.0165 2.1321 0.9502 0.0128 1.9053 0.0164 0.0164 0.14 0.14 840 0.0057 0.0165 2.1486 0.9631 0.0128 1.9217 0.0164 0.0164 0.14 0.14 850 0.0057 0.0165 2.1651 0.9759 0.0129 1.9381 0.0164 0.0164 0.14 0.14 860 0.0057 0.0165 2.1817 0.9888 0.0129 1.9545 0.0164 0.0164 0.14 0.14 870 0.0057 0.0165 2.1982 1.0018 0.0129 1.9709 0.0164 0.0164 0.14 0.14 880 0.0057 0.0165 2.2147 1.0147 0.0130 1.9873 0.0164 0.0164 0.14 0.14 890 0.0050 0.0145 2.2292 1.0261 0.0114 2.0017 0.0144 0.0144 0.13 0.13 900 0.0050 0.0145 2.2437 1.0376 0.0114 2.0161 0.01" 0.0144 0.13 0.12 910 0.0050 0.0145 2.2582 1.0490 0.0115 2.0305 0.0144 0.0144 0.13 0.13 920 0.0050 0.0145 2.2727 1.0605 0.0115 2.0449 0.0144 0.0144 0.13 0.13 930 0.0050 0.0145 2.2872 1.0720 0.0115 2.0593 0.0144 0.0144 0.13 0.13 940 0.0050 0.0145 2.3017 1.0835 0.0115 2.0737 0.0144 0.0144 0.13 0.13 950 0.0050 0.0145 2.3162 1.0951 0.0116 2.0881 0.0144 0.0144 0.13 0.13 960 0.0050 0.0145 2.3307 1.1067 0.0116 2.1025 0.0144 0.0144 0.13 0.13 970 0.0050 0.0145 2.3452 1.1183 0.0116 2.1169 0.0144 0.0144 0.13 0.13 980 0.0050 0.0145 2.3597 1.1299 0.0116 2.1313 0.0144 0.0144 0.13 0.13 990 0.0050 0.0145 2.3742 1.1415 0.0116 2.1457 0.0144 0.0144 0.13 0.13 D:\DAVE\S8UH.XLS 6/18/90 Page 2 OF 3 Dli ....�...,.......,a...._..-.......r_..r...�_.,..�.,_..c..............._...,,1.-tJ.�._..�........,,....,.. .. ....._,...+.,.....�...u..._..uc,...,_....e...._,>._...._........_..............��..._...._..;_....,_._...._.-u,w�va..........!Stk_'.�._..e�a ... es.....�...... 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Jacobson Associates, Inc. 1000 0.0050 0.0145 2.3887 1.1532 0.0117 2.1602 0.0144 0.0144 0.13 0.13 1010 0.0040 0.0116 2.4003 1.1626 0.0094 2.1717 0.0115 0.0115 0.10 0.11 1020 0.0040 0.0116 2.4119 1.1719 0.0094 2.1832 0.0115 0.0115 0.10 0.10 1030 0.0040 0.0116 2.4235 1.1813 0.0094 2.1947 0.0115 0.0115 0.10 0.10 1040 0.0040 0.0116 2.4351 1.1907 0.0094 2.2063 0.0115 0.0115 0.10 0.10 1050 0.0040 0.0116 2.4467 1.2001 0.0094 2.2178 0.0115 0.0115 0.10 0.10 1060 0.0040 0.0116 2.4583 1.2095 0.0094 2.2293 0.0115 0.0115 0.10 0.10 1070 0.0040 0.0116 2.4699 1.2190 0.0094 2.2408 0.0115 0.0115 0.10 0.10 1080 0.0040 0.0116 2.4815 1.2284 0.0094 2.2524 0.0115 0.0115 0.10 0:10 1090 0.0040 0.0116 2.4931 1.2379 0.0095 2.2639 0.0115 0.0115 0.10 0.10 1100 0.0040 0.0116 2.5047 1.2473 0.0095 2.2754 0.0115 0.0115 0.10 0.10 1110 0.0040 0.0116 2.5163 1.2568 0.0095 2.2870 0.0115 0.0115 0.10 0.10 1120 0.0040 0.0116 2.5279 1.2663 0.0095 2.2985 0.0115 0.0115 0.10 0.10 1130 0.0040 0.0116 2.5395 1.2758 0.0095 2.3100 0.0115 0.0115 0.10 0.10 1140 0.0040 0.0116 2.5511 1.2854 0.0095 2.3216 0.0115 0.0115 0.10 0.10 1150 0.0040 0.0116 2.5627 1.2949 0.0095 2.3331 0.0115 0.0115 0.10 0.10 1160 0.0040 0.0116 2.5743 1.3044 0.0095 2.3446 0.0115 0.0115 0.10 0.10 1170 0.0040 0.0116 2.5859 1.3140 0.0096 2.3562 0.0115 0.0115 0.10 0.10 1180 0.0040 0.0116 2.5975 1.3236 0.0096 2.3677 0.0115 0.0115 0.10 0.10 1190 0.0040 0.0116 2.6091 1.3332 0.0096 2.3793 0.0115 0.0115 0.10 0.10 1200 0.0040 0.0116 2.6207 1.3428 0.0096 2.3908 0.0115 0.0115 0.10 0.10 1210 0.0040 0.0116 2.6323 1.3524 0.0096 2.4023 0.0115 0.0115 0.10 0.10 1220 0.0040 0.0116 2.6439 1.3620 0.0096 2.4139 0.0115 0.0115 0.10 0.10 1230 0.0040 0.0116 2.6555 1.3716 0.0096 2.4254 0.0115 0.0115 0.10 0.10 1240 0.0040 0.0116 2.6671 1.3813 0.0096 2.4369 0.0115 0.0115 0.10 0.10 1250 0.0040 0.0116 2.6787 1.3909 0.0097 2.4485 0.0115 0.0115 0.10 0.10 1260 0.0040 0.0116 2.6903 1.4006 0.0097 2.4600 0.0115 0.0115 0.10 0.10 1270 0.0040 0.0116 2.7019 1.4103 0.0097 2.4716 0.0115 0.0115 0.10 0.10 1280 0.0040 0.0116 2.7135 1.4199 0.0097 2.4831 0.0115 0.0115 0.10 0.10 1290 0.0040 0.0116 2.7251 1.4296 0.0097 2.4947 0.0115 0.0115 0.10 0.10 1300 0.0040 0.0116 2.7367 1.4394 0.0097 2.5062 0.0115 0.0115 0.10 0.10 1310 0.0040 0.0116 2.7483 1.4491 0.0097 2.5177 0.0115 0.0115 0.10 0.10 1320 0.0040 0.0116 2.7599 1.4588 0.0097 2.5293 0.0115 0.0115 0.10 0.10 1330 0.0040 0.0116 2.7715 1.4686 0.0097 2.5408 0.0115 0.0115 0.10 0.10 1340 0.0040 0.0116 2.7831 1.4783 0.0098 2.5524 0.0115 0.0115 0.10 0.10 1350 0.0040 0.0116 2.7947 1.4881 0.0098 2.5639 0.0115 0.0115 0.10 0.10 1360 0.0040 0.0116 2.8063 1.4978 0.0098 2.5755 0.0115 0.0115 0.10 0.10 1370 0.0040 0.0116 2.8179 1.5076 0.0098 2.5870 0.0115 0.0115 0.10 0.10 1380 0.0040 0.0116 2.8295 1.5174 0.0098 2.5985 0.0115 0.0115 0.10 0.10 1390 0.0040 0.0116 2.8411 1.5272 0.0098 2.6101 0.0115 0.0115 0.10 0.10 1400 0.0040 0.0116 2.8527 1.5370 0.0098 2.6216 0.0115 0.0115 0.10 0.10 1410 0.0040 0.0116 2.8643 1.5469 0.0098 2.6332 0.0115 0.0115 0.10 0.10 1420 0.0040 0.0116 2.8759 1.5567 0.0098 2.6447 0.0115 0.0115 0.10 0.10 1430 0.0040 0.0116 2.8875 1.5665 0.0098 2.6563 0.0115 0.0115 0.10 0.10 1440 0.0040 0.0116 2.8991 1.5764 0.0099 2.6678 0.0115 0.0115 0.10 0.10 D:\DAVE\SBUH.XLS 6/18/90 Page 3 OF 3 w N.G. Jacobson Associates, Inc. PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 0 Acres AREA = 1.45 Acres CM = 86 CN = 98 S = 1.63 S = 0.20 0.2S = 0.33 0.2S = 0.04 Peak Discharge = 1.8 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0156 0.0156 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0156 0.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0156 0.0468 6.0000 0.0000 0.0002 0.0002 0.0002 0.00 0.00 40 0.0040 0.0156 0.0624 0.0000 0.0000 0.0021 0.0019 0.0019 0.02 0.01 50 0.0040 0.0156 0.0780 0.0000 0.0000 0.0057 0.0037 0.0037 0.03 0.03 60 0.0040 0.0156 0.0936 0.0000 0.0000 0.0108 0.0051 0.0051 0.04 0.04 70 0.0040 0.0156 0.1092 0.0000 0.0000 0.0172 0.0063 0.0063 0.06 0.05 80 0.0040 0.0156 0.1248 0.0000 0.0000 0.0245 0.0073 0.0073 0.06 0.06 90 0.0040 0.0156 0.1404 0.0000 0.0000 0.0327 0.0082 0.0082 0.07 0.07 100 0.0040 0.0156 0.1560 0.0000 0.0000 0.0416 0.0089 0.0089 0.08 0.08 110 0.0050 0.0195 0.1755 0.0000 0.0000 0.0535 0.0120 0.0120 0.11 0.10 120 0.0050 0.0195 0.1950 0.0000 0.0000 0.0664 0.0128 0.0128 0.11 0.11 130 0.0050 0.0195 0.2145 0.0000 0.0000 0.0799 0.0135 0.0135 0.12 0.12 140 0.0050 0.0195 0.2340 0.0000 0.0000 0.0939 0.0141 0.0141 0.12 0.12 150 0.0050 0.0195 0.2535 0.0000 0.0000 0.1085 0.0146 0.0146 0.13 0.13 160 0.0050 0.0195 0.2730 0.0000 0.0000 0.1236 0.0150 0.0150 0.13 0.13 170 0.0060 0.0234 0.2964 0.0000 0.0000 0.1421 0.0185 0.0185 0.16 0.16 180 0.0060 0.0234 0.3198 0.0000 0.0000 0.1611 0.0190 0.0190 0.17 0.17 190 0.0060 0.0234 0.3432 0.0002 0.0002 0.1805 0.0194 0.0194 0.17 0.17 200 0.0060 0.0234 0.3666 0.0010 0.0008 0.2003 0.0198 0.0198 0.17 0.17 210 0.0060 0.0234 0.3900 0.0025 0.0014 0.2204 0.0201 0.0201 0.18 0.18 220 0.0060 0.0234 0.4134 0.0045 0.0020 0.2407 0.0203 0.0203 0.18 0.18 230 0.0070 0.0273 0.4407 0.0076 0.0031 0.2648 0.0240 0.0240 0.21 0.20 240 0.0070 0.0273 0.4680 0.0115 0.0039 0.2891 0.0243 0.0243 0.21 0.22 250 0.0070 0.0273 0.4953 0.0160 0.0046 0.3136 0.0246 0.0246 0.22 0.21 260 0.0070 0.0273 0.5226 0.0213 0.0052 0.3384 0.0248 0.0248 0.22 0.22 270 0.0070 0.0273 0.5499 0.0272 0.0059 0.3634 0.0250 0.0250 0.22 0.22 280 0.0070 0.0273 0.5772 0.0337 0.0065 0.3885 0.0251 0.0251 0.22 0.22 290 0.0082 0.0320 0.6092 0.0421 0.0084 0.4182 0.0297 0.0297 0.26 0.25 300 0.0082 0.0320 0.6412 0.0512 0.0092 0.4480 0.0298 0.0298 0.26 0.27 310 0.0082 0.0320 0.6731 0.0611 0.0099 0.4780 0.0300 0.0300 0.26 0.26 320 0.0082 0.0320 0.7051 0.0718 0.0106 0.5082 0.0301 0.0301 0.26 0.27 330 0.0082 0.0320 0.7371 0.0830 0.0113 0.5385 0.0303 0.0303 0.27 0.26 340 0.0082 0.0320 0.7691 0.0950 0.0119 0.5689 0.0304 0.0304 0.27 0.27 350 0.0095 0.0371 0.8061 0.1095 0.0146 0.6042 0.0353 0.0353 0.31 0.30 D:\DAVE\SBUH.XLS 6/18/90 Page 1 OF 3 DI, N.G. Jacobson Associates, Inc. 360 0.0095 0.0371 0.8432 0.1249 0.0153 0.6397 0.0355 0.0355 0.31 0.32 370 0.0095 0.0371 0.8802 0.1410 0.0161 0.6752 0.0356 0.0356 0.31 0.31 380 0.0095 0.0371 0.9173 0.1577 0.0168 0.7109 0.0357 0.0357 0.31 0.31 390 0.0095 0.0371 0.9543 0.1752 0.0174 0.7467 0.0358 0.0358 0.31 0.31 400 0.0095 0.0371 0.9914 0.1933 0.0181 0.7826 0.0359 0.0359 0.31 0.32 410 0.0133 0.0519 1.0433 0.2196 0.0263 0.8329 0.0503 0.0503 0.44 0.42 420 0.0133 0.0519 1.0951 0.2470 0.0274 0.8833 0.0504 0.0504 0.44 0.46 430 0.0133 0.0519 1.1470 0.2755 0.0285 0.9339 0.0506 0.0506 0.44 0.43 440 0.0180 0.0702 1.2172 0.3155 0.0401 1.0025 0.0686 0.0686 0.60 038 450 0.0180 0.0702 1.2874 0.3572 0.0417 1.0712 0.0687 0.0687 0.60 0.62 460 0.0340 0.1326 1.4200 0."GO 0.0828 1.2014 0.1302 0.1302 1.14 1.02 470 0.0540 0.2106 1.6306 0.5807 0.1407 1.4089 0.2075 0.2075 1..82 1.75 480 0.0270 0.1053 1.7359 0.6547 0.0740 1.5129 0.1040 0.1040 0.91 1.13 490 0.0180 0.0702 1.8061 0.7052 0.0505 1.5823 0.0694 0.0694 0.61 0.54 500 0.0134 0.0523 1.8584 0.7433 0.0382 1.6341 0.0517 0.0517 0.45 0.53 510 0.0134 0.0523 1.9106 0.7819 0.0386 1.6858 0.0517 0.0517 0.45 0.41 520 0.0134 0.0523 1.9629 0.8210 0.0391 1.7376 0.0518 0.0518 0.45 0.48 530 0.0088 0.0343 1.9972 0.8469 0.0259 1.7716 0.0340 0.0340 0.30 0.31 540 0.0088 0.0343 2.0315 0.8729 0.0261 1.8056 0.0340 0.0340 0.30 0.29 550 0.0088 0.0343 2.0658 0.8991 0.0262 1.8396 0.0340 0.0340 0.30 0.30 560 0.0088 0.0343 2.1002 0.9255 0.0264 1.8737 0.0340 0.0340 0.30 0.30 570 0.0088 0.0343 2.1345 0.9521 0.0265 1.9077 0.0340 0.0340 0.30 0.30 580 0.0088 0.0343 2.1688 0.9788 0.0267 1.9418 0.0341 0.0341 0.30 0.30 590 0.0088 0.0343 2.2031 1.0056 0.0268 1.9758 0.0341 0.0341 0.30 0.30 600 0.0088 0.0343 2.2374 1.0326 0.0270 2.0099 0.0341 0.0341 0.30 0.30 610 0.0088 0.0343 2.2718 1.0597 0.0271 2.0440 0.0341 0.0341 0.30 0.30 620 0.0088 0.0343 2.3061 1.0870 0.0273 2.0780 0.0341 0.0341 0.30 0.30 630 0.0088 0.0343 2.3404 1.1144 0.0274 2.1121 0.0341 0.0341 0.30 0.30 640 0.0088 0.0343 2.3747 1.1419 0.0275 2.1462 0.0341 0.0341 0.30 0.30 650 0.0072 0.0281 2.4028 1.1646 0.0226 2.1741 0.0279 0.0279 0.24 0.26 660 0.0072 0.0281 2.4309 1.1873 0.0227 2.2020 0.0279 0.0279 0.24 0.24 670 0.0072 0.0281 2.4590 1.2100 0.0228 2.2299 0.0279 0.0279 0.24 0.25 680 0.0072 0.0281 2.4870 1.2329 0.0229 2.2578 0.0279 0.0279 0.24 0.24 690 0.0072 0.0281 2.5151 1.2558 0.0229 2.2858 0.0279 0.0279 0.24 0.25 700 0.0072 0.0281 2.5432 1.2788 0.0230 2.3137 0.0279 0.0279 0.24 0.24 710 0.0072 0.0281 2.5713 1.3019 0.0231 2.3416 0.0279 0.0279 0.24 0.25 720 0.0072 0.0281 2.5994 1.3251 0.0232 2.3695 0.0279 0.0279 0.24 0.24 730 0.0072 0.0281 2.6274 1.3483 0.0232 2.3975 0.0279 0.0279 0.25 0.25 740 0.0072 0.0281 2.6555 1.3716 0.0233 2.4254 0.0279 0.0279 0.25 0.24 750 0.0072 0.0281 2.6836 1.3950 0.0234 2.4533 0.0279 0.0279 0.25 0.25 760 0.0072 0.0281 2.7117 1.4184 0.0234 2.4813 0.0279 0.0279 0.25 0.25 770 0.0057 0.0222 2.7339 1.4370 0.0186 2.5034 0.0221 0.0221 0.19 0.20 780 0.0057 0.0222 2.7561 1.4556 0.0186 2.5255 0.0221 0.0221 0.19 0.19 790 0.0057 0.0222 2.7784 1.4743 0.0187 2.5476 0.0221 0.0221 0.19 0.20 800 0.0057 0.0222 2.8006 1.4930 0.0187 2.5697 0.0221 0.0221 0.19 0.19 810 0.0057 0.0222 2.8228 1.5118 0.0187 2.5919 0.0221 0.0221 0.19 0.20 820 0.0057 0.0222 2.8451 1.5305 0.0188 2.6140 0.0221 0.0221 0.19 0.19 830 0.0057 0.0222 2.8673 1.5494 0.0188 2.6361 0.0221 0.0221 0.19 0.19 840 0.0057 0.0222 2.8895 1.5682 0.0189 2.6583 0.0221 0.0221 0.19 0.19 850 0.0057 0.0222 2.9117 1.5871 0.0189 2.6804 0.0221 0.0221 0.19 0.19 860 0.0057 0.0222 2.9340 1.6060 0.0189 2.7025 0.0221 0.0221 0.19 0.19 870 0.0057 0.0222 2.9562 1.6250 0.0190 2.7247 0.0221 0.0221 0.19 0.19 880 0.0057 0.0222 2.9784 1.6440 0.0190 2.7468 0.0221 0.0221 0.19 0.19 890 0.0050 0.0195 2.9979 1.6607 0.0167 2.7662 0.0194 0.0194 0.17 0.18 900 0.0050 0.0195 3.0174 1.6774 0.0167 2.7856 0.0194 0.0194 0.17 0.17 910 0.0050 0.0195 3.0369 1.6942 0.0167 2.8050 0.0194 0.0194 0.17 0.17 920 0.0050 0.0195 3.0564 1.7109 0.0168 2.8245 0.0194 0.0194 0.17 0.17 930 0.0050 0.0195 3.0759 1.7277 0.0168 2.8439 0.0194 0.0194 0.17 0.17 940 0.0050 0.0195 3.0954 1.7445 0.0168 2.8633 0.0194 0.0194 0.17 0.17 950 0.0050 0.0195 3.1149 1.7614 0.0168 2.8827 0.0194 0.0194 0.17 0.17 960 0.0050 0.0195 3.1344 1.T782 0.0169 2.9022 0.0194 0.0194 0.17 0.17 970 0.0050 0.0195 3.1539 1.7951 0.0169 2.9216 0.0194 0.0194 0.17 0.17 980 0.0050 0.0195 3.1734 1.8120 0.0169 2.9410 0.0194 0.0194 0.17 0.17 -� 990 0.0050 0.0195 3.1929 1.8290 0.0169 2.9604 0.0194 0.0194 0.17 0.17 D:\DAVE\SBUH.XLS 6/18/90 Page 2 OF 3 N.G. Jacobson Associates, Inc. 1000 0.0050 0.0195 3.2124 1.8459 0.0170 2.9799 0.0194 0.0194 0.17 0.17 1010 0.0040 0.0156 3.2280 1.8595 0.0136 2.9954 0.0155 0.0155 0.14 0.14 1020 0.0040 0.0156 3.2436 1.8731 0.0136 3.0110 0.0155 0.0155 0.14 0.13 1030 0.0040 0.0156 3.2592 1.8867 0.0136 3.0265 0.0155 0.0155 0.14 0.14 1040 0.0040 0.0156 3.2748 1.9003 0.0136 3.0420 0.0155 0.0155 0.14 0.13 1050 0.0040 0.0156 3.2904 1.9140 0.0136 3.0576 0.0155 0.0155 0.14 0.14 1060 0.0040 0.0156 3.3060 1.9276 0.0136 3.0731 0.0155 0.0155 0.14 0.14 1070 0.0040 0.0156 3.3216 1.9413 0.0137 3.0887 0.0155 0.0155 0.14 0.14 1080 0.0040 0.0156 3.3372 1.9549 0.0137 3.1042 0.0155 0.0155 0.14 0:14 1090 0.0040 0.0156 3.3528 1.9686 0.0137 3.1198 0.0155 0.0155 0.14 0.14 1100 0.0040 0.0156 3.3684 1.9823 0.0137 3.1353 0.0155 0.0155 0.14 0.14 1110 0.0040 0.0156 3.3840 1.9960 0.0137 3.1509 0.0155 0.0155 0.14 0.14 1120 0.0040 0.0156 3.3996 2.0098 0.0137 3.1664 0.0155 0.0155 0.14 0.14 1130 0.0040 0.0156 3.4152 2.0235 0.0137 3.1820 0.0155 0.0155 0.14 0.14 1140 0.0040 0.0156 3.4308 2.0372 0.0137 3.1975 0.0155 0.0155 0.14 0.14 1150 0.0040 0.0156 3.4464 2.0510 0.0138 3.2131 0.0155 0.0155 0.14 0.14 1160 0.0040 0.0156 3.4620 2.0648 0.0138 3.2286 0.0156 0.0156 0.14 0.14 1170 0.0040 0.0156 3.4776 2.0786 0.0138 3.2442 0.0156 0.0156 0.14 0.14 1180 0.0040 0.0156 3.4932 2.0924 0.0138 3.2597 0.0156 0.0156 0.14 0.14 1190 0.0040 0.0156 3.5088 2.1062 0.0138 3.2753 0.0156 0.0156 0.14 0.14 1200 0.0040 0.0156 3.5244 2.1200 0.0138 3.2908 0.0156 0.0156 0.14 0.14 1210 0.0040 0.0156 3.5400 2.1338 0.0138 3.3064 0.0156 0.0156 0.14 0.14 1220 0.0040 0.0156 3.5556 2.1477 0.0138 3.3219 0.0156 0.0156 0.14 0.14 1230 0.0040 0.0156 3.5712 2.1615 0.0139 3.3375 0.0156 0.0156 0.14 0.14 1240 0.0040 0.0156 3.5868 2.1754 0.0139 3.3530 0.0156 0.0156 0.14 0.14 1250 0.0040 0.0156 3.6024 2.1893 0.0139 3.3686 0.0156 0.0156 0.14 0.14 1260 0.0040 0.0156 3.6180 2.2031 0.0139 3.3841 0.0156 0.0156 0.14 0.14 1270 0.0040 0.0156 3.6336 2.2170 0.0139 3.3997 0.0156 0.0156 0.14 0.14 1280 0.0040 0.0156 3.6492 2.2309 0.0139 3.4153 0.0156 0.0156 0.14 0.14 1290 0.0040 0.0156 3.6648 2.2449 0.0139 3.4308 0.0156 0.0156 0.14 0.14 1300 0.0040 0.0156 3.6804 2.2588 0.0139 3.4464 0.0156 0.0156 0.14 0.14 1310 0.0040 0.0156 3.6960 2.2727 0.0139 3.4619 0.0156 0.0156 0.14 0.14 1320 0.0040 0.0156 3.7116 2.2867 0.0140 3.4775 0.0156 0.0156 0.14 0.14 _ 1330 0.0040 0.0156 3.7272 2.3006 0.0140 3.4930 0.0156 0.0156 0.14 0.14 1340 0.0040 0.0156 3.7428 2.3146 0.0140 3.5086 0.0156 0.0156 0.14 0.14 1350 0.0040 0.0156 3.7584 2.3286 0.0140 3.5242 0.0156 0.0156 0.14 0.14 1360 0.0040 0.0156 3.7740 2.3426 0.0140 3.5397 0.0156 0.0156 0.14 0.14 1370 0.0040 0.0156 3.7896 2.3566 0.0140 3.5553 0.0156 0.0156 0.14 0.14 1380 0.0040 0.0156 3.8052 2.3706 0.0140 3.5708 0.0156 0.0156 0.14 0.14 1390 0.0040 0.0156 3.8208 2.3846 0.0140 3.5864 0.0156 0.0156 0.14 0.14 1400 0.0040 0.0156 3.8364 2.3986 0.0140 3.6019 0.0156 0.0156 0.14 0.14 1410 0.0040 0.0156 3.8520 2.4127 0.0140 3.6175 0.0156 0.0156 0.14 0.14 1420 0.0040 0.0156 3.8676 2.4267 0.0140 3.6331 0.0156 0.0156 0.14 0.14 1430 0.0040 0.0156 3.8832 2.4408 0.0141 3.6486 0.0156 0.0156 0.14 0.14 1440 0.0040 0.0156 3.8988 2.4549 0.0141 3.6642 0.0156 0.0156 0.14 0.14 D:\DAVE\SBUH.XLS 6/18/90 Page 3 OF 3 h 14 N N N N N W W W W W W xxx N N N N O O �n 00 vvv C4nn nnn a) Core Rejv i rt*r,enf -*3! S n o t (v i rt 114 (Sea -Comm c5� -t h ere k re erdd I-�T04A 'h pn fark�"y 9ara9c will he rejoreo(. b: -'he odd 4Torct f de" fre n volume Shill 6e Co►'nf vl'ed by Yh SC,Spe 1' i-e I-re&u#ifc r-11 tty- kin ov r? t� SLJ r4r-e /}y olragr4��i rhe� °Ll/ f ,, lniDl�r- PSr)h ManL!rt . KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Exemptions From On -Site Peak Rate Runoff Control On -site peak rate runoff control will not be required for a proposed project in the following situations. (1) f J For f � �rvcl 7s-voo F4 vF rrww (2) Negligible Peak Runoff Rate Increase*: o The proposed project site Post -developed peak runoff rate for the 100-year - -- . WOE PlUft,U1. sae exisung runott conditions. OR o The project proposes to construct 5,000 square feet, or less, of new impervious surface. *Proposed projects in designated critical drainage areas requiring stricter peak runoff rate or runoff volume controls shall not qualify for this exemption. OR Direct Discharae•** The proposed project will discharge surface and stormwater runoff without on -site peak rate runoff control directly to: A Regional Facility. Direct discharge of surface and stormwater runoff to a regional facility will be allowed if.- the facility has been demonstrated to adequately to control the proposed project's increased peak rate of runoff by an adopted King County basin plan or by a detailed drainage analysis approved by the SWM Division; the facility will be available by the time of construction of the project, AND, the conveyance system between the proposed project and the regional facility will be adequate for the proposed project's design peak runoff with no significant adverse impacts. A Receiving Water. Direct discharge of surface and stormwater runoff to the following receiving waters may be allowed. Proposed projects that require Master Drainage Plans (see Special Requirement #3) shall demonstrate no significant adverse impacts from direct discharge to a river. Cedar River Green/Duwamish River (below river mile 6.0, F.E.M.A.) Puget Sound Lake Sammamish Sammamish River Skykomish River Snoqualmie River Lake Washington White/Stuck River A Lake, Weiland or Closed Depression, See Special Requirement #8: Use of Lakes, Wetlands or Closed Depressions for Peak Rate Runoff Quantity Control, in Section 1.3.8. The applicant should note that many lakes, wetlands or closed depressions will not qualify for this exemption. **Projects qualifying for Direct Discharge must meet the requirements of Special Requirement #5: Special Water Quality Controls in Section 1.3.5. ] .2.3-5 I /90 0. REVISED HYDROLOGY & HYDRAULIC CALCULATIONS for VALLE MEDICAL CENTER PHASE I PARKING GARAGE Job No. 8840.103 by N.G. JACOBSON & ASSOCIATES, INC. 520 Pike Street, Suite 1620 Seattle, Washington 98101 (206) 624-7863 � G 29 June 1990 (Originally submitted 19-June 1990) TABLE OF CONTENTS - Site Report GeneralIntroduction.........................................................................................................2 Hydrology & Hydraulic Calculations..............................................................................3 On -site Drainage Analysis................................................................................................ 4 DownstreamAnalysis........................................................................................................ 5 Conclusion........................................................................................................................... 6 Hydrologic Runoff Summary ........................................................................................... 7 Hydraulic Pipe Sizing East Surface Parking Storm System................................................................................ 9 Santa Barbara Urban Hydrograph Input Calculations OverallSite Data................................................................................................................10 ExistingPre-developed.........................................................................................10 ProposedDeveloped.............................................................................................12 I 1 1.) Existing Phase I Parking Garage..............................................................................14 2.) Existing Site w/out Phase I Parking Garage...........................................................14 3.) Existing Phase I Parking Garage w/ Level Pool Routing.....................................15 4.) Proposed Phase I & II Parking Garage Only..........................................................17 5.) Proposed Orifice Resizing w/ Routed Developed Garage Flow........................18 6.) Proposed Site w/out Phase I & II Parking Garage...............................................21 IHydrographs 11 Existing Phase I Garage Roof Only (2 year/24 hour) .................................................. 22 Existing Site w/out Phase I Garage Roof (2 year/24 hour).......................................25 Existing Site; Surface Parking & Site Only (2 year/24 hour) ..................................... 28 Existing Site; Surface Parking & Site Only (10 year/24 hour) ................................... 31 Existing Site; Surface Parking & Site Only (25 year/24 hour) ................................... 34 Existing Site; Surface Parking & Site Only (100 year/24 hour) ................................. 37 Proposed Site; Surface Parking & Site Only (2 year/24 hour)...................................40 Proposed Site; Surface Parking & Site Only (10 year/24 hour).................................43 Proposed Site; Surface Parking & Site Only (25 year/24 hour).................................46 Proposed Site; Surface Parking & Site Only (100 year/24 hour)...............................49 Page 1 of 51 N.G. JAcoBsoN & ASSOCIATES, INC. ' STORM DRAINAGE ANALYSIS & CALCULATIONS PROJECT: Valley Medical Center Phase H Parking Garage Renton, Washington 98058 ' CONSULTING ENGINEERS DATE: June 19, 1990 June 29, 1990 Revised 1 I ' I GENERAL INTRODUCTION The project site is located adjacent to the existing 4 level Phase I Parking Garage near the north property line of Valley Medical Center, and west of the Chin Hills Medical Office Building. The Phase H design proposes to add 2 more levels to the existing parking structure ' and an adjacent new 6 level parking garage. The existing on -grade parking, which is located to the east of the new garage, will be improved. ' The site presently has approximately 50 percent asphalt parking, while the remainder is made up of mowed field grasses and landscaping. The existing grade is approximately 10 percent sloping evenly to the west. The Phase H garage addition has been designed to have 1.5 levels situated below grade to allow the structure to conform to the existing topography. 520 PIKE STREET SUITE 1620 For purposes of this report, we visited the site on Wednesday June 6, 1990, a day on sE981�� which occurred unusually high rainfall. This which permitted us to observe the ' existing drainage features at near maximum capacity. 1 206-624-7863 206-624-s� Drainage Report - VMC Phase H Garage Page 2 of 51 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HYDROLOGY & HYDRAULIC CALCULATIONS Presently the site has two (2) separate storm systems; one is a collection & conveyance system for the existing east parking area adjacent to the existing Phase I Parking Garage, and the other is the existing Phase I Parking Garage storm system, which routes runoff through an existing 48 inch diameter underground detention pipe & FROP-T control outlet. Both storm systems discharge at a common point. The pre -developed and post -developed 2, 10, 25, and 100 year peak rates of runoff were calculated for this project using the Santa Barbara Urban Hydrograph method as outlined in the Surface Water Design Manual, January 1990; as published by the Surface Water Management Division of the Department of Public Works, King County, Washington. The computer input calculations and hydrograph & level - pool -routing output data are attached to this report. It was found through the hydrologic calculations that the "net" post -developed peak runoff rates for the entire site (both garage & site storm systems) is actually less for the 2 and 10 year storm frequencies. This is due in part to a longer time of concentration (Tc) for the new storm system, and diversion of some existing paved area runoff by the new Phase II garage. The 25 & 100 year storm frequency "net" developed runoff, produces approximately a 7 & 22 percent increase, respectively, over the existing 25 & 100 year storm flows. The downstream conditions appear very capable of handling this slight flow increase. Since underground storm detention for both the existing Phase I garage and the proposed Phase II garage was designed, approved and constructed for both the Phase I & H storm flows, we have re -designed the outlet condition of the existing FROP-T control standpipe. We are proposing to remove the existing upper orifice and resizing the lower orifice to 2-11/16" diameter to allow the 10 year - 24 hour developed storm to pass through without over -topping. The new larger single orifice will allow slightly higher discharges at lower head, without exceeding the existing 2 year - 24 hour peak runoff rate of 0.39 CFS. .. ,, t ye pp y,, _ 7 uhr S�•n+� It should be noted that the 2, 10, and 25 year design storm frequencies were note a.+ d greater than 0.5 CFS higher than their respective existing pre -developed runoff rates rplrt if 4 t (see attached calculations). Therefore, no on -site storm water peak rate runoff f *At control is required per "Core Requirement #3; Runoff Control (section 1.2.3)," of the referenced design manual. t Se a s Oa c Hmof i i Red, #K3 The proposed east surface parking lot storm drainage system has been designed in accordance with the principals set forth in chapter 4 of the referenced design manual. See attached worksheet for pipe velocities and capacities. Drainage Report - VMC Phase II Garage Page 3 of 51 lot 1 1 1 1 1 1 1 1 1 1 1 The following is an account of the existing drainage conditions and proposed drainage improvements, for the on -site and downstream drainage courses. ON -SITE DRAINAGE ANALYSIS Existing Features: Presently the on -site drainage consists of mostly overland runoff which is tributary to an existing storm drainage system (see GRADING & DRAINAGE PLAN; sheet 2 of 56). The existing storm drainage system has a 30" diameter storm collector pipe which runs along the north side of the hospital access road (which fronts the proposed parking garage) and discharges into an existing rock reinforced, 'highly vegetated' grassy swale near the northwest corner of the hospital property. A separate detention system is in place beneath the west surface parking lot of the Phase I Parking Garage. The City of Renton as -built records indicate 167 LF of 48" diameter underground storm detention pipe, which discharges into the same swale as the existing 30" diameter collector pipe. This detention structure was designed, approved & constructed for storm flows from both the Phase I and Phase II Parking garages (refer to approved Drainage Calculations for Valley Medical Hospital Parking Garage Facility, dated January 1988). The control manhole has two (2) orifices (FROP-T) which permit a discharge of 0.29 CFS at maximum head (as - built). Upon our field visit, the existing detention system appeared to be functioning as designed. The existing drainage swale, downstream of the storm drainage facilities, meanders through a heavily vegetated area and discharges into Panther Creek near the northwest corner of the hospital property line. The storm flow through the existing grassy swale is small when compared to the existing stream flow though Panther Creek. Proposed Facilities: The proposed storm drainage facilities for the Phase II Parking Garage consist of three (3) independent collection & conveyance systems. They are as follows: 1.) Surface Parking As shown on the Storm Drainage Plan, surface parking storm water will be directed through a series of inlets and catch basins, and routed through a Drainage Report - VMC Phase H Garage Page 4 of 51 42 1 11 L' I 1 salvaged & relocated 750 gallon oil/water separator prior to being released into the exiting 30" diameter storm collector pipe. The improved surface parking area to the east of the new Phase H Parking Garage encompasses approximately 4680SF of added impervious asphalt. See attached 'Hydraulic Calculation Worksheet' for pipe sizing and storm system design. 2.) Garage Roofs: The storm water runoff from the Phase I & II Parking Garage roofs will be routed through a series of 6" diameter galvanized cast iron (schedule 40) pipes within the garage, and discharged into the existing underground detention system in the west surface parking lot adjacent to the Phase I Parking Garage (see mechanical plans). Storm flows will then travel through the existing FROP-T standpipe w/redesigned single orifice and a new 750 gallon oil/water separator prior to discharge into the existing grassy swale. 3.) Covered Floors: All new covered floor drains will be collected and routed through a 2690 gallon oil/water separator prior to discharge into the sanitary sewer (see mechanical and civil plans). All of the storm conveyance systems have been designed to pass the storm runoff through independent oil/water separators to enhance storm discharge water quality. DOWNSTREAM ANALYSIS Existing Features: The existing storm drainage grassy swale meanders through the hospital property through a heavily vegetated area with an abundance of underbrush. During our Meld visit, the grassy swale channel was capably handling the increased hydraulic flow due to the heavy rainfall. No appreciable erosion was visible. The swale itself, is heavily vegetated with various grasses and aquatic plants. The existing grassy drainage swale is well over 200 feet in length prior to its discharge into Panther Creek. IDrainage Report - VMC Phase H Garage Page 5 of 51 L Panther Creek flows northwest to north, and flows into the Black River which is tributary to the Duwamish River and ultimately discharges into Puget Sound. Proposed Facilities. None are proposed. CONCLUSION The downstream watercourses will be minimally impacted by the proposed project. Runoff volume increases are alleviated by the storage/controlled release of the existing underground storm detention facility. Prior to construction, staked limits of the proposed clearing and grading limits be installed, as well as erosion control measures, to ensure. that downstream water quality is maintained during construction. The use of a FROP-T outlet, oil/water separators, and the existing grassy swale as a biofilter, have been incorporated into the design to further ensure that appropriate runoff water quantities, and quality will be maintained throughout the project life. The project's storm drainage system have been designed in accordance with the guidelines and requirements of the City of Renton. Drainage Report - VMC Phase II Garage Page 6 of 51 HYDROLOGIC RUNOFF SUMMARY Santa Barbara Urban Hydrograph Runoff Summary Valley Medical Center - Phase..1I Parking Garage::::::::::::::::.:.: n.h.::::::::::::::::::::::::::.:::::::::::..:::::::::.::::: :.............::.:::::::::.:::::::::.::.:..:.:.:::::::.:.....::..::..:....:.:.:..:::::.... Two separate storm systems; garage with detention & site without detention. Garage Detention System - Runoff Summary Phase I Garage Phase I & H Garage Difference Difference Storm Existing Existing Proposed Proposed ' w/out w/ Freq. I Qin Qout Qin Qout Detention Detention (year) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 2 0.39 0.11 0.84 0.28 0.45 0.17 10 0.59 0.14 1.25 0.37 0.66 0.23 25 0.69 0.16 1.48 1.07 0.79 0.91 100 0.80 0.25 1.70 1.70 0.90 1.45 Entire Site w/out Garage - Runoff Summary Storm Freq. Existing Developed Existing Existing Qin Qout Proposed Proposed Qin Qout Discharge Difference (year) (CFS) (CFS) (CFS) (CFS) (CFS) 2 10 25 100 1.01 1.65 2.02 2.38 1.01 1.65 2.02 2.38 0.58 1.02 1.27 1.53 0.58 1.02 1.27 1.53 -0.43 -0.63 -0.75 -0.85 Note: Qin = Qout for "site without garage," due to no detention structure. Q .S L. r-S ' Doe; rip t �3. D:\SUMMARY.XLS 6/29/90@ 4:27 PM Page 7 of 51 N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET SUITE 1620 CONSULTING ENGINEERS SEATTLE, WA 981014004 206-624-7863 FAX: 206-624-8947 JOB NUMBER: PROJECT: '\/V �Y�1! `•.i � ,rL_ BY: DATE: SUBJECT: L=%� D 1 _iP•C_. ✓ Lt t� c� CHECKED BY: DATE: SHEET NUMBER: OF: i L) ® �t w t e;�7SrTzt S.Zys / z5 Z Z5 a ZS �Zs = O.CoS �C .3.'Z - 3 F&, 4,3.'Z�-. - 3 iZ1\C-Jej9v 1r-- 2, - 3 %� . / tr`v t►J ITt Ply -TORM SEWER HYDRAULICS - Valley Medical Center Phase II Surface Parking corrugated Metal 6 Polyethylene Pipe Design HYDRAULIC CALCULATION WORKSHEET N.G. Jacobson 8 Associates, Inc. DISK: CIVIL 1 CALC. BY: D. Swanson Seattle, Washington 98101 DATE: 6-13-90 (revised 6-26-90) CHK'D. BY: (206) 624-7863 AREA OF TRIO. BASINS (A) LENGTH OF OVER- LAND FLOW TIME OF CONCENTRATION (minutes) LAND I PIPE I TOTAL RAINFALL INT. (25 yr.) (i) AVG. RUN OFF COEF. (c) DISCHARGE INTO UPPER CB O=A•c•i (0) SECTION OF STORM DRAINAGE SYSTEM SIZE OF PIPE (Die.) INVERT ELEVATION SLOPE PIPE MAT. FULL CAP. (Of) FULL VEL. (Vf) VEL. AT DESIGN O (Vd) RIM ELEV. OF UPPER CB COVER OVER PIPE AT UPPER CB TYPE (SIZE) OF UPPER CB NO. ACRES FEET Tl Tp Tc IN./HR. CFS DIST UPPER LOWER IN. UPPER LOWER FT/FT CFS FPS FPS FT IL D.02 N/A N/A N/A 6.3 2.73 0.60 0.03 8 It 3 CS 4 4 67.66 67.56 0.0125 CPP 0.15 1.76 1.41 71.10 3.11 Inlet 4 0.10 77 6.3 N/A 6.3 2.73 0.90 0.28 103 CS 4 CB 3 12 66.89 64.83 0.0200 CMP 2.73 3.48 2.19 71.50 3.61 1 IL 0.02 N/A N/A N/A 6.3 2.73 0.90 0.05 8 IL 2 CB 3 4 65.60 65.50 0.0125 CPP 0.15 1.76 1.57 68.60 2.67 Inlet 3 0.08 N/A N/A 0.78 7.1 2.53 0.90 0.51 69 CS 3 CB 2 12 64.83 64.14 0.0100 CMP 1.93 2.46 2.09 71.75 5.92 11 IL 0.02 N/A N/A N/A 7.1 2.53 0.60 0.03 8 IL 1 CB 2 4 67.00 64.81 0.2738 CPP 0.72 8.24 3.96 68.80 1.47 Inlet 2 0.07 N/A N/A 0.55 7.6 2.41 0.90 0.69 65 CS 2 CB 1 12 64.14 63.49 0.0101 CMP 1.93 2.46 2.24 72.00 6.86 11 1 0.04 N/A N/A 0.48 8.1 2.32 0.50 0.74 22 CB 1 O/W Sep. 12 63.49 63.28 0.0095 CMP 1.89 2.40 2.26 72.00 7.51 11 Of(/Water Separator w/ solid lid - No Inflow N/A I N/A 0.74 25 O/W Sep. Ex. M.H. 12 63.03 58.50 0.1812 CMP 8.21 10.46 6.17 66.70 2.67 Vault Concrete Pipe (Conc. ); n = 0.012 • Assume flow Into inlets - A•c•(rafnfall Corrugated Polyethylene Pipe (CPP); n = 0.018 Intensity from the stream catch basin). Corrugated Metal Pipe (CMP); n = 0.024 NOTE: All Tc, rainfall intensity values, and design hydraulic flows, were calculated using the methods outlined in Section 4.3 of the "Surface Water Design Manuel" (January 1990) as published by the Surface Water Management Division of the Department of Public Works King County, Washington. VMCSTRMI.XLS 6/26/90 a 3:31 PM PAGE Ck OF '51 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 JOB NUMBER: PROJECT QL1 �� t [�L �t *7BY: �.C� DATE: (,? ZZ Q `- SUBJECT: CHECKED BY- DATE: vl� �\ �� c� SHEET NUMBER: o OF: t��`r�Z. G�i.�LL�� 'yvCA.i��JAcI.� , JC.►.1.- t��10 DcP-� ��.�—iS� LITLE COS 4:::^. 00, C 10 YS. i C,6,tG) =,> kk�;D t' �tL- e.. C. uGtl PA�y�w p _ 9t 0 - T� w v co rJc 7T T t Ot`l - CTo.�t.� �.S • Z�> C.t N.G. JAcoBSON & ASSOCIATES, LNC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 981014004 BY- JOBDATE: JOB NUMBER: PROJECT: V SUBJECT:lr� CHECKED BY: DATE: ?lamp SHEET NUMBER: " OF: L S� `iA�-��T (TA:; �:-, u: �- c . Z G1 ��G G. k c�J i� p. Zl Gwl P PIPS In = 0,4:724 �o ((-q. ) &OLz) (.0cs-4) Ca-L4> or,� �- ® N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624-7863 SUITE 1620 FAX: 206-624-8947 CONSULTING ENGINEERS SEAT LE, WA 98101-1004 JOB NUMBER: PROJECT: BY DATE: SUBJECT: y� j"�{-��j CHECKED BY DATE: - 1 SHEET NUMBER: OF: = -44Ca ZS +- Gti! %$6AAP ' 0� $ G►,S � = �i G • Ttrt, OC-- Gp Ot-7 — Ci"> ve-r = T-,�.,c- �- p t aE `/L l S \ 0.4 V15 Z.0,t so o, tzl% -rofa► br p l4„J sF lC� � s�o Ad1d r_� Ont ,�, pGTZ�'�-IOY1 Y��vfrwl PAGs s N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET Fm SUITE 1620 CONSULTING ENGINEERS SEATTLE, WA 981014004 206- i24-7,,63 FAX: 206-624-8947 JOB NUMBER: PROJECT: ��liii,l � BYDATE: (,� 7 SUBJECT: G�� CHECKED BY: DATE: -7L 2 SHEET NUMBER: ?j OF: t i- iflnCz > &0CS.�� Coo (4 .-q> (ls ' v--.e = 2. 3Z Dte. C- = PZs 1 1 1 1 1 1 1 1 N.G. JACOBSON & ASSOCIATES, M. 520 nKE STREET 206-624-7863 SUITE 1620 F,AX: 206-624-8947 CONSULTING ENGINEERS SEATTLE, WA 98101404 JOB NUMBER: PROJECT: BY: DATE: SUBJECT: ;i I�Qq� �� CHECKED BY: DATE: SHEET NUMBER: OF: S i t> �AS� S G.,n T- LtiG.t j �, ZOO —,- `' ! >( Q, = a a ! sr = O. Co 0,. p,c.. w ( < + = as t.10 kovS -tf1-(�i�eTCo � �' _ \ • O � Vic. , = l .4s per. am N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET SuiTE 1620 CONSULTING ENGINEERS SEATTLE, WA 981014004 206-624-7863 FAX: 206- i24-8947 JOB NUMBER: PROJECT: t� a C1%cL �� BY: 1�;7� lz::�, DATE: SUBJECT: CHECKED BY.- �- DATE: SHEET NUMBER: `S OF: t, Z X��~�✓ y r 1C�� t Tt�i vi''i.�l �i t1+L�t '-Y C.�y � ��C:il �� t \ � i�.l 0,11 I z.ico j t-Z-ko 1 0. O.tC9 I Z.�-r-O ! tS30 Z�d�o i ( � Q��VT �'•�x�l_ ,� �tT�tt �7� P�..�L7Tt ►.S� � �C_l�.Sla 1 1 1 1 1 1 PROJECT: Valley Medical Center Phase II Parking 6/21/90 Existing 2 orifice - 48" dia. underground detention pipe Stage ....-...Storage ... Data... for ...SBUH...Hydroc�raph Routing:::::.:::........:...........:..............:..::.:.........................:....:...:.... Detention Pipe (assume flat slope): 48 inches 4.00 FEET Pipe Length: 167 feet 2 Orifice Condition (Dia./Area Lower = 1.875 inches/ 0.0192 SF Upper = 1.500 inches/ 0.0123 SF C = 0.62 sharp edged orifice Control M.H. Dia. = 54 inches 4.50 Feet Stage Discharge Storage C.B. Stor. Total Perm. (feet) (cfs) (cf) (cf) Storage Area 0.0 0.00 0.0 0.0 0.0 0 0.1 0.03 9.9 3.2 13.1 0 0.2 0.04 39.3 6.4 45.6 0 0.3 0.05 64.7 9.5 74.2 0 0.4 0.06 109.3 12.7 122.0 0 0.5 0.07 142.7 15.9 158.6 0 0.6 0.07 197.5 19.1 216.5 0 0.7 0.08 228.5 22.3 250.7 0 0.8 0.09 298.7 25.4 324.2 0 0.9 0.09 342.3 28.6 370.9 0 1.0 0.10 410.2 31.8 442.0 0 1.1 0.10 457.2 35.0 492.2 0 1.2 0.10 529.6 38.2 567.8 0 1.3 0.11 579.0 41.4 620.4 0 1.4 0.11 654.6 44.5 699.2 0 1.5 0.12 705.9 47.7 753.7 0 1.6 0.12 784.0 50.9 834.9 0 1.7 0.12 836.3 54.1 890.4 0 1.8 0.13 916.0 57.3 973.2 0 1.9 0.13 969.1 60.4 1029.6 0 2.0 0.13 1049.3 63.6 1112.9 0 2.1 0.14 1102.7 66.8 1169.5 0 2.2 0.14 1182.6 70.0 1252.6 0 2.3 0.14 1235.8 73.2 1309.0 0 2.4 0.15 1314.6 76.3 1391.0 0 2.5 0.15 1366.7 79.5 1446.2 0 2.6 0.15 1443.9 82.7 1526.7 0 2.7 0.16 1494.7 85.9 1580.6 0 2.8 0.16 1569.0 89.1 1658.1 0 2.9 0.25 1617.6 92.2 1709.9 0 3.0 0.25 1688.2 95.4 1783.6 0 3.1 0.26 1733.9 98.6 1832.5 0 3.2 0.26 1799.9 101.8 1901.6 0 3.3 0.27 1841.8 105.0 1946.8 0 3.4 0.27 1901.1 108.1 2009.3 0 3.5 0.27 1938.3 111.3 2049.6 0 3.6 0.28 1989.3 114.5 2103.8 0 3.7 0.28 2020.0 117.7 2137.7 0 3.8 0.29 2059.3 120.9 2180.2 0 3.9 0.29 2080.2 124.1 2204.2 0 4.0 0.29 2098.6 127.2 2225.8 0 4.1 0.30 2098.6 130.4 2229.0 0 4.2 0.30 2098.6 133.6 2232.2 0 a D:\DAVE\RTDATA.XLS 6/29/90 @ 12:00 PM Page \ (O of 4Si 1 1 N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET ® SUITE 1620 CONSULTING ENGINEERS SEATTLE, WA 981014004 206-624-7863 FAX: 206-624-8947 �.1 ! JOB NUMBER: PROJECT:BY: DATE: SUBJECT: ��-+_ `�';.� `f�ti!��#i� . CHECKED BY: DATE: SHEET NUMBER: , t- OF: S Z 40 v !.i tll V () t{t2 L ZS qo- e-c Lc (z iz::�) ..adz_ N.G. JACOBSON & ASSOCIATES, INC. 520 PIKE STREET 206-624a863 Su[TE 1620 FAX: 206-624-8947 CONSULTMG ENGLNEERS SPTTLE, WA 98101-1004 JOB NUMBER: PROJECT: ��U Ut1 �' �(. BY: �j(� DATE: SUBJECT: CHECKED BY: DATE: Z�2 SHEETNUMBER: ` L OF: j - -- -- - - - � �� .I-4 1 i COO F t- � c7� PROJECT: Valley Medical Center Phase II Parking 6/27/90 Proposed single 2-11/16" orifice - existing detention pipe Stage - Storage Data for SBUH Hydrograph Routing Detention Pipe (assume flat slope): 48 inches 4.00 FEET Pipe Length: 167feet 2 Orifice Condition (Dia./Area Lower = 2.688 inches/ 0.0394 SF Upper = 0.000 inches/ 0.0000 SF C = 0.62 sharp edged orifice Control M.H. Dia. = 54 inches 4.50 Feet FROP-T Overflow Standpipe Dia. = 12 inches Overflow Elevation = 4.1feet Stage Discharge Storage C.B. Stor. Total Perm. (feet) (cfs) (cf) (cf) Storage Area 0.0 0.00 0.0 0.0 0.0 0 0.1 0.06 9.9 3.2 13.1 0 0.2 0.09 39.3 6.4 45.6 0 0.3 0.11 64.7 9.5 74.2 0 0.4 0.12 109.3 12.7 122.0 0 0.5 0.14 142.7 15.9 158.6 0 0.6 0.15 197.5 19.1 216.5 0 0.7 0.16 228.5 22.3 250.7 0 0.8 0.18 298.7 25.4 324.2 0 0.9 0.19 342.3 28.6 370.9 0 1.0 0.20 410.2 31.8 442.0 0 1.1 0.21 457.2 35.0 492.2 0 1.2 0.21 529.6 38.2 567.8 0 1.3 0.22 579.0 41.4 620.4 0 1.4 0.23 654.6 44.5 699.2 0 1.5 0.24 705.9 47.7 753.7 0 1.6 0.25 784.0 50.9 834.9 0 1.7 0.26 836.3 54.1 890.4 0 1.8 0.26 916.0 57.3 973.2 0 1.9 0.27 969.1 60.4 1029.6 0 2.0 0.28 1049.3 63.6 1112.9 0 2.1 0.28 1102.7 66.8 1169.5 0 2.2 0.29 1182.6 70.0 1252.6 0 2.3 0.30 1235.8 73.2 1309.0 0 2.4 0.30 1314.6 76.3 1391.0 0 2.5 0.31 1366.7 79.5 1446.2 0 2.6 0.32 1443.9 82.7 1526.7 0 2.7 0.32 1494.7 85.9 1580.6 0 2.8 0.33 1569.0 89.1 1658.1 0 2.9 0.33 1617.6 92.2 1709.9 0 3.0 0.34 1688.2 95.4 1783.6 0 3.1 0.35 1733.9 98.6 1832.5 0 3.2 0.35 1799.9 101.8 1901.6 0 3.3 0.36 1841.8 105.0 1946.8 0 3.4 0.36 1901.1 108.1 2009.3 0 3.5 0.37 1938.3 111.3 2049.6 0 3.6 0.37 1989.3 114.5 2103.8 0 3.7 0.38 2020.0 117.7 2137.7 0 3.8 0.38 2059.3 120.9 2180.2 0 3.9 0.39 2080.2 124.1 2204.2 0 4.0 0.39 2098.6 127.2 2225.8 0 4.1 0.40 2098.6 130.4 2229.0 0 4.2 1.60 2098.6 133.6 2232.2 0 Overflow 4.3 2.10 2098.6 136.8 2235.4 0 4.4 2.48 2098.6 140.0 2238.5 0 4.5 2.81 2098.6 143.1 2241.7 0 4.6 3.09 2098.6 146.3 2244.9 0 4.7 3.35 2098.6 149.5 2248.1 0 4.8 3.59 2098.6 152.7 2251.3 0 4.9 3.82 2098.6 155.9 2254.5 0 5.0 4.03 2098.6 159.0 2257.6 0 D:\DAVE\RTDATNEW.XLS 6/28/90 a 1:40 PM Page VI of SI N.G. JACOBSON & ASSOCIATES, INC. 520PIKE STREET SUITE 1620 CONSULTING ENGINEERS SEATTLE, WA 981014004 206-6247863 FAX: 206-624-8947 JOB NUMBER: PROJECT: � ��ti { (�( �i� � Ci` G�� BY: D 2�S DATE: L (Z7-1 ,- SUBJECT: D � �1'SL�-S CHECKED BY: DATE: SHEET NUMBER: OF: S r7r"/�1 /7 L� � Q I � � Q� � s�� s-� au Ai t✓ . F 1 f j too i . �-r-/� l , � Qr• �4 1 ZZ"3o � �l� I V tG'r.s 4 , O to c�F St . N.G. JACOBSON & ASSOCIATES, INc- 520 PIKE STREET 206-624-7863 = I SUITE 1620 FAX: 206-624-8947 CaNSULTING Fi,,GINEERS SEATTLE, WA 98101-04 JOB NUMBER: PROJECT: •BY:DATE: SUBJECT. :7Z -,,i CHECKED BY: DATE: SHEET NUMBER: Z OF: 6&, 7-� = O. a4 A-e- pew- 7 i. co I C7 IN.G. Jacobson Associates, Inc. Roof Only) 2 Year Storm - Existing Site Conditions (Phase I Garage Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/26/90 PROJECT: Valley„Medical. Center Phase II Parking Garage 8 Improvements:::: :. ::; :. AREA = 0.69 Acres Pt = 2.0 inches (Total rainfall for 2 year - 24 hour event) dt = 10 min. Tc = 2.26 min. (Existing garage roof => control structure => existing discharge outlet) ' w = 0.6887 (Routing Constant, u = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: IAREA = 0 Acres AREA = 0.69 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 ' 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 0.39 CFS ' Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro - but i on Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) <in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0080 0.0080 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0080 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 ' 30 0.0040 0.0080 0.0240 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0080 0.0320 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 50 0.0040 0.0080 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 60 0.0040 0.0080 0.0480 0.0000 0.0000 0.0002 0.0002 0.0002 0.00 0.00 ' 70 0.0040 0.0080 0.0560 0.0000 0.0000 0.0011 0.0008 0.0008 0.00 0.00 80 0.0040 0.0080 0.0640 0.0000 0.0000 0.0024 0.0013 0.0013 0.01 0.01 90 0.0040 0.0080 0.0720 0.0000 0.0000 0.0041 0.0018 0.0018 0.01 0.01 100 0.0040 0.0080 0.0800 0.0000 0.0000 0.0063 0.0022 0.0022 0.01 0.01 ' 110 0.0050 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0032 0.01 0.01 120 0.0050 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0038 0.02 0.02 130 0.0050 0.0100 0.1100 0.0000 0.0000 0.0175 0.0042 0.0042 0.02 0.02 140 0.0050 0.0100 0.1200 0.0000 0.0000 0.0221 0.0046 0.0046 0.02 0.02 150 0.0050 0.0100 0.1300 0.0000 0.0000 0.0271 0.0050 0.0050 0.02 0.02 160 0.0050 0.0100 0.1400 0.0000 0.0000 0.0324 0.0053 0.0053 0.02 0.02 170 0.0060 0.0120 0.1520 0.0000 0.0000 0.0392 0.0068 0.0068 0.03 0.03 180 0.0060 0.0120 0.1640 0.0000 0.0000 0.0464 0.0072 0.0072 0.03 0.03 ' 190 0.0060 0.0120 0.1760 0.0000 0.0000 0.0539 0.0075 0.0075 0.03 0.03 200 0.0060 0.0120 0.1880 0.0000 0.0000 0.0617 0.0078 0.0078 0.03 0.03 210 0.0060 0.0120 0.2000 0.0000 0.0000 0.0698 0.0081 0.0081 0.03 0.03 220 0.0060 0.0120 0.2120 0.0000 0.0000 0.0781 0.0083 0.0083 0.03 0.03 ' 230 0.0070 0.0140 0.2260 0.0000 0.0000 0.0881 0.0100 0.0100 0.04 0.04 240 0.0070 0.0140 0.2400 0.0003 0.0003 0.0984 0.0103 0.0103 0.04 0.04 250 0.0070 0.0140 0.2540 0.0009 0.0006 0.1089 0.0105 0.0105 0.04 0.04 260 0.0070 0.0140 0.2680 0.0018 0.0009 0.1197 0.0108 0.0108 0.04 0.04 ' 270 0.0070 0.0140 0.2820 0.0031 0.0012 0.1306 0.0110 0.0110 0.05 0.05 280 0.0070 0.0140 0.2960 0.0046 0.0015 0.1418 0.0111 0.0111 0.05 0.05 290 0.0082 0.0164 0.3124 0.0068 0.0022 0.1551 0.0133 0.0133 0.06 0.05 300 0.0082 0.0164 0.3288 0.0093 0.0026 0.1685 0.0135 0.0135 0.06 0.06 ' 310 0.0082 0.0164 0.3452 0.0123 0.0029 0.1822 0.0137 0.0137 0.06 0.06 320 0.0082 0.0164 0.3616 0.0155 0.0033 0.1961 0.0138 0.0138 0.06 0.06 330 0.0082 0.0164 0.3780 0.0192 0.0036 0.2101 0.0140 0.0140 0.06 0.06 1 340 0.0082 0.0164 0.3944 0.0231 0.0039 0.2242 0.0141 0.0141 0.06 0.06 ID:\DAVE\STORM\2PREPHI.XLS 6/26/90 51 3:38 PM Page ZZ of '�� I N.G. Jacobson Associates, Inc. 11 350 0.0095 0.0190 0.4134 0.0281 0.0050 0.2407 0.0165 0.0165 0.07 0.07 360 0.0095 0.0190 0.4324 0.0334 0.0054 0.2574 0.0167 0.0167 0.07 0.07 370 0.0095 0.0190 0.4514 0.0392 0.0058 0.2743 0.0168 0.0168 0.07 0.07 380 0.0095 0.0190 0.4704 0.0453 0.0061 0.2912 0.0170 0.0170 0.07 0.07 390 0.0095 0.0190 0.4894 0.0518 0.0065 0.3083 0.0171 0.0171 0.07 0.07 400 0.0095 0.0190 0.5084 0.0586 0.0068 0.3255 0.0172 0.0172 0.07 0.07 410 0.0133 0.0266 0.5350 0.0687 0.0101 0.3497 0.0242 0.0242 0.10 0.09 420 0.0133 0.0266 0.5616 0.0794 0.0107 0.3742 0.0244 0.0244 0.10 0.11 430 0.0133 0.0266 0.5882 0.0907 0.0113 0.3987 0.0246 0.0246 0.10 0.10 440 0.0180 0.0360 0.6242 0.1068 0.0161 0.4322 0.0335 0.0335 0.14 0.13 450 0.0180 0.0360 0.6602 0.1238 0.0170 0.4659 0.0337 0.0337 0.14 0.14 460 0.0340 0.0680 0.7282 0.1583 0.0345 0.5300 0.0641 0.0641 0.27 0.23 470 0.0540 0.1080 0.8362 0.2185 0.0602 0.6330 0.1030 0.1030 0.43 0.39 480 0.0270 0.0540 0.8902 0.2508 0.0323 0.6848 0.0519 0.0519 0.22 0.30 490 0.0180 0.0360 0.9262 0.2730 0.0222 0.7195 0.0347 0.0347 0.14 0.14 500 0.0134 0.0268 0.9530 0.2899 0.0169 0.7454 0.0259 0.0259 0.11 0.12 510 0.0134 0.0268 0.9798 0.3071 0.0172 0.7713 0.0259 0.0259 0.11 0.10 520 0.0134 0.0268 1.0066 0.3246 0.0175 0.7973 0.0260 0.0260 0.11 0.11 530 0.0088 0.0176 1.0242 0.3362 0.0116 0.8144 0.0171 0.0171 0.07 0.08 540 0.0088 0.0176 1.0418 0.3479 0.0117 0.8315 0.0171 0.0171 0.07 0.07 550 0.0088 0.0176 1.0594 0.3597 0.0118 0.8486 0.0171 0.0171 0.07 0.07 560 0.0088 0.0176 1.0770 0.3717 0.0119 0.8657 0.0171 0.0171 0.07 0.07 570 0.0088 0.0176 1.0946 0.3837 0.0120 0.8828 0.0171 0.0171 0.07 0.07 580 0.0088 0.0176 1.1122 0.3958 0.0121 0.9000 0.0171 0.0171 0.07 0.07 590 0.0088 0.0176 1.1298 0.4080 0.0122 0.9171 0.0172 0.0172 0.07 0.07 600 0.0088 0.0176 1.1474 0.4203 0.0123 0.9343 0.0172 0.0172 0.07 0.07 610 0.0088 0.0176 1.1650 0.4328 0.0124 0.9515 0.0172 0.0172 0.07 0.07 620 0.0088 0.0176 1.1826 0.4452 0.0125 0.9686 0.0172 0.0172 0.07 0.07 630 0.0088 0.0176 1.2002 0.4578 0.0126 0.9858 0.0172 0.0172 0.07 0.07 640 0.0088 0.0176 1.2178 0.4705 0.0127 1.0031 0.0172 0.0172 0.07 0.07 650 0.0072 0.0144 1.2322 0.4809 0.0104 1.0171 0.0141 0.0141 0.06 0.06 660 0.0072 0.0144 1.2466 0.4914 0.0105 1.0312 0.0141 0.0141 0.06 0.06 670 0.0072 0.0144 1.2610 0.5019 0.0105 1.0453 0.0141 0.0141 0.06 0.06 680 0.0072 0.0144 1.2754 0.5125 0.0106 1.0595 0.0141 0.0141 0.06 0.06 690 0.0072 0.0144 1.2898 0.5231 0.0106 1.0736 0.0141 0.0141 0.06 0.06 700 0.0072 0.0144 1.3042 0.5338 0.0107 1.0877 0.0141 0.0141 0.06 0.06 710 0.0072 0.0144 1.3186 0.5445 0.0107 1.1018 0.0141 0.0141 0.06 0.06 720 0.0072 0.0144 1.3330 0.5553 0.0108 1.1159 0.0141 0.0141 0.06 0.06 730 0.0072 0.0144 1.3474 0.5661 0.0108 1.1301 0.0141 0.0141 0.06 0.06 740 0.0072 0.0144 1.3618 0.5770 0.0109 1.1442 0.0141 0.0141 0.06 0.06 750 0.0072 0.01" 1.3762 0.5879 0.0109 1.1584 0.0141 0.0141 0.06 0.06 760 0.0072 0.0144 1.3906 0.5989 0.0110 1.1725 0.0141 0.0141 0.06 0.06 770 0.0057 0.0114 1.4020 0.6076 0.0087 1.1837 0.0112 0.0112 0.05 0.05 780 0.0057 0.0114 1.4134 0.6163 0.0087 1.1949 0.0112 0.0112 0.05 0.05 790 0.0057 0.0114 1.4248 0.6251 0.0088 1.2061 0.0112 0.0112 0.05 0.05 800 0.0057 0.0114 1.4362 0.6338 0.0088 1.2173 0.0112 0.0112 0.05 0.05 810 0.0057 0.0114 1.4476 0.6427 0.0088 1.2286 0.0112 0.0112 0.05 0.05 820 0.0057 0.0114 1.4590 0.6515 0.0088 1.2398 0.0112 0.0112 0.05 0.05 830 0.0057 0.0114 1.4704 0.6603 0.0089 1.2510 0.0112 0.0112 0.05 0.05 840 0.0057 0.0114 1.4818 0.6692 0.0089 1.2622 0.0112 0.0112 0.05 0.05 850 0.0057 0.0114 1.4932 0.6781 0.0089 1.2734 0.0112 0.0112 0.05 0.05 860 0.0057 0.0114 1.5046 0.6871 0.0089 1.2847 0.0112 0.0112 0.05 0.05 870 0.0057 0.0114 1.5160 0.6960 0.0090 1.2959 0.0112 0.0112 0.05 0.05 880 0.0057 0.0114 1.5274 0.7050 0.0090 1.3071 0.0112 0.0112 0.05 0.05 890 0.0050 0.0100 1.5374 0.7129 0.0079 1.3170 0.0099 0.0099 0.04 0.04 900 0.0050 0.0100 1.5474 0.7208 0.0079 1.3268 0.0099 0.0099 0.04 0.04 910 0.0050 0.0100 1.5574 0.7287 0.0079 1.3367 0.0099 0.0099 0.04 0.04 920 0.0050 0.0100 1.5674 0.7367 0.0079 1.3466 0.0099 0.0099 0.04 0.04 930 0.0050 0.0100 1.5774 0.7446 0.0080 1.3564 0.0099 0.0099 0.04 0.04 940 0.0050 0.0100 1.5874 0.7526 0.0080 1.3663 0.0099 0.0099 0.04 0.04 950 0.0050 0.0100 1.5974 0.7606 0.0080 1.3762 0.0099 0.0099 0.04 0.04 960 0.0050 0.0100 1.6074 0.7686 0.0080 1.3860 0.0099 0.0099 0.04 0.04 970 0.0050 0.0100 1.6174 0.7767 0.0080 1.3959 0.0099 0.0099 0.04 0.04 980 0.0050 0.0100 1.6274 0.7847 0.0080 1.4058 0.0099 0.0099 0.04 0.04 ID:\DAVE\STORM\2PREPHI.XLS 6/26/90 a 3:38 PM Page Z of :E>-I N.G. Jacobson Associates, Inc. 990 0.0050 0.0100 1.6374 0.7928 0.0081 1.4156 0.0099 0.0099 0.04 0.04 1000 0.0050 0.0100 1.6474 0.8008 0.0081 1.4255 0.0099 0.0099 0.04 0.04 1010 0.0040 0.0080 1.6554 0.8073 0.0065 1.4334 0.0079 0.0079 0.03 0.04 1020 0.0040 0.0080 1.6634 0.8138 0.0065 1.4413 0.0079 0.0079 0.03 0.03 1030 0.0040 0.0080 1.6714 0.8203 0.0065 1.4492 0.0079 0.0079 0.03 0.03 1040 0.0040 0.0080 1.6794 0.8268 0.0065 1.4571 0.0079 0.0079 0.03 0.03 1050 0.0040 0.0080 1.6874 0.8333 0.0065 1.4650 0.0079 0.0079 0.03 0.03 1060 0.0040 0.0080 1.6954 0.8398 0.0065 1.4729 0.0079 0.0079 0.03 0.03 1070 0.0040 0.0080 1.7034 0.8463 0.0065 1.4808 0.0079 0.0079 0.03 0.03 1080 0.0040 0.0080 1.7114 0.8528 0.0065 1.4887 0.0079 0.0079 0.03 0.03 1090 0.0040 0.0080 1.7194 0.8594 0.0065 1.4966 0.0079 0.0079 0.03 0.03 1100 0.0040 0.0080 1.7274 0.8659 0.0066 1.5045 0.0079 0.0079 0.03 0.03 1110 0.0040 0.0080 1.7354 0.8725 0.0066 1.5124 0.0079 0.0079 0.03 0.03 1120 0.0040 0.0080 1.7434 0.8791 0.0066 1.5203 0.0079 0.0079 0.03 0.03 1130 0.0040 0.0080 1.7514 0.8857 0.0066 1.5283 0.0079 0.0079 0.03 0.03 1140 0.0040 0.0080 1.7594 0.8922 0.0066 1.5362 0.0079 0.0079 0.03 0.03 1150 0.0040 0.0080 1.7674 0.8988 0.0066 1.5441 0.0079 0.0079 0.03 0.03 1160 0.0040 0.0080 1.7754 0.9054 0.0066 1.5520 0.0079 0.0079 0.03 0.03 1170 0.0040 0.0080 1.7834 0.9121 0.0066 1.5599 0.0079 0.0079 0.03 0.03 1180 0.0040 0.0080 1.7914 0.9187 0.0066 1.5678 0.0079 0.0079 0.03 0.03 1190 0.0040 0.0080 1.7994 0.9253 0.0066 1.5757 0.0079 0.0079 0.03 0.03 1200 0.0040 0.0080 1.8074 0.9319 0.0066 1.5836 0.0079 0.0079 0.03 0.03 1210 0.0040 0.0080 1.8154 0.9386 0.0066 1.5916 0.0079 0.0079 0.03 0.03 1220 0.0040 0.0080 1.8234 0.9452 0.0067 1.5995 0.0079 0.0079 0.03 0.03 1230 0.0040 0.0080 1.8314 0.9519 0.0067 1.6074 0.0079 0.0079 0.03 0.03 1240 0.0040 0.0080 1.8394 0.9586 0.0067 1.6153 0.0079 0.0079 0.03 0.03 1250 0.0040 0.0080 1.8474 0.9652 0.0067 1.6232 0.0079 0.0079 0.03 0.03 1260 0.0040 0.0080 1.8554 0.9719 0.0067 1.6311 0.0079 0.0079 0.03 0.03 1270 0.0040 0.0080 1.8634 0.9786 0.0067 1.6391 0.0079 0.0079 0.03 0.03 1280 0.0040 0.0080 1.8714 0.9853 0.0067 1.6470 0.0079 0.0079 0.03 0.03 1290 0.0040 0.0080 1.8794 0.9920 0.0067 1.6549 0.0079 0.0079 0.03 0.03 1300 0.0040 0.0080 1.8874 0.9987 0.0067 1.6628 0.0079 0.0079 0.03 0.03 1310 0.0040 0.0080 1.8954 1.0055 0.0067 1.6707 0.0079 0.0079 0.03 0.03 1320 0.0040 0.0080 1.9034 1.0122 0.0067 1.6787 0.0079 0.0079 0.03 0.03 1330 0.0040 0.0080 1.9114 1.0189 0.0067 1.6866 0.0079 0.0079 0.03 0.03 1340 0.0040 0.0080 1.9194 1.0257 0.0067 1.6945 0.0079 0.0079 0.03 0.03 1350 0.0040 0.0080 1.9274 1.0324 0.0068 1.7024 0.0079 0.0079 0.03 0.03 1360 0.0040 0.0080 1.9354 1.0392 0.0068 1.7103 0.0079 0.0079 0.03 0.03 1370 0.0040 0.0080 1.9434 1.0460 0.0068 1.7183 0.0079 0.0079 0.03 0.03 1380 0.0040 0.0080 1.9514 1.0527 0.0068 1.7262 0.0079 0.0079 0.03 0.03 1390 0.0040 0.0080 1.9594 1.0595 0.0068 1.7341 0.0079 0.0079 0.03 0.03 1400 0.0040 0.0080 1.9674 1.0663 0.0068 1.7420 0.0079 0.0079 0.03 0.03 1410 0.0040 0.0080 1.9754 1.0731 0.0068 1.7500 0.0079 0.0079 0.03 0.03 1420 0.0040 0.0080 1.9834 1.0799 0.0068 1.7579 0.0079 0.0079 0.03 0.03 1430 0.0040 0.0080 1.9914 1.0867 0.0068 1.7658 0.0079 0.0079 0.03 0.03 1440 0.0040 0.0080 1.9994 1.0935 0.0068 1.7738 0.0079 0.0079 0.03 0.03 I D:\DAVE\STORM\2PREPHI.XLS 6/26/90 a 3:38 PM Page Z4 of S 1 ' N.G. Jacobson Associates, Inc. ' 2 Yr. Storm - Existing Site Conditions (Entire Site Except Ph. I Garage Roof) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/27/90 PROJECT: Valley Medical Center Phase II Parking Garage & Improvements ............................ AREA = 2.48 Acres Pt = 2.0 inches (Total rainfall for 2 year - 24 hour event) dt = 10 min. Tc = 3.41 min. (Existing site sheet flow => existing storm system => existing discharge outlet) ' w = 0.5945 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: ' AREA = 1.45 Acres AREA = 1.03 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 ' 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 1.01 CFS IRainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro - but i on Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0080 0.0080 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0080 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0080 0.0240 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0080 0.0320 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 50 0.0040 0.0080 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 60 0.0040 0.0080 0.0480 0.0000 0.0000 0.0002 0.0002 0.0001 0.00 0.00 ' 70 0.0040 0.0080 0.0560 0.0000 0.0000 0.0011 0.0008 0.0003 0.01 0.00 80 0.0040 0.0080 0.0640 0.0000 0.0000 0.0024 0.0013 0.0005 0.01 0.01 90 0.0040 0.0080 0.0720 0.0000 0.0000 0.0041 0.0018 0.0007 0.01 0.01 100 0.0040 0.0080 0.0800 0.0000 0.0000 0.0063 0.0022 0.0009 0.01 0.01 110 1 -0.0050 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0013 0.02 0.02 120 0.0050 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0016 0.02 0.02 130 0.0050 0.0100 0.1100 0.0000 0.0000 0.0175 0.0042 0.0017 0.03 0.03 140 0.0050 0.0100 0.1200 0.0000 0.0000 0.0221 0.0046 0.0019 0.03 0.03 ' 150 0.0050 0.0100 0.1300 0.0000 0.0000 0.0271 0.0050 0A021 0.03 0.03 160 0.0050 0.0100 0.1400 0.0000 0.0000 0.0324 0.0053 0.0022 0.03 0.03 170 0.0060 0.0120 0.1520 0.0000 0.0000 0.0392 0.0068 0.0028 0.04 0.04 180 0.0060 0.0120 0.1640 0.0000 0.0000 0.0464 0.0072 0.0030 0.04 0.04 190 0.0060 0.0120 0.1760 0.0000 0.0000 0.0539 0.0075 0.0031 0.05 0.05 200 0.0060 0.0120 0.1880 0.0000 0.0000 0.0617 0.0078 0.0032 0.05 0.05 210 0.0060 0.0120 0.2000 0.0000 0.0000 0.0698 0.0081 0.0034 0.05 0.05 220 0.0060 0.0120 0.2120 0.0000 0.0000 0.0781 0.0083 0.0035 0.05 0.05 ' 230 0.0070 0.0140 0.2260 0.0000 0.0000 0.0881 0.0100 0.0042 0.06 0.06 240 0.0070 0.0140 0.2400 0.0003 0.0003 0.0984 0.0103 0.0044 0.07 0.07 250 0.0070 0.0140 0.2540 0.0009 0.0006 0.1089 0.0105 0.0047 0.07 0.07 260 0.0070 0.0140 0.2680 0.0018 0.0009 0.1197 0.0108 0.0050 0.08 0.07 ' 270 0.0070 0.0140 0.2820 0.0031 0.0012 0.1306 0.0110 0.0053 0.08 0.08 280 0.0070 0.0140 0.2960 0.0046 0.0015 0.1418 0.0111 0.0055 0.08 0.08 290 0.0082 0.0164 0.3124 0.0068 0.0022 0.1551 0.0133 0.0068 0.10 0.09 300 0.0082 0.0164 0.3288 0.0093 0.0026 0.1685 0.0135 0.0071 0.11 0.11 ' 310 0.0082 0.0164 0.3452 0.0123 0.0029 0.1822 0.0137 0.0074 0.11 0.11 320 0.0082 0.0164 0.3616 0.0155 0.0033 0.1961 0.0138 0.0077 0.12 0.11 330 0.0082 0.0164 0.3780 0.0192 0.0036 0.2101 0.0140 0.0079 0.12 0.12 1 340 0.0082 0.0164 0.3944 0.0231 0.0039 0.2242 0.0141 0.0082 0.12 0.12 I D:\DAVE\STORM\2PREPHIS.XLS 6/27/90 iJ 10:47 AM Page ZS of �l N.G. Jacobson Associates, Inc. 1 1 11 1 p 1 350 0.0095 0.0190 0.4134 0.0281 0.0050 0.2407 0.0165 0.0098 0.15 0.14 360 0.0095 0.0190 0.4324 0.0334 0.0054 0.2574 0.0167 0.0101 0.15 0.15 370 0.0095 0.0190 0.4514 0.0392 0.0058 0.2743 0.0168 0.0104 0.16 0.15 380 0.0095 0.0190 0.4704 0.0453 0.0061 0.2912 0.0170 0.0106 0.16 0.16 390 0.0095 0.0190 0.4894 0.0518 0.0065 0.3083 0.0171 0.0109 0.16 0.16 400 0.0095 0.0190 0.5084 0.0586 0.0068 0.3255 0.0172 0.0111 0.17 0.17 410 0.0133 0.0266 0.5350 0.0687 0.0101 0.3497 0.0242 0.0160 0.24 0.21 420 0.0133 0.0266 0.5616 0.0794 0.0107 0.3742 0.0244 0.0164 0.25 0.25 430 0.0133 0.0266 0.5882 0.0907 0.0113 0.3987 0.0246 0.0168 0.25 0.25 440 0.0180 0.0360 0.6242 0.1068 0.0161 0.4322 0.0335 0.0233 0.35 0.31 450 0.0180 0.0360 0.6602 0.1238 0.0170 0.4659 0.0337 0.0240 0.36 0.36 460 0.0340 0.0680 0.7282 0.1583 0.0345 0.5300 0.0641 0.0468 0.70 0.56 470 0.0540 0.1080 0.8362 0.2185 0.0602 0.6330 0.1030 0.0780 1.17 1.01 480 0.0270 0.0540 0.8902 0.2508 0.0323 0.6848 0.0519 0.0404 0.61 0.87 490 0.0180 0.0360 0.9262 0.2730 0.0222 0.7195 0.0347 0.0274 0.41 0." 500 0.0134 0.0268 0.9530 0.2899 0.0169 0.7454 0.0259 0.0206 0.31 0.35 510 0.0134 0.0268 0.9798 0.3071 0.0172 0.7713 0.0259 0.0208 0.31 0.30 520 0.0134 0.0268 1.0066 0.3246 0.0175 0.7973 0.0260 0.0210 0.31 0.32 530 0.0088 0.0176 1.0242 0.3362 0.0116 0.8144 0.0171 0.0139 0.21 0.25 540 0.0088 0.0176 1.0418 0.3479 0.0117 0.8315 0.0171 0.0139 0.21 0.20 550 0.0088 0.0176 1.0594 0.3597 0.0118 0.8486 0.0171 0.0140 0.21 0.21 560 0.0088 0.0176 1.0770 0.3717 0.0119 0.8657 0.0171 0.0141 0.21 0.21 570 0.0088 0.0176 1.0946 0.3837 0.0120 0.8828 0.0171 0.0141 0.21 0.21 580 0.0088 0.0176 1.1122 0.3958 0.0121 0.9000 0.0171 0.0142 0.21 0.21 590 0.0088 0.0176 1.1298 0.4080 0.0122 0.9171 0.0172 0.0143 0.21 0.21 600 0.0088 0.0176 1.1474 0.4203 0.0123 0.9343 0.0172 0.0143 0.22 0.21 610 0.0088 0.0176 1.1650 0.4328 0.0124 0.9515 0.0172 0.0144 0.22 0.22 620 0.0088 0.0176 1.1826 0.4452 0.0125 0.9686 0.0172 0.0144 0.22 0.22 630 0.0088 0.0176 1.2002 0.4578 0.0126 0.9858 0.0172 0.0145 0.22 0.22 640 0.0088 0.0176 1.2178 0.4705 0.0127 1.0031 0.0172 0.0146 0.22 0.22 650 0.0072 0.0144 1.2322 0.4809 0.0104 1.0171 0.0141 0.0119 0.18 0.20 660 0.0072 0.0144 1.2466 0.4914 0.0105 1.0312 0.0141 0.0120 0.18 0.18 670 0.0072 0.0144 1.2610 0.5019 0.0105 1.0453 0.0141 0.0120 0.18 0.18 680 0.0072 0.0144 1.2754 0.5125 0.0106 1.0595 0.0141 0.0120 0.18 0.18 690 0.0072 0.0144 1.2898 0.5231 0.0106 1.0736 0.0141 0.0121 0.18 0.18 700 0.0072 0.0144 1.3042 0.5338 0.0107 1.0877 0.0141 0.0121 0.18 0.18 710 0.0072 0.0144 1.3186 0.5445 0.0107 1.1018 0.0141 0.0121 0.18 0.18 720 0.0072 0.0144 1.3330 0.5553 0.0108 1.1159 0.0141 0.0122 0.18 0.18 730 0.0072 0.0144 1.3474 0.5661 0.0108 1.1301 0.0141 0.0122 0.18 0.18 740 0.0072 0.0144 1.3618 0.5770 0.0109 1.1442 0.0141 0.0122 0.18 0.18 750 0.0072 0.0144 1.3762 0.5879 0.0109 1.1584 0.0141 0.0123 0.18 0.18 760 0.0072 0.0144 1.3906 0.5989 0.0110 1.1725 0.0141 0.0123 0.18 0.18 770 0.0057 0.0114 1.4020 0.6076 0.0087 1.1837 0.0112 0.0097 0.15 0.16 780 0.0057 0.0114 1.4134 0.6163 0.0087 1.1949 0.0112 0.0098 0.15 0.14 790 0.0057 0.0114 1.4248 0.6251 0.0088 1.2061 0.0112 0.0098 0.15 0.15 800 0.0057 0.0114 1.4362 0.6338 0.0088 1.2173 0.0112 0.0098 0.15 0.15 810 0.0057 0.0114 1.4476 0.6427 0.0088 1.2286 0.0112 0.0098 0.15 0.15 820 0.0057 0.0114 1.4590 0.6515 0.0088 1.2398 0.0112 0.0098 0.15 0.15 830 0.0057 0.0114 1.4704 0.6603 0.0089 1.2510 0.0112 0.0098 0.15 0.15 840 0.0057 0.0114 1.4818 0.6692 0.0089 1.2622 0.0112 0.0099 0.15 0.15 850 0.0057 0.0114 1.4932 0.6781 0.0089 1.2734 0.0112 0.0099 0.15 0.15 860 0.0057 0.0114 1.5046 0.6871 0.0089 1.2847 0.0112 0.0099 0.15 0.15 870 0.0057 0.0114 1.5160 0.6960 0.0090 1.2959 0.0112 0.0099 0.15 0.15 880 0.0057 0.0114 1.5274 0.7050 0.0090 1.3071 0.0112 0.0099 0.15 0.15 890 0.0050 0.0100 1.5374 0.7129 0.0079 1.3170 0.0099 0.0087 0.13 0.14 900 0.0050 0.0100 1.5474 0.7208 0.0079 1.3268 0.0099 0.0087 0.13 0.13 910 0.0050 0.0100 1.5574 0.7287 0.0079 1.3367 0.0099 0.0087 0.13 0.13 920 0.0050 0.0100 1.5674 0.7367 0.0079 1.3466 0.0099 0.0087 0.13 0.13 930 0.0050 0.0100 1.5774 0.7446 0.0080 1.3564 0.0099 0.0088 0.13 0.13 940 0.0050 0.0100 1.5874 0.7526 0.0080 1.3663 0.0099 0.0088 0.13 0.13 950 0.0050 0.0100 1.5974 0.7606 0.0080 1.3762 0.0099 0.0088 0.13 0.13 960 0.0050 0.0100 1.6074 0.7686 0.0080 1.3860 0.0099 0.0088 0.13 0.13 970 0.0050 0.0100 1.6174 0.7767 0.0080 1.3959 0.0099 0.0088 0.13 0.13 980 0.0050 0.0100 1.6274 0.7847 0.0080 1.4058 0.0099 0.0088 0.13 0.13 D:\DAVE\STORM\2PREPHIS.XLS 6/27/90 a 10:47 AM Page Z& of S �I N.G. Jacobson Associates, Inc. 1 1 1 990 0.0050 0.0100 1.6374 0.7928 0.0081 1.4156 0.0099 0.0088 0.13 0.13 1000 0.0050 0.0100 1.6474 0.8008 0.0081 1.4255 0.0099 0.0088 0.13 0.13 1010 0.0040 0.0080 1.6554 0.8073 0.0065 1.4334 0.0079 0.0071 0.11 0.12 1020 0.0040 0.0080 1.6634 0.8138 0.0065 1."13 0.0079 0.0071 0.11 0.10 1030 0.0040 0.0080 1.6714 0.8203 0.0065 1.4492 0.0079 0.0071 0.11 0.11 1040 0.0040 0.0080 1.6794 0.8268 0.0065 1.4571 0.0079 0.0071 0.11 0.11 1050 0.0040 0.0080 1.6874 0.8333 0.0065 1.4650 0.0079 0.0071 0.11 0.11 1060 0.0040 0.0080 1.6954 0.8398 0.0065 1.4729 0.0079 0.0071 0.11 0.11 1070 0.0040 0.0080 1.7034 0.8463 0.0065 1.4808 0.0079 0.0071 0.11 0.11 1080 0.0040 0.0080 1.7114 0.8528 0.0065 1.4887 0.0079 0.0071 0.11 0.11 1090 0.0040 0.0080 1.7194 0.8594 0.0065 1.4966 0.0079 0.0071 0.11 0.11 1100 0.0040 0.0080 1.7274 0.8659 0.0066 1.5045 0.0079 0.0071 0.11 0.11 1110 0.0040 0.0080 1.7354 0.8725 0.0066 1.5124 0.0079 0.0071 0.11 0.11 1120 0.0040 0.0080 1.7434 0.8791 0.0066 1.5203 0.0079 0.0071 0.11 0.11 1130 0.0040 0.0080 1.7514 0.8857 0.0066 1.5283 0.0079 0.0071 0.11 0.11 1140 0.0040 0.0080 1.7594 0.8922 0.0066 1.5362 0.0079 0.0071 0.11 0.11 1150 0.0040 0.0080 1.7674 0.8988 0.0066 1.5441 0.0079 0.0071 0.11 0.11 1160 0.0040 0.0080 1.7754 0.9054 0.0066 1.5520 0.0079 0.0071 0.11 0.11 1170 0.0040 0.0080 1.7834 0.9121 0.0066 1.5599 0.0079 0.0072 0.11 0.11 1180 0.0040 0.0080 1.7914 0.9187 0.0066 1.5678 0.0079 0.0072 0.11 0.11 1190 0.0040 0.0080 1.7994 0.9253 0.0066 1.5757 0.0079 0.0072 0.11 0.11 1200 0.0040 0.0080 1.8074 0.9319 0.0066 1.5836 0.0079 0.0072 0.11 0.11 1210 0.0040 0.0080 1.8154 0.9386 0.0066 1.5916 0.0079 0.0072 0.11 0.11 1220 0.0040 0.0080 1.8234 0.9452 0.0067 1.5995 0.0079 0.0072 0.11 0.11 1230 0.0040 0.0080 1.8314 0.9519 0.0067 1.6074 0.0079 0.0072 0.11 0.11 1240 0.0040 0.0080 1.8394 0.9586 0.0067 1.6153 0.0079 0.0072 0.11 0.11 1250 0.0040 0.0080 1.8474 0.9652 0.0067 1.6232 0.0079 0.0072 0.11 0.11 1260 0.0040 0.0080 1.8554 0.9719 0.0067 1.6311 0.0079 0.0072 0.11 0.11 1270 0.0040 0.0080 1.8634 0.9786 0.0067 1.6391 0.0079 0.0072 0.11 0.11 1280 0.0040 0.0080 1.8714 0.9853 0.0067 1.6470 0.0079 0.0072 0.11 0.11 1290 0.0040 0.0080 1.8794 0.9920 0.0067 1.6549 0.0079 0.0072 0.11 0.11 1300 0.0040 0.0080 1.8874 0.9987 0.0067 1.6628 0.0079 0.0072 0.11 0.11 1310 0.0040 0.0080 1.8954 1.0055 0.0067 1.6707 0.0079 0.0072 0.11 0.11 1320 0.0040 0.0080 1.9034 1.0122 0.0067 1.6787 0.0079 0.0072 0.11 0.11 1330 0.0040 0.0080 1.9114 1.0189 0.0067 1.6866 0.0079 0.0072 0.11 0.11 1340 0.0040 0.0080 1.9194 1.0257 0.0067 1.6945 0.0079 0.0072 0.11 0.11 1350 0.0040 0.0080 1.9274 1.0324 0.0068 1.7024 0.0079 0.0072 0.11 0.11 1360 0.0040 0.0080 1.9354 1.0392 0.0068 1.7103 0.0079 0.0072 0.11 0.11 1370 0.0040 0.0080 1.9434 1.0460 0.0068 1.7183 0.0079 0.0072 0.11 0.11 1380 0.0040 0.0080 1.9514 1.0527 0.0068 1.7262 0.0079 0.0073 0.11 0.11 1390 0.0040 0.0080 1.9594 1.0595 0.0068 1.7341 0.0079 0.0073 0.11 0.11 1400 0.0040 0.0080 1.9674 1.0663 0.0068 1.7420 0.0079 0.0073 0.11 0.11 1410 0.0040 0.0080 1.9754 1.0731 0.0068 1.7500 0.0079 0.0073 0.11 0.11 1420 0.0040 0.0080 1.9834 1.0799 0.0068 1.7579 0.0079 0.0073 0.11 0.11 1430 0.0040 0.0080 1.9914 1.0867 0.0068 1.7658 0.0079 0.0073 0.11 0.11 1440 0.0040 0.0080 1.9994 1.0935 0.0068 1.7738 0.0079 0.0073 0.11 0.11 D:\DAVE\STORM\2PREPHIS.XLS 6/27/90 a 10:47 AM Page Z-- of St N.G. Jacobson Associates, Inc. 2 Year Storm - Existing Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT: Valley Medical Center Phase II Parking Garage & Improvements X. AREA = 1.48 Acres Pt = 2.0 inches (Total rainfall for 2 year - 24 hour event) dt = 10 min. Tc = 3.41 min. (Sheet flow => storm system => existing discharge outlet) w = 0.5945 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 1.45 Acres AREA = 1.03 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 1.01 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0080 0.0080 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0080 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0080 0.0240 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0080 0.0320 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 50 0.0040 0.0080 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 60 0.0040 0.0080 0.0480 0.0000 0.0000 0.0002 0.0002 0.0002 0.00 0.00 70 0.0040 0.0080 0.0560 0.0000 0.0000 0.0011 0.0008 0.0006 0.01 0.00 80 0.0040 0.0080 0.0640 0.0000 0.0000 0.0024 0.0013 0.0009 0.01 0.01 90 0.0040 0.0080 0.0720 0.0000 0.0000 0.0041 0.0018 0.0012 0.01 0.01 100 0.0040 0.0080 0.0800 0.0000 0.0000 0.0063 0.0022 0.0015 0.01 0.01 110 0.0050 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0023 0.02 0.02 120 0.0050 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0026 0.02 0.02 130 0.0050 0.0100 0.1100 0.0000 0.0000 0.0175 0.0042 0.0029 0.03 0.03 140 0.0050 0.0100 0.1200 0.0000 0.0000 0.0221 0.0046 0.0032 0.03 0.03 150 0.0050 0.0100 0.1300 0.0000 0.0000 0.0271 0.0050 0.0035 0.03 0.03 160 0.0050 0.0100 0.1400 0.0000 0.0000 0.0324 0.0053 0.0037 0.03 0.03 170 0.0060 0.0120 0.1520 0.0000 0.0000 0.0392 0.0068 0.0047 0.04 0.04 180 0.0060 0.0120 0.1640 0.0000 0.0000 0.0464 0.0072 0.0050 0.04 0.04 190 0.0060 0.0120 0.1760 0.0000 0.0000 0.0539 0.0075 0.0052 0.05 0.05 200 0.0060 0.0120 0.1880 0.0000 0.0000 0.0617 0.0078 0.0054 0.05 0.05 210 0.0060 0.0120 0.2000 0.0000 0.0000 0.0698 0.0081 0.0056 0.05 0.05 220 0.0060 0.0120 0.2120 0.0000 0.0000 0.0781 0.0083 0.0058 0.05 0.05 230 0.0070 0.0140 0.2260 0.0000 0.0000 0.0881 0.0100 0.0070 0.06 0.06 240 0.0070 0.0140 0.2400 0.0003 0.0003 0.0984 0.0103 0.0074 0.07 0.07 250 0.0070 0.0140 0.2540 0.0009 0.0006 0.1089 0.0105 0.0079 0.07 0.07 260 0.0070 0.0140 0.2680 0.0018 0.0009 0.1197 0.0108 0.0084 0.08 0.07 270 0.0070 0.0140 0.2820 0.0031 0.0012 0.1306 0.0110 0.0088 0.08 0.08 280 0.0070 0.0140 0.2960 0.0046 0.0015 0.1418 0.0111 0.0093 0.08 0.08 290 0.0082 0.0164 0.3124 0.0068 0.0022 0.1551 0.0133 0.0114 0.10 0.09 300 0.0082 0.0164 0.3288 0.0093 0.0026 0.1685 0.0135 0.0119 0.11 0.11 310 0.0082 0.0164 0.3452 0.0123 0.0029 0.1822 0.0137 0.0124 0.11 0.11 320 0.0082 0.0164 0.3616 0.0155 0.0033 0.1961 0.0138 0.0128 0.12 0.11 330 0.0082 0.0164 0.3780 0.0192 0.0036 0.2101 0.0140 0.0133 0.12 0.12 340 0.0082 0.0164 0.3944 0.0231 0.0039 0.2242 0.0141 0.0137 0.12 0.12 D:\DAVE\STORM\2STPRE.XLS 6/29/90 @ 11:20 AM Page ! 9 of S 1 N.G. Jacobson Associates, Inc. 350 0.0095 0.0190 0.4134 0.0281 0.0050 0.2407 0.0165 0.0164 0.15 0.14 360 0.0095 0.0190 0.4324 0.0334 0.0054 0.2574 0.0167 0.0169 0.15 0.15 370 0.0095 0.0190 0.4514 0.0392 0.0058 0.2743 0.0168 0.0174 0.16 0.15 380 0.0095 0.0190 0.4704 0.0453 0.0061 0.2912 0.0170 0.0178 0.16 0.16 390 0.0095 0.0190 0.4894 0.0518 0.0065 0.3083 0.0171 0.0182 0.16 0.16 400 0.0095 0.0190 0.5084 0.0586 0.0068 0.3255 0.0172 0.0186 0.17 0.17 410 0.0133 0.0266 0.5350 0.0687 0.0101 0.3497 0.0242 0.0268 0.24 0.21 420 0.0133 0.0266 0.5616 0.0794 0.0107 0.3742 0.0244 0.0275 0.25 0.25 430 0.0133 0.0266 0.5882 0.0907 0.0113 0.3987 0.0246 0.0281 0.25 0.25 440 0.0180 0.0360 0.6242 0.1068 0.0161 0.4322 0.0335 0.0391 0.35 0.31 450 0.0180 0.0360 0.6602 0.1238 0.0170 0.4659 0.0337 0.0401 0.36 0.36 460 0.0340 0.0680 0.7282 0.1583 0.0345 0.5300 0.0641 0.0784 0.70 0.56 470 0.0540 0.1080 0.8362 0.2185 0.0602 0.6330 0.1030 0.1306 1.17 1.01 480 0.0270 0.0540 0.8902 0.2508 0.0323 0.6848 0.0519 0.0677 0.61 0.87 490 0.0180 0.0360 0.9262 0.2730 0.0222 0.7195 0.0347 0.0459 0.41 0.44 500 0.0134 0.0268 0.9530 0.2899 0.0169 0.7454 0.0259 0.0346 0.31 0.35 510 0.0134 0.0268 0.9798 0.3071 0.0172 0.7713 0.0259 0.0349 0.31 0.30 520 0.0134 0.0268 1.0066 0.3246 0.0175 0.7973 0.0260 0.0352 0.31 0.32 530 0.0088 0.0176 1.0242 0.3362 0.0116 0.81" 0.0171 0.0233 0.21 0.25 540 0.0088 0.0176 1.0418 0.3479 0.0117 0.8315 0.0171 0.0234 0.21 0.20 550 0.0088 0.0176 1.0594 0.3597 0.0118 0.8486 0.0171 0.0235 0.21 0.21 560 0.0088 0.0176 1.0770 0.3717 0.0119 0.8657 0.0171 0.0236 0.21 0.21 570 0.0088 0.0176 1.0946 0.3837 0.0120 0.8828 0.0171 0.0237 0.21 0.21 580 0.0088 0.0176 1.1122 0.3958 0.0121 0.9000 0.0171 0.0238 0.21 0.21 590 0. m 0.0176 1.1298 0.4080 0.0122 0.9171 0.0172 0.0239 0.21 0.21 600 0.0088 0.0176 1.1474 0.4203 0.0123 0.9343 0.0172 0.0240 0.22 0.21 610 0.0088 0.0176 1.1650 0.4328 0.0124 0.9515 0.0172 0.0241 0.22 0.22 620 0.0088 0.0176 1.1826 0.4452 0.0125 0.9686 0.0172 0.0242 0.22 0.22 630 0.0088 0.0176 1.2002 0.4578 0.0126 0.9858 0.0172 0.0243 0.22 0.22 640 0.0088 0.0176 1.2178 0.4705 0.0127 1.0031 0.0172 0.0244 0.22 0.22 650 0.0072 0.0144 1.2322 0.4809 0.0104 1.0171 0.0141 0.0200 0.18 0.20 660 0.0072 0.0144 1.2466 0.4914 0.0105 1.0312 0.0141 0.0201 0.18 0.18 670 0.0072 0.0144 1.2610 0.5019 0.0105 1.0453 0.0141 0.0201 0.18 0.18 680 0.0072 0.0144 1.2754 0.5125 0.0106 1.0595 0.0141 0.0202 0.18 0.18 690 0.0072 0.0144 1.2898 0.5231 0.0106 1.0736 0.0141 0.0202 0.18 0.18 700 0.0072 0.0144 1.3042 0.5338 0.0107 1.0877 0.0141 0.0203 0.18 0.18 710 0.0072 0.0144 1.3186 0.5445 0.0107 1.1018 0.0141 0.0203 0.18 0.18 720 0.0072 0.0144 1.3330 0.5553 0.0108 1.1159 0.0141 0.0204 0.18 0.18 730 0.0072 0.0144 1.3474 0.5661 0.0108 1.1301 0.0141 0.0204 0.18 0.18 740 0.0072 0.0144 1.3618 0.5770 0.0109 1.1442 0.0141 0.0205 0.18 0.18 750 0.0072 0.0144 1.3762 0.5879 0.0109 1.1584 0.0141 0.0205 0.18 0.18 760 0.0072 0.0144 1.3906 0.5989 0.0110 1.1725 0.0141 0.0206 0.18 0.18 770 0.0057 0.0114 1.4020 0.6076 0.0087 1.1837 0.0112 0.0163 0.15 0.16 780 0.0057 0.0114 1.4134 0.6163 0.0087 1.1949 0.0112 0.0164 0.15 0.14 790 0.0057 0.0114 1.4248 0.6251 0.0088 1.2061 0.0112 0.0164 0.15 0.15 800 0.0057 0.0114 1.4362 0.6338 0.0088 1.2173 0.0112 0.0164 0.15 0.15 810 0.0057 0.0114 1.4476 0.6427 0.0088 1.2286 0.0112 0.0164 0.15 0.15 820 0.0057 0.0114 1.4590 0.6515 0.0088 1.2398 0.0112 0.0165 0.15 0.15 830 0.0057 0.0114 1.4704 0.6603 0.0089 1.2510 0.0112 0.0165 0.15 0.15 840 0.0057 0.0114 1.4818 0.6692 0.0089 1.2622 0.0112 0.0165 0.15 0.15 850 0.0057 0.0114 1.4932 0.6781 0.0089 1.2734 0.0112 0.0165 0.15 0.15 860 0.0057 0.0114 1.5046 0.6871 0.0089 1.2847 0.0112 0.0166 0.15 0.15 870 0.0057 0.0114 1.5160 0.6960 0.0090 1.2959 0.0112 0.0166 0.15 0.15 880 0.0057 0.0114 1.5274 0.7050 0.0090 1.3071 0.0112 0.0166 0.15 0.15 890 0.0050 0.0100 1.5374 0.7129 0.0079 1.3170 0.0099 0.0146 0.13 0.14 900 0.0050 0.0100 1.5474 0.7208 0.0079 1.3268 0.0099 0.0146 0.13 0.13 910 0.0050 0.0100 1.5574 0.7287 0.0079 1.3367 0.0099 0.0146 0.13 0.13 920 0.0050 0.0100 1.5674 0.7367 0.0079 1.3466 0.0099 0.0146 0.13 0.13 930 0.0050 0.0100 1.5774 0.7446 0.0080 1.3564 0.0099 0.0147 0.13 0.13 940 0.0050 0.0100 1.5874 0.7526 0.0080 1.3663 0.0099 0.0147 0.13 0.13 950 0.0050 0.0100 1.5974 0.7606 0.0080 1.3762 0.0099 0.0147 0.13 0.13 960 0.0050 0.0100 1.6074 0.7686 0.0080 1.3860 0.0099 0.0147 0.13 0.13 970 0.0050 0.0100 1.6174 0.7767 0.0080 1.3959 0.0099 0.0147 0.13 0.13 980 0.0050 0.0100 1.6274 0.7847 0.0080 1.4058 0.0099 0.0147 0.13 0.13 D:\DAVE\STORM\2STPRE.XLS 6/29/90 a 11:20 AM Page Zq of SI N.G. Jacobson Associates, Inc. 990 0.0050 0.0100 1.6374 0.7928 0.0081 1.4156 0.0099 0.0148 0.13 0.13 1000 0.0050 0.0100 1.6474 0.8008 0.0081 1.4255 0.0099 0.0148 0.13 0.13 1010 0.0040 0.0080 1.6554 0.8073 0.0065 1.4334 0.0079 0.0118 0.11 0.12 1020 0.0040 0.0080 1.6634 0.8138 0.0065 1.4413 0.0079 0.0118 0.11 0.10 1030 0.0040 0.0080 1.6714 0.8203 0.0065 1.4492 0.0079 0.0119 0.11 0.11 1040 0.0040 0.0080 1.6794 0.8268 0.0065 1.4571 0.0079 0.0119 0.11 0.11 1050 0.0040 0.0080 1.6874 0.8333 0.0065 1.4650 0.0079 0.0119 0.11 0.11 1060 0.0040 0.0080 1.6954 0.8398 0.0065 1.4729 0.0079 0.0119 0.11 0.11 1070 0.0040 0.0080 1.7034 0.8463 0.0065 1.4808 0.0079 0.0119 0.11 0.11 1080 0.0040 0.0080 1.7114 0.8528 0.0065 1.4887 0.0079 0.0119 0.11 0.11 1090 0.0040 0.0080 1.7194 0.8594 0.0065 1.4966 0.0079 0.0119 0.11 0.11 1100 0.0040 0.0080 1.7274 0.8659 0.0066 1.5045 0.0079 0.0119 0.11 0.11 1110 0.0040 0.0080 1.7354 0.8725 0.0066 1.5124 0.0079 0.0119 0.11 0.11 1120 0.0040 0.0080 1.7434 0.8791 0.0066 1.5203 0.0079 0.0119 0.11 0.11 1130 0.0040 0.0080 1.7514 0.8857 0.0066 1.5283 0.0079 0.0119 0.11 0.11 1140 0.0040 0.0080 1.7594 0.8922 0.0066 1.5362 0.0079 0.0120 0.11 0.11 1150 0.0040 0.0080 1.7674 0.8988 0.0066 1.5441 0.0079 0.0120 0.11 0.11 1160 0.0040 0.0080 1.7754 0.9054 0.0066 1.5520 0.0079 0.0120 0.11 0.11 1170 0.0040 0.0080 1.7834 0.9121 0.0066 1.5599 0.0079 0.0120 0.11 0.11 1180 0.0040 0.0080 1.7914 0.9187 0.0066 1.5678 0.0079 0.0120 0.11 0.11 1190 0.0040 0.0080 1.7994 0.9253 0.0066 1.5757 0.0079 0.0120 0.11 0.11 1200 0.0040 0.0080 1.8074 0.9319 0.0066 1.5836 0.0079 0.0120 0.11 0.11 1210 0.0040 0.0080 1.8154 0.9386 0.0066 1.5916 0.0079 0.0120 0.11 0.11 1220 0.0040 0.0080 1.8234 0.9452 0.0067 1.5995 0.0079 0.0120 0.11 0.11 1230 0.0040 0.0080 1.8314 0.9519 0.0067 1.6074 0.0079 0.0120 0.11 0.11 1240 0.0040 0.0080 1.8394 0.9586 0.0067 1.6153 0.0079 0.0120 0.11 0.11 1250 0.0040 0.0080 1.8474 0.9652 0.0067 1.6232 0.0079 0.0121 0.11 0.11 1260 0.0040 0.0080 1.8554 0.9719 0.0067 1.6311 0.0079 0.0121 0.11 0.11 1270 0.0040 0.0080 1.8634 0.9786 0.0067 1.6391 0.0079 0.0121 0.11 0.11 1280 0.0040 0.0080 1.8714 0.9853 0.0067 1.6470 0.0079 0.0121 0.11 0.11 1290 0.0040 0.0080 1.8794 0.9920 0.0067 1.6549 0.0079 0.0121 0.11 0.11 1300 0.0040 0.0080 1.8874 0.9987 0.0067 1.6628 0.0079 0.0121 0.11 0.11 1310 0.0040 0.0080 1.8954 1.0055 0.0067 1.6707 0.0079 0.0121 0.11 0.11 1320 0.0040 0.0080 1.9034 1.0122 0.0067 1.6787 0.0079 0.0121 0.11 0.11 1330 0.0040 0.0080 1.9114 1.0189 0.0067 1.6866 0.0079 0.0121 0.11 0.11 1340 0.0040 0.0080 1.9194 1.0257 0.0067 1.6945 0.0079 0.0121 0.11 0.11 1350 0.0040 0.0080 1.9274 1.0324 0.0068 1.7024 0.0079 0.0121 0.11 0.11 1360 0.0040 0.0080 1.9354 1.0392 0.0068 1.7103 0.0079 0.0121 0.11 0.11 1370 0.0040 0.0080 1.9434 1.0460 0.0068 1.7183 0.0079 0.0121 0.11 0.11 1380 0.0040 0.0080 1.9514 1.0527 0.0068 1.7262 0.0079 0.0122 0.11 0.11 1390 0.0040 0.0080 1.9594 1.0595 0.0068 1.7341 0.0079 0.0122 0.11 0.11 1400 0.0040 0.0080 1.9674 1.0663 0.0068 1.7420 0.0079 0.0122 0.11 0.11 1410 0.0040 0.0080 1.9754 1.0731 0.0068 1.7500 0.0079 0.0122 0.11 0.11 1420 0.0040 0.0080 1.9834 1.0799 0.0068 1.7579 0.0079 0.0122 0.11 0.11 1430 0.0040 0.0080 1.9914 1.0867 0.0068 1.7658 0.0079 0.0122 0.11 0.11 1440 0.0040 0.0080 1.9994 1.0935 0.0068 1.7738 0.0079 0.0122 0.11 0.11 D:\DAVE\STORM\2STPRE.XLS 6/29/90 a 11:20 AM Page �-� of S N.G. Jacobson Associates, Inc. 10 Year Storm - Existing Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT: Valley Medical Center Phase II Parking Garage & Improvements AREA = 1.48 Acres Pt = 2.9 inches (Total rainfall for 10 year - 24 hour event) dt = 10 min. Tc = 3.41 min. (Sheet flow => storm system => existing discharge outlet) w = 0.5945 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 1.45 Acres AREA = 1.03 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 1.65 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental fated fated mental fated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0116 0.0116 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0116 0.0232 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0116 0.0348 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0116 0.0464 0.0000 0.0000 0.0001 0.0001 0.0001 0.00 0.00 50 0.0040 0.0116 0.0580 0.0000 0.0000 0.0013 0.0012 0.0008 0.01 0.00 60 0.0040 0.0116 0.0696 0.0000 0.0000 0.0036 0.0022 0.0015 0.01 0.01 70 0.0040 0.0116 0.0812 0.0000 0.0000 0.0067 0.0031 0.0022 0.02 0.02 80 0.0040 0.0116 0.0928 0.0000 0.0000 0.0106 0.0039 0.0027 0.02 0.02 90 0.0040 0.0116 0.1044 0.0000 0.0000 0.0151 0.0046 0.0032 0.03 0.03 100 0.0040 0.0116 0.1160 0.0000 0.0000 0.0202 0.0051 0.0036 0.03 0.03 110 0.0050 0.0145 0.1305 0.0000 0.0000 0.0274 0.0071 0.0050 0.04 0.04 120 0.0050 0.0145 0.1450 0.0000 0.0000 0.0352 0.0078 0.0055 0.05 0.05 130 0.0050 0.0145 0.1595 0.0000 0.0000 0.0436 0.0084 0.0059 0.05 0.05 140 0.0050 0.0145 0.1740 0.0000 0.0000 0.0526 0.0090 0.0062 0.06 0.05 150 0.0050 0.0145 0.1885 0.0000 0.0000 0.0620 0.0094 0.0065 0.06 0.06 160 0.0050 0.0145 0.2030 0.0000 0.0000 0.0718 0.0098 0.0068 0.06 0.06 170 0.0060 0.0174 0.2204 0.0000 0.0000 0.0841 0.0122 0.0085 0.08 0.07 180 0.0060 0.0174 0.2378 0.0002 0.0002 0.0967 0.0127 0.0090 0.08 0.08 190 0.0060 0.0174 0.2552 0.0010 0.0007 0.1098 0.0131 0.0098 0.09 0.09 200 0.0060 0.0174 0.2726 0.0022 0.0012 0.1233 0.0134 0.0106 0.09 0.09 210 0.0060 0.0174 0.2900 0.0039 0.0017 0.1370 0.0137 0.0112 0.10 0.10 220 0.0060 0.0174 0.3074 0.0061 0.0022 0.1510 0.0140 0.0119 0.11 0.10 230 0.0070 0.0203 0.3277 0.0091 0.0031 0.1676 0.0166 0.0146 0.13 0.12 240 0.0070 0.0203 0.3480 0.0128 0.0036 0.1846 0.0169 0.0154 0.14 0.14 250 0.0070 0.0203 0.3683 0.0170 0.0042 0.2018 0.0172 0.0161 0.14 0.14 260 0.0070 0.0203 0.3886 0.0217 0.0047 0.2192 0.0174 0.0167 0.15 0.15 270 0.0070 0.0203 0.4089 0.0269 0.0052 0.2368 0.0176 0.0173 0.16 0.15 280 0.0070 0.0203 0.4292 0.0325 0.0056 0.2546 0.0178 0.0179 0.16 0.16 290 0.0082 0.0238 0.4530 0.0397 0.0072 0.2757 0.0211 0.0217 0.19 0.18 300 0.0082 0.0238 0.4768 0.0474 0.0078 0.2969 0.0213 0.0224 0.20 0.20 310 0.0082 0.0238 0.5005 0.0558 0.0083 0.3184 0.0214 0.0231 0.21 0.20 320 0.0082 0.0238 0.5243 0.0646 0.0088 0.3400 0.0216 0.0237 0.21 0.21 330 0.0082 0.0238 0.5481 0.0739 0.0093 0.3618 0.0218 0.0243 0.22 0.22 340 0.0082 0.0238 0.5719 0.0837 0.0098 0.3836 0.0219 0.0248 0.22 0.22 D:\DAVE\STORM\10STPRE.XLS 6/29/90 a 11:19 AM Page 31 of S N.G. Jacobson Associates, Inc. 350 0.0095 0.0276 0.5994 0.0956 0.0119 0.4091 0.0255 0.0294 0.26 0.25 360 0.0095 0.0276 0.6270 0.1081 0.0125 0.4348 0.0256 0.0301 0.27 0.27 370 0.0095 0.0276 0.6545 0.1211 0.0130 0.4606 0.0258 0.0307 0.27 0.27 380 0.0095 0.0276 0.6821 0.1346 0.0135 0.4865 0.0259 0.0313 0.28 0.28 390 0.0095 0.0276 0.7096 0.1486 0.0140 0.5124 0.0260 0.0318 0.28 0.28 400 0.0095 0.0276 0.7372 0.1631 0.0145 0.5385 0.0261 0.0323 0.29 0.29 410 0.0133 0.0386 0.7758 0.1841 0.0210 0.5752 0.0367 0.0461 0.41 0.36 420 0.0133 0.0386 0.8143 0.2058 0.0218 0.6120 0.0368 0.0470 0.42 0.43 430 0.0133 0.0386 0.8529 0.2284 0.0225 0.6490 0.0370 0.0478 0.43 0.42 440 0.0180 0.0522 0.9051 0.2599 0.0316 0.6992 0.0502 0.0659 0.59 0.52 450 0.0180 0.0522 0.9573 0.2927 0.0327 0.7496 0.0504 0.0671 0.60 0.61 460 0.0340 0.0986 1.0559 0.3574 0.0647 0.8452 0.0956 0.1299 1.16 0.93 470 0.0540 0.1566 1.2125 0.4667 0.1093 0.9979 0.1527 0.2134 1.91 1.65 480 0.0270 0.0783 1.2908 0.5239 0.0572 1.0745 0.0767 0.1094 0.98 1.41 490 0.0180 0.0522 1.3430 0.5628 0.0390 1.1257 0.0512 0.0738 0.66 0.71 500 0.0134 0.0389 1.3819 0.5922 0.0294 1.1639 0.0382 0.0554 0.50 0.55 510 0.0134 0.0389 1.4207 0.6219 0.0297 1.2021 0.0382 0.0557 0.50 0.49 520 0.0134 0.0389 1.4596 0.6519 0.0300 1.2403 0.0382 0.0560 0.50 0.50 530 0.0088 0.0255 1.4851 0.6718 0.0199 1.2655 0.0251 0.0370 0.33 0.40 540 0.0088 0.0255 1.5106 0.6918 0.0200 1.2906 0.0251 0.0371 0.33 0.32 550 0.0088 0.0255 1.5361 0.7119 0.0201 1.3157 0.0251 0.0372 0.33 0.34 560 0.0088 0.0255 1.5616 0.7321 0.0202 1.3409 0.0252 0.0373 0.33 0.33 570 0.0088 0.0255 1.5872 0.7524 0.0203 1.3661 0.0252 0.0374 0.34 0.33 580 0.0088 0.0255 1.6127 0.7729 0.0204 1.3912 0.0252 0.0375 0.34 0.34 590 0.0088 0.0255 1.6382 0.7934 0.0205 1.4164 0.0252 0.0376 0.34 0.34 600 0.0088 0.0255 1.6637 0.8140 0.0206 1.4416 0.0252 0.0378 0.34 0.34 610 0.0088 0.0255 1.6892 0.8348 0.0207 1.4668 0.0252 0.0379 0.34 0.34 620 0.0088 0.0255 1.7148 0.8556 0.0208 1.4920 0.0252 0.0380 0.34 0.34 630 0.0088 0.0255 1.7403 0.8765 0.0209 1.5173 0.0252 0.0380 0.34 0.34 640 0.0088 0.0255 1.7658 0.8975 0.0210 1.5425 0.0252 0.0381 0.34 0.34 650 0.0072 0.0209 1.7867 0.9148 0.0173 1.5632 0.0206 0.0313 0.28 0.30 660 0.0072 0.0209 1.8076 0.9321 0.0173 1.5838 0.0207 0.0313 0.28 0.28 670 0.0072 0.0209 1.8284 0.9494 0.0174 1.6045 0.0207 0.0314 0.28 0.28 680 0.0072 0.0209 1.8493 0.9669 0.0174 1.6251 0.0207 0.0314 0.28 0.28 690 0.0072 0.0209 1.8702 0.9843 0.0175 1.6458 0.0207 0.0315 0.28 0.28 700 0.0072 0.0209 1.8911 1.0018 0.0175 1.6665 0.0207 0.0316 0.28 0.28 710 0.0072 0.0209 1.9120 1.0194 0.0176 1.6871 0.0207 0.0316 0.28 0.28 720 0.0072 0.0209 1.9328 1.0370 0.0176 1.7078 0.0207 0.0317 0.28 0.28 730 0.0072 0.0209 1.9537 1.0547 0.0177 1.7285 0.0207 0.0317 0.28 0.28 740 0.0072 0.0209 1.9746 1.0724 0.0177 1.7492 0.0207 0.0318 0.28 0.28 750 0.0072 0.0209 1.9955 1.0902 0.0178 1.7699 0.0207 0.0318 0.28 0.28 760 0.0072 0.0209 2.0164 1.1080 0.0178 1.7906 0.0207 0.0318 0.29 0.29 770 0.0057 0.0165 2.0329 1.1221 0.0141 1.8070 0.0164 0.0252 0.23 0.25 780 0.0057 0.0165 2.0494 1.1363 0.0142 1.8234 0.0164 0.0253 0.23 0.22 790 0.0057 0.0165 2.0660 1.1504 0.0142 1.8397 0.0164 0.0253 0.23 0.23 800 0.0057 0.0165 2.0825 1.1646 0.0142 1.8561 0.0164 0.0253 0.23 0.23 810 0.0057 0.0165 2.0990 1.1789 0.0142 1.8725 0.0164 0.0254 0.23 0.23 820 0.0057 0.0165 2.1155 1.1931 0.0143 1.8889 0.0164 0.0254 0.23 0.23 830 0.0057 0.0165 2.1321 1.2074 0.0143 1.9053 0.0164 0.0254 0.23 0.23 840 0.0057 0.0165 2.1486 1.2217 0.0143 1.9217 0.0164 0.0254 0.23 0.23 850 0.0057 0.0165 2.1651 1.2360 0.0143 1.9381 0.0164 0.0255 0.23 0.23 860 0.0057 0.0165 2.1817 1.2504 0.0144 1.9545 0.0164 0.0255 0.23 0.23 870 0.0057 0.0165 2.1982 1.2648 0.0144 1.9709 0.0164 0.0255 0.23 0.23 880 0.0057 0.0165 2.2147 1.2792 0.0144 1.9873 0.0164 0.0255 0.23 0.23 890 0.0050 0.0145 2.2292 1.2918 0.0127 2.0017 0.0144 0.0224 0.20 0.21 900 0.0050 0.0145 2.2437 1.3045 0.0127 2.0161 0.0144 0.0224 0.20 0.20 910 0.0050 0.0145 2.2582 1.3172 0.0127 2.0305 0.0144 0.0224 0.20 0.20 920 0.0050 0.0145 2.2727 1.3299 0.0127 2.0449 0.0144 0.0225 0.20 0.20 930 0.0050 0.0145 2.2872 1.3426 0.0127 2.0593 0.0144 0.0225 0.20 0.20 940 0.0050 0.0145 2.3017 1.3553 0.0127 2.0737 0.0144 0.0225 0.20 0.20 950 0.0050 0.0145 2.3162 1.3681 0.0127 2.0881 0.0144 0.0225 0.20 0.20 960 0.0050 0.0145 2.3307 1.3808 0.0128 2.1025 0.0144 0.0225 0.20 0.20 970 0.0050 0.0145 2.3452 1.3936 0.0128 2.1169 0.0144 0.0225 0.20 0.20 980 0.0050 0.0145 2.3597 1.4064 0.0128 2.1313 0.0144 0.0226 0.20 0.20 D:\DAVE\STORM\10STPRE.XLS 6/29/90 a 11:19 AM Page 3Z of �✓ i N.G. Jacobson Associates, Inc. Ll 990 0.0050 0.0145 2.3742 1.4192 0.0128 2.1457 0.0144 0.0226 0.20 0.20 1000 0.0050 0.0145 2.3887 1.4321 0.0128 2.1602 0.0144 0.0226 0.20 0.20 1010 0.0040 0.0116 2.4003 1.4423 0.0103 2.1717 0.0115 0.0181 0.16 0.18 1020 0.0040 0.0116 2.4119 1.4526 0.0103 2.1832 0.0115 0.0181 0.16 0.16 1030 0.0040 0.0116 2.4235 1.4629 0.0103 2.1947 0.0115 0.0181 0.16 0.16 1040 0.0040 0.0116 2.4351 1.4732 0.0103 2.2063 0.0115 0.0181 0.16 0.16 1050 0.0040 0.0116 2.4467 1AM 0.0103 2.2178 0.0115 0.0181 0.16 0.16 1060 0.0040 0.0116 2.4583 1.4938 0.0103 2.2293 0.0115 0.0181 0.16 0.16 1070 0.0040 0.0116 2.4699 1.5042 0.0103 2.2408 0.0115 0.0181 0.16 0.16 1080 0.0040 0.0116 2.4815 1.5145 0.0103 2.2524 0.0115 0.0182 0.16 0.16 1090 0.0040 0.0116 2.4931 1.5248 0.0103 2.2639 0.0115 0.0182 0.16 0.16 1100 0.0040 0.0116 2.5047 1.5352 0.0104 2.2754 0.0115 0.0182 0.16 0.16 1110 0.0040 0.0116 2.5163 1.5455 0.0104 2.2870 0.0115 0.0182 0.16 0.16 1120 0.0040 0.0116 2.5279 1.5559 0.0104 2.2985 0.0115 0.0182 0.16 0.16 1130 0.0040 0.0116 2.5395 1.5663 0.0104 2.3100 0.0115 0.0182 0.16 0.16 1140 0.0040 0.0116 2.5511 1.5767 0.0104 2.3216 0.0115 0.0182 0.16 0.16 1150 0.0040 0.0116 2.5627 1.5871 0.0104 2.3331 0.0115 0.0182 0.16 0.16 1160 0.0040 0.0116 2.5743 1.5975 0.0104 2.3446 0.0115 0.0182 0.16 0.16 1170 0.0040 0.0116 2.5859 1.6079 0.0104 2.3562 0.0115 0.0182 0.16 0.16 1180 0.0040 0.0116 2.5975 1.6183 0.0104 2.3677 0.0115 0.0182 0.16 0.16 1190 0.0040 0.0116 2.6091 1.6287 0.0104 2.3793 0.0115 0.0182 0.16 0.16 1200 0.0040 0.0116 2.6207 1.6392 0.0104 2.3908 0.0115 0.0183 0.16 0.16 1210 0.0040 0.0116 2.6323 1.6496 0.0104 2.4023 0.0115 0.0183 0.16 0.16 1220 0.0040 0.0116 2.6439 1.6601 0.0104 2.4139 0.0115 0.0183 0.16 0.16 1230 0.0040 0.0116 2.6555 1.6705 0.0105 2.4254 0.0115 0.0183 0.16 0.16 1240 0.0040 0.0116 2.6671 1.6810 0.0105 2.4369 0.0115 0.0183 0.16 0.16 1250 0.0040 0.0116 2.6787 1.6914 0.0105 2.4485 0.0115 0.0183 0.16 0.16 1260 0.0040 0.0116 2.6903 1.7019 0.0105 2.4600 0.0115 0.0183 0.16 0.16 1270 0.0040 0.0116 2.7019 1.7124 0.0105 2.4716 0.0115 0.0183 0.16 0.16 1280 0.0040 0.0116 2.7135 1.7229 0.0105 2.4831 0.0115 0.0183 0.16 0.16 1290 0.0040 0.0116 2.7251 1.7334 0.0105 2.4947 0.0115 0.0183 0.16 0.16 1300 0.0040 0.0116 2.7367 1.7439 0.0105 2.5062 0.0115 0.0183 0.16 0.16 1310 0.0040 0.0116 2.7483 1.7544 0.0105 2.5177 0.0115 0.0183 0.16 0.16 1320 0.0040 0.0116 2.7599 1.7649 0.0105 2.5293 0.0115 0.0183 0.16 0.16 1330 0.0040 0.0116 2.7715 1.7755 0.0105 2.5408 0.0115 0.0183 . 0.16 0.16 1340 0.0040 0.0116 2.7831 1.7860 0.0105 2.5524 0.0115 0.0184 0.16 0.16 1350 0.0040 0.0116 2.7947 1.7965 0.0105 2.5639 0.0115 0.0184 0.16 0.16 1360 0.0040 0.0116 2.8063 1.8071 0.0105 2.5755 0.0115 0.0184 0.16 0.16 1370 0.0040 0.0116 2.8179 1.8176 0.0106 2.5870 0.0115 0.0184 0.16 0.16 1380 0.0040 0.0116 2.8295 1.8282 0.0106 2.5985 0.0115 0.0184 0.16 0.16 1390 0.0040 0.0116 2.8411 1.8388 0.0106 2.6101 0.0115 0.0184 0.16 0.16 1400 0.0040 0.0116 2.8527 1.8494 0.0106 2.6216 0.0115 0.0184 0.16 0.16 1410 0.0040 0.0116 2.8643 1.8599 0.0106 2.6332 0.0115 0.0184 0.16 0.16 1420 0.0040 0.0116 2.8759 1.8705 0.0106 2.6447 0.0115 0.0184 0.16 0.16 1430 0.0040 0.0116 2.8875 1.8811 0.0106 2.6563 0.0115 0.0184 0.16 0.16 1"0 0.0040 0.0116 2.8991 1.8917 0.0106 2.6678 0.0115 0.0184 0.16 0.16 ID:\DAVE\STORM\10STPRE.XIS 6/29/90 a 11:19 AM Page -33 of Sk IN.G. Jacobson Associates, Inc. 35 Year Storm - Existing Site Conditions (Surface Parking Site Only) Santa oarbmra Urban nvumgraFm cxoux)/ Nmrvlvoi, model of drainage features a/zY/Yu pxoJscT Valley Medical Center px �� Parking x m Improvements AREA ~ 1'48xcreo Pt = 3'4 inches (Total rain/all for 25 year ' 24 hour event) ut ~ 10min' rc = 3'41 min' (Sheet flow =^ storm system =^ existing discharge outlet) w ~ 0'5945 (Routing Constant, w ~ ut/(zrc + ut)) pcnvInus Parcel: IwpsxvIouo parcel AREA = 1'45 Acres AREA = 1'03 Acres ow = 90 ow = ym s ~ 1'11 u ~ o'Zo o.zn ~ u'az o'zn ~ o'u* Peak Discharge 2.02 C7FS Rainfall znc,,' xccumw' xvcumv' znc,e' Accumu' Inore' Instant Design Time uiotri' mental Latod Lateu mental Latey mental Total x'uro' xrurp' uutivn Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff «,aFm sroFm / i / , po 10 0'0040 0'0136 0.0136 0.0000 0'0000 0'0800 0,0000 0.0000 V'VV o'VV zn 0.0040 0.0136 0.0272 0.0000 V'onoo o'oouu n'oono o'0000 o'oo o'oo oo 0.0040 0'0136 0'0408 o'000n o'ouuo o'000n o'uouo o'0000 o'oo o'uo 40 0.0040 0'0136 0.0544 0'0000 0'0000 0.0008 0'0008 0'0008 0'01 0'00 su 0'0040 0'0136 u'oaun o'oouo n'u000 o'oosZ o'ooas 0'0016 0'01 0'01 ao o'uowo 0'0136 0'0816 o'0000 u'0000 o'ooaa n'000a o'onz* o'na o'uz ro 0'0040 0'0136 o'nwsa o'oono n'000u 0'0114 0'0047 o'uusz u'uo o'oo uo 0'0040 0'0136 0'1008 o'u000 o'0000 0'0170 V'noss 0'0039 o'os o'uo vo 0'0040 0'0136 0'1224 o'ouoo o'uono o'uaso o'ooa] 0'00*4 0'04 0'04 100 0'0040 0'0136 0'1360 V'n000 V'onoo o'oouJ 0'0070 0'0049 0'04 0.04 110 0'0050 0'0170 0'1530 V'VVoo V'VVVV 0'0398 0'0095 0'0066 0'06 0'05 120 o'ooso 0'0170 0'1700 o'OVVV o'0000 0'0501 0'0103 0'0072 0'06 0.06 130 u'ooso 0.0170 0'1870 0.0000 n'0000 0.0610 0'0109 0'0076 0'07 o'ur 140 0'0050 0'0170 0'2040 n'ouoo o'000u 0'0725 0'0115 o'uouo o'or o'or 150 0.0050 0'0170 0'2210 o'onoo o'0000 0'0845 0'0120 u'oous o'nr 0'07 160 o'ooso 0'0170 0'2380 o'onoZ n'uona 0'0969 0'0124 o'uoun o'oo o'uu 170 0'0060 0.0204 0'358* 0'0011 0.0009 0'1123 0'0154 0'0116 0'10 u'ue 180 0.0060 0'0204 0'27u8 0.0027 0'0016 0'1281 0'0158 n'oma 0'11 0'11 190 0'0060 0'0204 0'29*2 0'0050 n'oozc 0'1444 0'0162 0.0135 0'12 �z 0.12 zuo 0.0060 0.0204 0'3196 o'ooru o'oozp 0'1610 0.0166 0'0144 0'13 0'13 210 o'noan 0'0204 0'3400 0'0113 0.0034 0'1779 0'0169 0'0151 0'14 0'13 azu 0.0060 0'0204 0'3604 0'01*3 0.0040 0'1950 0'0172 0'0159 0'14 u'w Z]u o'oo7o n'nZJu n'�u�z u'oZoa o'uo5� o.o o.oZos o'u1v� o 1r ' o . 1a54 240 o'noru 0'0238 0'4080 0'0266 V'Voao 0'2360 0'0206 u'VZoZ 0'18 0'18 250 o'onro o'uaoo 0'4318 o'us]J 0'0066 0'2569 0.0209 0'0310 0'19 0'1* zao o'Voro o'oZoa 0'4556 0'040 0'0073 0.2780 0.0211 0'0218 o'zu 0.19 270 0'0070 o'oaou 0'4794 0'0483 0'0078 0'2993 o'oms o'ulls o'zo o'ao zao o'ooro 0'0238 0'5032 0'0567 o'uou* o'JZou 0'0215 0'0232 0'21 o'o Zvo 0.0082 0'0279 0'5311 0'0672 0'0105 0'3462 0'0254 0'0279 o'as o'zo sno 0.0082 0'0279 0.5590 0.0783 0.0111 0'3717 0'0256 o'ozur 0.26 n'aa Jm 0.0082 0'0279 0'5868 0.0901 0'0118 0'3975 0'0257 0.0294 o'za 0'26 ozu 0'0082 0'0279 0'6147 0'1025 0'0124 0'4234 V'oZs* 0'0301 o'ar 0'27 JJV 0.0082 o'ozrp 0'6426 0.1154 0'0129 0'4494 V'uaao 0.0308 0'28 0.27 340 n'oouz 0.0279 0'6705 0'1889 0.0135 0'4755 0'0262 0'0314 o'za o'zu o:\oxvc\oroxm\25nrpxE'xLo 6/29/90 m 11:18 xm peye -2A vf'�51 IN.G. Jacobson Associates, Inc. ' 350 0.0095 0.0323 0.7028 0.1451 0.0162 0.5060 0.0304 0.0371 0.33 0.31 360 0.0095 0.0323 0.7351 0.1620 0.0169 0.5365 0.0306 0.0378 0.34 0.34 370 0.0095 0.0323 0.7674 0.1794 0.0175 0.5672 0.0307 0.0385 0.34 0.34 380 0.0095 0.0323 0.7997 0.1975 0.0180 0.5980 0.0308 0.0391 0.35 0.35 ' 390 0.0095 0.0323 0.8320 0.2161 0.0186 0.6289 0.0309 0.0397 0.36 0.35 400 0.0095 0.0323 0.8643 0.2351 0.0191 0.6599 0.0310 0.0403 0.36 0.36 410 0.0133 0.0452 0.9095 0.2627 0.0275 0.7034 0.0435 0.0572 0.51 0.45 420 0.0133 0.0452 0.9547 0.2910 0.0284 0.7471 0.0436 0.0582 0.52 0.53 ' 430 0.0133 0.0452 0.9999 0.3202 0.0292 0.7908 0.0438 0.0591 0.53 0.52 440 0.0180 0.0612 1.0611 0.3609 0.0407 0.8503 0.0594 0.0812 0.73 0.65 450 0.0180 0.0612 1.1223 0.4028 0.0419 0.9098 0.0596 0.0826 0.74 0.75 460 0.0340 0.1156 1.2379 0.4851 0.0822 1.0228 0.1129 0.1592 1.43 1.15 ' 470 0.0540 0.1836 1.4215 0.6226 0.1375 1.2029 0.1802 0.2601 2.33 2.02 480 0.0270 0.0918 1.5133 0.6939 0.0714 1.2933 0.0904 0.1328 1.19 1.71 490 0.0180 0.0612 1.5745 0.7424 0.0484 1.3536 0.0603 0.0894 0.80 0.86 500 0.0134 0.0456 1.6201 0.7788 0.0365 1.3986 0.0449 0.0670 0.60 0.67 510 0.0134 0.0456 1.6657 0.8156 0.0368 1.4435 0.0450 0.0673 0.60 0.59 520 0.0134 0.0456 1.7112 0.8527 0.0371 1.4885 0.0450 0.0677 0.61 0.61 530 0.0088 0.0299 1.7411 0.8772 0.0245 1.5181 0.0296 0.0446 0.40 0.48 540 0.0088 0.0299 1.7711 0.9019 0.0246 1.5477 0.0296 0.0447 0.40 0.38 ' 550 0.0088 0.0299 1.8010 0.9266 0.0248 1.5773 0.0296 0.0448 0.40 0.40 560 0.0088 0.0299 LOW 0.9515 0.0249 1.6069 0.0296 0.0450 0.40 0.40 570 0.0088 0.0299 1.8608 0.9765 0.0250 1.6365 0.0296 0.0451 0.40 0.40 580 0.0088 0.0299 1.8907 1.0016 0.0251 1.6661 0.0296 0.0452 0.40 0.40 590 0.0088 0.0299 1.9207 1.0267 0.0252 1.6957 0.0296 0.0453 0.41 0.41 600 0.0088 0.0299 1.9506 1.0520 0.0253 1.7254 0.0296 0.0454 0.41 0.41 610 0.0088 0.0299 1.9805 1.0774 0.0254 1.7550 0.0296 0.0455 0.41 0.41 620 0.0088 0.0299 2.0104 1.1029 0.0255 1.7847 0.0297 0.0456 0.41 0.41 630 0.0088 0.0299 2.0403 1.1285 0.0256 1.8143 0.0297 0.0457 0.41 0.41 640 0.0088 0.0299 2.0703 1.1541 0.0257 1.8440 0.0297 0.0458 0.41 0.41 650 0.0072 0.0245 2.0947 1.1752 0.0211 1.8683 0.0243 0.0375 0.34 0.37 660 0.0072 0.0245 2.1192 1.1963 0.0211 1.8926 0.0243 0.0376 0.34 0.33 670 0.0072 0.0245 2.1437 1.2175 0.0212 1.9169 0.0243 0.0376 0.34 0.34 680 0.0072 0.0245 2.1682 1.2387 0.0212 1.9411 0.0243 0.0377 0.34 0.34 690 0.0072 0.0245 2.1927 1.2600 0.0213 1.9654 0.0243 0.0377 0.34 0.34 700 0.0072 0.0245 2.2171 1.2813 0.0213 1.9897 0.0243 0.0378 0.34 0.34 710 0.0072 0.0245 2.2416 1.3027 0.0214 2.0140 0.0243 0.0379 0.34 0.34 720 0.0072 0.0245 2.2661 1.3241 0.0214 2.0383 0.0243 0.0379 0.34 0.34 730 0.0072 0.0245 2.2906 1.3455 0.0215 2.0627 0.0243 0.0379 0.34 0.34 740 0.0072 0.0245 2.3151 1.3671 0.0215 2.0870 0.0243 0.0380 0.34 0.34 ' 750 0.0072 0.0245 2.3395 1.3886 0.0216 2.1113 0.0243 0.0380 0.34 0.34 760 0.0072 0.0245 2.3640 1.4102 0.0216 2.1356 0.0243 0.0381 0.34 0.34 770 0.0057 0.0194 2.3834 1.4273 0.0171 2.1549 0.0193 0.0302 0.27 0.30 780 0.0057 0.0194 2.4028 1.4445 0.0172 2.1741 0.0193 0.0302 0.27 0.26 790 0.0057 0.0194 2.4222 1.4617 0.0172 2.1934 0.0193 0.0302 0.27 0.27 800 0.0057 0.0194 2.4415 1.4789 0.0172 2.2126 0.0193 0.0303 0.27 0.27 810 0.0057 0.0194 2.4609 1.4961 0.0172 2.2319 0.0193 0.0303 0.27 0.27 820 0.0057 0.0194 2.4803 1.5134 0.0173 2.2512 0.0193 0.0303 0.27 0.27 ' 830 0.0057 0.0194 2.4997 1.5307 0.0173 2.2704 0.0193 0.0303 0.27 0.27 840 0.0057 0.0194 2.5191 1.5480 0.0173 2.2897 0.0193 0.0304 0.27 0.27 850 0.0057 0.0194 2.5384 1.5653 0.0173 2.3090 0.0193 0.0304 0.27 0.27 860 0.0057 0.0194 2.5578 1.5827 0.0174 2.3282 0.0193 0.0304 0.27 0.27 ' 870 0.0057 0.0194 2.5772 1.6001 0.0174 2.3475 0.0193 0.0304 0.27 0.27 880 0.0057 0.0194 2.5966 1.6175 0.0174 2.3668 0.0193 0.0305 0.27 0.27 890 0.0050 0.0170 2.6136 1.6327 0.0153 2.3837 0.0169 0.0267 0.24 0.25 900 0.0050 0.0170 2.6306 1.6480 0.0153 2.4006 0.0169 0.0268 0.24 0.24 ' 910 0.0050 0.0170 2.6476 1.6633 0.0153 2.4175 0.0169 0.0268 0.24 0.24 920 0.0050 0.0170 2.6646 1.6787 0.0153 2.4344 0.0169 0.0268 0.24 0.24 930 0.0050 0.0170 2.6816 1.6940 0.0153 2.4513 0.0169 0.0268 0.24 0.24 940 0.0050 0.0170 2.6986 1.7094 0.0154 2.4682 0.0169 0.0268 0.24 0.24 950 0.0050 0.0170 2.7156 1.7248 0.0154 2.4851 0.0169 0.0268 0.24 0.24 960 0.0050 0.0170 2.7326 1.7401 0.0154 2.5021 0.0169 0.0269 0.24 0.24 970 0.0050 0.0170 2.7496 1.7556 0.0154 2.5190 0.0169 0.0269 0.24 0.24 ' 980 0.0050 0.0170 2.7666 1.7710 0.0154 2.5359 0.0169 0.0269 0.24 0.24 D:\DAVE\STORM\25STPRE.XLS 6/29/90 a 11:18 AM Page of S N.G. Jacobson Associates, Inc. 1 F� 11 990 0.0050 0.0170 2.7836 1.7864 0.0154 2.5528 0.0169 0.0269 0.24 0.24 1000 0.0050 0.0170 2.8006 1.8019 0.0155 2.5697 0.0169 0.0269 0.24 0.24 1010 0.0040 0.0136 2.8142 1.8142 0.0124 2.5833 0.0135 0.0215 0.19 0.21 1020 0.0040 0.0136 2.8278 1.8266 0.0124 2.5968 0.0135 0.0215 0.19 0.19 1030 0.0040 0.0136 2.8414 1.8390 0.0124 2.6103 0.0135 0.0216 0.19 0.19 1040 0.0040 0.0136 2.8550 1.8514 0.0124 2.6239 0.0135 0.0216 0.19 0.19 1050 0.0040 0.0136 2.8686 1.8638 0.0124 2.6374 0.0135 0.0216 0.19 0.19 1060 0.0040 0.0136 2.8822 1.8762 0.0124 2.6510 0.0135 0.0216 0.19 0.19 1070 0.0040 0.0136 2.8958 1.8886 0.0124 2.6645 0.0135 0.0216 0.19 0.19 1080 0.0040 0.0136 2.9094 1.9011 0.0124 2.6780 0.0135 0.0216 0.19 0.19 1090 0.0040 0.0136 2.9230 1.9135 0.0124 2.6916 0.0135 0.0216 0.19 0.19 1100 0.0040 0.0136 2.9366 1.9260 0.0124 2.7051 0.0135 0.0216 0.19 0.19 1110 0.0040 0.0136 2.9502 1.9384 0.0125 2.7187 0.0135 0.0216 0.19 0.19 1120 0.0040 0.0136 2.9638 1.9509 0.0125 2.7322 0.0135 0.0216 0.19 0.19 1130 0.0040 0.0136 2.9774 1.9634 0.0125 2.7457 0.0135 0.0216 0.19 0.19 1140 0.0040 0.0136 2.9910 1.9758 0.0125 2.7593 0.0135 0.0217 0.19 0.19 1150 0.0040 0.0136 3.0046 1.9883 0.0125 2.7728 0.0135 0.0217 0.19 0.19 1160 0.0040 0.0136 3.0182 2.0008 0.0125 2.7864 0.0135 0.0217 0.19 0.19 1170 0.0040 0.0136 3.0318 2.0133 0.0125 2.7999 0.0135 0.0217 0.19 0.19 1180 0.0040 0.0136 3.0454 2.0258 0.0125 2.8135 0.0135 0.0217 0.19 0.19 1190 0.0040 0.0136 3.0590 2.0384 0.0125 2.8270 0.0135 0.0217 0.19 0.19 1200 0.0040 0.0136 3.0726 2.0509 0.0125 2.8406 0.0135 0.0217 0.19 0.19 1210 0.0040 0.0136 3.0862 2.0634 0.0125 2.8541 0.0135 0.0217 0.19 0.19 1220 0.0040 0.0136 3.0998 2.0760 0.0125 2.8676 0.0135 0.0217 0.19 0.19 1230 0.0040 0.0136 3.1134 2.0885 0.0125 2.8812 0.0135 0.0217 0.19 0.19 1240 0.0040 0.0136 3.1270 2.1011 0.0126 2.8947 0.0135 0.0217 0.19 0.19 1250 0.0040 0.0136 3.1406 2.1136 0.0126 2.9083 0.0135 0.0217 0.19 0.19 1260 0.0040 0.0136 3.1542 2.1262 0.0126 2.9218 0.0135 0.0217 0.19 0.19 1270 0.0040 0.0136 3.1678 2.1388 0.0126 2.9354 0.0135 0.0218 0.19 0.19 1280 0.0040 0.0136 3.1814 2.1514 0.0126 2.9489 0.0135 0.0218 0.19 0.19 1290 0.0040 0.0136 3.1950 2.1640 0.0126 2.9625 0.0135 0.0218 0.19 0.19 1300 0.0040 0.0136 3.2086 2.1765 0.0126 2.9760 0.0135 0.0218 0.19 0.19 1310 0.0040 0.0136 3.2222 2.1892 0.0126 2.9896 0.0136 0.0218 0.20 0.19 1320 0.0040 0.0136 3.2358 2.2018 0.0126 3.0031 0.0136 0.0218 0.20 0.20 1330 0.0040 0.0136 3.2494 2.2144 0.0126 3.0167 0.0136 0.0218 0.20 0.20 1340 0.0040 0.0136 3.2630 2.2270 0.0126 3.0302 0.0136 0.0218 0.20 0.20 1350 0.0040 0.0136 3.2766 2.2396 0.0126 3.0438 0.0136 0.0218 0.20 0.20 1360 0.0040 0.0136 3.2902 2.2523 0.0126 3.0573 0.0136 0.0218 0.20 0.20 1370 0.0040 0.0136 3.3038 2.2649 0.0126 3.0709 0.0136 0.0218 0.20 0.20 1380 0.0040 0.0136 3.3174 2.2776 0.0126 3.0844 0.0136 0.0218 0.20 0.20 1390 0.0040 0.0136 3.3310 2.2902 0.0127 3.0980 0.0136 0.0218 0.20 0.20 1400 0.0040 0.0136 3.3446 2.3029 0.0127 3.1116 0.0136 0.0218 0.20 0.20 1410 0.0040 0.0136 3.3582 2.3155 0.0127 3.1251 0.0136 0.0218 0.20 0.20 1420 0.0040 0.0136 3.3718 2.3282 0.0127 3.1387 0.0136 0.0218 0.20 0.20 1430 0.0040 0.0136 3.3854 2.3409 0.0127 3.1522 0.0136 0.0219 0.20 0.20 1440 0.0040 0.0136 3.3990 2.3536 0.0127 3.1658 0.0136 0.0219 0.20 0.20 ID:\DAVE\STORM\25STPRE.XLS 6/29/90 a 11:18 AM Page -3(0 of S 1 N.G. Jacobson Associates, Inc. 11 u 100 Year Storm - Existing Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT. Valley Medical Center Phase II Parking Garage & Improvements :: AREA = 1.48 Acres Pt = 3.9 inches (Total rainfall for 100 year - 24 hour event) dt = 10 min. Tc = 3.41 min. (Sheet flow => storm system => existing discharge outlet) w = 0.5945 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 1.45 Acres AREA = 1.03 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 2.38 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0156 0.0156 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0156 0.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0156 0.0468 0.0000 0.0000 0.0002 0.0002 0.0001 0.00 0.00 40 0.0040 0.0156 0.0624 0.0000 0.0000 0.0021 0.0019 0.0013 0.01 0.01 50 0.0040 0.0156 0.0780 0.0000 0.0000 0.0057 0.0037 0.0026 0.02 0.02 60 0.0040 0.0156 0.0936 0.0000 0.0000 0.0108 0.0051 0.0036 0.03 0.03 70 0.0040 0.0156 0.1092 0.0000 0.0000 0.0172 0.0063 0.0044 0.04 0.04 80 0.0040 0.0156 0.1248 0.0000 0.0000 0.0245 0.0073 0.0051 0.05 0.04 90 0.0040 0.0156 0.1404 0.0000 0.0000 0.0327 0.0082 0.0057 0.05 0.05 100 0.0040 0.0156 0.1560 0.0000 0.0000 0.0416 0.0089 0.0062 0.06 0.05 110 0.0050 0.0195 0.1755 0.0000 0.0000 0.0535 0.0120 0.0083 0.07 0.07 120 0.0050 0.0195 0.1950 0.0000 0.0000 0.0664 0.0128 0.0089 0.08 0.08 130 0.0050 0.0195 0.2145 0.0000 0.0000 0.0799 0.0135 0.0094 0.08 0.08 140 0.0050 0.0195 0.2340 0.0001 0.0001 0.0939 0.0141 0.0099 0.09 0.09 150 0.0050 0.0195 0.2535 0.0009 0.0007 0.1085 0.0146 0.0109 0.10 0.09 160 0.0050 0.0195 0.2730 0.0022 0.0014 0.1236 0.0150 0.0118 0.11 0.10 170 0.0060 0.0234 0.2964 0.0046 0.0024 0.1421 0.0185 0.0153 0.14 0.12 180 0.0060 0.0234 0.3198 0.0079 0.0032 0.1611 0.0190 0.0164 0.15 0.15 190 0.0060 0.0234 0.3432 0.0119 0.0040 0.1805 0.0194 0.0174 0.16 0.15 200 0.0060 0.0234 0.3666 0.0166 0.0047 0.2003 0.0198 0.0184 0.16 0.16 210 0.0060 0.0234 0.3900 0.0220 0.0054 0.2204 0.0201 0.0193 0.17 0.17 220 0.0060 0.0234 0.4134 0.0281 0.0061 0.2407 0.0203 0.0201 0.18 0.18 230 0.0070 0.0273 0.4407 0.0359 0.0078 0.2648 0.0240 0.0244 0.22 0.20 240 0.0070 0.0273 0.4680 0.0445 0.0086 0.2891 0.0243 0.0254 0.23 0.23 250 0.0070 0.0273 0.4953 0.0539 0.0094 0.3136 0.0246 0.0263 0.24 0.23 260 0.0070 0.0273 0.5226 0.0639 0.0100 0.3384 0.0248 0.0271 0.24 0.24 270 0.0070 0.0273 0.5499 0.0746 0.0107 0.3634 0.0250 0.0279 0.25 0.25 280 0.0070 0.0273 0.5772 0.0859 0.0113 0.3885 0.0251 0.0286 0.26 0.25 290 0.0082 0.0320 0.6092 0.1000 0.0140 0.4182 0.0297 0.0344 0.31 0.29 300 0.0082 0.0320 0.6412 0.1147 0.0148 0.4480 0.0298 0.0352 0.32 0.32 310 0.0082 0.0320 0.6731 0.1302 0.0155 0.4780 0.0300 0.0360 0.32 0.32 320 0.0082 0.0320 0.7051 0.1463 0.0161 0.5082 0.0301 0.0368 0.33 0.33 330 0.0082 0.0320 0.7371 0.1630 0.0167 0.5385 0.0303 0.0375 0.34 0.33 340 0.0082 0.0320 0.7691 0.1804 0.0173 0.5689 0.0304 0.0381 0.34 0.34 ID:\DAVE\STORM\100STPRE.XLS 6/29/90 @ 11:17 AM Page of Sl 11 N.G. Jacobson Associates, Inc. 1 350 0.0095 0.0371 0.8061 0.2011 0.0208 0.6042 0.0353 0.0449 0.40 0.38 360 0.0095 0.0371 0.8432 0.2226 0.0215 0.6397 0.0355 0.0457 0.41 0.41 370 0.0095 0.0371 0.8802 0.2447 0.0221 0.6752 0.0356 0.0464 0.42 0.41 380 0.0095 0.0371 0.9173 0.2675 0.0227 0.7109 0.0357 0.0471 0.42 0.42 390 0.0095 0.0371 0.9543 0.2908 0.0233 0.7467 0.0358 0.0477 0.43 0.43 400 0.0095 0.0371 0.9914 0.3146 0.0239 0.7826 0.0359 0.0483 0.43 0.43 410 0.0133 0.0519 1.0433 0.3489 0.0342 0.8329 0.0503 0.0686 0.61 0.54 420 0.0133 0.0519 1.0951 0.3840 0.0352 0.8833 0.0504 0.0696 0.62 0.63 430 0.0133 0.0519 1.1470 0.4201 0.0360 0.9339 0.0506 0.0705 0.63 0.63 440 0.0180 0.0702 1.2172 0.4700 0.0500 1.0025 0.0686 0.0967 0.87 0.77 450 0.0180 0.0702 1.2874 0.5213 0.0513 1.0712 0.0687 0.0981 0.88 0.89 460 0.0340 0.1326 1.4200 0.6214 0.1000 1.2014 0.1302 0.1886 1.69 1.36 470 0.0540 0.2106 1.6306 0.7873 0.1659 1.4089 0.2075 0.3070 2.75 2.38 480 0.0270 0.1053 1.7359 0.8729 0.0856 1.5129 0.1040 0.1563 1.40 2.02 490 0.0180 0.0702 1.8061 0.9309 0.0579 1.5823 0.0694 0.1051 0.94 1.01 500 0.0134 0.0523 1.8584 0.97" 0.0435 1.6341 0.0517 0.0787 0.70 0.79 510 0.0134 0.0523 1.9106 1.0183 0.0439 1.6858 0.0517 0.0790 0.71 0.69 520 0.0134 0.0523 1.9629 1.0625 0.0442 1.7376 0.0518 0.0793 0.71 0.71 530 0.0088 0.0343 1.9972 1.0916 0.0292 1.7716 0.0340 0.0522 0.47 0.57 540 0.0088 0.0343 2.0315 1.1209 0.0293 1.8056 0.0340 0.0524 0.47 0.45 550 0.0088 0.0343 2.0658 1.1503 0.0294 1.8396 0.0340 0.0525 0.47 0.47 560 0.0088 0.0343 2.1002 1.1798 0.0295 1.8737 0.0340 0.0526 0.47 0.47 570 0.0088 0.0343 2.1345 1.2095 0.0296 1.9077 0.0340 0.0527 0.47 0.47 580 0.0088 0.0343 2.1688 1.2392 0.0297 1.9418 0.0341 0.0528 0.47 0.47 590 0.0088 0.0343 2.2031 1.2691 0.0298 1.9758 0.0341 0.0529 0.47 0.47 600 0.0088 0.0343 2.2374 1.2990 0.0299 2.0099 0.0341 0.0530 0.47 0.47 610 0.0088 0.0343 2.2718 1.3290 0.0300 2.0440 0.0341 0.0531 0.48 0.48 620 0.0088 0.0343 2.3061 1.3591 0.0301 2.0780 0.0341 0.0532 0.48 0.48 630 0.0088 0.0343 2.3404 1.3894 0.0302 2.1121 0.0341 0.0533 0.48 0.48 640 0.0088 0.0343 2.3747 1.4197 0.0303 2.1462 0.0341 0.0534 0.48 0.48 650 0.0072 0.0281 2.4028 1.4445 0.0249 2.1741 0.0279 0.0438 0.39 0.43 660 0.0072 0.0281 2.4309 1.4694 0.0249 2.2020 0.0279 0.0438 0.39 0.39 670 0.0072 0.0281 2.4590 1.4944 0.0250 2.2299 0.0279 0.0439 0.39 0.39 680 0.0072 0.0281 2.4870 1.5194 0.0250 2.2578 0.0279 0.0439 0.39 0.39 690 0.0072 0.0281 2.5151 1.5445 0.0251 2.2858 0.0279 0.0440 0.39 0.39 700 0.0072 0.0281 2.5432 1.5696 0.0251 2.3137 0.0279 0.0440 0.39 0.39 710 0.0072 0.0281 2.5713 1.5947 0.0252 2.3416 0.0279 0.0441 0.39 0.39 720 0.0072 0.0281 2.5994 1.6199 0.0252 2.3695 0.0279 0.0441 0.40 0.40 730 0.0072 0.0281 2.6274 1.6452 0.0253 2.3975 0.0279 0.0442 0.40 0.40 740 0.0072 0.0281 2.6555 1.6705 0.0253 2.4254 0.0279 0.0442 0.40 0.40 750 0.0072 0.0281 2.6836 1.6958 0.0253 2.4533 0.0279 0.0443 0.40 0.40 760 0.0072 0.0281 2.7117 1.7212 0.0254 2.4813 0.0279 0.0443 0.40 0.40 770 0.0057 0.0222 2.7339 1.7413 0.0201 2.5034 0.0221 0.0351 0.31 0.35 780 0.0057 0.0222 2.7561 1.7615 0.0202 2.5255 0.0221 0.0351 0.31 0.31 790 0.0057 0.0222 2.7784 1.7817 0.0202 2.5476 0.0221 0.0352 0.31 0.32 800 0.0057 0.0222 2.8006 1.8019 0.0202 2.5697 0.0221 0.0352 0.32 0.31 810 0.0057 0.0222 2.8228 1.8221 0.0202 2.5919 0.0221 0.0352 0.32 0.32 820 0.0057 0.0222 2.8451 1.8424 0.0202 2.6140 0.0221 0.0352 0.32 0.32 830 0.0057 0.0222 2.8673 1.8626 0.0203 2.6361 0.0221 0.0353 0.32 0.32 840 0.0057 0.0222 2.8895 1.8829 0.0203 2.6583 0.0221 0.0353 0.32 0.32 850 0.0057 0.0222 2.9117 1.9032 0.0203 2.6804 0.0221 0.0353 0.32 0.32 860 0.0057 0.0222 2.9340 1.9236 0.0203 2.7025 0.0221 0.0353 0.32 0.32 870 0.0057 0.0222 2.9562 1.9439 0.0204 2.7247 0.0221 0.0354 0.32 0.32 880 0.0057 0.0222 2.9784 1.9643 0.0204 2.7468 0.0221 0.0354 0.32 0.32 890 0.0050 0.0195 2.9979 1.9822 0.0179 2.7662 0.0194 0.0310 0.28 0.29 900 0.0050 0.0195 3.0174 2.0001 0.0179 2.7856 0.0194 0.0311 0.28 0.28 910 0.0050 0.0195 3.0369 2.0181 0.0179 2.8050 0.0194 0.0311 0.28 0.28 920 0.0050 0.0195 3.0564 2.0360 0.0179 2.8245 0.0194 0.0311 0.28 0.28 930 0.0050 0.0195 3.0759 2.0540 0.0180 2.8439 0.0194 0.0311 0.28 0.28 940 0.0050 0.0195 3.0954 2.0720 0.0180 2.8633 0.0194 0.0311 0.28 0.28 950 0.0050 0.0195 3.1149 2.0899 0.0180 2.8827 0.0194 0.0311 0.28 0.28 960 0.0050 0.0195 3.1344 2.1079 0.0180 2.9022 0.0194 0.0312 0.28 0.28 970 0.0050 0.0195 3.1539 2.1260 0.0180 2.9216 0.0194 0.0312 0.28 0.28 980 0.0050 0.0195 3.1734 2.1440 0.0180 2.9410 0.0194 0.0312 0.28 0.28 D:\DAVE\STORM\100STPRE.XLS 6/29/90 @ 11:17 AM Page 3t of S t N.G. Jacobson Associates, Inc. 1 n 1 1 1 990 0.0050 0.0195 3.1929 2.1621 0.0180 2.9604 0.0194 0.0312 0.28 0.28 1000 0.0050 0.0195 3.2124 2.1801 0.0181 2.9799 0.0194 0.0312 0.28 0.28 1010 0.0040 0.0156 3.2280 2.1946 0.0145 2.9954 0.0155 0.0250 0.22 0.25 1020 0.0040 0.0156 3.2436 2.2090 0.0145 3.0110 0.0155 0.0250 0.22 0.22 1030 0.0040 0.0156 3.2592 2.2235 0.0145 3.0265 0.0155 0.0250 0.22 0.22 1040 0.0040 0.0156 3.2748 2.2380 0.0145 3.0420 0.0155 0.0250 0.22 0.22 1050 0.0040 0.0156 3.2904 2.2525 0.0145 3.0576 0.0155 0.0250 0.22 0.22 1060 0.0040 0.0156 3.3060 2.2670 0.0145 3.0731 0.0155 0.0250 0.22 0.22 1070 0.0040 0.0156 3.3216 2.2815 0.0145 3.0887 0.0155 0.0250 0.22 0.22 1080 0.0040 0.0156 3.3372 2.2960 0.0145 3.1042 0.0155 0.0250 0.22 0.22 1090 0.0040 0.0156 3.3528 2.3106 0.0145 3.1198 0.0155 0.0251 0.22 0.22 1100 0.0040 0.0156 3.3684 2.3251 0.0145 3.1353 0.0155 0.0251 0.22 0.22 1110 0.0040 0.0156 3.3840 2.3396 0.0145 3.1509 0.0155 0.0251 0.22 0.22 1120 0.0040 0.0156 3.3996 2.3542 0.0145 3.1664 0.0155 0.0251 0.22 0.22 1130 0.0040 0.0156 3.4152 2.3687 0.0146 3.1820 0.0155 0.0251 0.22 0.22 1140 0.0040 0.0156 3.4308 2.3833 0.0146 3.1975 0.0155 0.0251 0.22 0.22 1150 0.0040 0.0156 3.4464 2.3979 0.0146 3.2131 0.0155 0.0251 0.22 0.22 1160 0.0040 0.0156 3.4620 2.4124 0.0146 3.2286 0.0156 0.0251 0.22 0.22 1170 0.0040 0.0156 3.4776 2.4270 0.0146 3.2442 0.0156 0.0251 0.22 0.22 1180 0.0040 0.0156 3.4932 2.4416 0.0146 3.2597 0.0156 0.0251 0.22 0.22 1190 0.0040 0.0156 3.5088 2.4562 0.0146 3.2753 0.0156 0.0251 0.22 0.22 1200 0.0040 0.0156 3.5244 2.4708 0.0146 3.2908 0.0156 0.0251 0.23 0.23 1210 0.0040 0.0156 .3.5400 2.4854 0.0146 3.3064 0.0156 0.0251 0.23 0.23 1220 0.0040 0.0156 3.5556 2.5001 0.0146 3.3219 0.0156 0.0251 0.23 0.23 1230 0.0040 0.0156 3.5712 2.5147 0.0146 3.3375 0.0156 0.0252 0.23 0.23 1240 0.0040 0.0156 3.5868 2.5293 0.0146 3.3530 0.0156 0.0252 0.23 0.23 1250 0.0040 0.0156 3.6024 2.5440 0.0146 3.3686 0.0156 0.0252 0.23 0.23 1260 0.0040 0.0156 3.6180 2.5586 0.0146 3.3841 0.0156 0.0252 0.23 0.23 1270 0.0040 0.0156 3.6336 2.5733 0.0147 3.3997 0.0156 0.0252 0.23 0.23 1280 0.0040 0.0156 3.6492 2.5879 0.0147 3.4153 0.0156 0.0252 0.23 0.23 1290 0.0040 0.0156 3.6648 2.6026 0.0147 3.4308 0.0156 0.0252 0.23 0.23 1300 0.0040 0.0156 3.6804 2.6173 0.0147 3.4464 0.0156 0.0252 0.23 0.23 1310 0.0040 0.0156 3.6960 2.6320 0.0147 3.4619 0.0156 0.0252 0.23 0.23 1320 0.0040 0.0156 3.7116 2.6467 0.0147 3.4775 0.0156 0.0252 0.23 0.23 1330 0.0040 0.0156 3.7272 2.6613 0.0147 3.4930 0.0156 0.0252 0.23 0.23 1340 0.0040 0.0156 3.7428 2.6760 0.0147 3.5086 0.0156 0.0252 0.23 0.23 1350 0.0040 0.0156 3.7584 2.6907 0.0147 3.5242 0.0156 0.0252 0.23 0.23 1360 0.0040 0.0156 3.7740 2.7055 0.0147 3.5397 0.0156 0.0252 0.23 0.23 1370 0.0040 0.0156 3.7896 2.7202 0.0147 3.5553 0.0156 0.0252 0.23 0.23 1380 0.0040 0.0156 3.8052 2.7349 0.0147 3.5708 0.0156 0.0253 0.23 0.23 1390 0.0040 0.0156 3.8208 2.7496 0.0147 3.5864 0.0156 0.0253 0.23 0.23 1400 0.0040 0.0156 3.8364 2.76" 0.0147 3.6019 0.0156 0.0253 0.23 0.23 1410 0.0040 0.0156 3.8520 2.7791 0.0147 3.6175 0.0156 0.0253 0.23 0.23 1420 0.0040 0.0156 3.8676 2.7938 0.0147 3.6331 0.0156 0.0253 0.23 0.23 1430 0.0040 0.0156 3.8832 2.8086 0.0148 3.6486 0.0156 0.0253 0.23 0.23 1440 0.0040 0.0156 3.8988 2.8234 0.0148 3.6642 0.0156 0.0253 0.23 0.23 D:\DAVE\STORM\100STPRE.XLS 6/29/90 a 11:17 AM Page '� of Sl N.G. Jacobson Associates, Inc. 1 1 1 1 1 L 2 Year Storm - Proposed Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT: Valley Medical Center Phase II Parking Garage & improvements AREA = 1.69 Acres Pt = 2.0 inches (Total rainfall for 2 year - 24 hour event) dt = 10 min. Tc = 3.27 min. (Sheet flow => storm system => existing discharge outlet) w = 0.6046 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 1.45 Acres AREA = 0.24 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 0.58 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated Lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0080 0.0080 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0080 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0080 0.0240 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0080 0.0320 0.0000 U.0000 0.0000 0.0000 0.0000 0.00 0.00 50 0.0040 0.0080 0.0400 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 60 0.0040 0.0080 0.0480 0.0000 0.0000 0.0002 0.0002 0.0000 0.00 0.00 70 0.0040 0.0080 0.0560 0.0000 0.0000 0.0011 0.0008 0.0001 0.00 0.00 80 0.0040 0.0080 0.0640 0.0000 0.0000 0.0024 0.0013 0.0002 0.00 0.00 90 0.0040 0.0080 0.0720 0.0000 0.0000 0.0041 0.0018 0.0003 0.00 0.00 100 0.0040 0.0080 0.0800 0.0000 0.0000 0.0063 0.0022 0.0003 0.00 0.00 110 0.0050 0.0100 0.0900 0.0000 0.0000 0.0096 0.0032 0.0005 0.00 0.00 120 0.0050 0.0100 0.1000 0.0000 0.0000 0.0133 0.0038 0.0005 0.01 0.01 130 0.0050 0.0100 0.1100 0.0000 0.0000 0.0175 0.0042 0.0006 0.01 0.01 140 0.0050 0.0100 0.1200 0.0000 0.0000 0.0221 0.0046 0.0007 0.01 0.01 150 0.0050 0.0100 0.1300 0.0000 0.0000 0.0271 0.0050 0.0007 0.01 0.01 160 0.0050 0.0100 0.1400 0.0000 0.0000 0.0324 0.0053 0.0008 0.01 0.01 170 0.0060 0.0120 0.1520 0.0000 0.0000 0.0392 0.0068 0.0010 0.01 0.01 180 0.0060 0.0120 0.1640 0.0000 0.0000 0.0464 0.0072 0.0010 0.01 0.01 190 0.0060 0.0120 0.1760 0.0000 0.0000 0.0539 0.0075 0.0011 0.01 0.01 200 0.0060 0.0120 0.1880 0.0000 0.0000 0.0617 0.0078 0.0011 0.01 0.01 210 0.0060 0.0120 0.2000 0.0000 0.0000 0.0698 0.0081 0.0011 0.01 0.01 220 0.0060 0.0120 0.2120 0.0000 0.0000 0.0781 0.0083 0.0012 0.01 0.01 230 0.0070 0.0140 0.2260 0.0000 0.0000 0.0881 0.0100 0.0014 0.01 0.01 240 0.0070 0.0140 0.2400 0.0003 0.0003 0.0984 0.0103 0.0017 0.02 0.02 250 0.0070 0.0140 0.2540 0.0009 0.0006 0.1089 0.0105 0.0020 0.02 0.02 260 0.0070 0.0140 0.2680 0.0018 0.0009 0.1197 0.0108 0.0023 0.02 0.02 270 0.0070 0.0140 0.2820 0.0031 0.0012 0.1306 0.0110 0.0026 0.03 0.03 280 0.0070 0.0140 0.2960 0.0046 0.0015 0.1418 0.0111 0.0029 0.03 0.03 290 0.0082 0.0164 0.3124 0.0068 0.0022 0.1551 0.0133 0.0038 0.04 0.04 300 0.0082 0.0164 0.3288 0.0093 0.0026 0.1685 0.0135 0.0041 0.04 0.04 310 0.0082 0.0164 0.3452 0.0123 0.0029 0.1822 0.0137 0.0045 0.05 0.04 320 0.0082 0.0164 0.3616 0.0155 0.0033 0.1961 0.0138 0.0048 0.05 0.05 330 0.0082 0.0164 0.3780 0.0192 0.0036 0.2101 0.0140 0.0051 0.05 0.05 340 0.0082 0.0164 0.3944 0.0231 0.0039 0.2242 0.0141 0.0054 0.06 0.05 D:\DAVE\STORM\2SITEPST.XLS 6/29/90 a 9:09 AM Page `-Cc) of 'S� N.G. Jacobson Associates, Inc. 350 0.0095 0.0190 0.4134 0.0281 0.0050 0.2407 0.0165 0.0066 0.07 0.06 360 0.0095 0.0190 0.4324 0.0334 0.0054 0.2574 0.0167 0.0070 0.07 0.07 370 0.0095 0.0190 0.4514 0.0392 0.0058 0.2743 0.0168 0.0073 0.07 0.07 380 390 0.0095 0.0095 0.0190 0.0190 0.4704 0.4894 0.0453 0.0518 0.0061 0.0065 0.2912 0.3083 0.0170 0.0171 0.0077 0.0080 0.08 0.08 0.08 0.08 400 0.0095 0.0190 0.5084 0.0586 0.0068 0.3255 0.0172 0.0083 0.08 0.08 410 0.0133 0.0266 0.5350 0.0687 0.0101 0.3497 0.0242 0.0121 0.12 0.11 ' 420 430 0.0133 0.0133 0.0266 0.0266 0.5616 0.5882 0.0794 0.0907 0.0107 0.0113 0.3742 0.3987 0.0244 0.0246 0.0126 0.0132 0.13 0.13 0.13 0.13 440 0.0180 0.0360 0.6242 0.1068 0.0161 0.4322 0.0335 0.0186 0.19 0.17 450 0.0180 0.0360 0.6602 0.1238 0.0170 0.4659 0.0337 0.0194 0.20 0.20 ' 460 470 0.0340 0.0540 0.0680 0.1080 0.7282 0.8362 0.1583 0.2185 0.0345 0.0602 0.5300 0.6330 0.0641 0.1030 0.0387 0.0663 0.40 0.68 0.32 0.58 480 0.0270 0.0540 0.8902 0.2508 0.0323 0.6848 0.0519 0.0351 0.36 0.50 490 0.0180 0.0360 0.9262 0.2730 0.0222 0.7195 0.0347 0.0240 0.25 0.26 ' 500 510 0.0134 0.0134 0.0268 0.0268 0.9530 0.9798 0.2899 0.3071 0.0169 0.0172 0.7454 0.7713 0.0259 0.0259 0.0182 0.0184 0.19 0.19 0.21 0.18 520 0.0134 0.0268 1.0066 0.3246 0.0175 0.7973 0.0260 0.0187 0.19 0.19 530 0.0088 0.0176 1.0242 0.3362 0.0116 0.8144 0.0171 0.0124 0.13 0.15 540 0.0088 0.0176 1.0418 0.3479 0.0117 0.8315 0.0171 0.0125 0.13 0.12 550 0.0088 0.0176 1.0594 0.3597 0.0118 0.8486 0.0171 0.0126 0.13 0.13 560 0.0088 0.0176 1.0770 0.3717 0.0119 0.8657 0.0171 0.0127 0.13 0.13 570 0.0088 0.0176 1.0946 0.3837 0.0120 0.8828 0.0171 0.0128 0.13 0.13 580 0.0088 0.0176 1.1122 0.3958 0.0121 0.9000 0.0171 0.0128 0.13 0.13 ' 590 0.0088 0.0176 1.1298 0.4080 0.0122 0.9171 0.0172 0.0129 0.13 0.13 600 0.0088 0.0176 1.1474 0.4203 0.0123 0.9343 0.0172 0.0130 0.13 0.13 610 0.0088 0.0176 1.1650 0.4328 0.0124 0.9515 0.0172 0.0131 0.13 0.13 620 0.0088 0.0176 1.1826 0.4452 0.0125 0.9686 0.0172 0.0132 0.13 0.13 ' 630 0.0088 0.0176 1.2002 0.4578 0.0126 0.9858 0.0172 0.0132 0.14 0.14 640 0.0088 0.0176 1.2178 0.4705 0.0127 1.0031 0.0172 0.0133 0.14 0.14 650 0.0072 0.0144 1.2322 0.4809 0.0104 1.0171 0.0141 0.0109 0.11 0.12 660 0.0072 0.0144 1.2466 0.4914 0.0105 1.0312 0.0141 0.0110 0.11 0.11 670 0.0072 0.0144 1.2610 0.5019 0.0105 1.0453 0.0141 0.0110 0.11 0.11 680 0.0072 0.0144 1.2754 0.5125 0.0106 1.0595 0.0141 0.0111 0.11 0.11 690 0.0072 0.0144 1.2898 0.5231 0.0106 1.0736 0.0141 0.0111 0.11 0.11 700 0.0072 0.0144 1.3042 0.5338 0.0107 1.0877 0.0141 0.0112 0.11 0.11 ' 710 0.0072 0.0144 1.3186 0.5445 0.0107 1.1018 0.0141 0.0112 0.11 0.11 720 0.0072 0.0144 1.3330 0.5553 0.0108 1.1159 0.0141 0.0113 0.12 0.11 730 0.0072 0.0144 1.3474 0.5661 0.0108 1.1301 0.0141 0.0113 0.12 0.12 740 0.0072 0.0144 1.3618 0.5770 0.0109 1.1442 0.0141 0.0113 0.12 0.12 750 0.0072 0.0144 1.3762 0.5879 0.0109 1.1584 0.0141 0.0114 0.12 0.12 760 0.0072 0.0144 1.3906 0.5989 0.0110 1.1725 0.0141 0.0114 0.12 0.12 770 0.0057 0.0114 1.4020 0.6076 0.0087 1.1837 0.0112 0.0091 0.09 0.10 780 0.0057 0.0114 1.4134 0.6163 0.0087 1.1949 0.0112 0.0091 0.09 0.09 790 0.0057 0.0114 1.4248 0.6251 0.0088 1.2061 0.0112 0.0091 0.09 0.09 800 0.0057 0.0114 1.4362 0.6338 0.0088 1.2173 0.0112 0.0091 0.09 0.09 810 0.0057 0.0114 1.4476 0.6427 0.0088 1.2286 0.0112 0.0092 0.09 0.09 820 0.0057 0.0114 1.4590 0.6515 0.0088 1.2398 0.0112 0.0092 0.09 0.09 830 0.0057 0.0114 1.4704 0.6603 0.0089 1.2510 0.0112 0.0092 0.09 0.09 840 0.0057 0.0114 1.4818 0.6692 0.0089 1.2622 0.0112 0.0092 0.09 0.09 850 0.0057 0.0114 1.4932 0.6781 0.0089 1.2734 0.0112 0.0092 0.09 0.09 860 0.0057 0.0114 1.5046 0.6871 0.0089 1.2847 0.0112 0.0093 0.09 0.09 870 0.0057 0.0114 1.5160 0.6960 0.0090 1.2959 0.0112 0.0093 0.09 0.09 880 0.0057 0.0114 1.5274 0.7050 0.0090 1.3071 0.0112 0.0093 0.10 0.10 890 0.0050 0.0100 1.5374 0.7129 0.0079 1.3170 0.0099 0.0082 0.08 0.09 900 910 0.0050 0.0050 0.0100 0.0100 1.5474 1.5574 0.7208 0.7287 0.0079 0.0079 1.3268 1.3367 0.0099 0.0099 0.0082 0.0082 0.08 0.08 0.08 0.08 920 0.0050 0.0100 1.5674 0.7367 0.0079 1.3466 0.0099 0.0082 0.08 0.08 930 0.0050 0.0100 1.5774 0.7446 0.0080 1.3564 0.0099 0.0082 0.08 0.08 ' 940 950 0.0050 0.0050 0.0100 0.0100 1.5874 1.5974 0.7526 0.7606 0.0080 0.0080 1.3663 1.3762 0.0099 0.0099 0.0082 0.0083 0.08 0.08 0.08 0.08 960 0.0050 0.0100 1.6074 0.7686 0.0080 1.3860 0.0099 0.0083 0.08 0.08 970 0.0050 0.0100 1.6174 0.7767 0.0080 1.3959 0.0099 0.0083 0.08 0.08 980 0.0050 0.0100 1.6274 0.7847 0.0080 1.4058 0.0099 0.0083 0.08 0.08 D:\DAVE\STORM\2SITEPST.XLS 6/29/90 a 9:09 AM Page A , of S N.G. Jacobson Associates, Inc. 990 0.0050 0.0100 1.6374 0.7928 0.0081 1.4156 0.0099 0.0083 0.09 0.08 1000 0.0050 0.0100 1.6474 0.8008 0.0081 1.4255 0.0099 0.0083 0.09 0.09 1010 0.0040 0.0080 1.6554 0.8073 0.0065 1.4334 0.0079 0.0067 0.07 0.07 1020 0.0040 0.0080 1.6634 0.8138 0.0065 1.4413 0.0079 0.0067 0.07 0.07 1030 0.0040 0.0080 1.6714 0.8203 0.0065 1.4492 0.0079 0.0067 0.07 0.07 1040 0.0040 0.0080 1.6794 0.8268 0.0065 1.4571 0.0079 0.0067 0.07 0.07 1050 0.0040 0.0080 1.6874 0.8333 0.0065 1.4650 0.0079 0.0067 0.07 0.07 1060 0.0040 0.0080 1.6954 0.8398 0.0065 1.4729 0.0079 0.0067 0.07 0.07 1070 0.0040 0.0080 1.7034 0.8463 0.0065 1.4808 0.0079 0.0067 0.07 0.07 1080 0.0040 0.0080 1.7114 0.8528 0.0065 1.4887 0.0079 0.0067 0.07 0.07 1090 0.0040 0.0080 1.7194 0.8594 0.0065 1.4966 0.0079 0.0067 0.07 0.07 1100 0.0040 0.0080 1.7274 0.8659 0.0066 1.5045 0.0079 0.0067 0.07 0.07 1110 0.0040 0.0080 1.7354 0.8725 0.0066 1.5124 0.0079 0.0068 0.07 0.07 1120 0.0040 0.0080 1.7434 0.8791 0.0066 1.5203 0.0079 0.0068 0.07 0.07 1130 0.0040 0.0080 1.7514 0.8857 0.0066 1.5283 0.0079 0.0068 0.07 0.07 1140 0.0040 0.0080 1.7594 0.8922 0.0066 1.5362 0.0079 0.0068 0.07 0.07 1150 0.0040 0.0080 1.7674 0.8988 0.0066 1.5441 0.0079 0.0068 0.07 0.07 1160 0.0040 0.0080 1.7754 0.9054 0.0066 1.5520 0.0079 0.0068 0.07 0.07 1170 0.0040 0.0080 1.7834 0.9121 0.0066 1.5599 0.0079 0.0068 0.07 0.07 1180 0.0040 0.0080 1.7914 0.9187 0.0066 1.5678 0.0079 0.0068 0.07 0.07 1190 0.0040 0.0080 1.7994 0.9253 0.0066 1.5757 0.0079 0.0068 0.07 0.07 1200 0.0040 0.0080 1.8074 0.9319 0.0066 1.5836 0.0079 0.0068 0.07 0.07 1210 0.0040 0.0080 1.8154 0.9386 0.0066 1.5916 0.0079 0.0068 0.07 0.07 1220 0.0040 0.0080 1.8234 0.9452 0.0067 1.5995 0.0079 0.0068 0.07 0.07 1230 0.0040 0.0080 1.8314 0.9519 0.0067 1.6074 0.0079 0.0068 0.07 0.07 1240 0.0040 0.0080 1.8394 0.9586 0.0067 1.6153 0.0079 0.0068 0.07 0.07 1250 0.0040 0.0080 1.8474 0.9652 0.0067 1.6232 0.0079 0.0069 0.07 0.07 1260 0.0040 0.0080 1.8554 0.9719 0.0067 1.6311 0.0079 0.0069 0.07 0.07 1270 0.0040 0.0080 1.8634 0.9786 0.0067 1.6391 0.0079 0.0069 0.07 0.07 1280 0.0040 0.0080 1.8714 0.9853 0.0067 1.6470 0.0079 0.0069 0.07 0.07 1290 0.0040 0.0080 1.8794 0.9920 0.0067 1.6549 0.0079 0.0069 0.07 0.07 1300 0.0040 0.0080 1.8874 0.9987 0.0067 1.6628 0.0079 0.0069 0.07 0.07 1310 0.0040 0.0080 1.8954 1.0055 0.0067 1.6707 0.0079 0.0069 0.07 0.07 1320 0.0040 0.0080 1.9034 1.0122 0.0067 1.6787 0.0079 0.0069 0.07 0.07 1330 0.0040 0.0080 1.9114 1.0189 0.0067 1.6866 0.0079 0.0069 0.07 0.07 1340 0.0040 0.0080 1.9194 1.0257 0.0067 1.6945 0.0079 0.0069 0.07 0.07 1350 0.0040 0.0080 1.9274 1.0324 0.0068 1.7024 0.0079 0.0069 0.07 0.07 1360 0.0040 0.0080 1.9354 1.0392 0.0068 1.7103 0.0079 0.0069 0.07 0.07 1370 0.0040 0.0080 1.9434 1.0460 0.0068 1.7183 0.0079 0.0069 0.07 0.07 1380 0.0040 0.0080 1.9514 1.0527 0.0068 1.7262 0.0079 0.0069 0.07 0.07 1390 0.0040 0.0080 1.9594 1.0595 0.0068 1.7341 0.0079 0.0069 0.07 0.07 1400 0.0040 0.0080 1.9674 1.0663 0.0068 1.7420 0.0079 0.0069 0.07 0.07 1410 0.0040 0.0080 1.9754 1.0731 0.0068 1.7500 0.0079 0.0070 0.07 0.07 1420 0.0040 0.0080 1.9834 1.0799 0.0068 1.7579 0.0079 0.0070 0.07 0.07 1430 0.0040 0.0080 1.9914 1.0867 0.0068 1.7658 0.0079 0.0070 0.07 0.07 1440 0.0040 0.0080 1.9994 1.0935 0.0068 1.7738 0.0079 0.0070 0.07 0.07 D:\DAVE\STORM\2SITEPST.XLS 6/29/90 a 9:09 AM Page 4Z of S I N.G. Jacobson Associates, Inc. 10 Year Storm - Proposed Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT: Valley Medical Center Phase II Parking Garage & Improvements AREA = 1.69 Acres Pt = 2.9 inches (Total rainfall for 10 year - 24 hour event) dt = 10 min. Tc = 3.27 min. (Sheet flow => storm system => existing discharge outlet) w = 0.6046 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcel: AREA = 1.45 Acres AREA = 0.24 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.2S = 0.22 0.2S = 0.04 Peak Discharge = 1.02 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental Lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0116 0.0116 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0116 0.0232 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0116 0.0348 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 40 0.0040 0.0116 0.0464 0.0000 0.0000 0.0001 0.0001 0.0000 0.00 0.00 50 0.0040 0.0116 0.0580 0.0000 0.0000 0.0013 0.0012 0.0002 0.00 0.00 60 0.0040 0.0116 0.0696 0.0000 0.0000 0.0036 0.0022 0.0003 0.00 0.00 70 0.0040 0.0116 0.0812 0.0000 0.0000 0.0067 0.0031 0.0004 0.00 0.00 80 0.0040 0.0116 0.0928 0.0000 0.0000 0.0106 0.0039 0.0006 0.01 0.01 90 0.0040 0.0116 0.1044 0.0000 0.0000 0.0151 0.0046 0.0006 0.01 0.01 100 0.0040 0.0116 0.1160 0.0000 0.0000 0.0202 0.0051 0.0007 0.01 0.01 110 0.0050 0.0145 0.1305 0.0000 0.0000 0.0274 0.0071 0.0010 0.01 0.01 120 0.0050 0.0145 0.1450 0.0000 0.0000 0.0352 0.0078 0.0011 0.01 0.01 130 0.0050 0.0145 0.1595 0.0000 0.0000 0.0436 0.0084 0.0012 0.01 0.01 140 0.0050 0.0145 0.1740 0.0000 0.0000 0.0526 0.0090 0.0013 0.01 0.01 150 0.0050 0.0145 0.1885 0.0000 0.0000 0.0620 0.0094 0.0013 0.01 0.01 160 0.0050 0.0145 0.2030 0.0000 0.0000 0.0718 0.0098 0.0014 0.01 0.01 170 0.0060 0.0174 0.2204 0.0000 0.0000 0.0841 0.0122 0.0017 0.02 0.02 180 0.0060 0.0174 0.2378 0.0002 0.0002 0.0967 0.0127 0.0020 0.02 0.02 190 0.0060 0.0174 0.2552 0.0010 0.0007 0.1098 0.0131 0.0025 0.03 0.02 200 0.0060 0.0174 0.2726 0.0022 0.0012 0.1233 0.0134 0.0030 0.03 0.03 210 0.0060 0.0174 0.2900 0.0039 0.0017 0.1370 0.0137 0.0034 0.03 0.03 220 0.0060 0.0174 0.3074 0.0061 0.0022 0.1510 0.0140 0.0038 0.04 0.04 230 0.0070 0.0203 0.3277 0.0091 0.0031 0.1676 0.0166 0.0050 0.05 0.05 240 0.0070 0.0203 0.3480 0.0128 0.0036 0.1846 0.0169 0.0055 0.06 0.06 250 0.0070 0.0203 0.3683 0.0170 0.0042 0.2018 0.0172 0.0060 0.06 0.06 260 0.0070 0.0203 0.3886 0.0217 0.0047 0.2192 0.0174 0.0065 0.07 0.06 270 0.0070 0.0203 0.4089 0.0269 0.0052 0.2368 0.0176 0.0070 0.07 0.07 280 0.0070 0.0203 0.4292 0.0325 0.0056 0.2546 0.0178 0.0074 0.08 0.07 290 0.0082 0.0238 0.4530 0.0397 0.0072 0.2757 0.0211 0.0092 0.09 0.09 300 0.0082 0.0238 0.4768 0.0474 0.0078 0.2969 0.0213 0.0097 0.10 0.10 310 0.0082 0.0238 0.5005 0.0558 0.0083 0.3184 0.0214 0.0102 0.10 0.10 320 0.0082 0.0238 0.5243 0.0646 0.0088 0.3400 0.0216 0.0106 0.11 0.11 330 0.0082 0.0238 0.5481 0.0739 0.0093 0.3618 0.0218 0.0111 0.11 0.11 340 0.0082 0.0238 0.5719 0.0837 0.0098 0.3836 0.0219 0.0115 0.12 0.12 D:\DAVE\STORM\10SITPST.XLS 6/29/90 a 9:11 AM Pageof S t N.G. Jacobson Associates, Inc. 350 0.0095 0.0276 0.5994 0.0956 0.0119 0.4091 0.0255 0.0138 0.14 0.13 360 0.0095 0.0276 0.6270 0.1081 0.0125 0.4348 0.0256 0.0143 0.15 0.15 370 0.0095 0.0276 0.6545 0.1211 0.0130 0.4606 0.0258 0.0148 0.15 0.15 380 0.0095 0.0276 0.6821 0.1346 0.0135 0.4865 0.0259 0.0153 0.16 0.15 390 0.0095 0.0276 0.7096 0.1486 0.0140 0.5124 0.0260 0.0157 0.16 0.16 400 0.0095 0.0276 0.7372 0.1631 0.0145 0.5385 0.0261 0.0161 0.16 0.16 410 0.0133 0.0386 0.7758 0.1841 0.0210 0.5752 0.0367 0.0232 0.24 0.21 420 0.0133 0.0386 0.8143 0.2058 0.0218 0.6120 0.0368 0.0239 0.24 0.25 430 0.0133 0.0386 0.8529 0.2284 0.0225 0.6490 0.0370 0.0246 0.25 0.25 440 0.0180 0.0522 0.9051 0.2599 0.0316 0.6992 0.0502 0.0342 0.35 0.31 450 0.0180 0.0522 0.9573 0.2927 0.0327 0.7496 0.0504 0.0352 0.36 0.36 460 0.0340 0.0986 1.0559 0.3574 0.0647 0.8452 0.0956 0.0691 0.71 0.57 470 0.0540 0.1566 1.2125 0.4667 0.1093 0.9979 0.1527 0.1155 1.18 1.02 480 0.0270 0.0783 1.2908 0.5239 0.0572 1.0745 0.0767 0.0600 0.61 0.87 490 0.0180 0.0522 1.3430 0.5628 0.0390 1.1257 0.0512 0.0407 0.42 0.44 500 0.0134 0.0389 1.3819 0.5922 0.0294 1.1639 0.0382 0.0306 0.31 0.35 510 0.0134 0.0389 1.4207 0.6219 0.0297 1.2021 0.0382 0.0309 0.32 0.31 520 0.0134 0.0389 1.4596 0.6519 0.0300 1.2403 0.0382 0.0312 0.32 0.32 530 0.0088 0.0255 1.4851 0.6718 0.0199 1.2655 0.0251 0.0206 0.21 0.25 540 0.0088 0.0255 1.5106 0.6918 0.0200 1.2906 0.0251 0.0207 0.21 0.20 550 0.0088 0.0255 1.5361 0.7119 0.0201 1.3157 0.0251 0.0208 0.21 0.21 560 0.0088 0.0255 1.5616 0.7321 0.0202 1.3409 0.0252 0.0209 0.21 0.21 570 0.0088 0.0255 1.5872 0.7524 0.0203 1.3661 0.0252 0.0210 0.21 0.21 580 0.0088 0.0255 1.6127 0.7729 0.0204 1.3912 0.0252 0.0211 0.22 0.22 590 0.0088 0.0255 1.6382 0.7934 0.0205 1.4164 0.0252 0.0212 0.22 0.22 600 0.0088 0.0255 1.6637 0.8140 0.0206 1.4416 0.0252 0.0213 0.22 0.22 610 0.0088 0.0255 1.6892 0.8348 0.0207 1.4668 0.0252 0.0214 0.22 0.22 620 0.0088 0.0255 1.7148 0.8556 0.0208 1.4920 0.0252 0.0214 0.22 0.22 630 0.0088 0.0255 1.7403 0.8765 0.0209 1.5173 0.0252 0.0215 0.22 0.22 640 0.0088 0.0255 1.7658 0.8975 0.0210 1.5425 0.0252 0.0216 0.22 0.22 650 0.0072 0.0209 1.7867 0.9148 0.0173 1.5632 0.0206 0.0177 0.18 0.20 660 0.0072 0.0209 1.8076 0.9321 0.0173 1.5838 0.0207 0.0178 0.18 0.18 670 0.0072 0.0209 1.8284 0.9494 0.0174 1.6045 0.0207 0.0178 0.18 0.18 680 0.0072 0.0209 1.8493 0.9669 0.0174 1.6251 0.0207 0.0179 0.18 0.18 690 0.0072 0.0209 1.8702 0.9843 0.0175 1.6458 0.0207 0.0179 0.18 0.18 700 0.0072 0.0209 1.8911 1.0018 0.0175 1.6665 0.0207 0.0180 0.18 0.18 710 0.0072 0.0209 1.9120 1.0194 0.0176 1.6871 0.0207 0.0180 0.18 0.18 720 0.0072 0.0209 1.9328 1.0370 0.0176 1.7078 0.0207 0.0181 0.18 0.18 730 0.0072 0.0209 1.9537 1.0547 0.0177 1.7285 0.0207 0.0181 0.19 0.18 740 0.0072 0.0209 1.9746 1.0724 0.0177 1.7492 0.0207 0.0181 0.19 0.19 750 0.0072 0.0209 1.9955 1.0902 0.0178 1.7699 0.0207 0.0182 0.19 0.19 760 0.0072 0.0209 2.0164 1.1080 0.0178 1.7906 0.0207 0.0182 0.19 0.19 770 0.0057 0.0165 2.0329 1.1221 0.0141 1.8070 0.0164 0.0144 0.15 0.16 780 0.0057 0.0165 2.0494 1.1363 0.0142 1.8234 0.0164 0.0145 0.15 0.14 790 0.0057 0.0165 2.0660 1.1504 0.0142 1.8397 0.0164 0.0145 0.15 0.15 800 0.0057 0.0165 2.0825 1.1646 0.0142 1.8561 0.0164 0.0145 0.15 0.15 810 0.0057 0.0165 2.0990 1.1789 0.0142 1.8725 0.0164 0.0145 0.15 0.15 820 0.0057 0.0165 2.1155 1.1931 0.0143 1.8889 0.0164 0.0146 0.15 0.15 830 0.0057 0.0165 2.1321 1.2074 0.0143 1.9053 0.0164 0.0146 0.15 0.15 840 0.0057 0.0165 2.1486 1.2217 0.0143 1.9217 0.0164 0.0146 0.15 0.15 850 0.0057 0.0165 2.1651 1.2360 0.0143 1.9381 0.0164 0.0146 0.15 0.15 860 0.0057 0.0165 2.1817 1.2504 0.0144 1.9545 0.0164 0.0146 0.15 0.15 870 0.0057 0.0165 2.1982 1.2648 0.0144 1.9709 0.0164 0.0147 0.15 0.15 880 0.0057 0.0165 2.2147 1.2792 0.0144 1.9873 0.0164 0.0147 0.15 0.15 890 0.0050 0.0145 2.2292 1.2918 0.0127 2.0017 0.0144 0.0129 0.13 0.14 900 0.0050 0.0145 2.2437 1.3045 0.0127 2.0161 0.0144 0.0129 0.13 0.13 910 0.0050 0.0145 2.2582 1.3172 0.0127 2.0305 0.0144 0.0129 0.13 0.13 920 0.0050 0.0145 2.2727 1.3299 0.0127 2.0449 0.0144 0.0129 0.13 0.13 930 0.0050 0.0145 2.2872 1.3426 0.0127 2.0593 0.0144 0.0130 0.13 0.13 940 0.0050 0.0145 2.3017 1.3553 0.0127 2.0737 0.0144 0.0130 0.13 0.13 950 0.0050 0.0145 2.3162 1.3681 0.0127 2.0881 0.0144 0.0130 0.13 0.13 960 0.0050 0.0145 2.3307 1.3808 0.0128 2.1025 0.0144 0.0130 0.13 0.13 970 0.0050 0.0145 2.3452 1.3936 0.0128 2.1169 0.0144 0.0130 0.13 0.13 980 0.0050 0.0145 2.3597 1.4064 0.0128 2.1313 0.0144 0.0130 0.13 0.13 D:\DAVE\STORM\10SITPST.XLS 6/29/90 a 9:11 AM Page -'4 of S N.G. Jacobson Associates, Inc. 1 990 0.0050 0.0145 2.3742 1.4192 0.0128 2.1457 0.0144 0.0130 0.13 0.13 1000 0.0050 0.0145 2.3887 1.4321 0.0128 2.1602 0.0144 0.0131 0.13 0.13 1010 0.0040 0.0116 2.4003 1.4423 0.0103 2.1717 0.0115 0.0104 0.11 0.12 1020 0.0040 0.0116 2.4119 1.4526 0.0103 2.1832 0.0115 0.0105 0.11 0.10 1030 0.0040 0.0116 2.4235 1.4629 0.0103 2.1947 0.0115 0.0105 0.11 0.11 1040 0.0040 0.0116 2.4351 1.4732 0.0103 2.2063 0.0115 0.0105 0.11 0.11 1050 0.0040 0.0116 2.4467 1.4835 0.0103 2.2178 0.0115 0.0105 0.11 0.11 1060 0.0040 0.0116 2.4583 1.4938 0.0103 2.2293 0.0115 0.0105 0.11 0.11 1070 0.0040 0.0116 2.4699 1.5042 0.0103 2.2408 0.0115 0.0105 0.11 0.11 1080 0.0040 0.0116 2.4815 1.5145 0.0103 2.2524 0.0115 0.0105 0.11 0.11 1090 0.0040 0.0116 2.4931 1.5248 0.0103 2.2639 0.0115 0.0105 0.11 0.11 1100 0.0040 0.0116 2.5047 1.5352 0.0104 2.2754 0.0115 0.0105 0.11 0.11 1110 0.0040 0.0116 2.5163 1.5455 0.0104 2.2870 0.0115 0.0105 0.11 0.11 1120 0.0040 0.0116 2.5279 1.5559 0.0104 2.2985 0.0115 0.0105 0.11 0.11 1130 0.0040 0.0116 2.5395 1.5663 0.0104 2.3100 0.0115 0.0105 0.11 0.11 1140 0.0040 0.0116 2.5511 1.5767 0.0104 2.3216 0.0115 0.0105 0.11 0.11 1150 0.0040 0.0116 2.5627 1.5871 0.0104 2.3331 0.0115 0.0106 0.11 0.11 1160 0.0040 0.0116 2.5743 1.5975 0.0104 2.3446 0.0115 0.0106 0.11 0.11 1170 0.0040 0.0116 2.5859 1.6079 0.0104 2.3562 0.0115 0.0106 0.11 0.11 1180 0.0040 0.0116 2.5975 1.6183 0.0104 2.3677 0.0115 0.0106 0.11 0.11 1190 0.0040 0.0116 2.6091 1.6287 0.0104 2.3793 0.0115 0.0106 0.11 0.11 1200 0.0040 0.0116 2.6207 1.6392 0.0104 2.3908 0.0115 0.0106 0.11 0.11 1210 0.0040 0.0116 2.6323 1.6496 0.0104 2.4023 0.0115 0.0106 0.11 0.11 1220 0.0040 0.0116 2.6439 1.6601 0.0104 2.4139 0.0115 0.0106 0.11 0.11 1230 0.0040 0.0116 2.6555 1.6705 0.0105 2.4254 0.0115 0.0106 0.11 0.11 1240 0.0040 0.0116 2.6671 1.6810 0.0105 2.4369 0.0115 0.0106 0.11 0.11 1250 0.0040 0.0116 2.6787 1.6914 0.0105 2.4485 0.0115 0.0106 0.11 0.11 1260 0.0040 0.0116 2.6903 1.7019 0.0105 2.4600 0.0115 0.0106 0.11 0.11 1270 0.0040 0.0116 2.7019 1.7124 0.0105 2.4716 0.0115 0.0106 0.11 0.11 1280 0.0040 0.0116 2.7135 1.7229 0.0105 2.4831 0.0115 0.0106 0.11 0.11 1290 0.0040 0.0116 2.7251 1.7334 0.0105 2.4947 0.0115 0.0106 0.11 0.11 1300 0.0040 0.0116 2.7367 1.7439 0.0105 2.5062 0.0115 0.0107 0.11 0.11 1310 0.0040 0.0116 2.7483 1.7544 0.0105 2.5177 0.0115 0.0107 0.11 0.11 1320 0.0040 0.0116 2.7599 1.7649 0.0105 2.5293 0.0115 0.0107 0.11 0.11 1330 0.0040 0.0116 2.7715 1.7755 0.0105 2.5408 0.0115 0.0107 0.11 0.11 1340 0.0040 0.0116 2.7831 1.7860 0.0105 2.5524 0.0115 0.0107 0.11 0.11 1350 0.0040 0.0116 2.7947 1.7965 0.0105 2.5639 0.0115 0.0107 0.11 0.11 1360 0.0040 0.0116 2.8063 1.8071 0.0105 2.5755 0.0115 0.0107 0.11 0.11 1370 0.0040 0.0116 2.8179 1.8176 0.0106 2.5870 0.0115 0.0107 0.11 0.11 1380 0.0040 0.0116 2.8295 1.8282 0.0106 2.5985 0.0115 0.0107 0.11 0.11 1390 0.0040 0.0116 2.8411 1.8388 0.0106 2.6101 0.0115 0.0107 0.11 0.11 1400 0.0040 0.0116 2.8527 1.8494 0.0106 2.6216 0.0115 0.0107 0.11 0.11 1410 0.0040 0.0116 2.8643 1.8599 0.0106 2.6332 0.0115 0.0107 0.11 0.11 1420 0.0040 0.0116 2.8759 1.8705 0.0106 2.6447 0.0115 0.0107 0.11 0.11 1430 0.0040 0.0116 2.8875 1.8811 0.0106 2.6563 0.0115 0.0107 0.11 0.11 1440 0.0040 0.0116 2.8991 1.8917 0.0106 2.6678 0.0115 0.0107 0.11 0.11 I D:\DAVE\STORM\10SITPST.XLS 6/29/90 a 9:11 AM Page 4 S of S1 N.G. Jacobson xouv,iuteu' Inc. 35 Year Storm - Proposed Site Conditions (Surface Parking Site Only) Santa ouruoru Urban ovunm,apm (ynux); xvurvlvn/v model of drainage features 6x29/90 pnuJsnr Valley Medical Center ph II Parking s u Improvements AREA = 1'69Ac,eo Pt ~ 3'4 inches (Total rainfall for as year ' 24 hour event) ut ~ 10min' 7c = 3'27min' (Sheet flow =^ storm ovotcm =^ existing discharge outlet) w ~ 0'6046(nput/ny Constant, w ~ ut/(zrc + ut)) psnvIous parcel: zwpcxvIoun Parcel: AREA ~ 1'45 Acres AREA ~ 0'24 Acres cw ~ 90 cw ~ oa o ~ 1'11 o ~ o'ao m� o'ao ~ o'zz 0'3S ~ 0.04 Peak Discharge 1.27 Rainfall Incre- Accumu' xccmmu' Incre' xccmmu' zncre' Instant Design Time uivtri' mental lotcu Lateu mental Lateu mental Total xpuro' Hydro' uutivn Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph / i i i i 10 0'0040 0'0136 0.0136 0'0000 0.0000 0'0000 V'VVVV 0'0000 V'OV 0.00 zo 0'0040 0'0136 o'ozrz o'onoo o'0000 0.0000 o'0000 o'0000 o'uu o'nn oo o'oo�o o'o��a u'u�ou o'oono o'uouo o'000n u'oono o'0000 u oo ' o 'ou 40 0'0040 0'0136 0'0544 0'0000 0.0000 0'0008 0.0008 0'0001 U'UU 0'00 50 0'0040 0'0136 o'oaao 0.0000 o'u000 o'uoou o'uozs V'onos 0.00 u'no ao o'ou*o 0'0136 0'0816 u'onoV o'onoo o'ooms o'oosa 0'0005 0'01 o'oo 7o u'oo�o n'o��a o'mnz o'ouoo o.ouoo o'o�1� o'uo�r u'oour o o1 ' o '01 uo 0.0040 0'0136 0'1088 o'n000 0.0000 0'0170 0'0055 o'000u 0'01 0'01 *o 0'0040 0.0136 0'1224 o'Vono o'u000 0'0233 o'oma 0'0009 0'01 0'01 100 0'0040 0'0136 0'1360 o'u000 0.0000 o'o»os u'uoro o'oum 0'01 0.01 1�o o'ou5u o'V1ro u'1sxo o'uono V'onou o'oJ9a o.� o'ou14 n o1 ' u u1�s ' 120 0'0050 0'0170 0'1700 V'VVVV 0.0000 0'0501 0'0103 0'0015 0.01 0.01 130 0'0050 0.8170 0J870 0'0000 0'0000 0.0610 0'0109 0'0016 O'OZ 0.02 140 0'0050 o'mrn 0'2040 o'0000 o'noon 0'0725 0'0115 0'0016 o'nZ o'uz 150 o'ooso 0'0170 u'zzm n'0000 n'u000 0'0845 0'0120 0'0017 o'oz 0'02 160 0'0050 o'mrn 0'2380 u'nuVZ 0'0002 V'ooav 0'0124 0.0020 o'nz o'oZ 170 0'0060 0'0204 0'2584 u'oon 0'0009 0'1123 0'0154 0'0050 o'oo o'os 180 o'ouao 0'0204 0'2788 u'ouZr 0'0016 0'1281 0'0158 o'Vuoa 0'04 0'04 190 0.0060 0'0204 0'2992 0'0050 o'oozz 0'1444 0'0162 o'un*Z 0'04 0.04 zno 0.0060 0'0204 0.3196 0.0078 0'0029 0'1e10 0'0166 0'0048 V'us 0.05 210 0'0060 0'0204 0.3400 0'0113 0'0034 0'1779 0.0169 0'005* 0'05 0'05 220 0'0060 0'0204 0.3604 0'0153 0'0040 oJYso 0'0172 0'0059 u'oa o'ms 230 0'0070 0'0338 0'3842 0'0206 0'0053 0'2154 0'0203 0'0075 0.08 0'07 240 o'noru o'naoo 0'4080 o'oaaa 0'0060 0'2360 0.0206 0'0081 o'ou o'ou Zso 0'0070 o'ozsu 0'4318 0'0333 o'ooaa o'zsav 0.0209 0'0087 0'09 0.09 zau o'oorn o'uzou 0.4556 0'0405 o'oors 0'2780 0.0211 o'onvu o'ov o.o* zru o'ourn 0'0238 0'4794 0.0483 0'0078 0'2993 0'0213 o'uovr 0'10 0.10 zuu o'oorn 0'0238 0'5032 o'osar o'oou* 0.3208 0'0215 0'0102 0'10 0'10 Zgo o'oouz 0'0279 0'5311 0.0672 0'0105 0'3462 0'0254 0'0126 0'13 0'12 sou o'000a 0.0279 0'5590 0.0783 0.0111 0.3717 0.0256 0'0132 0'13 0'13 310 0'0083 0'0279 0'5868 0'0901 0.0118 0.3975 0.0257 0'0138 0'14 0'14 320 0'0082 0'0279 0'6147 0.1025 0'0124 0.4234 0'0259 0'0143 0'15 0'14 330 o'nouz 0'0279 0'6426 0.1154 0'0129 0.449* 0'0260 0'0148 0'15 0'15 340 0'0082 0'0279 0'6705 0.1289 0.0135 0.4755 0'0262 0'0153 0'16 0'15 o'\nxvs\nroxm\ZsuITpncxLs 6/29/90 m 9:12 xm paneof S I N.G. Jacobson Associates, Inc. 350 0.0095 0.0323 0.7028 0.1451 0.0162 0.5060 0.0304 0.0183 0.19 0.17 360 0.0095 0.0323 0.7351 0.1620 0.0169 0.5365 0.0306 0.0188 0.19 0.19 370 0.0095 0.0323 0.7674 0.1794 0.0175 0.5672 0.0307 0.0194 0.20 0.20 380 0.0095 0.0323 0.7997 0.1975 0.0180 0.5980 0.0308 0.0199 0.20 0.20 ' 390 0.0095 0.0323 0.8320 0.2161 0.0186 0.6289 0.0309 0.0203 0.21 0.21 400 0.0095 0.0323 0.8643 0.2351 0.0191 0.6599 0.0310 0.0208 0.21 0.21 410 0.0133 0.0452 0.9095 0.2627 0.0275 0.7034 0.0435 0.0298 0.30 0.27 420 0.0133 0.0452 0.9547 0.2910 0.0284 0.7471 0.0436 0.0306 0.31 0.32 ' 430 0.0133 0.0452 0.9999 0.3202 0.0292 0.7908 0.0438 0.0313 0.32 0.32 440 0.0180 0.0612 1.0611 0.3609 0.0407 0.8503 0.0594 0.0433 0.44 0.40 450 0.0180 0.0612 1.1223 0.4028 0.0419 0.9098 0.0596 0.0444 0.45 0.46 460 0.0340 0.1156 1.2379 0.4851 0.0822 1.0228 0.1129 0.0866 0.89 0.71 ' 470 0.0540 0.1836 1.4215 0.6226 0.1375 1.2029 0.1802 0.1435 1.47 1.27 480 0.0270 0.0918 1.5133 0.6939 0.0714 1.2933 0.0904 0.0741 0.76 1.08 490 0.0180 0.0612 1.5745 0.7424 0.0484 1.3536 0.0603 0.0501 0.51 0.54 500 0.0134 0.0456 1.6201 0.7788 0.0365 1.3986 0.0449 0.0377 0.39 0.43 ' 510 0.0134 0.0456 1.6657 0.8156 0.0368 1.4435 0.0450 0.0379 0.39 0.38 520 0.0134 0.0456 1.7112 0.8527 0.0371 1.4885 0.0450 0.0382 0.39 0.39 530 0.0088 0.0299 1.7411 0.8772 0.0245 1.5181 0.0296 0.0252 0.26 0.31 540 0.0088 0.0299 1.7711 0.9019 0.0246 1.5477 0.0296 0.0253 0.26 0.25 ' 550 0.0088 0.0299 1.8010 0.9266 0.0248 1.5773 0.0296 0.0254 0.26 0.26 560 0.0088 0.0299 1.8309 0.9515 0.0249 1.6069 0.0296 0.0255 0.26 0.26 570 0.0088 0.0299 1.8608 0.9765 0.0250 1.6365 0.0296 0.0256 0.26 0.26 580 0.0088 0.0299 1.8907 1.0016 0.0251 1.6661 0.0296 0.0257 0.26 0.26 ' 590 0.0088 0.0299 1.9207 1.0267 0.0252 1.6957 0.0296 0.0258 0.26 0.26 600 0.0088 0.0299 1.9506 1.0520 0.0253 1.7254 0.0296 0.0259 0.26 0.26 610 0.0088 0.0299 1.9805 1.0774 0.0254 1.7550 0.0296 0.0260 0.27 0.27 620 0.0088 0.0299 2.0104 1.1029 0.0255 1.7847 0.0297 0.0261 0.27 0.27 ' 630 0.0088 0.0299 2.0403 1.1285 0.0256 1.8143 0.0297 0.0262 0.27 0.27 640 0.0088 0.0299 2.0703 1.1541 0.0257 1.8440 0.0297 0.0262 0.27 0.27 650 0.0072 0.0245 2.0947 1.1752 0.0211 1.8683 0.0243 0.0215 0.22 0.24 660 0.0072 0.0245 2.1192 1.1963 0.0211 1.8926 0.0243 0.0216 0.22 0.22 ' 670 0.0072 0.0245 2.1437 1.2175 0.0212 1.9169 0.0243 0.0216 0.22 0.22 680 0.0072 0.0245 2.1682 1.2387 0.0212 1.9411 0.0243 0.0217 0.22 0.22 690 0.0072 0.0245 2.1927 1.2600 0.0213 1.9654 0.0243 0.0217 0.22 0.22 700 0.0072 0.0245 2.2171 1.2813 0.0213 1.9897 0.0243 0.0217 0.22 0.22 ' 710 0.0072 0.0245 2.2416 1.3027 0.0214 2.0140 0.0243 0.0218 0.22 0.22 720 0.0072 0.0245 2.2661 1.3241 0.0214 2.0383 0.0243 0.0218 0.22 0.22 730 0.0072 0.0245 2.2906 1.3455 0.0215 2.0627 0.0243 0.0219 0.22 0.22 740 0.0072 0.0245 2.3151 1.3671 0.0215 2.0870 0.0243 0.0219 0.22 0.22 ' 750 0.0072 0.0245 2.3395 1.3886 0.0216 2.1113 0.0243 0.0219 0.22 0.22 760 0.0072 0.0245 2.3640 1.4102 0.0216 2.1356 0.0243 0.0220 0.22 0.22 770 0.0057 0.0194 2.3834 1.4273 0.0171 2.1549 0.0193 0.0174 0.18 0.20 780 0.0057 0.0194 2.4028 1.4445 0.0172 2.1741 0.0193 0.0175 0.18 0.17 ' 790 0.0057 0.0194 2.4222 1.4617 0.0172 2.1934 0.0193 0.0175 0.18 0.18 800 0.0057 0.0194 2.4415 1.4789 0.0172 2.2126 0.0193 0.0175 0.18 0.18 810 0.0057 0.0194 2.4609 1.4961 0.0172 2.2319 0.0193 0.0175 0.18 0.18 820 0.0057 0.0194 2.4803 1.5134 0.0173 2.2512 0.0193 0.0175 0.18 0.18 ' 830 0.0057 0.0194 2.4997 1.5307 0.0173 2.2704 0.0193 0.0176 0.18 0.18 840 0.0057 0.0194 2.5191 1.5480 0.0173 2.2897 0.0193 0.0176 0.18 0.18 850 0.0057 0.0194 2.5384 1.5653 0.0173 2.3090 0.0193 0.0176 0.18 0.18 860 0.0057 0.0194 2.5578 1.5827 0.0174 2.3282 0.0193 0.0176 0.18 0.18 870 0.0057 0.0194 2.5772 1.6001 0.0174 2.3475 0.0193 0.0176 0.18 0.18 880 0.0057 0.0194 2.5966 1.6175 0.0174 2.3668 0.0193 0.0177 0.18 0.18 890 0.0050 0.0170 2.6136 1.6327 0.0153 2.3837 0.0169 0.0155 0.16 0.17 900 0.0050 0.0170 2.6306 1.6480 0.0153 2.4006 0.0169 0.0155 0.16 0.16 ' 910 0.0050 0.0170 2.6476 1.6633 0.0153 2.4175 0.0169 0.0155 0.16 0.16 920 0.0050 0.0170 2.6646 1.6787 0.0153 2.4344 0.0169 0.0156 0.16 0.16 930 0.0050 0.0170 2.6816 1.6940 0.0153 2.4513 0.0169 0.0156 0.16 0.16 940 0.0050 0.0170 2.6986 1.7094 0.0154 2.4682 0.0169 0.0156 0.16 0.16 ' 950 0.0050 0.0170 2.7156 1.7248 0.0154 2.4851 0.0169 0.0156 0.16 0.16 960 0.0050 0.0170 2.7326 1.7401 0.0154 2.5021 0.0169 0.0156 0.16 0.16 970 0.0050 0.0170 2.7496 1.7556 0.0154 2.5190 0.0169 0.0156 0.16 0.16 ' 980 0.0050 0.0170 2.7666 1.7710 0.0154 2.5359 0.0169 0.0156 0.16 0.16 D:\DAVE\STORM\25SITPST.XLS 6/29/90 a 9:12 AM Page 4 of S i N.G. Jacobson Associates, Inc. 990 0.0050 0.0170 2.7836 1.7864 0.0154 2.5528 0.0169 0.0156 0.16 0.16 1000 0.0050 0.0170 2.8006 1.8019 0.0155 2.5697 0.0169 0.0157 0.16 0.16 1010 0.0040 0.0136 2.8142 1.8142 0.0124 2.5833 0.0135 0.0125 0.13 0.14 1020 0.0040 0.0136 2.8278 1.8266 0.0124 2.5968 0.0135 0.0125 0.13 0.13 1030 0.0040 0.0136 2.8414 1.8390 0.0124 2.6103 0.0135 0.0126 0.13 0.13 1040 0.0040 0.0136 2.8550 1.8514 0.0124 2.6239 0.0135 0.0126 0.13 0.13 1050 0.0040 0.0136 2.8686 1.8638 0.0124 2.6374 0.0135 0.0126 0.13 0.13 1060 0.0040 0.0136 2.8822 1.8762 0.0124 2.6510 0.0135 0.0126 0.13 0.13 1070 0.0040 0.0136 2.8958 1.8886 0.0124 2.6645 0.0135 0.0126 0.13 0.13 1080 0.0040 0.0136 2.9094 1.9011 0.0124 2.6780 0.0135 0.0126 0.13 0.13 1090 0.0040 0.0136 2.9230 1.9135 0.0124 2.6916 0.0135 0.0126 0.13 0.13 1100 0.0040 0.0136 2.9366 1.9260 0.0124 2.7051 0.0135 0.0126 0.13 0.13 1110 0.0040 0.0136 2.9502 1.9384 0.0125 2.7187 0.0135 0.0126 0.13 0.13 1120 0.0040 0.0136 2.9638 1.9509 0.0125 2.7322 0.0135 0.0126 0.13 0.13 1130 0.0040 0.0136 2.9774 1.9634 0.0125 2.7457 0.0135 0.0126 0.13 0.13 1140 0.0040 0.0136 2.9910 1.9758 0.0125 2.7593 0.0135 0.0126 0.13 0.13 1150 0.0040 0.0136 3.0046 1.9883 0.0125 2.7728 0.0135 0.0126 0.13 0.13 1160 0.0040 0.0136 3.0182 2.0008 0.0125 2.7864 0.0135 0.0126 0.13 0.13 1170 0.0040 0.0136 3.0318 2.0133 0.0125 2.7999 0.0135 0.0127 0.13 0.13 1180 0.0040 0.0136 3.0454 2.0258 0.0125 2.8135 0.0135 0.0127 0.13 0.13 1190 0.0040 0.0136 3.0590 2.0384 0.0125 2.8270 0.0135 0.0127 0.13 0.13 1200 0.0040 0.0136 3.0726 2.0509 0.0125 2.8406 0.0135 0.0127 0.13 0.13 1210 0.0040 0.0136 3.0862 2.0634 0.0125 2.8541 0.0135 0.0127 0.13 0.13 1220 0.0040 0.0136 3.0998 2.0760 0.0125 2.8676 0.0135 0.0127 0.13 0.13 1230 0.0040 0.0136 3.1134 2.0885 0.0125 2.8812 0.0135 0.0127 0.13 0.13 1240 0.0040 0.0136 3.1270 2.1011 0.0126 2.8947 0.0135 0.0127 0.13 0.13 1250 0.0040 0.0136 3.1406 2.1136 0.0126 2.9083 0.0135 0.0127 0.13 0.13 1260 0.0040 0.0136 3.1542 2.1262 0.0126 2.9218 0.0135 0.0127 0.13 0.13 1270 0.0040 0.0136 3.1678 2.1388 0.0126 2.9354 0.0135 0.0127 0.13 0.13 1280 0.0040 0.0136 3.1814 2.1514 0.0126 2.9489 0.0135 0.0127 0.13 0.13 1290 0.0040 0.0136 3.1950 2.1640 0.0126 2.9625 0.0135 0.0127 0.13 0.13 1300 0.0040 0.0136 3.2086 2.1765 0.0126 2.9760 0.0135 0.0127 0.13 0.13 1310 0.0040 0.0136 3.2222 2.1892 0.0126 2.9896 0.0136 0.0127 0.13 0.13 1320 0.0040 0.0136 3.2358 2.2018 0.0126 3.0031 0.0136 0.0127 0.13 0.13 1330 0.0040 0.0136 3.2494 2.2144 0.0126 3.0167 0.0136 0.0127 0.13 0.13 1340 0.0040 0.0136 3.2630 2.2270 0.0126 3.0302 0.0136 0.0128 0.13 0.13 1350 0.0040 0.0136 3.2766 2.2396 0.0126 3.0438 0.0136 0.0128 0.13 0.13 1360 0.0040 0.0136 3.2902 2.2523 0.0126 3.0573 0.0136 0.0128 0.13 0.13 1370 0.0040 0.0136 3.3038 2.2649 0.0126 3.0709 0.0136 0.0128 0.13 0.13 1380 0.0040 0.0136 3.3174 2.2776 0.0126 3.0844 0.0136 0.0128 0.13 0.13 1390 0.0040 0.0136 3.3310 2.2902 0.0127 3.0980 0.0136 0.0128 0.13 0.13 1400 0.0040 0.0136 3.3446 2.3029 0.0127 3.1116 0.0136 0.0128 0.13 0.13 1410 0.0040 0.0136 3.3582 2.3155 0.0127 3.1251 0.0136 0.0128 0.13 0.13 1420 0.0040 0.0136 3.3718 2.3282 0.0127 3.1387 0.0136 0.0128 0.13 0.13 1430 0.0040 0.0136 3.3854 2.3409 0.0127 3.1522 0.0136 0.0128 0.13 0.13 1440 0.0040 0.0136 3.3990 2.3536 0.0127 3.1658 0.0136 0.0128 0.13 0.13 D:\DAVE\STORM\25SITPST.XLS 6/29/90 iJ 9:12 AM Page 4 R of SI N.G. Jacobson Associates, Inc. 100 Year Storm - Proposed Site Conditions (Surface Parking & Site Only) Santa Barbara Urban Hydrograph (SBUH); Hydrologic model of drainage features 6/29/90 PROJECT: Valley Medical Center Phase II Parking Garage 8 Improvements AREA = 1.69 Acres Pt = 3.9 inches (Total rainfall for 100 year - 24 hour event) dt = 10 min. Tc = 3.27 min. (Sheet flow => storm system => existing discharge outlet) w = 0.6046 (Routing Constant, w = dt/(2Tc + dt)) PERVIOUS Parcel: IMPERVIOUS Parcet: AREA = 1.45 Acres AREA = 0.24 Acres CN = 90 CN = 98 S = 1.11 S = 0.20 0.25 = 0.22 0.2S = 0.04 Peak Discharge = 1.53 CFS Rainfall Incre- Accumu- Accumu- Incre- Accumu- Incre- Instant Design Time Distri- mental lated lated mental lated mental Total Hydro- Hydro- bution Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff graph graph (min.) (% of Pt) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (CFS) (CFS) 10 0.0040 0.0156 0.0156 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 20 0.0040 0.0156 0.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 0.00 30 0.0040 0.0156 0.0468 0.0000 0.0000 0.0002 0.0002 0.0000 0.00 0.00 40 0.0040 0.0156 0.0624 0.0000 0.0000 0.0021 0.0019 0.0003 0.00 0.00 50 0.0040 0.0156 0.0780 0.0000 0.0000 0.0057 0.0037 0.0005 0.01 0.00 60 0.0040 0.0156 0.0936 0.0000 0.0000 0.0108 0.0051 0.0007 0.01 0.01 70 0.0040 0.0156 0.1092 0.0000 0.0000 0.0172 0.0063 0.0009 0.01 0.01 80 0.0040 0.0156 0.1248 0.0000 0.0000 0.0245 0.0073 0.0010 0.01 0.01 90 0.0040 0.0156 0.1404 0.0000 0.0000 0.0327 0.0082 0.0012 0.01 0.01 100 0.0040 0.0156 0.1560 0.0000 0.0000 0.0416 0.0089 0.0013 0.01 0.01 110 0.0050 0.0195 0.1755 0.0000 0.0000 0.0535 0.0120 0.0017 0.02 0.02 120 0.0050 0.0195 0.1950 0.0000 0.0000 0.0664 0.0128 0.0018 0.02 0.02 130 0.0050 0.0195 0.2145 0.0000 0.0000 0.0799 0.0135 0.0019 0.02 0.02 140 0.0050 0.0195 0.2340 0.0001 0.0001 0.0939 0.0141 0.0021 0.02 0.02 150 0.0050 0.0195 0.2535 0.0009 0.0007 0.1085 0.0146 0.0027 0.03 0.03 160 0.0050 0.0195 0.2730 0.0022 0.0014 0.1236 0.0150 0.0033 0.03 0.03 170 0.0060 0.0234 0.2964 0.0046 0.0024 0.1421 0.0185 0.0047 0.05 0.04 180 0.0060 0.0234 0.3198 0.0079 0.0032 0.1611 0.0190 0.0055 0.06 0.05 190 0.0060 0.0234 0.3432 0.0119 0.0040 0.1805 0.0194 0.0062 0.06 0.06 200 0.0060 0.0234 0.3666 0.0166 0.0047 0.2003 0.0198 0.0069 0.07 0.07 210 0.0060 0.0234 0.3900 0.0220 0.0054 0.2204 0.0201 0.0075 0.08 0.07 220 0.0060 0.0234 0.4134 0.0281 0.0061 0.2407 0.0203 0.0081 0.08 0.08 230 0.0070 0.0273 0.4407 0.0359 0.0078 0.2648 0.0240 0.0101 0.10 0.10 240 0.0070 0.0273 0.4680 0.0445 0.0086 0.2891 0.0243 0.0108 0.11 0.11 250 0.0070 0.0273 0.4953 0.0539 0.0094 0.3136 0.0246 0.0115 0.12 0.12 260 0.0070 0.0273 0.5226 0.0639 0.0100 0.3384 0.0248 0.0121 0.12 0.12 270 0.0070 0.0273 0.5499 0.0746 0.0107 0.3634 0.0250 0.0127 0.13 0.13 280 0.0070 0.0273 0.5772 0.0859 0.0113 0.3885 0.0251 0.0133 0.14 0.13 290 0.0082 0.0320 0.6092 0.1000 0.0140 0.4182 0.0297 0.0162 0.17 0.15 300 0.0082 0.0320 0.6412 0.1147 0.0148 0.4480 0.0298 0.0169 0.17 0.17 310 0.0082 0.0320 0.6731 0.1302 0.0155 0.4780 0.0300 0.0175 0.18 0.18 320 0.0082 0.0320 0.7051 0.1463 0.0161 0.5082 0.0301 0.0181 0.19 0.18 330 0.0082 0.0320 0.7371 0.1630 0.0167 0.5385 0.0303 0.0187 0.19 0.19 340 0.0082 0.0320 0.7691 0.1804 0.0173 0.5689 0.0304 0.0192 0.20 0.19 D:\DAVE\STORM\100STPST.XLS 6/29/90 a 9:14 AM Page 49 of 'SI N.G. Jacobson Associates, Inc. 350 0.0095 0.0371 0.8061 0.2011 0.0208 0.6042 0.0353 0.0228 0.23 0.22 360 0.0095 0.0371 0.8432 0.2226 0.0215 0.6397 0.0355 0.0235 0.24 0.24 370 0.0095 0.0371 0.8802 0.2447 0.0221 0.6752 0.0356 0.0240 0.25 0.24 380 0.0095 0.0371 0.9173 0.2675 0.0227 0.7109 0.0357 0.0246 0.25 0.25 390 0.0095 0.0371 0.9543 0.2908 0.0233 0.7467 0.0358 0.0251 1 0.26 0.25 400 0.0095 0.0371 0.9914 0.3146 0.0239 0.7826 0.0359 0.0256 0.26 0.26 410 0.0133 0.0519 1.0433 0.3489 0.0342 0.8329 0.0503 0.0365 0.37 0.33 420 0.0133 0.0519 1.0951 0.3840 0.0352 0.8833 0.0504 0.0373 0.38 0.39 430 0.0133 0.0519 1.1470 0.4201 0.0360 0.9339 0.0506 0.0381 0.39 0.39 440 0.0180 0.0702 1.2172 0.4700 0.0500 1.0025 0.0686 0.0526 0.54 0.48 450 0.0180 0.0702 1.2874 0.5213 0.0513 1.0712 0.0687 0.0538 0.55 0.56 460 0.0340 0.1326 1.4200 0.6214 0.1000 1.2014 0.1302 0.1043 1.07 0.86 470 0.0540 0.2106 1.6306 0.7873 0.1659 1.4089 0.2075 0.1718 1.76 1.53 480 0.0270 0.1053 1.7359 0.8729 0.0856 1.5129 0.1040 0.0883 0.90 1.29 490 0.0180 0.0702 1.8061 0.9309 0.0579 1.5823 0.0694 0.0596 0.61 0.64 500 0.0134 0.0523 1.8584 0.9744 0.0435 1.6341 0.0517 0.0447 0.46 0.51 510 0.0134 0.0523 1.9106 1.0183 0.0439 1.6858 0.0517 0.0450 0.46 0.45 520 0.0134 0.0523 1.9629 1.0625 0.0442 1.7376 0.0518 0.0453 0.46 0.46 530 0.0088 0.0343 1.9972 1.0916 0.0292 1.7716 0.0340 0.0299 0.31 0.37 540 0.0088 0.0343 2.0315 1.1209 0.0293 1.8056 0.0340 0.0300 0.31 0.29 550 0.0088 0.0343 2.0658 1.1503 0.0294 1.8396 0.0340 0.0301 0.31 0.31 560 0.0088 0.0343 2.1002 1.1798 0.0295 1.8737 0.0340 0.0302 0.31 0.31 570 0.0088 0.0343 2.1345 1.2095 0.0296 1.9077 0.0340 0.0303 0.31 0.31 580 0.0088 0.0343 2.1688 1.2392 0.0297 1.9418 0.0341 0.0303 0.31 0.31 590 0.0088 0.0343 2.2031 1.2691 0.0298 1.9758 0.0341 0.0304 0.31 0.31 600 0.0088 0.0343 2.2374 1.2990 0.0299 2.0099 0.0341 0.0305 0.31 0.31 610 0.0088 0.0343 2.2718 1.3290 0.0300 2.0440 0.0341 0.0306 0.31 0.31 620 0.0088 0.0343 2.3061 1.3591 0.0301 2.0780 0.0341 0.0307 0.31 0.31 630 0.0088 0.0343 2.3404 1.3894 0.0302 2.1121 0.0341 0.0308 0.31 0.31 640 0.0088 0.0343 2.3747 1.4197 0.0303 2.1462 0.0341 0.0308 0.32 0.32 650 0.0072 0.0281 2.4028 1.4445 0.0249 2.1741 0.0279 0.0253 0.26 0.28 660 0.0072 0.0281 2.4309 1.4694 0.0249 2.2020 0.0279 0.0253 0.26 0.25 670 0.0072 0.0281 2.4590 1.4944 0.0250 2.2299 0.0279 0.0254 0.26 0.26 680 0.0072 0.0281 2.4870 1.5194 0.0250 2.2578 0.0279 0.0254 0.26 0.26 690 0.0072 0.0281 2.5151 1.5445 0.0251 2.2858 0.0279 0.0255 0.26 0.26 700 0.0072 0.0281 2.5432 1.5696 0.0251 2.3137 0.0279 0.0255 0.26 0.26 710 0.0072 0.0281 2.5713 1.5947 0.0252 2.3416 0.0279 0.0256 0.26 0.26 720 0.0072 0.0281 2.5994 1.6199 0.0252 2.3695 0.0279 0.0256 0.26 0.26 730 0.0072 0.0281 2.6274 1.6452 0.0253 2.3975 0.0279 0.0256 0.26 0.26 740 0.0072 0.0281 2.6555 1.6705 0.0253 2.4254 0.0279 0.0257 0.26 0.26 750 0.0072 0.0281 2.6836 1.6958 0.0253 2.4533 0.0279 0.0257 0.26 0.26 760 0.0072 0.0281 2.7117 1.7212 0.0254 2.4813 0.0279 0.0257 0.26 0.26 770 0.0057 0.0222 2.7339 1.7413 0.0201 2.5034 0.0221 0.0204 0.21 0.23 780 0.0057 0.0222 2.7561 1.7615 0.0202 2.5255 0.0221 0.0204 0.21 0.20 790 0.0057 0.0222 2.7784 1.7817 0.0202 2.5476 0.0221 0.0205 0.21 0.21 800 0.0057 0.0222 2.8006 1.8019 0.0202 2.5697 0.0221 0.0205 0.21 0.21 810 0.0057 0.0222 2.8228 1.8221 0.0202 2.5919 0.0221 0.0205 0.21 0.21 820 0.0057 0.0222 2.8451 1.8424 0.0202 2.6140 0.0221 0.0205 0.21 0.21 830 0.0057 0.0222 2.8673 1.8626 0.0203 2.6361 0.0221 0.0205 0.21 0.21 840 0.0057 0.0222 2.8895 1.8829 0.0203 2.6583 0.0221 0.0206 0.21 0.21 850 0.0057 0.0222 2.9117 1.9032 0.0203 2.6804 0.0221 0.0206 0.21 0.21 860 0.0057 0.0222 2.9340 1.9236 0.0203 2.7025 0.0221 0.0206 0.21 0.21 870 0.0057 0.0222 2.9562 1.9439 0.0204 2.7247 0.0221 0.0206 0.21 0.21 880 0.0057 0.0222 2.9784 1.9643 0.0204 2.7468 0.0221 0.0206 0.21 0.21 890 0.0050 0.0195 2.9979 1.9822 0.0179 2.7662 0.0194 0.0181 0.19 0.20 900 0.0050 0.0195 3.0174 2.0001 0.0179 2.7856 0.0194 0.0181 0.19 0.18 910 0.0050 0.0195 3.0369 2.0181 0.0179 2.8050 0.0194 0.0181 0.19 0.19 920 0.0050 0.0195 3.0564 2.0360 0.0179 2.8245 0.0194 0.0182 0.19 0.19 930 0.0050 0.0195 3.0759 2.0540 0.0180 2.8439 0.0194 0.0182 0.19 0.19 940 0.0050 0.0195 3.0954 2.0720 0.0180 2.8633 0.0194 0.0182 0.19 0.19 950 0.0050 0.0195 3.1149 2.0899 0.0180 2.8827 0.0194 0.0182 0.19 0.19 960 0.0050 0.0195 3.1344 2.1079 0.0180 2.9022 0.0194 0.0182 0.19 0.19 970 0.0050 0.0195 3.1539 2.1260 0.0180 2.9216 0.0194 0.0182 0.19 0.19 980 0.0050 0.0195 3.1734 2.1440 0.0180 2.9410 0.0194 0.0182 0.19 0.19 D:\DAVE\STORM\100STPST.XLS 6/29/90 a 9:14 AM Page ;D of �� N.G. Jacobson Associates, Inc. 990 0.0050 0.0195 3.1929 2.1621 0.0180 2.9604 0.0194 0.0182 0.19 0.19 1000 0.0050 0.0195 3.2124 2.1801 0.0181 2.9799 0.0194 0.0183 0.19 0.19 1010 0.0040 0.0156 3.2280 2.1946 0.0145 2.9954 0.0155 0.0146 0.15 0.16 1020 0.0040 0.0156 3.2436 2.2090 0.0145 3.0110 0.0155 0.0146 0.15 0.15 1030 0.0040 0.0156 3.2592 2.2235 0.0145 3.0265 0.0155 0.0146 0.15 0.15 1040 0.0040 0.0156 3.2748 2.2380 0.0145 3.0420 0.0155 0.0146 0.15 0.15 1050 0.0040 0.0156 3.2904 2.2525 0.0145 3.0576 0.0155 0.0146 0.15 0.15 1060 0.0040 0.0156 3.3060 2.2670 0.0145 3.0731 0.0155 0.0146 0.15 0.15 1070 0.0040 0.0156 3.3216 2.2815 0.0145 3.0887 0.0155 0.0147 0.15 0.15 1080 0.0040 0.0156 3.3372 2.2960 0.0145 3.1042 0.0155 0.0147 0.15 0.15 1090 0.0040 0.0156 3.3528 2.3106 0.0145 3.1198 0.0155 0.0147 0.15 0.15 1100 0.0040 0.0156 3.3684 2.3251 0.0145 3.1353 0.0155 0.0147 0.15 0.15 1110 0.0040 0.0156 3.3840 2.3396 0.0145 3.1509 0.0155 0.0147 0.15 0.15 1120 0.0040 0.0156 3.3996 2.3542 0.0145 3.1664 0.0155 0.0147 0.15 0.15 1130 0.0040 0.0156 3.4152 2.3687 0.0146 3.1820 0.0155 0.0147 0.15 0.15 1140 0.0040 0.0156 3.4308 2.3833 0.0146 3.1975 0.0155 0.0147 0.15 0.15 1150 0.0040 0.0156 3.4464 2.3979 0.0146 3.2131 0.0155 0.0147 0.15 0.15 1160 0.0040 0.0156 3.4620 2.4124 0.0146 3.2286 0.0156 0.0147 0.15 0.15 1170 0.0040 0.0156 3.4776 2.4270 0.0146 3.2442 0.0156 0.0147 0.15 0.15 1180 0.0040 0.0156 3.4932 2.4416 0.0146 3.2597 0.0156 0.0147 0.15 0.15 1190 0.0040 0.0156 3.5088 2.4562 0.0146 3.2753 0.0156 0.0147 0.15 0.15 1200 0.0040 0.0156 3.5244 2.4708 0.0146 3.2908 0.0156 0.0147 0.15 0.15 1210 0.0040 0.0156 3.5400 2.4854 0.0146 3.3064 0.0156 0.0147 0.15 0.15 1220 0.0040 0.0156 3.5556 2.5001 0.0146 3.3219 0.0156 0.0148 0.15 0.15 1230 0.0040 0.0156 3.5712 2.5147 0.0146 3.3375 0.0156 0.0148 0.15 0.15 1240 0.0040 0.0156 3.5868 2.5293 0.0146 3.3530 0.0156 0.0148 0.15 0.15 1250 0.0040 0.0156 3.6024 2.5"0 0.0146 3.3686 0.0156 0.0148 0.15 0.15 1260 0.0040 0.0156 3.6180 2.5586 0.0146 3.3841 0.0156 0.0148 0.15 0.15 1270 0.0040 0.0156 3.6336 2.5733 0.0147 3.3997 0.0156 0.0148 0.15 0.15 1280 0.0040 0.0156 3.6492 2.5879 0.0147 3.4153 0.0156 0.0148 0.15 0.15 1290 0.0040 0.0156 3.6648 2.6026 0.0147 3.4308 0.0156 0.0148 0.15 0.15 1300 0.0040 0.0156 3.6804 2.6173 0.0147 3.4464 0.0156 0.0148 0.15 0.15 1310 0.0040 0.0156 3.6960 2.6320 0.0147 3.4619 0.0156 0.0148 0.15 0.15 1320 0.0040 0.0156 3.7116 2.6467 0.0147 3.4775 0.0156 0.0148 0.15 0.15 1330 0.0040 0.0156 3.7272 2.6613 0.0147 3.4930 0.0156 0.0148 0.15 0.15 1340 0.0040 0.0156 3.7428 2.6760 0.0147 3.5086 0.0156 0.0148 0.15 0.15 1350 0.0040 0.0156 3.7584 2.6907 0.0147 3.5242 0.0156 0.0148 0.15 0.15 1360 0.0040 0.0156 3.7740 2.7055 0.0147 3.5397 0.0156 0.0148 0.15 0.15 1370 0.0040 0.0156 3.7896 2.7202 0.0147 3.5553 0.0156 0.0148 0.15 0.15 1380 0.0040 0.0156 3.8052 2.7349 0.0147 3.5708 0.0156 0.0148 0.15 0.15 1390 0.0040 0.0156 3.8208 2.7496 0.0147 3.5864 0.0156 0.0148 0.15 0.15 1400 0.0040 0.0156 3.8364 2.76" 0.0147 3.6019 0.0156 0.0149 0.15 0.15 1410 0.0040 0.0156 3.8520 2.7791 0.0147 3.6175 0.0156 0.0149 0.15 0.15 1420 0.0040 0.0156 3.8676 2.7938 0.0147 3.6331 0.0156 0.0149 0.15 0.15 1430 0.0040 0.0156 3.8832 2.8086 0.0148 3.6486 0.0156 0.0149 0.15 0.15 1440 0.0040 0.0156 3.8988 2.8234 0.0148 3.6642 0.0156 0.0149 0.15 0.15 D:\DAVE\STORM\100STPST.XLS 6/29/90 a 9:14 AM Page tE51 of S i W Q Z O w CC U T O n y r- TD V) 4) ■CK) U _0) co y a WCZ �- C\J � N y � � C j Q � Q V O � U LL � ' N ■ T W V Q WQ Z 0 Z W �o UZO Z,. J �z Q U c� CL, [� Q W W a- 3 F-- W Z Cl) >' Z o - WOz _J W Q U). Q a (, o W LU Znz l� Q LU Z � N w t rs= CQ W Q z O U) W Ir V � T O cn T 00 LM 401 o .(D o0) ._ U) cz� �a �00 aw 6 '' +� ad im O ® . - Z3 N p Q �V ' N ■ T (w V uu z wiz O JZZ a2 z oql---- U OC Q a mono w 'Z � O W O, z _ >- z E— o wOW m _I mi w a cn as a GONC. 5LA5 I� 11 ' CONSTRUCTION SEQUENCE �- sTANpA�D _ - _1 `GURUF_ 1 I I 8'I 311�LA8 ROIr.K (0'-O�'MIN. FLOW LINE ELEV (4.5 Or Alb ,R60 1. INSTALL ROCK CONSTRUCTION ENTRANCE I211 FT, FIL O? �¢�► FTG IQ1`J �4 TOP ELE1/ 39,0 �) L E ( I GONG. GU►�� 2 iii -,' YARIE� �- I I �'Is 118, 7i' 31 4 FILL 2. CONSTRUCT TEMPORARY SEDIMENT POND, OUTLET STRUCTURE AND OUTLET PIPE GoNc. � , . WATER-5�1R�AcE I � i�, ;, I 10 - OII ! �� -TRASH EAi2Tl-+ MIN r �LDPE GUr�� J ------ FLE�I- M,0 ,-- 111�AGK � SP�LLY►rA'( E3ERM I ± �' = I 3. INSTALL SILT FENCE EArTH $ECM FILL I G�Ai ,A O iZF_ADEIZ 2 4. CONSTRUCT TEMPORARY (ROCK LINED) DRAINAGE 2'1 A, 6,., ANt2 SEE 5 Z '�)I e7oL,LA12� I -� - I DITCH -- - --- - 12 - I _ q-II �AG��.12�GIC _ : \� • �� Q'4'Q - - i -ELEEV , I I i` ii�;;; I 5. AND GRUB SITE WITHIN GRADING LIMITS '" � __-- CLEAR EXIhTINC� �f2A►DE .rG - - :sc-o! 0 N J' ---6• GRADE SITE TO ROUGH GRADE ELEVATIONS AND A SEGTiON I -�{3.f d- -' CONTOURS _'.. T1 __ r, Au'TO g1ATE RA�/EL. �p - 15 DIA .-pERFOR4?�D 12'' MI►J �2oc K _ �.oY� �Fzo51oN GoN-trzo ,. s7�uCTuf�E ITN 3 o IZ NE - - GQ;ZRLk�A7W MTL, PIPE LINI ICI ovc�- GQr✓rPL� IoN o� � OJr;GT. - Zo' -oil - �,► PAC©G OF EcGAv,�,"E To laIZoUN �L '1 J I - i__w�EEP__ 1 - G�GGOMMDO�T� EROSION/SEDIMENTATION NOTES a�2nUND� Q SAGE OF ExlS'j-INS Coo 4 :MAX) I I I GoNG.�ASE . 11�($ED_C1 P iWC,< IrINNIN 3 �j20uND - SEE auTL�T=:� a �LD� F. �,---�--�_ i� ' OII _G JN?O�NG• TREAM °SEE -�L�4N 3 to I, QII ,� I Pole �..OGATIoN • -� _j R\iGh I -- 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS I �- \�� \ P� JP I I '-40?L : 5L.AM12 IS IN �� - - t _ DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD "�� "� I �biuIpM�N � �O - AND OBSERVED DURING CONSTRUCTION. 2IF:T[ Q J L T d I ME'N T �VN40 �G�-I�.t2,(a� 5 �2i.iG''� SNAI. t, i �i ,oil ,, AI•TIA i � No. 2 , G� 1 i I!I�. �ZiKiN� 65 ILJ ► -r'.r 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR 64WAVEL _ 20' _ oil �OE're-/"roR 1.00Pti � or GON'iICpL �Y51 N �IK�MFN OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES SURFAGINC� \1\ -- 3 NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND aj �,i2KING GONT20L 15L<.�,1�ID I II-II_pt� `} �E�1M�i l I00N� & OUT T -r SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY Gc T 3 LEI N - � � r �o51aN % �EDIM�N I DIT�t-I N.T �• CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS D•� r'fADlr52 W'Trl 5EC I �ON D COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO pITGH 9�pPEp 'RD DRAIN -----,. EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 811 I M NE R V I O U °j 50 I L ----- -� 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS I j / P- t� DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENT TO MEET 51. b Q F (- 3 � p I-OII tji- O oil 6 � �Sr�Q/ or SP�U/i) ¢� " , ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND I II 9 -- ----- --- r MIDI 4/, KE' / �� UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE - - -----Max. W,S.� i /l D IG�rZATE NIIN, MIN, VAZIE� � _, : .��- I E/P✓.38.0 \ �j � G SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL �It GONG. I WALE G 4 j�AGKFII_L_ MATERIAL t Cl 390 �P ��✓�G �� FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION E ONGRE I E UTTER , , _ J �/ CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF 4• � ,�. � I Al.�+la . S�. G � TYPE A G UNI PAG1 �� 74 � ------ -- � P � A`pRON Aii q� o OF WAX cEN TY E/P✓, 3(0.0. 3 `' D CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF �--TYP•% Z a,��a�� THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE Ep/'f%7 V` ,O` CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL I/�u/�T 1 �I � _ IZ� BELOW cA - --_ --- I �ENVELOP pF � � �� L'--- �'� F I I wAyHEp �q cqKAveL oilt ," Fi%� FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE _ l P �'� NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE A C Pv M T 5 LOP Et7 - G ►� I ��4 a RECEIVING DRAINAGE SYSTEM. P-12Af', AToP I�IL�T - ,° P;RFG7RA-rED 4. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL � � �A � 1. A� � ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE - I�ICOP INLE'j �- �'' � 9tJl5C�IZAIN PIPE ;' �� ,��` �� I �t , �, H m k'06- lZIP Rp�P --- �•� DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. GOti1TINUDU� ALOiJC� Ali Kl-11101W; MIN ToE aF So.TH >71 KE FILL 5. ANY DISTURBED 'AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS / OR MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS gEG�•r I N L I I" MINUS GRu�HED (a f2H�/�L PLANTING OR OTHER APPROVED EROSION CONTROL TREAT MENT jC6,0I`,JTAIW Leo-5� THAN 2% MATERIAL MAINTENANCE APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING �X151�i! ►,I/,. PA��I�J/,, �I C ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL f11L�1 �I-DII MIN �"f THE ��• I�O �ILV�) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE I oil 1 i I I I �_--- 5WALE -O 5-O' (o -D 1'AI21GIhIGI I�OT NO � : OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE I II II DRESSING WITH 2-INCH STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR --- - �. 5WA LE i �- O °j - D 4 -0 1Zi P�,1''' Fni2 G�'',AN ,.G ;ION , Av✓ a .r OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, G�+2DUNp MIN v WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST OTHER TREATMENT APPROVED BY THE DEPARTMENT. GOI � F-O�M TO I/,%5PoT � ��j, �j ��. 1 C2 BE REMOVED IMMIEDIATELY. Y 6. ALL EROSION/SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE M -_ _�� I� DEPTH EXCEEDING 6 INCHES MUST HAVE A FENCE WITH A MINIMUM HEIGHT OF 3 FEET. ►20c.�C RIP- f�'AP I -- AL. P\/M'T � �%r✓ i ONG. "CKWALL Y c,� II - L-coN� 3 L QA s� ill ,D �� CDN5712 EN G 4 I BUT SLoNE - SIOE�/AL,K «�� ►eoGK WALL- DITG N GONG. E, V 40. 5 r NOTE: 5EE °I L I NE k G" � I DE v\/A 6.K r'1� FLEA. •4,5.3� - FENGE To 3'' PA OFP r. rOUND SOLID GOYE9 MA;ZKED -� --- (I �i SEDIMENT POND CAPACITY PROVIDED - 3630 CU.FT. FOR �EG.1. I DN F �OL'T J' F� WIN • THE ± 2.0 ACRES OF DRAINAGE AREA (BASED ON 0. 5 IN. O''��25 GJE G T I O N MTL �RANIE Gc'ATE F6hEE !qNa t jo. 4'1 e -so <cgGj D PER ACRE OF DRAINAGE AREA PER KING COUNTY STORM 5TP• PLgN P'2A -- G DRAINAGE CONTROL, REQUIREMENTS AND GUIDELINES, OF D+KE PARAGRAPH 3.7 - SEDIMENT BASIN.) 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