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HomeMy WebLinkAboutSouthridge Village PH IIISOUTHRIDGE VILLAGE _ PHASE III ON SITE HYDROLOGY it ASL CONSULTING ENGINEERS IJ L L 1 1 V ASL Consulting Engineers OFFICE ,:,tv 1.� DEPT. C, SNC[T NO. OF J 1 k BY DAT 'l��M SIGNATUR SUSPECT SoyT11��P�E 1\�pW`DL�� 9 (6rti cat tIrd1A "f+ils cat- av �►+►Tt oa �aG1lw4f, CNA�l�l4t_ tac�vP�att 'T'�E t of a�Ft�S�, �VPNI� FdoM TNT SO V'trt AT Tt1E. �C4�.�T� QO�+t9t•R� -P f, s►c GVTVt\A T � »rte '6p5tG C�E.S�C.� DkSTe�-k cT po 4V,vt£¢T. c a c.t, Y t� yo¢pv�.IL vEs�cr� P+�a Cayss� F�.ocd CoatCot, QQp�t15 1l�TEQGEQT\Vt[; '!NS Dff54'M �L- TNT 5 o.u'�� �� S1tE� FOAL P 1 vo -�EPtL ��c.2�Fe+c STOi'rM . 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GN•.N►1ir��. *L 1- 320 O.7 )rl tTIsL AzfFA, 12 � vN96 Pov�a- 3.8 v.��- l o,7 So• o � `� O. O O.0 Z 3o ICU c3 V 4 VEJ q.g �.(o .13 Zy.B I I.5 - 16 0.03 PtQE 3,^ K Z50 0.3 T CotL t�1 r �1� 4 v�►v�.J �•s 3.b .13 tr•� 11•Z 83 0 a S v. E Q ,t � Ib• boo o. T� Fug (I 7 8 1 . 1 8 vavEJ. - . 3.5 .1 13.0 Iz. 1 1(0 0.057 3o i ►1.1� Z50 p.1 T� Fo4- 11q V0 90 4. g.ti 3.� .73 2%•0 Iti•a' tt1 0.05 p 36'► Ir.� ` 0. i ie F, (L =o�t.I ISZ, � to oil �w.Q 19•� '1.3. ,(r8 Ib.l. It.S 134 t•or GoAI� It -5 2.3 ( S� o .o (� � P3e'�� 71.0 3SD 0 .3 T� Fo l D4- to I [, a to A B a . 77 t4.q 2 .g 0.0 � E �("1 0 ?4 ,1 4 0 0 0.3 T, Tov- S a t ag �o v S.d ,�� `1, 1 13 1 O 0 .0 1 150 j SO 0.1 T� ��Ec� 13. Z D - 19 FIGURE D - 6 ( r".1 m! m S 14AI -IE : VEf-c. N A.1c (�tG 9000-9 ( - "T�Q"` O YEAR STORM 1 -HOUR RAINFALL (inch) = 1. 3j ; IWENSITY SLOPE = d, b p CALCULATED BY: CHECKED BY: PAGE NUMBER Z OF C RATION NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SIAPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDRAULICS AND NOTES va9�.J o.7M 30J, O.LI - l000 (o (v 3 0,x, 0.2o & Qac- cKA�a��. 7. V 3 'to O.7 ) tT�e.L A¢FA 2� v N9" c0,6 3.$ v.�a- Iq. - I o,7 So.o So. o o.oZ -�,` IO.Z 500 0.6 T. t °� 6� 11t, c3 v11vs .13 2ti.8 11 S - 110 0.03 Q�QE � IS,S ZSO 0.3 T rill 111 4 vNv4.J 2 5 3.b .13 V . (, II 3 0.0 S Q13o� lb• 9 A00 0. T FoL (`78 VuVEJ .0 `1 (0 0.o S 30� �1,1e Zoo Q.Z T Fo0- 11a Q VtlOcJ Ar (11 fl.oS P36'� p 0. I 'rc Fo(L Ili tc iia 1SZ 3 10 0 � w,Q iv.6 3.A- ,lk X4.7 1t.5 sTlesc-c '�° IS Z g coaO I Z, 3 3 3.4 SzeEET Ab3cFl T c Fott; 1n4- '1ot 14.4 3 1 ��z 4ab C- 5. Tc F0� 1 5 6 3. A , g I Or 13 1 = 4 • I 3 j 5 STaFET G► P - Q Tc Ca' V s'f l.4 D - 19 FIGURE D - 6 STUDY NAME: S oVTa��v4(� - VEECFI Ate S IoynA Va-1 0 l- ••TE •.LO�Gt TtaE M L%A� I YEAR STORM 1 -TOUR RAINF.'1LL (inch) = 0. q 0 ; INTENSITY SLOPE = d (0 0 G CALiC[IIATED BY: 1 AA CHECKED BY: PACE NUMBER 'j OF (Z' CONCENTRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES .0 131 � 6 vNVEJ Qoo fL GodE4- S . 2 3 .� o .l 15.0 O 570 (O ( o 15.0 5.g Sa 3�• � ,� Iq. 3,G o.1� 37.8 3 Q10 60 D¢p + Ar Mw IS C. _ lip S3 30�` 1o.g ?ov o.3 T �5 8 ,. �9 FavM 15 g coav S.� �.� o•lq II.Z II q �QE 13. 1 400 1.13 T, �(r3 g cola 7�• I ;•3 O.lq 13•l q.Z 113 N I L ��� 3 @ 1 3. q -- - Too 0 I Z 13� $ o�tiL 3 • S o 13 7 4- `34 --PIss v.os c�pa►4�� Z,5 Boo S' .3 o° 17.3 Ilo. o o.oS 4. - 700 1 o � = lq.'S 13� g ✓► Qco� Co� 6 58.5 ;.(,0 0.6 f o 5 v Iq,5 (I 3 4 kQti - \\ Is.q fop O.Z T c I(oS B Co y . 3 I.lo o .��a 7. 5 Iq+ PEE 1 2.(. boo 1, Z T wQ4GOACN� (I 0 l zd.7 Qt _ �t1 4(It) A U c i s �1A 0 +?� ll.o �o0 0.6 T {b� �I �., D - 19 FIGURE D - 6 1_,y,� (; SMY NAME: ' ovT ri qWQ GC — PE�C 1A K3< sT o�n. ClQk- (_ lxmslQ w 1. S. A L 0 N L TtkE M W 9 L �� - I P 0 YEAR STORM 1 —HOUR RAINFALL (inch) = I. 35' ; INTENSITY SLOPE = O. (0 0 CALZU ATED BY: f ' o , CHECKED BY P AGE Nu4BER k OF CONCENTRATION POINT NL2-2�ER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SIAPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES va9EJ Poo 0.7A 15 .0 o.lS �10 ID ( o (�;.o �.v, 4 A 57 (•i, Q \op f 0t f s3 � -S 3.(, 0.7� 3,,a rl � S3 E P30,� Io.g 700 t5� •RoI► IS �Q�E� i�v 8 3 Joao S.q 3 .S 0.81 16.1 ao tl•z 5 w F- F_ T,@ Ib3 163 Co yip 71.1 7.3 04 72. A• 13. 59crs 6.xru od I �.� T (3b (`t•3 1 l3 Tc� f(o5 , 1�oS B coww �.c3 2.� o.� �i.a Iq,S T. a. I'T3 Ag Q o 500 os Tc 1 L $ (G8 B coaO 37.5 �,5 o.lq - 10.( Q,a xm 70 5A cF 5 Fa�Qs s4 1s0 o.L T �rvt`►� BF I 0 .7S 2 � Mw9 ov 4�•*� g QL + o S= q 7�f s 5vvf ,.t Fbrw AT z �ocmv1 CAY of rAwy ? I D - 19 FIGURE D - 6 4b` \��`� • ����n ow �3 b•°1� �3��a �4 b' l `�i 1 �d(71S S �u11 ?33`� n'�1�� N7 a' ti'�t • s d 3 ' 3d�S 1"IS VL ao d Id ILVi IW-L• 5 0 vZ 0 I 1 ? - ' CAf -- 13 vc*-I" 711 .ao g I o 0 YEAR STORM 1 -HOUR RAINF (inch)= ; INTENSITY SLOPE CALCULATED BY: CHECKED BY: PAGE m mBER LA OF 1 A2114I'RATION ii.I:,T NUM6E:R SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDRAULICS AND NOTES va�fJ c Z q.4' O. Z I 1070 ( C) �A,1 �• , 0 0 -- T �('F 1 eOM I `3 � o g P °O to�fcL 7.1 3.9 COA 0 V. A t 7.4 I fdoM IP0 (0.j 14�L A I& �o��tL A.a 3 0 1A II 5 ( o ` 9So o. q „ I Ati I- l 31 0.73 (oo. j I v.q - 1 0 0 1,1 T, s.cQcco•� a� I I fizom 142 - tl• o X0.5 3.6 IC SIdA (23) { 3.8 3 I Z 1 P�p� ? ` ' 11 800 0 E3 T 11yQRo••c,N��1 11 3 FNor� 1 1 I 12.8 D- 19 FIGURE D - 6 ... .r �r r rr �■I� r. r ® - r r �r � r r ( 0 l% pY 1 LIMY 14ALvE: So.,TK��o4� - BEELa gs%ivE- L 1►1E. � A s T \� o (� � b'�. CALC[J[ATED BY Of CHECKED BY: to YEAR STORM 1 -HOUR RAINFALL (inch) = 0 • Qo ; INTENSITY SLOPE _ 6 t? PACE NUMBER I ' OF ( Z CO'ACENrRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES tQ3A Q s E Q, sTv9Y (Q� V T 2 (70 (FEor, ( 70 A Z D . 1O 10001 (0-5 I A SA ti3 v v +E ( D,� �(Ac c.. A Tc IB o STtFr.T 3 . S �;o o Tc C, 1 Al T (70 10 faomfpccu\Z) 3 co av q, (o ( q 0.11 I Ar � 1 (rf om cots c ^�c� co,t9 � I • S t7•�� �G.(/ QZ In D - i9 FIGURE D - 6 IVDY WE:, ` t -i G\ CALCTUTATED BY: `� M A095. �TO�7,L KL C M CHECKED BY YEAR STORM 1 -HOUR RAINFALL (inch)= INTENSITY SLOPE = 0, G PAGE NUMBER q OF t Z�, DNCENTRATION I SOIL I DEV. I AREA I C Q Q SLOPE SECTION V PATH T TO HYDFAULICS DINT NGM�ER TYPE TYPE (ACRES) I in/h I (SUB) I TOTAL ft /ft fps. ft. min. min. AM NOTES 144 I I I I z 13S I 1 23 N4AJ9A(, ZO � O .S ?o ©,t �j O� 16.E 1+0 I.S +: iN I2,1 D - 19 FIGUPF • 1 to O, O ��T• Z O"I oO � moo. 1� c� i K IV �, Il4 Z ,6 1 70 Fo a 114 1 'lh Pk (4.0 - 10 O. �� �,0 5�0 3.2 • 110 ,3 = 2 + 3 o G I_ 30 Z t D - 19 FIGUPF it,ili lJ��t :: �' ��GGlL A�tEt�1V�. �2�•�1 �, CALCULATED BY IrAA vu 6�44 TP¢C.,(L�. 1 z to 0 0 YEAR STORM 1 -HOUR RAINFALL (inch) = ( 3 5 — ; INTENSITY SLOPE = 0. 40 0 PAGE NCMBER ( OF 11 .i &:Flll'MTION i' �il4T NUMBER SOIL TYPE DE.V . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps, PATH ft. T min. Tv min. HYDRAULICS AND NOTES f 1 v(Jv[V goo- I , 11 0.14- 5.. D. 70 � QO la to °•IB 17a 19 f Ih 8 `' 0,4 3..cl 0.14• I Z Io 7 Q�4E- k S vo Tc. @ cv►t 13.3 v f Q I o4 va9E 5.4 — - X40 lo.o � IA.. + = qI 7.1 40o I . o �� coa�►�cr�v� n- m FIGURE D - 6 NE i j- H! Ifl i 0 i SHEET NV. OF , .I- Ha m ST UDY t o 0 AA JOB N0. Bl ASL Consulting Engineers SIGNATURE c OATC p SUBJECT I��TNQ \y 4E �Tp�h ,Y�Y1�lu OFFICE ` P S�► �QQI1.octi T DEPT. t4 o E � � 'JIN2 I� � 4 irJlN� Q = A3� QkQF S ✓QF s t E Q = !A +f !� 31 = (o o c F S Sc ¢ I T 16.9 -7 _ Sal cF S Q E53 \. v �- �q I o ' T¢ -�[t. ?Ir�E l - 7�'o Q — s(o� ; ]$ �I: (�.\ QS 1 = ti.� r^�til "CoT #� T�r.E 93.5 + Q = S( 4 ( L; L �s = X008 c-f .b nlov� (03 \ r Mh \N 11`kl— STVDy SMEET till_ Uf 1/ ' JOB N0. IH4 O B1 ASL Consulting Engineers SIGNATURE A DATE. {7 SUBJECT 5 ' r ' - / �'rpQi r•••• VQ I. OFFICE `AS ►Qt�IJA 4 gPQOt.0(. \ \\ DEPT. Pt PF C off s Oovs x.95 = ?. S o t$ / C c = 11.4r 0: 2(4) -t ( so ) 1 i *s -c.F_ f Lo vi Q= 41 k 2a (- ?,1S '1 C) P E 11 \SO 4 (06 V = MI T o•l M"J al. 1 4 . - I 0 = ?I .S t.,%1‘2 TLC 13A T tl .S 9a0 .+ (.,S) IL\ = A3 cfs 0. /1 ' - 15 3.t t,o9E I Po L : 1B J= 1�.1 FQ9 Q = A3S GfS T= (•3 1".t�.1 QaAeL 1 As, l 000 tpTol. T a1.5 + 1 . 3 - 79.8 ,tetra 1 _1 .. c U- Y SIUDY 14Al C:: 60vTII900re jN'4s ID YEAR STORM 1-HOUR RAINFAL (inch)= O.Qo INTENSITY SLOPE = D •& o CALCULATED BY: FP ^ CHECKED BY- PAGE NLNBER ) OF L CONCEWRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SOCTION V fps. PATH ft. T min. TL min. HYDRAULICS AND NOTES 1 °z cl4 P co•lE �• 12.-; o � 11,1 o. o go Io.S Io.S 11•� p 4i 8 �Q' �, a �, 3,? � �yo 1 .0 ASS ✓r�f.� o�T���� 'r'a 'DEc��Z 11,5 ID loo g Y oJti S.1� oS o,�8 `i.�- 0,1Q —' �7I1t7 10,0 0 g VJJVtJ Y Y co fa 2.g (0 0.6� 5.o I�.o Cd A iF 1r v £*Lair 0"t) + S �.to �.0) _ 1A.o G 4 to froa- OtA�� Is IA,o cf Q�QE �{ S T Az MAC* LaF- r't st 5 rcGT o 0.11 — — 43a .5 Io.o � o S a g u�o aYFa � .2 1 •� 0 V . a� ,o.o 0 , A 0 0 �.o IO,o D uroE� ? V d.<q l'o 10.0 �•A o.o� S�Q�gT 3.5 Bop 0.5 moo.✓ (40►^ 1 o� T TO I08 q.o I0•0 9 o 10.0 Lod E�- Io. v l�• o.i�- sZQ.G.ET G.0 3ao 0 c,Tgf 6.•t ft-ow M Io6 To 112 - g•g Io. � Grp • c. �l �s• 5 , \ �F S' �c� StUDY NANE: - , Fsvc,4 P�-I S ?ocm / 00 YEAR STORM 1 -NDUR RAINFALL (inch)= .3S ; INTENSITY SLOPE = 0.& CALCULATED BY: - Tlz , A I® PAGE CHE Y: B Y: OF 2 CONCENTRATION POINT NUNBE:R SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES ) 0 a. 6 000- 00¢ GoJEQ . q 3.1 O."13 . to 0-20 11. g 9 o 7 Co- �.4 3.1 0.13 la o • I q — -- '� !l to . o 10 � $ �a ocv c aQ 'L• '�•� ( rip � !►J fzel C >�. ?0. FS r la•� g,� — a1s� Q ��ws 3 ME �� 7.1 40o I•o T AT M -ta LiAti II.S O,�I — - A3o 7.5 1o,o loo A g �,wct, /P�Ev 1 ti 3.9 Io.o o . Ib — — qoo I o %o.o (o $ g uMOE PJ � I.1 3 • � 0.1 S � .2 3.1 0. o s-r 2ES-r 3. S l o 0 b,!57 logo, To 108 o Iv.o q.o 10.0 1 � roof- 3.1 14L (0 .0 l� q 0, 7.0 300 0. STR�f.T �. o y✓ a oM Iv To 11L $.Z 10.0 0 D - 19 FIGURE D - 6 .V NAIL : SouTa��v�E- �bE�t,+l AWL 5 70fm 1 10 YEAR STORM 1 -H3UR RAINFALL (inch) = o. 0; INTENSITY SLOPE = 0 6 D CALC[AATID BY: �: ^ F► CHECKED BY: PAGE N[MBER 3 OF 'L CONCENTRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES vt►c FJ v�t� �. �' ? 0.log 6. 0.1 � 730 10.0 10.0 0 . 015 ST¢6ET 6.0 $ 0 0.1 FQ°M 112 TO I It (ej • 0 )0. 0 Lt7o 7,7 I ° Il g � � v 1,� 2•e o.10 � I Il.,� 0,08 S���_Ct b•5 ?50 0.1. S'C�f�ET �LO W EaoM 116 To 110 q,V Iq,Z 0.n $ S•CC'ffT L -g 250 0.(, 00 Access to offs�tt �S 1�.1Gf x(0,2 0. 90 ( v �uKu� (o..ai �s 1.acF h O (� vdoE.r vwz r—,JE I, �,L 0.68 3.4 10.0 o•(g 1 �o (/ •0 Io.o Q AT 9ilwitJ �, I o.7 �Fs vaogJ Pov� D. � a,(o .O.�Q, 0.1 • 10.o 3. 3 O. (� cl 70 120 vOV0 Qoo a c0\11 it 8'Z- 2.5 O.b$ 13 9 �I.O r7 . 1 Q t�� 10.0 �t a�N'� IS q•0c,f Q Q Q vaOE � Nov E q 7. 1 Z. 1, o.b$ 1.0 10 , O 'j. 5 OD .O 0.0 1 0.0 I duo p hA %4Mfl, v«r� �a,r1C v A -4 vvvct vo.d ; 1- 2.(o v• (0g +A 10. v 0,18 6 30 10.5 �ZIO vilS Ga�r- i I I ! D - 19 FIGURE D - 6 � STUDY NAME: SOvTM��O c,�r. - �EfGt �1 PEE M �ti O O YEAR STORM 1 -HOUR RAINFALL (inch) _ ( 315' INTENSITY SLOPE _ . ( o D CALCUIA BY: mss. CHECKED BY • PAGE NUMBER 4--OF 2 CONCENTRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SIAPE ft /ft SECTION V fps. PATH ft. T min. Tc min. HYDRAULICS AND NOTES vtAoEJ Poo¢ o 5.k 3.9 o.14- 730 1o.o 10.0 I • I d . D 9 STe4ET 6.5 ° 00 O.2 STG fi.o�✓ f4oM I�ti zo III 8•q lo.o 0 •� �45o 10.0 I� $ '��. v �,� 1•? 3.� o.'T �. p Id p 75D ST4fc£T t ►✓ �pN 10 - 30. S'(QFET 7 8 ?S o 0 , 5" Q loo oss AcuGbs O r o s�e� 15 30.geF 10. O" 0 — — Z4u 7. 10.0 soo AT IA'Wr«EVIFT £ Q�cKu� �o'Nt IS �.ScF� II g boo R co.icR 1 ' 3 19 14 S. 10.E _ �•� Q�OO AT a. 9Q4\ -► �s �.1 cFs 19.0 p\4 Q 900 3.3 Q %oo A-r rtovF. 162 �•lcEs 13.3 Q aloo A� �Q ►r� ( Zo 8 vdoE Qoae � 2 3.'1 0 .�� ��. S 11, o D.Iq gi Io .O Q,,, ►T la cEQ�+t9�oT1< Q�tKVP �•a� �5 14:1 !tl 1 10 . D ti oo D 119.19 Tw ►.% 1 Q\,.*VP 0.1 1 7 -� Iv.a ° ►P 8319 Io.S Q100 rT Vit-14 a' �s �7.t, c'�S Ile 3 8 07� �1.� Iv.S D - 19 FIGURE D - 6 on STUDY 14ANIL: So v r"' -gcTF- - 6F � c �t Avg STv"w' - V'Z." 1 (00 YEAR STORM 1 -HOUR RAINFALL (inch) = I ?7S INTENSITY SLOPE = p . b CALCULATED BY: CHECKED BY: PAGE NUMBER '7 OF Z CONC'ENT'RATION E-OINT NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL, SLOPE ft /ft SECTION V fps. PATH ft. T min. ZC min. HYDRAULICS AND NOTES �ZS $ 9-[164 Voo� co-M- Io.l. 3 •� o.1a- 3o,fo o .-L I — 10oo to to 3 0. o.•c �lptv�n� c�a�ac.` �•� 320 0 .7 /2q � oe02., �•Q 3 .8 0.14- Iq.� 19'� 6,0.0 foe vfw � a,co l5 Co .o c -S 770 O 131 c04 E2 �.2 �•q o.�4 Ih.o to IS.O o.�� !.$ G o 1.1. 13y $ `' IA•.Z ?.(� 0.1� 5�•8 Mw9 �s s�.� �Fs o.IS I000 IZ I � 7•4' 0,05 C�.. �•S Boo 5.3 � � . 3 EySV,.•� 110 .0 1 =s -.� ;V e.or' 11 �.0 70o a .0 t c= 1q.3 1316 6 urJDE� �Ja Sg.S 2, b o.(p[r (05.0 Iq.3 Q\.o Vog- 94 L is , (IZ. A q5 0,2t 10� D Ut�O @Y 1041 3.q o .1 0 1 owo tea. 94►„4 7 0 ,1'0 Ii So l � D g Poe COO, --1.1 3. q 0.1�f' 7!• 2 1 1:� Q�do �d2 �Lr�e1 13 IS D - 19 FIGURE D - 6 C AT 0A �F'pssp Na STUDY NA-E: So ✓TtIZ�O�� - Ij�f -t AJE S� o Q r+n 17d�•�t.1 � YEAR STORM 1 -11DUR RAINFALL (inch) = o,qo ; INPENSITY SLOPE = D.(oo CALCUTATED BY: FA CHECKED BY: P A CE NUMBER OF � CONCEWRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDRAULICS AND NOTES / 2$ vAvk.J v00Q co v>;e (0.10 2.(p o _b8 l$.1 0.� — ►000 l0 to t 8. 0 V o 4aivQ..L- C,,AA ,4 tM t- t, . y 3 2 0 0. ¢, 1101 6 „aoS-4 to. 42 cOJ EQ, &-q ? . S 6 %. 15 0.x- ct t c o s 't . L 0.17 cH4��a�a. q'g SAo (,q 132 �, v av� �w2 1 A.� �.�' o ?. Ar Q%o Eoa- Q2a��J Mw9 1s 3;2- c f s \3A• ?*of- 1 .1 4.35 0.x"1 4 .10 \ Z 1T -►ITS N.tv��� Boo G,3 1 �. 3 ESt/►�ri.EQ 070. �� +13 0. O y; �.I.tv¢..� �w..awE� CJ. 0 -1 0 () 1 .3 f. 136 g, vaRf Pool 6641 Sg.S I.10 v.�o 59,E X0.6 (o �•3 a folt Yfl -111 15 4 A.3 c.FS 0.21 138 6 v ays-1 cov 1 0. 7 0.4 . Is'o 10 4 foe Pf."a s ig.o c, s JAo � vN Po of— - 7•1 a•� o.�'b 13.b I alo fo4- 9¢p��l 13 13,E G D - 19 FIGURE D - 6 C.�ccr -1 'bASr� �ItJUY 11i1h1E: S OvT�a���E ' BFE� -� Pv� STod►^A 0�,.��,1 YEAR STORM 1 -MUR RAINFALL (inch) = 0•q0 INTENSITY SLOPE _ 0. & 0 CALCULATED BY: � p � CHECKED BY: PACE NUMBER OF a i CONCENTRATION E0I2JT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES vaoc� Q • o �.la o. bg 7. I o. ?�- ]Po I o I o I s Qs,a �Fs O. l o00 ( 0 a9E� cov 3.1 ? le a .�8 5 1 0 S. S n .22 a�� -� c••I a aa�.` A•� Z ° o I. o A 3 ,, �� 7. q 1.5 0. b$ l 0. o � 5 c- /A� letdtf-+ Q 9 vt1oEJ OJfd A (•�^f 2.` Grlb���L �.0 I kA- 11 11 i 9 .3 0-1 6 5.�- II' 1 Q Fob. 024 � 1 J c 90 l000 1v5 S 1h5'r•. B v toga 2.2 �. S o.bg 5. A- lo.� 5• 0.11 IAS �' � 13.A a .a o•V� I Q , S 1 3 . S a , �� S oo 10 Q \o = ? 9 S Al vv► c�J l.cb ? O.bb ?• I o D - 19 FIGURE D - 6 ® r rn Ins m "im SIUDY NAhE: S OV�t�e \Q - �tL�G� Avg ST OQ: M Q2p��.� � /d YEAR STORM 1 -HOUR RAINFALL (inch) = I ' 3 S. INTENSITY SLOPE = d . L O CALCULATED BY: CHECKED BY: PAGE NUMBER gj OF a I CONCENTRATION POJ34T NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDRAULICS AND NOTES I a Z A V,►9f4 1 001 X1,0 3.9 o,1 A- 0_It Poo to to II•� 0.12 G'Na aa�..,.. A.5 �S o o.q PAZ � ? �.1 0.13 �0.8 to.q t 70.3 C F s 0. Z3 1400 10 �ao�, �o° 3. I 3.q o.�A q. 0 i v q , O O. T 7 - 111 V (Z+ L c 5 5 Z S o C \' S.q 3 •� 0.�3 (6-0 to•q � - t 0 IS Z�i•� cFS 0. Z'L lOoo 10 Ih�r 6 vOVEJ cvti 1 4 3 0.1 A•( /O 4 . 1 0. Z z �1etv�e�. c %4 tir1'E A AL-0 ��� �� .I 3.� 3. p.13 g.q 11•q 13 'a Q too 101 t s 13.0 CF S p.�p 1000 10.5 I a S vav�f sic � 0.��r q.0 q. 0 C 1 4 , '� 13.E 34 p ,7 3 33, 13.0 A�.3 cFS � • � � �j0a I O \A1 $ v�9�J �o�E� 1 • b 3•q 0. ?4 a.� i o a q.b c� D - 19 FIGURE D - 6 - JUDY IWIE: S0✓ ttl4A06(E —Fcc AXIS S"�c�4rr• �Q• -�t-� 0 YEAR STORM 1 -HOUR RAINFALL (inch)= ; INTENSITY SLOPE = O• & O cALC.'[JI,F►TID BY: CHECKED BY: PACE NUMBER q OF 2 CONCENTRATION ItiINT' NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. 'Ic min. HYDRAULICS AND NOTES c oNv o. o 1000 12 �Z r loo I � o `' � ��. k � .� � o -11 X3.5 I q •� 35.3 - `QIo Faon� �A¢ctc 0.07 BOO 1 O .156 vv G.of1'0 S.9 2.(o 0,14 I� ( I O 0.0 ISM 6 0 0 4 9 7. q 9.4 0.1 � ��. o �• 1 7 .0 y O •0 ' S4 , R ST44 �'f QQ O 5 00 ? A.4 2.2 olg �T,L 13.7 0.0 5 1000 1&0 g con 5.(a S p.�q (1.1 10.5 9 .3 0.7q 5.g 0.0 (ISo 11.0 ISG g Il.o D - 19 FIGURE D - 6 M M (W M M ® r-n c 4r!, I ' ; , ,& V -11 Oft 1 4 ® I♦ IWI :�TL1UY I'F�h1E:: 5 ovlN4\Ocrr - - Besc.N N•1G �04-^^ 92"►�ti I YEAR STORM 1 -HJU . RAINFALL (inch) = I ' i 1 ; INPENSITY SLOPE = d • &o CALCULATED BY: CHECKED BY: PAGE NUMBER n OF ,? I - 014CENI'RATION li, W NUMBER SOIL TYPE DEiI. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SIAPE ft /ft SECTION V fps. PATH ft. T min. Tc min. HYDRAULICS AND NOTES 14c( -?, coa to .Z 3.5 , B I1.1• Ioao I S- I Z J1.( v.Q -t Sv Q M/ f IC- T q•o 17o0 7.1 Iq.l 5 1 a,o. Faor� �pQVf�. C.vy Q00 to t,5 coa9 5 3 . 81 0. 03 1 000 1 1�9 6 coa9 - 3.� ,gl 93.o ?3 0 0. o? s�a�ET 5 0o I. q 13.q- 3a. g ►oov Io.�� Iv•S 1�.Z o.o� �•� �Sp I. `I 3.5 1 ,2-4 O.oQ 1\S6 11,0 coa9 5.� 3.� ,gl 16.a (..D D -19 FIGURE 0-6 ASL Consulting Engineers SHEET NO. Z OF 'Z ' ENGINEER C � E � ,v `' \`/ V�.� DATE _ — L v D X 08 NO. DO ` By SUBJECT oG V ( LL�� E - V (L L(. 4F_ DRl VG CHECKED BY OFFICE S � � TELEPHONE r� -7c z ^ 30 3,9 0 C N 1 1 c(s , 60m C-F Q too = t ar I C,F 5 ,I ,I �F x--1.1 C.ZP E D t T 1©ty aczl.A CI c i SCE r2- I I Z G 4 - C A � Gt*l 7- 72 I S S= t(� L = l C) In = O, t t O = 0 = O,S G10 A m- rn ,. CALCULATED BY: T 4;* CHECKED BY PACE NUMBER 1 \ OF _- SOIL TYPE ( GAT c -A F. s %n4 j7 G 5. C 71UL)Y I s o vTl4 y 4�c - AJ E S'ToQ M p'r i* A YEAR STORM 1 -HOUR RAINFALL (inch)_ INTENSITY SLOPE = p . CALCULATED BY: T 4;* CHECKED BY PACE NUMBER 1 \ OF CuIJCENfRATION F NUMBER SOIL TYPE DEVV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDRAULICS AND NOTES ,?.(o o.�q 1 b . a- 0,0(,4 (000 10 1 0 I L 0 0 2 ;o R W sT����- 3 9 880 3 i 0 , 1119- ) ..2- 0.1 3a.� 13.8 �q .1 I o0o I� �b 5 1 ccav 1 1 b oo << 1�1 � cor�9 g.i �•S o.1� Ib.o t1 I �•� 0.03( 4•S � So 3.S o.lg 4A.9 1 4.5 Wo q O.oi� IOvo I � A.o o.a 3 I o00 13 A00 v 3. S.a o.ov I.8 700 (v•S Ins a ,�o o ,,r, 3.1 �•8 � .�( a o ��•s D - 19 FIGURE D - 6 ^ -IUUY JWIE: SovrRq-lOG,E - FFtc-A kie STov f%^ V0sw%a (0� YEAR STORM 1 -WUR RAINFALL (inch) = 1•3S INTENSITY SLOPE CALCULATED BY: L =Psa CHECKED BY: PAGE NUMBER 11,0F C-ONCENT'RATION PORJT NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SDCTION V fps. PATH ft. T min. ZC min. HYDRAULICS AND NO'T'ES I G� r coN9 7 .9 3. ' 81 �S, 0.of0 f0vo fo I o < R( _ )43 1q•Z 3.d .61 S ?� X3.3 O.00� Lvov I IBS co0 3.0 0.021 '300 1 Ib� 4 ce 09 '� ?.1 , 8 I 2A .3 I I 9A.3 50' a1w lo g O,p 15 love l3 ►S,A- 3 1 o ,,,.� ?8 boo a.t, 1 7t7 `' 1}.0 3.1 g0 `1q � 5.3 0.01 IOo p \"3 4006 3.q .11 8. 3 ` �q oZ 2. o 7o0 S g lo EXcwosS sw.�.£ F 4ry =MN 4 o "fn I .g D - 19 FIGURE D - 6 0 r c c e c c c c t E E E 1 1 f cg;T G4 �K 1ts YF S t (�� SHEET NO. � ` JOB NO. I AO L? BY ASL Consulting Engineers SIGNATURE DATE SUBJECT SA VTKf - %?C& 5-rin .ro+ bcb Irt OFFICE DEPT. C N %L- CvtJ i} ►T h�oOE ('SZ_ �ST� E6. T � �� pz ►t� = fo,o Mta Q100 -ST - f21 cFS J 2 f3 IF � Sr o.08 L.. 300 T= o.(o rAttl T = 10 .14 n+%IJ Foe. 'A f.,LT o f YA�.�s� l32 _ � =X3.1 452= rZ C, f: s lEI•-4%14C�. 6Z I 11.� _ ;.Z Za�N� X 1o.1, 7.6 ?.C6 - - FsG - Z^ST (.« of: f 1mov-\. \31 - t = (Z . 4 r►�rl 4 I4 5t rfmfT - ( ED 0 %0 0 t Zti G S 1 ; O O •I ` � �00 Y = g FrtS Z : o. $ ^%tk T �.�,., 11.�C� �ooF ► S 3 . 5 `� �N� Z 1 � .S = 3.z �� f �►� Q= ?� 4 7.t ( A) = 30 cEs 3.S Tc Q �n v E ` k D ro S--0.0,1 30 cFS IAS +o.6c 15.'5 10 4 3 .o r �, = 3 cf S 3 • '1 _ lk: 3.1 r� SHEET No. qt k IF , JOB NO. "' O O BY ASL Consulting Engineers SIGNATURE C _ r DATE P SUBJECT Pywr- t% yrrf_ OFFICE DEPT. PIP£. c o�1Ft,.v { N10E1 - %A4" TI NtE Tc �opr, v : h co t ��T1uo E (76= ►01 + 0.6 s 11. mi" l2U T%rb';L V' Eo 3.1 t CID. J - 76 7 { o .A. = V.q m�a ( C 4 D� 7.1 Q �rr9 1'lB If.q 'rFnvc6 Ttnif .4 Zoo' -r 0.1 N►\a =�01 ;.I �rl�Ka- tz. S o w- i SNEET No. of R roe No. 1 A 0 0 er ASL Consulting Engineers SIGNATURE DATE �J SUBJECT C P PSe►p �j OFFICE G'aA _ •jYp ¢� l- (RV DEPT. �'�p�t£� Tire. �8 -�• 1D V= me f fs g So' - T_ 0. 3 4-, 0 Q GE) .. T� = 12.5 t o.3 - IZ• rk�� Faor- 119p� lZ o _T ifs . =-zo ' T= 0.4 t c = 1(.0 + 0 .4 = 11 • Ar M - 3.(0 * I = 4 i Q: 98 + 3 = z3 iZ0 cFS r t� � aao� ,� - 13.at Fww Ftwr ?DQcfr-.L lot - t o 40M L449 �b S T c� (3. 4 M +�J ,, n( C - � ftvv-A M c 0 4Fz;c.T ►aO GNf�. IG Tc. f=or, rcre F6pw IoM 0102 I18 : T o^-AF - T I mF- �18 —. I �t %. c ;00 � = t FS 4 c I v_ 1o.c. FPS SWEET 00. 1 OF JOB w0.- BY ASL Consulting Engineers SIGNATURE DATE Q SUBJECT 0 VTyAll Tv Ott" p not t*1 OFFICE C O 0-4 ; DEPT G t•J t L f e014fs AC*-S. = to. s S 3.g tQ1N2. = t ;_q s ;.L IN'Nr- Q = (t + ? -E 1•? ( IQ) = (y9 c.F S 3.g Tcovet. Tt St Q = 159 c t= S T = 3 Mtts f� @ tSd. fbt o��t_«.ta9 F�ow G�onR 4Ascf� I1Z = IZ.4 M,a Q= is t _ (1-1)= 1 aFs � s 4001 Q= ITS cfS F O C r-1 fift =gas 4.t to (w- SHEET NO. OF I JOB NO. •Q BY ASL Consulting Engineers SIGNATURE J P DAT Q SUBJECT S e uc�t�2�VGE TotL/++ Ot��. It is OFFICE DEPT.- OJff- atAv Ft.ow Its MW 0 fkWettr"11 • Q Or-ML 1 33 Zto : 3.4 ralK� N�vE I1, S = ( 3. q 3.Z I ]a (Nf- 1 T�•v¢t_ Tlr.� t t►S -t BEE�� = t_ = t7o o s' = o . 0 3 �1 =4F�s �S WA. ��) w 1.OGo�. 04G.t=t,.lo,1 M��af? T� S IQ•S M11�I ' y G @OPE (t1 13.8 Map { C C7 �L4C� ��I s iA•S s C,� C Q 4c, It t3.8 = Ib _ t3.f = 3.2 t .4- 14 1 _ � It tt.g { 15 1 8 = 50. ( cF S C Z . t J T JAS= 3.1 110.g �_� t.�[ I,t: %.S t 1k f Ns "Lc, sf Vs.t l c � _ '�1 mw fic, rA 0 ( -o Pk c c MR c c IL 0 i r SHEET NO. OF --2"�_ , DB NO. taoo BY ASL Consulting Engineers SIGNATURE �p DAT sueJECT SovtK�� (G S-codot. OFFIC PASe�E.t�. N '(VQot�oc R �[ DEPT. P�QE �# of V.yEocE r' L = = oo l T� �` �l oo c� ISS = tt.ir t G.3 = EI•� r��e► rgG QA , &C f6t. 131, II•� Mul .'. go Co,►fa fvir1cC rR.p'TvS1. r.gj 2b 3 1 40 o Q = rrs cfs .4 -�= i.R M%a �� 6( t�o �G3 I ti .q �• Feom Qe.ZceL I'Gt. = to.S M�a to.s Q t =o.5 � GZ + to.5 t� 111.8 GFs l 3.1 its.8 c� s vs£ 1\9 IFS a6 v c 7� �I n L 0 SHEET NO. OF JOB NO. O BY ASL Consulting Engineers SIGNATURE C fr� C DATE SUBJECT OFFIC ?wcft vrA. -t W . t�� Gpy DEPT. CO 04 %L. GO�J�Vvf- 1 mill ( D I(v �s 113�pS �(• t�.9i -r_ tc� ItrS = IR• t o. s tq.S Mitj t•c. As " Q = ILO -1= c 2• S ff5 , = I. f— � = ( 0. 9 Mca 't�.••►!�: TAM@ t At --• 1� t . k 1.\ I L M%.J �C Q �0 = to. o tc� ��I , 1 4 O.j : Io•S r��l t a t c C 17 c2=' 73 c.Fs L s 'ion ,(L 3 n 4 = z; cF L = 100 s za r 7.A Ees 'T= Q =-3o cfS %I .r Soo' = LA cJ fit= -1J4 W- T: o, q 2' � � � SNEET NO. OF 'Q JOB NO. O 0 BY ASL Consulting Engineers SIGNATURE C — DAT l l SUBJECT OVTt1 Q�9Ls�C.. S TeGM pGAlt� Q OFFICE— `VOQC�'dG� DEPT. Gov 1` P�Q� Co.tf�l. coe�F��cac Gd Qc7 6A f 'At. tot w►Iw( 3.g 38 T'FP�1Et. Ttw�E, `P -�►r, l73 Q = M C fs L = goo' j(, ( Ff S �= o .S r +,. \ tj � Coy►f I,uta.lcf_ �Q C i 121 �4 I Z.� CIZo) I tS .L crS Q t:it.$ 70.E Z IZ.!' cF otE��«.tJp Te 4r8 J _ 1.4 . FQ s T- 0.10 Z TA SHEET NO. OF 1 JOB NO. I 00 BY ASL Consulting Engineers SIGNATURE 1 • DATE SUBJECT 5 • •Noxt, . `7T0eer\ 177 ¢ft• OFFICE P�s.Q04. Ey�2C6E1 DEPT kJ1 CO tiCik CC. 103 FRorl d f hire_ 9 -" t 8 M1 c2= 1'Q G p $ otthlt (60 , l . I q• i wt%n( Q= 3Q GF 4 a 3q + (T �� =. S4. c p 7 IA J V 0 U �IJ «. I I I I I I I I I I I I I I ...I fiGi." SHE" NO. ( C, h , JOB N0. o o BY p ASL Consulting Engineers SIGNATURE �~ !_ �DDA,T �-,�- 7 SUBJECT ST�¢r'� ^" t OFFICE Fa, S41- V% b \ S L�1.�.A •� c=*. . Sr DEPT.- \`« o, oo A8 I� �Z q 7 Qr c L I i 1 ---- - - - -A� - *3 PZ �t (;} n vs n A v�• P• , e 0.47 x. 15 10,67 0. WO 0. All , 01A 0.100 �,Zo 2h.� o. ZAo 0. A3 19 o.ss A•°l8 23.35 0. ?�3 o.3S 4 31 1 a- o.io 10 o �s 3. oo �b •�o v, l�9 o.3Z � t 8 ' 8 0. 10 1.11 x.51 v. ff1 o.ts Olio 1.41 O.Og3 0.10 3 0.x'1 G. Z"j ar: 0 o. obt o.15 1 d o, oo A8 I� �Z q 7 Qr c L I i 1 t, S CY HEET NO. OF JOB N0. % O BY r ASL Consulting Engineers SIGNATURE �^ DAT E10-1q -9 I l n SUBJECT S o wr t.1t�tDG� 570 Ot2.►�hj OFFICE - `F SM Q� whi Lr¢ ♦..LA1►�e O (J S A G 1 DEPT. T a � L ••T t o � o F W!±TLIZ - - -�f pT�( -�- -r- Q E s ys t.t S' t �..�. n I c� A vJ• P. I o. q 3 17. b 4 43, `? 0.4°39 °• s�(e4 0.0 l 4 113 0. ( J.9 0.$ 1 3.6`1 If,o o. 357f� 0,5038 0.014 8 o 0 J I r J L SHEET N0. OF JOB NO. Q O BY ASL Consulting Engineers SIGNATURE A / OA_Tr 7 k�'�� �1rf SUBJECT S O VZ �✓ ^ E 7TO�iM �c I, , y OFFICE 1 eaG A � "C -{a•�. a I(V - DEPT - C.1�(� C f1T �'ASt 7-k--40's Df-S(Gt4 o f �e�� P�E�1) Gs ST Sty 2 + (o (o. AZ Vest( TN£ CiImcA $ASt a14 To WAT1.4cstt A' 'TOITML- 'O f- 40 cFs of Tkkv- Q100 ;^S%4 9Spt-A Of �t� tw TKS� 4�re.T = O GS S = 0 . e34 V C-1- cA facrc%j G14 dtt'r v — %0 G. �Qp►h ce 'A'lfc r04- Tcet CHWLT 9 vS£ ?4'� co.ir1. �14FS FR OM v - oEiTvA V96 Y =4. Sr STA �1 + 40 9ss(cco fo Q unTr� �A�t��rrLL o�►1 Q,w ° etLY 9co- 1%4 AC(.A IS 0 C C r GAtc" %Mb Vt.s , s as 'W 0 cT$4 S\ot - a 4Ly JO q4 : r vsf� 3 ctcS -- Petz - CaQv�e�.o, -1 nE�c�l ,�f w�T4�C o.?S Sc o. odto3 �aitR (�c�.��>Jf� ft 1��►e.Fc9 t1rt�.vt,t� Q�S14� Mw�1w1. SM6G�'S � - IoA aa'v p - Iv$ 'f�c f* 4 v%f-f-0 W= 10 t FQoM \1- 9tfTA c+kAr-T t cf p y - gcgT4 = 3.0 0 V. 4. 1 P¢d-4%v1�-o 1( L I .1 C 0 7 0 u H SHEET NO. 4 OF T JOB NO. (k ,00 BY ASL Consulting Engineers SIGNATURE SUBJECT scclr STo2/� �•+ OFFICE \ (�S�t7F �.4i S «.C� y C � DEPT. C,N G► a * G '.C, tJ �G S1C�N3 orlLY -r� y S G�..t-� •�► s . w t� t tit �Q E (�? Qt o "FE :� ►� - t N (vtwv acso rCf. J�!6.s t %� . V�-, p M C►.rc," 75 v SS C;t4 S vv � ` k (0 c 5. w i o tj TRH — S o 9 ex-_c t4 . r \ p � a o r W�.TF._cL = a.5v '; P Poe S► cT%4 GriaCTr V - kv � 0 p► , �� st. � 1l4 � 4-o' f9oJtvf -?- o < 4 E.ct1 V Vs E S tp� S c f �3 GEc.%j Tit J p Tu S Ta2M T k0 M%� A= 10 TO X 9 4 = 1. AcrtEi 2 P£� T�- g tt�AT tot.1 t v4�Te+ aF \r� �' F.� = 0 3 5 ► S = o. oo k 8 pE� Qf-st( cN,►(LS 'P-1 tt.a #/- Vf f'v0 % ?•a I A.o , �¢o 7 SWAT JOB NO. BY ASL Consulting Engineers SIGNATURE c DAT L-1°f--q Q SUBJECT 5 OVT N��'P4E J To fi ��Lo �w� OFFICE MSA 1 9FFG�I A.►� nr ��� DEPT. G t%l tL COWTc.h� EAS 11J �G. S ( C S T S TA (o k t G v -- SO +J� bI S t vE. o *l l- I FI- FOIL Q FLow fro v P�T (T%.%tA f�¢ 5 Q - � ? c f I P rc d "TA �'t�ATt J 4 S taG.,v I ' D = 0, & - 7 S = O . 0 O L. / ,t V SfC W 'r - ro�` r se v �rk _ a.�' vsq, s S T Z;T �,k nE Stc t fo¢- Qt F % o n ,, 1 (L z (w O V 6Y SSE T to r►1t� A = tooa 7G 9�L � _ 2.b �NINCL v Q�Q Ti►�V i.+l►T t o � 5� ��,. p >c O. 3 5 w : 7 l [l 11 I T S Tab b 3* 3 6 — OESt4e1 Soq -A 5%94. oa�.Y •aw F�co,..� (�u o f t44 0.0014 SHEET 00.10oF JOB NO. 1 a 0 0 BY ASL Consulting Engineers SIGNATURE SUBJECT ! 7nu'f1�'i -�9G� STadM �2b�IS OFFIC �pS.o6�Jia iS• G E LLAaSOyS cAI..L DEPT ►V �� C.tc ri �..S,t� ','C 1QctE Qp•q STA 7 6t qty 1� i_ �i F � L Ft,ows �ttor� PoI�►TS� Aa � t oTar, 'alts CA'rc %-514 o-A IT. c f TiiE_ C pT(LSCT io ► fEC ATt•eAow 5 T"ex F{.OW! G+kacr 1 1fV1a oe A PrrTPGr1IL0 C WrOA 4&jm t.%TY SHEET — (4 I. ' AID t7 = 0. &1 vs►£ V� = Z$' T fit 0 cv1b D -FI , V-Sd J -9gTA = 3,'1 � PtZD�fIDE =A.0 QA C,l rc.*A AT fC1,C gopJ 5•r„ ?A + *3 'trot 0 FU P" 1 (e, C.O.W. 1 c C.S �= 1 000 A I L = 39ovo Ft'' = 0.7 Ac Q= (0,qv)(v,7) (0 . = 1.7 G FS Off. pr'TP &4 1. ;Tvmv - FL f N e e4nt'r 1 p c#Tq ' 0, ► )� OM PSToG11E� GAT Co40.c%Tj W--\ If foo^ Trsa'D J -osf = Q,o m4— C«R ��� p lee e�s': �o�. sT•• A 4 Qo 9EStG,.� t'eG c2 fi 'IL a.o.w. fQaM 5 34-* 37 P= Ilo o 3Z =35. R io G= o.qo Q= (0.90 ( ?,��(o.�� = 1.1 C = 1 1 ►a jtA PEA PTTw•c 5IMST flAW CA"ILT " Mt- 46Q T4� = O • fc0 '5►Snt cO.t 0 ID feoM c��cc Q -31 , ¢tea a J - o�pTMt = ?•q� (�Ro o = ko 0 t�G. SHEET NO.�OF Joe mo. Lo9Y .J ' ASL Consulting Engineers SIGNATURE OAT SUBJECT So ST'a 206114 OFFICE I 5 DEPT y,. 1►Vi l� p.S 1 S pT A «-rc s S f -c&p !a^ A ij Z 4 �7ES14.,! �a� Gtln feor^ ��L fq�OM P% s 400 ,c 3 = 110oo t=� = a.3 IN C. , fft #tw..atteo 5 �ctvT f .ovv GN�tK WATC4, P V TO = o . � � M a^TI- 1 �4-ste! ts, fPG%T� Sti��t Q -I c I y,. t t t t E G 1 1 1 f 1 ASL Consulting Engineers SHEET NO. _LL_ _ C 5 ENGINEER v-eiAA - %r.& L.1 DATE 2 _ y -7 JOB NO. ABY t-- SUBJECT �U� R��GE V I CiL/S CHECKED BY U�ZLt -4 2�� N Q. OFFICE c TELEPHONE a, G GS6 A. 3 x 2 95 0TH H 7 C C 6 7 1 1 1 SHEET t10. of Jos No. +/ co • a sY ASL Consulting Engineers SIGMATURE �� ° r' j DAT E.TL¢� , SUBJECT S c OFFICE DEPT / / ./ / / ee STp 1 0 t Ao o( Ncef!7 - 4a►9 �w w; ( "M T'onscs log Aviv 108 0,1 TKE Al gfALek l "f f "w turo Tests w i-vr i A— � 14e y 'POO ���� rte" '41 Af� �s"7 41 7, d 91 6 G L L C 4 c c c E 6 t DESIGN OF SPUN CONCRETE 20 CONNECTOR PIPES FLOWING FULL 3.5 H 4.0 0.5 0.6 Q 3 0.7 Q A 2gH 40 0.8 \� 4 0.9 1 2 + 0.021 L 7.0 60 D12 70 5 1.0 10.0 90 \ 100 6 mommo 7 8 1.5 \ 9 \ 10 2.0 \ ommommom 15 2.5 EXAMPLE \ 3.0 H =1.0, 0 =20, L =125 20 USE D=27" \_ 3.5 4.0 30 \ 5.0 35 \ 40 mmmmmmm \� 6.0 50 7.0 60 8.0 70 9.0 80 10.0 90 100 Cat c 8asi water surface grade line arm Drain LENGTH 0 25 50 75 100 12'- 150 1 -: MEMO MENNEN mmmmmmm Emommon mommo moommomm ommommom ON mommomom MEN mommmmmo OEM mmommo mop'A ON P-1 PAA pipmmm d p I � N p p P, 0-.. a p 1m m MEN mommoomm 0 25 50 75 100 125 150 175 20 D -30 to 10 • 1 • 3 a I 0.s 0 I., .6 .5 2 •0 so to 10 0 3 0 —i W 2 0.4 2 3 4 a • • 10 Is 20 to 30 •0 so so so Poo ISO too SOO •00 WO WO •W• WOO DISCHARGE - C.FS. (TOTAL FLOW IN STREET) TYPICAL SECTION 3 • s 9 a I* Is to to " •0 so so so Mo ISO too 300 •00 000 600 •00 1000 •0 so CVAH ampm rd ml On u p Mr. �,�r�� �!Atp ® E r I ®� �� NMI ir lily ����� � ,� ISO too 300 •00 000 600 •00 1000 •0 so 4 tnl. Cac, c .l F_ HYDRAULIC GRADE LINE Sht -of So�7kk1Z CALCULATION SHEET �p PROJECT = CALCULATED BY I.INE A�� p�QeQo�. *Conduit unseats when D is less than d DATE STA. J ELEV INV. U s ELEV. H.61 SEC- TION d A 1 100(, 0 V v 2g K Sf Av. S L h hb _ h., ht ELEV. E.G.L. ,° x _ l +oo ( 5AAx q�A (00 (6. 4.A• IO p,OAa � A 1 p.0 9g3 I Ip� I.5 • It Z }bto 156 qbo tt.k .V IA! bo. 0,01 2g ,S I 1 tq4 95A.1 Atj 1 �� ?$•3 fifoo 23.3 8.+ Al 3 L o.oi ° 16 3 .1 o.otA3 (, . 2 • 2 14(0 5 •8 qbA Z ZQ. 3 Gb o Z3.� 5,4 a z 3G o.v A3 IoS� 0.0 :1.3 330 $.Z . -L 401 gb9. 11 �L' t C I�• b• I A't (, 0.011!1 g1q.l o.0M ?bo k Z . S p+ 0 (16.5 $ 3�.2 �i62 IV. Q.!> SZ4A, 0 . 0 115 0.0 oq 11 1 R 11 !" 33.,2 662 Ib. q,4 S S A4- o.olls o.oll Is- 0. 1 ,y •S ¢1 +7 ggl.1 `�q$ 72'� Z •3 0(35 IS.A 3.l QZ3(. o.ol qqA 0'010`' No �o,V • 2 �1 �$ 001. too 72' Zg.3 X435 15,4 3,'1 A-t3 0.010 looy.b 0.010 °• I � �� S 31�ry3 1003.5 )3. 340 I4•3 3.Z 3� 0,0103 100 0.0103 73 0. 31 {f, le 00 ,k 3 Iv , Z3. 3Ao (0(.3 3. z. 3 35 D 0 o0 0 32� 1 l oo l AV 9.6 7 8. ti I 1 100(0 o.o 00 0 3�•t3o loo AZ, °), l o0( looq.y 0406 - 3 , A* 00 II, 011 Ate .6 14 .L 1, ( 1 09 LO.Oob ID 17.5 d 7.$ 1 A3 A Al0 I01k :3 IOU �2� 9. (0 1 L I ( 100(0 0.006 101 .A 6.0011 . I • .3 Al �r 5 Io �S. 10 1 G 3o'� A. q A 0 V. t 1.1 A 10 o.00 S 016 ,1 "ORS A0 dr Q3 tq I /(S. 101(.y 30' 4. A0 g.1. I. I +to 0 vo4 16, o•ocA3 I o.0(' AA1 ' 101b.s 1011 30'' A.q o il SS o.5' Colo o.00A� 1014A W 1 � oN P�cG -Ss � (p 6. Vs-(Icft- Z- D' HY GRADE LINE CALCULATI • • DA mm Imam -1 "O il m Eno on momme MMENNINE ME== Commommommom IME NNINNENINNINNION ANN mmmmmm_ ANEENNIINNINNINNINNINEEN ANN MENNEINNINNINE ANN INE ENINNINNINEENION ANN ANN .CO C. ANN . ............. E..ME .........: " ....INEE.....INE : ::C ANN mmmmmimmmommm MENINNINEENINNINNEE r HYDRAULIC GRADE LINE Sht �.of Sag7Na�a E CALCULATION SHEET PROJECT � ^ CALCULATED BY Fp LINE cic049 * Conduit unseals when D Is less than d DATE - 7 STA. ELEV. INV. * J ELEV H.G.L S T N d A Q V v 2g K Sf Av. S l hf h b h j ht ELEV. E.G.L. �fSS 5�vf A n ?1 81 Iool.q 1001 0 otS 13 . 'I, •S •5 I V A 'Zo looA.3 too At" 1 1.E ILI 11.E 9.5 look 0.015 I '15 14 9.1 S 006 5 t0 A Z' . (. M t l.(o 1, S too(, o.al5 loo 11t1t,- loo W 7A (14 q,o 1.3 UVI p-ool tooq. a.oagL X .4 1S-t AS o11.t, p 3V 1, I (o A q.0 1.3 W o.00 t lott.q o. oD4ti 32� 3.0 1%,10 01 .1, to ?A- 161 - 7. ! (o A 9.0 1.1 6 tol o.oegt + 4 )01 5 lQt4 30 4.9 4 11 1 11 QI 0.Qjk IPIV'L 10043 1 Vp q 1001. 2 +13 looq.3 loo$ Sq 1 5A 9b $ IG -q 4.4- .�' 19b o•ol D .a1 ► 3 'L _ 0.019 IS 9.4 1 +4V look. IvtZ SA ?6 Ib.q •4 la6l 0,01 loll, 1\l loot• Iotti �4' IS. 21A- I 3. S 0.8 19101 0,o ti 0 11 Z ,5 to 11.3 o.olti �6 ,(o X64 4 Io1S,l 10 1 5jv I g -1 1�.5 9. �gf, 0,011 loll 4 55' lolb o I �L ale Iz l It.t. 2, 5 o.o►k ° 1 ,2 1011. o .o►br 75S I G.(, 34+ 10 lon7 - ml Az' 9,6 1 11 (t.t. I S 100(, 0 o1k I01q.1 W I — q�f MP __j SHEET NO. OF JOB NO. � BY ASL Consulting Engineers SIGNATURE C �'A C DATE SUBJECT S G tIT�J�Q \O4 GLM Yy�tv,� OFFICE DEPT C, I. -vic,T 4 8 , m-r wc*- Size -ft K. Aa v �¢I ti5\T sT�L UGTVQ�: (Q6 "ac L Z Z TO z L = ( ; 1,a ( S = O . OZ e S� 5ZJ4d d L = G v JL - Zo.s Fps N07E: tilonho /C co VS,- shoo /d h OVC grv7 C$ O� L h V O J O L o� 0 V � L d? I ? 2 Z sp di t Zg : d? and so L - scL - d - d, /. / V2 Vi1 t hrn..... f h�nc�on� z , ( t 2 9 2 9 YZ _ Vi 2gJ�hm L= 50_Sf where EXAMPLE PROBLEM Q = 400 cfs d . d 4 "= 7' A,= 3B49 sq. Ycf V, = /O.4 FPs V/7 s /4919/ 2g So z. 00474 S =- 00395 s = slope of conduit s - friction slope of larger conduit d - diameter or depth of larger conduit v - velocity in larger conduit flowing full d - diameter or depth of smaller conduit V - velocity in smaller conduct flowing full h - other losses occuring between the transition and the grade break such as bend and confluence losses 0 1 2 = 7B "= 6.5' ,4 = 33. /6 sQ. ff VZ s 120Y,os z z 2.24' L- 6.5-7.Ot/./(2.24-/.6'B) - /�. .0047.4-.00395 LOCATION OF TRANSITION LARGE TO SMALL CONDUIT 8 -20 -- S d? I ? 2 Z sp di t Zg : d? and so L - scL - d - d, /. / V2 Vi1 t hrn..... f h�nc�on� z , ( t 2 9 2 9 YZ _ Vi 2gJ�hm L= 50_Sf where EXAMPLE PROBLEM Q = 400 cfs d . d 4 "= 7' A,= 3B49 sq. Ycf V, = /O.4 FPs V/7 s /4919/ 2g So z. 00474 S =- 00395 s = slope of conduit s - friction slope of larger conduit d - diameter or depth of larger conduit v - velocity in larger conduit flowing full d - diameter or depth of smaller conduit V - velocity in smaller conduct flowing full h - other losses occuring between the transition and the grade break such as bend and confluence losses 0 1 2 = 7B "= 6.5' ,4 = 33. /6 sQ. ff VZ s 120Y,os z z 2.24' L- 6.5-7.Ot/./(2.24-/.6'B) - /�. .0047.4-.00395 LOCATION OF TRANSITION LARGE TO SMALL CONDUIT 8 -20 ASL Consulting Engineers SHEET NO. 3 OF ENGINEER M,c� R LE \ � DATE G J ��� JOB NO. 4 BY SUBJECT \ ` T ��� V- wi/1 -` / CHECKED BY 13 � =c.� -� OFFICE ` TELEPHONE Z 6 �aG� = �? c, ; -- Q \oo $,O Gk, — 2,36 St= GohG, 02 <Zt 7 P<O O cl 1 Q too = 2 3 CAS d. = 2 ( 0S� 11 '1' t2- l 5 �Q. Z QOOjG v L� G \ �' � , \V , tA 149 C-1 x 2 q x � - r �)S�- ' 12 g4gE GMP RI sEZ t i 11 M a �- t > 1'c—: Uy o¢ o t- o (,\/ S'T-v o v, \-�Q� -?D 7,lf mArem, ��mmm Mmw,. W.mm� W�o 0 n _ l4 Fir, IPC n - 9 CALMATED BY : C. Af `,,::;/- r/7P1L �7 CHECKED BY: _/O YEAR STORM 1 -HOUR RAINFALL (inch) = INTENSITY SLOPE _ . KO PACE NL]MBER / OF '-IiCETTRATION SOIL DEV. AREA I C Q Q SLOPE SECTION V PATH T ZC HYDRAULICS :DRiT NLI -LEER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. AND MOTES 6S 3/7A 7,q 21 6s' , 8 .O/ -?D 7,lf mArem, ��mmm Mmw,. W.mm� W�o 0 n _ l4 Fir, IPC n - 9 6S , 0 2- Z_ B Z - o n - I4 MEMl Flri 1pr n . r i TUDY NAME: �" f /r'yj P� /,�( / /bS L //� CALCUTATED 6 /L /s7 BY: � -M` �i:�/�Ffs CHECKED BY: YEAR STORM 1 -HOUR RAINFALL (inch) _ ,3Z IN ; INPSITY SLOPE _ �© PAGE NtMBER 2 OF :ONCENTRATION SOIL DEV. AREA I C Q Q SLOPE SECTION V PATH T Tc HYDR :ULICS 'OINT NL'hSER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. AND \;(IDES � t3 0 4c(D O � Z 1 • cl OF A Z 6S , 0 2- Z_ B Z - o n - I4 MEMl Flri 1pr n . r /O YEAR STORM 1 -HOUR RAINFALL (inch)_ 90 - ; INTENSITY SLOPE _ �p . CALCULATED BY: CHECKED BY: PAGE N[MBER 3 OF '01 iCLNIPRATION :+ NLNEER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SDCTION V fps. PATH ft. T min. TC min. HYDRXULICS AMID NOTES o✓ . • Z -2, . 6 1 77- B �6 `/ B • - S• W �}j /' /�) v _ R 7 �•{ L L A/ Z. O� S��° r / 4• B 74 2- - o 9 o< 108 1- Po, 3 •S 2.4z -,�7 .� ap s .. 7 6 6 OO I �.6 7 Z B3 , 4w 8 o �S D - 19 FIGURE D - 6 1 7 ;TUDY NAME: C fps �r ✓F G //�P CALCULATED BY: Z YEAR STORM 1 -HOUR RAINFALL (inch) _ ,,;�JNT ; IENSITY SLOPE CHECKED BY: _ �D PAGE NCMBER A-OF R 'ONCENI'RATION 'OINT NL UN.PER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDR: ULICS AMID NOTES 7� �r c : os ., L f 6"'!9 7 00 `�°.. o . s •/� s�8 , ,2 �/bI as - f /z 500 7 �0 9 L�' �r�•{ o.�c X03 ,��3 o/ S•¢ = . 38 •L/ DOO s" (� /�' ` !f e EL '1.4 2/ D ,Qpo~ 730 • L . zoi S L /o0 Bey P,� D -19 FIGURE D - F CALC.'LTATED BY: C /PJ a�• •� al r s' CHECKED BY PAGE NLMBER 9 � OF :G.iCE:TRATIGN , )UiT t+U -F=ER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h YEAR STORM 1 -HOUR RAINFALL (inch)= •90 ; INTENSITY SLOPE _ �D CALC.'LTATED BY: C /PJ a�• •� al r s' CHECKED BY PAGE NLMBER 9 � OF :G.iCE:TRATIGN , )UiT t+U -F=ER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRkULICS AND NOTES (J -4-9 Q p f/ . 8 -/9 f -/�r 4eZ 6. Z �i rF4 9� 7 8 U Po� ; 3¢ Z / 9Z 6z3 7 .7j 16 9 `e9 / _ . o 6-0 f37D 2. 4- H. /o 9Y o 828 / L � = -20 /DD Z z B �4 4 / 2. _xr . G� • 2 4¢ �� . ; Z01 91 q BE X03 6/ � °' 60.8 .7S •6oZ .CS , U �1 - , L D o0 3 .�r�4 88 49J PU , 3 2 0 z ¢96 6Z , Gj =70 • Fft 6 z e , 2 n1 = Z Z • �D 0 - 19 FIGURE 0 - 6 a iLt�It STORM I -HOUR RAINFALL (inch)= .? ; INTENSITY SLOPE _ , 60 CALCUI.ATED BY: /� �y /i�i�P fl 7 CHECKED BY: n PAGE NLMBER � OF }f ,, j,.ETJI'IATION ,, ,L 4'P 10,146E:R SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. `IC min. HYDRAULICS AND NOTES r� = >> 5 4& s 8 ✓or .� 4 �i/, 2 V' 3• p 0 Z •_ b B70 /B.8 �7 ms yc�' ✓� = Z 7/3 03 �' °' 60• B Z•7� • 6 L � -Bb 8- 2 7 L • �s DD Z y ��� - a oB / U � _ y Z / b L 6 t-3 6 00 25 4 o P°� Y 3 6 1-,r z D� • = ILST t'TL�O� � -I6 xg 1 2-f - D 7 r,r., n - I .i�_�G': lip -i•�: �Y�`P�f /O YEAR STORM 1 -HOUR RAINFALL (inch)_ -FD ; INTENSITY SLOPE _ -6b CALCULATED ATED BY: C /W CHECKED BY- PAGE NCMBER 7 OF XA CE II'RATION rD]2iT 11LT4F::ER SOIL TYPE DEV . TYPE AREA (ACRES) I in/Ei C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. lic min. HYDRAULICS AND MOTES l/ s 4 L f/f,� ✓ ,f = Z o6 14 L 3 63 //' ZS3 A e 1 7 1 4t so - l .?7 z,- m FIGURE D - 6 AD MkR STORM 1 -HOUR RAINFALL (inch)= • ; INTENSITY SLOPE CALCULATED BY:, CHECKED BY: PAGE NtMBER 6 OF 8 t2lill ,114T 1JUI�6ER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SDCTION V fps. PATH ft. T min. Tc min. HYDRAULICS AND NOTES s- . 4a 117 // ,x /( 7 06 O �or /,/- mss- 0�/ . �,pb .4 _ � Q = zSD• � � � 1 2 , � � , 0 2 _ 3���f D / 7 n ... r1ir1 lrlr n 4 S�tS - l1� S��.r.l 1'tYaQ��o t cT �/� 8 l•��e /L •o Z• /D y �y 3is oN�o �•7 / ° X77 9 �. To, 7,d 21 y'- o L L ,!w �• f -vof l y. /f Xk�"q C8 STUDY NAME: � aJf�1H 7 � ��i.� -�yyLi �aNr� /D /fib CALCLZATED BY: ff B' CHECKED BY: _D YEAR STORM 1 --HOUR RAINFALL (inch) = . fo ; INTENSITY SLOPE _ . 6D PAGE NUMBER / OF :ONCENMTION SOIL DEV. AREA I C Q Q SLOPE SECTION V PATH T TC HYDFAULICS ?OINT NZ U7 TYPE TYPE (ACRES) in/h ( SUB) TOTAL ft/ft fps . ft. min. min . MID `COTES - 714 4 4 1- es •VA S /I &r �/� 8 l•��e /L •o Z• /D y �y 3is oN�o �•7 / ° X77 9 �. To, 7,d 21 y'- o L L ,!w �• f -vof l y. /f Xk�"q C8 - N - -,Lo �a 7"�'h �. / c ( r o S OD • n STUDY NAME: �6 f f ss v Fa `o y ��I a �i ��'` �P� �0�� L /`!� CALCULATED BY: M r tiHF t-S CHECKED BY: , gip YEAR STORM 1 -HOUR RAINFALL (inch) _/.? ; INTENSITY SLOPE _ .60 PAGE NCMBER 2 OF 8 - ONCENTRATION SOIL DE.V . AREA I C Q Q SLOPE SECTION V PATH T 'IC HYDF?ULICS POINT NU-EER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. Al) NOTES 1!: ,I,„ Ars A �g , / rUWA /v =/-? �T .DLL 1 -do-d S L ¢ %7 r v v •� . �� 7.7 6V -OS 7 0 • �L 9 • 28 X 03 8 ✓ ,� 2- a7 .!s L e L D ,r,/ ". 'y ✓f ' I L /0o I / L T 1A 1 r Z•o7 7 L Z � 1 1 � • or.. in Flri IRF D _ r� e 5TUDY NAME: �y�rr t 1 /A ✓�` G of C ALCULATED BY : � Af " �i i h nOst /D YEAR STORM 1-HOUR RAINFALL (inch) = .90 ; IWENSITY SLOPE _ , 49 CHECKED BY: PACE N[MBER 5 OF CONCENTRATION SOIL DEV. AREA I C Q Q SLOPE S=ION V PATH T TC HYDRAULICS POINT NUheER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. AMID MOTES �c i /fir - 8 G•fI �bc7 , 4. 1/ so A c L r v v •� . �� 7.7 6V -OS 7 0 • �L 9 • 28 X 03 8 ✓ ,� 2- a7 .!s L e L D ,r,/ ". 'y ✓f ' I L /0o I / L T 1A 1 r Z•o7 7 L Z � 1 1 � • or.. in Flri IRF D _ r� STUDY r:AME : � f' /.� ss .� ✓f L /,�,� '�'' 8 j CALCULATED BY: G l►f �, :���il CHECKED BY: /, a P YEAR STORM 1 -HOUR RAINFALL (inch) _/.r2- ; INTENSITY SLOPE _ , eO PAGE NLMBER d nF Sl, - -ONCENTRATION POINT NL72ER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. 'IC min. HYDR2ULICS AND NOTES J 4e, BOO D• _ D 4Z l l / py✓- �J.l r �4 • �/ D • 7oB 4 , •c Tf�" � ' - J✓ UD / L /U< < �/�o ✓ter = 2 -Lc4 �i Cab 8�- �� L 1 ,,,,,,. D. 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QQ IW NSITY SLOPE PAGE NIMBER 7 OF Q :ONCENTRATION 'DINT ►ILM£iER SOIL TYPE DEV. TYPE AREA (ACRES) I in//h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TIC min. HYDR?ULICS MUD NOTES U X. l�r s ° •� L6 LO �f�� / 9.� 96 O 5 ,Q v:•z/ �°•� • z•¢e 7 4B �. r�_ •�i L .4i a 9 7 4 / r J5 i/ L-� IoJI r �i - j..LL i d 7L �� / s -7c> 3/ 4- n - 19 Fire iPF STUDY NAME: CALCULATED BY: ,f 1 CHECKED BY: /DO YEAR STORM 1 -HOUR RAINFALL (inch) =Z ; INTENSITY SLOPE _ d PAGE N[MBER Q � OF Q CONCENTRATION POINT NLNSER SOIL TYPE DE.V. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SDCTION V fps. PATH ft. T min. Tc min. HYDRAULICS AND NOTES L Z�f"i � f1'/ -• /�� �`�� �' /Y f• 4 / 7 3/D � ✓r. 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OF 41 JOB NO dO - BY ASL Consulting Engineers SIGNATURE SUBJECT OFFICE � � 65 ��/' "��/ DEPT. C / ✓� / Ike c/ 43 v I � f L ---- L _ /J An 7S f /9 � 7 / ti 7, (.4 e ---- -- -511�e7 p : alS SHEET 10. Op JOB NO /�� BY ASL Consulting Engineers SIGNATURE ` "/1�� / S / f DAT 4z� /8: SUBJECr / S • o 1 �+1i /� / t'7';� ��''ou /G OFFICE � /I(►l1 /_ /T�'US l� ✓ //1L/f �l�G /il DEPT. 65 _5 88d QS� f q 7 .SYf -//40'7 /40'7 P1_5'��5" T ........................ ............. . h G 3 �/y o/ � u / c �o lc 1= /D /�• �r �/f /�a �f 0.6 �s'�►'�iTit�/!a� Y J ��k Y er- SHEET NO /./ � OF `b �J JOB N0. /tea R By ASL Consulting Engineers SIGNATURE L , ` r»,�ss DATE 6 SUBJECT _ :�4 �l �/6 1J N // _ OFFICE 4 / h DEPT. A ;1 11 , 56 f/ cc (- 7 A // 1 /z v 7 .�� 7 s ��3 �•�� os 9. 7.E ,70 9, 09Lr •�90.� -¢LAB r •¢� i1•� �z -/7 •Z8Z �y"oe� ,! .77 .�� 67 , l7� 7jf8 6 6 Lr 3/•/7 , z>�� /,�,� • d/ .76 - 446 1• T7> ii- Z z Z/ /•r 67 6 . 2 I I � I . 41, sL f.9 j .L6 • Jti O / - `75 76 ¢ • 7¢ SHEET NO. JOB HO. �G D BY ASL Consulting Engineers SIGNATURE /f -7a 1f , DAT / G SUBJECT l C f OFFICE : °s ma c' /H'f C i 7f r S X✓S OEPT. Z /00 10 0 .-->Z 6. L L,, ><s ME {t Co1c.by Chk, by • Project: 1 2 3 S. D. STRUCTUR STATION TYPE SIZE • -> 2 3 S r _ 4 5 SUMMARY OF HYDR, ., ,IC CALCULATIONS Dale Z- FULL CLOSED CONDUIT DESIGN "- = - -�� Lines. B Freq. �_ Yr. Sheel �% of 4 5 6 7 8 9 10 11 12 13 14 15 16 17 10 19 20 Q A V K S L p LOSSES F E. G. 11„ {, G. HF He. H Hr HM11 HMISC IHc _ 2 v- 79 DLL �l S I 0/20 -6"¢.i BQ 77� 06 - Dt6•Z 3. OL�.� t G�7v 7-7 10-V 10 13 i I: 14 V 15 Is 17 10 19 I: 1 - IE - - I 16 2C 1Z __ 1 / 4.3 Lac G2 • 13 f j•r Z A z < A Z 1A *r14 C (L ., � uF_T Dc s it,cl p(; s%L.zI I 4-Cr 0 ,� r SHEET MO. Z _ OF 1 5 JOB N0. C. BY ASL Consulting Engineers SIGNATURE ' SUBJECT ✓ f <• /' p�� �� + r;'r - (� // � OFFICE DEPT. •�- J S= , u f: f —, 4L_.___. ,6FCGKf� r ASL Consulting Engineers OFFICE- DEPT. SHEET NO. OF- JOB SIGNATURE / -DATE SUBJECT- Z 1 4 0 7"1 SHEET NO. OF 1 JOB NO. Ly ' J BY ASL Consulting Engineers SIGNATURE �' ,� DATE 7 ,- 7 SUBJECT /'�k / �''�'! 4 /" OFFICE /�A c O �:! /. O ! DEPT. / / J/ I 4 67 4 M a 4 ' 7 11'�,l C.. 7 A. � 1 SHEET NO. OF JOB NO �``� ' '� B Y ASL Consulting Engineers SIGNATURE ` �'� C 7ii>nrsl OATE _Z�7�7 SUBJECT S? k IZ4 l OFFICE �/ t1f 4 �i�►e E r �.1 , r_ e �' - / " +'.�' ��j• �fitl S �^ 1 �Y a � - '1 /1s►; s>/ DEPT._(/ / s e el v A/ V SHEET N0._� _OF ( s JOB NO &=- _ BY ASL Consulting Engineers SIGNATURE e r" s e DAT SUBJECT �e 7� f' /NG / l� �b !. �� ✓7 r�'a.v�l OFFICE �g . /,� • / dIl t / DEPT. rJf�1, H T �%GNr 7 � _ �fo off �= /�' , C : a • � 110 ' Zr T . 4 � J C 27 i. -0 � . �' f I y ` . SHEET NO. OF JOB NO ? / 1�U� • B BY ASL Consulting Eng S IGNATURE G- L�/'ti�� +��y����J,- g g � -x. - � DATE_��« / . SUBJECT OFFICE DEPT. 4::f;y�/ 1 — 4// G;;e ��` 1412 SHEET NO. I OF JOB mo-z� ' ASL Consulting Engineers SIGNATURE Ac' DATE SUBJECT OFFICE DEPT. op - Z z7 /V 7 ;7 3, ASL Consulting Engineers 1, OFFICE "f 4 •t�"�r DEPT. r SHEET NO. - ` OF 5 JOB NO A¢40 8 BY SIGNATURE • �" G �- J /�h��� DATE -ZZZ2f 7 SUBJECT � -+ 'r AM19 '2 .s-,-! S !p.-7 BL,�es ri pfr keys wawFS �'ir., / v a s/ - . Door �t /D (33 L �w 7 "5V f_ SHEET NO. OF v/ JOB N o B BY /� �� ASL Consuitinq Enqineers SIGNATURE � r� �����h�s� DATE111-1..:—(E I OFFICE " DEPT. 70, 7 J - A, G a : 62 �Z-� lose 6 n 1 4, � -7 J � 7 r SMEET NO. OF / /�• JOB N0. • BY ASL Consulting Engineers SIGNATURE ` / OAT �C SUBJECT e✓ ZL�i ��/f/ �✓fC7/"Ir/ /l �1�LJ4s OFFICE - 4�— t d < l�'"el DEPT. C / y ;/ ACP Ll 17 �e, SHEET NO. � � OF X C / JOB NO. • BY ASL Consulting Engineers SIGNATURE [ C • Y ( � , _L1/?�ss DATE, / � J- SUBJECT J G ./ ' ''1� r.�Y f 14 //�� /Y.f.G�� S /` /t� / .• , OFFICE DEPT. A f--- e ✓ I r = -ohs' S� - 00 L 9 `r i� 0 I r SHEET NO. OF JOB No/- --A� 8V e ASL Consulting Engineers SIGNATURE IW,'L' 0 A T E-4612/--, SUBJECT VA" f-4"el" OFFICE • DEPT. a oo oe6c Z 14 A f, �� ` 1' -s Sts r / C OL 2 945� e C/z d ei� 0 6 /l' Uw f�/r�i� �,.iG hllc,� A � /owG�l� �- �/lO�..s . �q4 SHEET NO. V5 OF ts, / JOB NO ® BY // ASL Consulting Engineers SIGNATURE �/ ,����� DATE OFFICE / DEPT. S >Gn` �1A7 Z �,•,�i G Qh�� � f'l� �'jr,i -��� O LLZ r - 7' o r _ p T • � I/-! 91 11] 1 P, u 1 i s` SNEET NO. \j OF ; JOB NO 4 By_ E ASL Consulting Engineers SIGNATUR C "N� / DAT E44aly SUBJECT OFFICE �•� c• ,6TC. DEPT. _G ' / / , - o.� Loop z 6k(6 A Yr_1 " lllf �j � `G U � �c ! � � • s��8 a �¢ )e/ R/1 cal. � � Stct�i rPUt�Y • 8 /.ctbL E' f/Etlaf�T �,,` / . ,� •�� ,p /,t/G OF 5ilttD8A65� rn 7 J k`1 , a Q _ o a 2 TYPE 1Z _ ,3B "c.MP. C P. ©f616 TIRO � IlVtL eT ,0,57 ,vo 5c'a"E to HAVEN AVE. PREPARED BY. WILLDAN ASSOCIATES SHEET -a OF 2.90 S. ANAHEIM BLVD ANAHEIM, CALIF. 92805 CONTRACT.__.. (213) 924 -1631 (714) 774 -5740 ACCOUNT GERARD F DALZ I E L 30333 , DWG. NO. J� n i � f i ".14 7Y .0f 7T a jai I� I I� l oin I I �,. ` l oom I I 1 00 l aw 100 1� i C ►G'i �� : S��'sT'rl tZ �� C — l t.lC�� D��\ �' -�� bT b�U4ZC�\ ��: t N CALCULATED BY: L'�T To T= �'C -a.4tN I CHECKED BY: YEAR STORM 1 --HOUR RAINFALL (inch) = INTENSITY SLOPE = 6 (0 0 PACE N[MBER 1 OF q . ; C�I+C.FITP��TION ;Pf-- rr N'LIuPER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. 'IC min. HYDFAULICS A2U NOTES 2.4G • 2-47 2�'� I 0 to/.t 6r.1 1,'Is o,G3 L.2 K4Z vczs t,. iq,'S . • 5, z Q,0 tt 1 cW0 ( T cuct� Z4 FRcM 24t - 6, ►,3S o s 6 3t,3 o,Oto3 0 14, TG ZA M? �3 �� 3 , t D.F,o 34,0 X 1 Qr 3 +,O a, pr-_ S Aso 1 j O rc, (2 24q t • �acR ?,3 2,p" 07-1 V t'PE — - 81 +5t�iCtao _ 3,O�s 55, 33� T6 15,5 v G C CJtz1 Qe EAST Srazm t N YEAR STORM 1 -HOUR R'LINFALL (inch) = TS ; INrENSITY SLOPE _ , 6 0 CALCULATED BY: M CHECKED BY- PACE N(MBER ?i OF ' CONCENTRATION POINT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES 1 ` 0- OCq � NKf� 6301( 1.2. GSO c &0 Z`� aaoc� �4 24. - i �, ► 3, ca 2,1 0.6? 5, Z s 0, pOO `t4,0 zq Vuocrt 4 _ 1lO ScczEG � S ,O(a 880 13,E TG �"PRCf =k-4� CI 2s� �R Z s Al st ' STR�6T 1O�t= 680 US ,S G .4P s t= wom 2 sa 3.0 O,?g Zo ` 3`34 2q • 2 ,1 Q +10 316> 1Z _C.FS s � � � � C I to, � 13•� �,FS. It.S I Z 6 40 14,75 � Q �� � . ' D - 19 FIGURE D - 6 Ins � � � � � �■=_{ � -� c� � . � ® ® � � � � ! . STUDY NAM: �.l E - V t til -*4� E VF's S �`1 X44{ l4 TvE C�,/s 'TO �'J(�� -(N �� YEAR STORM 1 -HJUR RAINFALL (inch) INTENSITY SLOPE _ 0-&0 CALCULATED BY: M CHECKD BY: P AGE NUMBER OF ' CONCENTRATION SOIL DEV. AREA I C Q Q SLOPE SDCTION V PATH T TC HYDPAULICS POINT NUMBER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. Win. min. AND NOTES • � i 232 a 8 t4 , 2 ,6 OR9 3 0,2 0,05 Q 6 IQ,O 10.0 �" /��� -t �c�c - fNt'Ct 1� -�- r`.?"pact- �ttyc, it idp 3.4 Z,Gs 0, 75' 3 '7 ,0 0.0o6( 33 7,0 - 700 2-b,4 FROM Zz9 2 .3S 0,74 I,Q N f4'�u�a "rc rf'F'i� a �v (� 6 i ,�S o 63 � , i 9 '� 4. ' .1 00 3 �� • z Z 4-4 �� u i , 5 d,Go 3."1 26. T" 1.45 D � " 3 , �• `a t8 ,�04 2,0 t � ' 3 � Vaal Ts- Ts- rF- ;2 z2�� �t 3 ,-7 a5 �tzom 4 r D -19 FIGURE D - 6 STUDY NAME: -QO% � R.\ DCA E — V t l,(,A q C-7- C�A t N CALCULATED BY: ' M CHECKED BY: 100 YEAR STORM 1 -HOUR RAINFALL (inch) = 1 .35 ; INTENSITY SLOPE = 0, PAGE NUMBER ' OF CONCENTRATION SOIL DEV. AREA I C Q Q SIAPE SECTION V PATH T 7C POINT NUMBER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. HYDRAULICS AND NOTES 236 23`J 2 $ 11 23 2 229 M.4I N trt nG ;,.v pY \!5 STUDY NAME: -QO% � R.\ DCA E — V t l,(,A q C-7- C�A t N CALCULATED BY: ' M CHECKED BY: 100 YEAR STORM 1 -HOUR RAINFALL (inch) = 1 .35 ; INTENSITY SLOPE = 0, PAGE NUMBER ' OF CONCENTRATION SOIL DEV. AREA I C Q Q SIAPE SECTION V PATH T 7C POINT NUMBER TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. HYDRAULICS AND NOTES 236 23`J 2 $ 11 23 2 229 \!5 ,Od63 %5,8 ( � Fuu Za6h 13 s,1M 12,5 2,B 0,43 Z� Ae Ifb.o ,A�J T 2.4 T ,a.TPLZ . Z a ccz zs ►� ,� 20.3 Z .4 o. "(G 21.4 = 0, . ti 1 5 ' 1 ,o T ��� , z �czoc� z3 43 22.6 6.O c�,ao 6 N.4'�vua, ckta�rHF 'b I g,S TG 4 z� z 01 IS 0,7$ 6 W 14.5 z 4a l u;a 4.4 23.1 ,0\33 �I aE 3.6 860 4,0 `o= 2 3g ,1 t7 0, C) 3 o,00Gt �- ��' Row, 2,6 960 SO 10,0 0.3 Tc - f(PTL�, 23s �a� La C3 , t t �E' • �] 3 ,95 �,`3 t - T, 0 t 0, C=Q z3z '' • � 3, � 3,�tS ��; IB ,10,5 10,3 - 2� D - 19 FIGURE D - 6 &LUDY NAME: SaT<< -t R.1 G7C 1�'- � 11�1.,6,�' -t� (�C Z' �T�;.ZM c-z�4l �� CALCULATED BY: b4TE R 4 l� - co op'41 M T ►! CHECKED BY: (0 YEAR SZ�ORM 1 -IDUR RAINFALL (inch) = �� ; INT ITY SLOPE = 0, GO PA N[MBER � OF CONCENTRATION SOIL DEV. AREA I C Q Q SIAPE SECTION V PATH T 'IC HYDRAULICS POINT NI.NEIER TYPE TYPE (ACRES) in/h (SUB) 'DOTAL ft /ft fps. ft. min, min. AND NOTES i SvMP � "�G ,�PpROCbIINC.� i 66 D- 006 33 -7 -0 5 36 2 3 6 c 3, 1 I 6,� T A��uEi ' . •5g o, 006 33� 7, p 3Z5 �7g � Fcaort 23�a Z 3� 8 65% 12,5 1 - 7 6 6 ocN�nG 1 X6.3', 0,012b 33 i9 X32 1.q- 234 Zap 2 12.7 I•$ 031 17.G 2 3g 1. It 20,3 1 ,� 0,7 1 2 (b,1 — _ Ig. v M P , 1 7 , ooc64 A& as 15 o 0.3 c_Z = 134r k a 2� 1 2:e z . I, 0. (1 16,6 0. 00 = 6p ao SIZ (1 . 'i�G �rPPROC.k� t tl I$t.�i p,o0 GO $,O (15 O L LZ� Fczor' aZ 1,1 O,CS 10,5 ,- 11 i r 6Q g,� 50�3 1, 0 '2 14 F or► 2Z 3 • 2 5 AIM , 1'li 1,65 0,'� p��i 21 �� ^I t4T'PROCH�NC 210,3 p,00� �pro� c 8,5 3:�� C ks Zt 6 FczaY� 21 216 t. +� �"d ' ,�, 'L I , b,G3 4, Z 22,3 Tv ,4e-N^R D -19 FIGURE D - 6 STU,DX NAME: =- : �'1C,�TYI R\ fix{ — V t (.l���E �R\ V '` S�'Q�� M DRh l N 10O YEAR STORM 1 -HOUR RAINFALL (inch)= ki INTENSITY SLOPE = O,ro O CALCULATED BY: '3 M CHECKED BY: PAGE NUMBER G OF CONCENTI'RATION "DINT NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AN D NOTES 1 1 '2-k 0 , 0 c)6 ;Z .G 7 80 5.0 Joe (`G 8 11 �3 I - t ► _ SV Re-�4 Go r W F ti c:E- 5 SQr, 50.1 ZZ,6 + - ta CPS. 2 2 Co - 7 0 O, OQ 3,6 115 0.s 2a3 2a6 364, 20 0,69 1 w,s T ,4Fp2. 2141 " s' 14, �O .004 tt 3.9 3 saMP 2 ro — 1�► ti ,irr 4, Z,OS .6$ 5.3 Z9, 2 8 o, �^1J8 BEET — I 00 0 12.0 220 t 5',tr► B �B �., ,� 0 ��\ ZQr.g 12.0 „� 16 3.0 520 Z.°b r• ,Q , �f t art 22 t �� q 3 ' 61 23 1'f"�9 11,Z. ,1 2 5z 1 .5 TO zz I - 7,C) 2,G PTl =� Ig► D - 19 FIGURE D - 6 z'TUDY E: : Cz t cJ: t •� - V t lit -�, _ rt �, — E .4 ST Erot.- VI t �l N C;>lr2 A N a IV %0 YEAR STORM 1 -FDUR RAINFALL (inch)= O, INr TY SIAPE = O, GO CAICUTATED BY: "� M CHECKED BY PAGE N14BER OF CONCENTRATION POINT NLI-SM SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SIAPE ft /ft SECTION V fps. PATH ft. I T min. TC min. HYDRAULICS AND NOTES 2 2 d r�3 S , t, , B ,� 2 3 d, 'c 9 16 �� ,O�J`a � .EF-'T IOC70 12,0 \2 I G a 0,00 ►► 3, 157?_() 2.$ 22 r_czaM n 2 _ 0 2 21 �► �� g , 7,0 O,� e 0 .o04 T ��K 40,% noun{- 36 (g,0 3ce 4. I, it 8 COMv- . 2-i.fi �- u► If Z -�.3 z I g (+ 1• 7,49 w3 OA ?:, 7: ( ) F �» Z 11 B �(,1� , tO, ' I. GO 0,76 12,6 � 3.0 2�,1. oot2 66 13, dOZ O,5 r - ,�- cz %Mc 0� I+czam 005 1t < 12 , Z �, 60 �, " 1 fir, b Z3, �� 6� 13.0 as 66 4) T 03 r 2� 1 - 7.0 1,55 o,1 19,16 0,011 .4 Z4 2 3 .7 of 66 � { 5 4 G" i .._: I V� t 84-' D - 19 FIGURE D - 6 9 38now 61 - a l -- 9 L + 1 Pw g 1� Q ( 2�2 �o� �'z ��Je�� - bC�o`O �i• 2 Awns sajw aNv • umn • u'n • - W • sd3 4 3/ 4 3 gvjaL (Hf}s) WWI (SaHDV) 3dLL MU H38MN JMOd SOI'I VHCIAH C►L Z }LLVd A NOIJMS 3d0'IS t5 b O I va" ' Asa Mos NOLLVdJMONOO 30 vzownN 3Dvcl 0 g �O = 3dOrIS )LLISN3JNI s Sq l 1= (y3UT) ' wimiw uncH -T waaLs wax ()O `,.. :AG a3x�3H0 i� LA C. :xe aaivllfm N Vvot�rl XSv'3 25 t\ \m 3 rj V—rl n 3�C3�� SOS 3W�'N xaflrs + ' is awns I•�� Q�OZ So2 L9 c.oz � �� •b`0 � E Z'9 ,, 1 ► o`O Zg.l1 L120 S�.'1 oz 3 Icr 2ri U20 Sb' 8'Z► ' n 1 ` 0 2'901 2 61 eLQ p' Z w Z1 i� ►� CD w oz1� o • �1 ' 1 21 O'o -V.O 1 o' b% woet� 1'ro Z 1 � 1 Pw g 1� Q ( 2�2 �o� �'z ��Je�� - bC�o`O �i• 2 Awns sajw aNv • umn • u'n • - W • sd3 4 3/ 4 3 gvjaL (Hf}s) WWI (SaHDV) 3dLL MU H38MN JMOd SOI'I VHCIAH C►L Z }LLVd A NOIJMS 3d0'IS t5 b O I va" ' Asa Mos NOLLVdJMONOO 30 vzownN 3Dvcl 0 g �O = 3dOrIS )LLISN3JNI s Sq l 1= (y3UT) ' wimiw uncH -T waaLs wax ()O `,.. :AG a3x�3H0 i� LA C. :xe aaivllfm N Vvot�rl XSv'3 25 t\ \m 3 rj V—rl n 3�C3�� SOS 3W�'N xaflrs + ' is [tV ) IptPICE =z 4.2 =155 S — GK,4NH G L D -19 1 t 6q z4 e = t .So . I 2 % lb4= iv Grrs = 2�.8 CoW 6o-l! t2z, � - rte Ct- �Qt�ci�t a - bo E� �5� 1 ZCb 4. o FI GURE D - 6 SZUDY NAME: s-o R. l rc - V t t.(.Aq IC--: t;�R%Q CALCULATED BY: 1ST YEAR STORM 1 -HOUR RAINFALL (inch)= Q ; INTENSITY SLOPE = o,Go CHECK BY: PAGE NUMBER Cf OF . CONCENTRATION SOIL DEV. AREA I C Q Q SIDPE SECTION V PATH T ZC HYDRAULICS POINT NUMBER 'TYPE TYPE (ACRES) in/h (SUB) TOTAL ft /ft fps. ft. min. min. AND NOTES , [tV ) IptPICE =z 4.2 =155 S — GK,4NH G L D -19 1 t 6q z4 e = t .So . I 2 % lb4= iv Grrs = 2�.8 CoW 6o-l! t2z, � - rte Ct- �Qt�ci�t a - bo E� �5� 1 ZCb 4. o FI GURE D - 6 I I C 1 0 CAT« - �2 r.5 i� VfcSIG�� V L -k'AGE tDCZ Est- Vpj'. -IN 1Q YEAR STORM 1 -HJUR RAINFALL (inch) = 0.9 ; INTENSITY SLOPE = 0-G CAICUTATED BY: - Z1� CHECKED BY: PACE NUMBER 1 OF 8 ;viiIENPRATION i ti; T14T NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft/ft SECTION V fps . PATH ft. T min. TC min. HYDRAULICS AND NOTES 01016 3z-r -1 1000 l8.0 Q le 29 GFS F 1 11 20 �� ►1 8,0 2,24 0,18 13,E 16.$ 2g ,5 0, 01 32 _ goo MID 12 , 2 :2 p,? 9 23.1 121 =Z3,1 GFS ca¢ ao13 N�4T✓Q4V c�tnq, �o0 1G,d 20� 1, Io� IM 3,5 210 0,66 4,G 110 6 0,6t 1 3. V 23. 13.'1 q, =131 �Fs r-m 21 z, cl 2. I 4, � O. 1� 1 .7 650 G. l eoo taA 213 �1 ►, 6,3 2.0 036 °J,� �S 4 9.8 550 (511 z14 I► +� 8,2 1, "i o,� 1 ©,G 2a5 to = ZO, 4 GFS n in FlrI IRF O - A .AUUY NAME: VILLA A qe�- 0 ZtVE e4s'- PL2A\" t00 YEAR STORM 1 -HOUR RAINFALL (inch)= I-BS INTENSITY SLOPE CALCULATED BY: ": M , CHECKED BY: PAGE NUMBER 7_- OF 6 CONCENTRATION POINT NUME3E:R SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. Zc min. HYDRAULICS AND NOTES 2 O Z /�� r V51. lTi 1 O ./ .� 01 1 Tag 0,016 �0 Qm v- 10'00 1 3.0 13. O z4,g 0 ,014 775 3.2 203. 1 i t► 8.0 2,9 �, ?°� 143.3 43,1 20: It h t 2 , 2 - 3, Oc6t 3 t 31 , t Quo ��z3cELG�s O,4 N4TVGL4►- - 700 16 O o 3.5 3.0 0. - 1 1 - 7. c5 t6.0 - f.5; (ZXc)04 n i, b80 '6.1 2 too r- 22,9 G�rS o, ooq �v 50 �Z,o, , Gfl0 AS 1 4,5 -7 � Z o, `t 1.1 G S'O 6.4 'l, S 235 0,';2)0 16,5 20, 9 Qi� = 23, GF5 004 �t 15,4 �• 3 3.0 0,�3 1 S.1 t 5.4 t 5.1 C04 1 55 g'• it � � 8, "L 2 � G O, ?g 16,E 1°J,� goo = 3t , 9 GFs n In ciriInc n e I IUD rvW: S � �c ti � — V l t.l,�c -�E l V c EQ.SC �R� c N 1 0 YEAR STORM 1 -HJUR RAINFALL (inch) = D.9 ; INTENSITY SLOPE = O. 60 CALCULATED BY: '31� CHECKED BY: PAGE NUMBER j OF '0 C EWRATION ItIT NUMBER SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. TC min. HYDRAULICS AND NOTES 0,013 GaO Idr.S 6 .1 r-oQ 9 A o,o t 650 13,0 2 50.i - 7,c7 2, 2 0.'15 (1, 6 13.0 Q ta = It. GFQ Oo�3 32 T 4 - l 004 12 , 0 03 16,0 12, 520 1 3 0 3110 Q�d 26pot 1 515 1. QG6 11,3 19 ,0 1 t,3 (Rid ��- � � 20 ,COg - 62-r'.- re - 82-01,315 225 ►� .mac 5,5 'Z,� O,�g °�,O 13,5 �'� +� 18 226 �� ►� 'i.2 1 ,� d"11 10,0 X816 Ig,O Qm = IR V02 � e � ►t3 ,018 s0 145 2 2a d ; rq• 3.3 2 , �.1�1 5 .2 n In riri m r n r I CPTG� raS :SIC,�� lUDY ( op YEAR STORM 1 -HDUR RAINFALL (inch) = 1,3s INTENSITY SLOPE = O. cALCvIATED BY: CHECKED BY: PAGE NCMBER A- OF 'ui JCEIJTRATION ti 124T NUMBER SOIL, TYPE DEV . TYPE AREA (ACRES) I in/h C Q ( SUB) Q TOTAL SLOPE ft/ft SECTION V fps . PATH ft. T min. Tc min. HYDRAULICS AND NOTES 0.03 � 14.5 g 6 Foci -EL G9 A O,O 11 6 50 \3,0 2 i B - 7.0 3.3 o,�r ►8,2 13,0 l 8, 2 �Q F��� c�a 0,008 5D W. ox (� 12,0 3.5' 0,01 11 3A 520 2.5 Qtoo = 48, 2 C-Ft - cam V 1 Z7 23.3 14 5 4 "8. 2 '� \ 9a 223 I � � ►� `3.S I�,o � (82 c�Z,,aa = �8 _s �F P V 120 . 9 50 13, 9 0.O04 '2 2 ro 4 7 2,8 0,80 1r,. ,n,ur ruI-IE: D�t\Vj -7 � tM (o YEAR STORM 1 -HDUR RAINFALL (inch) = 0 INTENSITY SLOPE c�ATED BY: �M CHECKED BY: PAGE NLV BER i OF 8 '6I CEWRATION � NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SDCTION V fps. PATH ft. T min. 'Ic min. HYDRAULICS AND NOTES o. o % 6 90T[ -T t OHO t S10 5'� •0�6 '` �•� �oO �' 2, t 7.3 g. 2 % m o,,Z cFs r -oe t 34 os3 g6d 10 10 232 �� 5�, 4,--� Z,G o, 30,2 (010 zr ?O\z fit. k z t2l ZAS d. - l9 Z4,6 11,0 I L I _24,6 �Fz ?AW-Q, 2 t010 23 t0,d 2S,"7 10 = 2 S,'t LFs ;bQ fk 1 �z o dt 32r� T c- 6O0 12,0 X2,0 t8,� ,ate ' 3,d X380 4.g O I. °� � 1 5. 6 l6 .9 24-0 ko = 3410 ci:s low I�,a 0\-n 5 1�R t!0 A4RT F�4GaC�C� ►t 2 rV• 1 0 r1 r r% i- ` ■u �. I♦ � � !• ® ® r � SOIL TYPE DEV . TYPE AREA (ACRES) 0 004 C AUDI IIAW: �-t RA E — c�c vr- % �l �' E.4sT tpR� t N (00 YEAR STORM 1 -HOUR RAINFALL (inch) = x,35 ; INTENSITY SLOPE = 060 CALCULATED BY: CHECK BY: PAGE NLIBER (p OF '00CENTRATION DINT NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. IC min. HYDRAULICS AND NOTES ,w G 6 , + (20V 0001 15,a ( d - 7 , J p,OG I' Z ,3 800 5 8 Q %co c 13,3GFz:- ► � X60 ��•� X0,0 Q100 a 4 - 7,o (,Ft ,026 �&� ►1 a 2 ZA i 12 1,7 3, %s 0, 1 ?<3, C i .O 3 6 T4 W- r-- L 12 3 O,o36 88d �o,o 2 12 i5 3, ©, 40,0 Io,O � to ,O C. 60 0 t 2.0 23� t► I c IO,q- '�2 ► 6 ono ti 52 , 6 Fo �G�G1�l. t � 2 1 ,5 -1 .0 sovcN 7.2, 2, Q ioa = 7.2 C F& YkIPL o;t 1 P4RC OF -r4 112 n of% rir:i for n a 11 .►'i NN-E: — V l t/U W`Z `V F— �0 YEAR STORM 1 -HOUR RAINFALL (inch)= O-9 ; INTENSITY SLOPE = O 6 CALCULATED BY: hr( CHECKED BY: PACE NCMBER - 7 OF ¢j &:l.MATION fl' T LNU!1 :R SOIL TYPE DEV. TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. 71C min. HYDRAULICS AND NOTES Z '3 C� 10,1 4,�0 1,�5 Q63 S,l OICQ N At"s - 800 X9.5 19,5 S . 1 6,003 I t 053 Q80 21 .4 0, CC5 ,S 1q,S �• 2 o,ot2 II t, t 684 Io•3 C- 11 �� 1,35 0,56 Z, 5 29,8 8 , O, Ol 6 �d4 14,0 1 � 1 l4, O � C z -► 2 5 ( II rjp/ ?3 2,4 0. 'i c 13,3 1 3,3 � Paa�, tl i � - �QCEL l l O - 2 2.�- • FN rIt. IImg n .- I * I L 1 D Y 111 % �I :: J��T� - k R� pG� E V � 1.1 f� C,(C � � � C ST bC�� (N IpQ YEAR STORM 1 -fDUR RAINFALL (inch)= 1.35 INTENSITY SLOPE = 0, Go o CALCULATED BY: CHECKED BY: PACE NUMBER q OF f� CCA I-k)IIJT NUMBER SOIL TYPE DEV . TYPE AREA (ACRES) I in/h C Q (SUB) Q TOTAL SLOPE ft /ft SECTION V fps. PATH ft. T min. 'IC min. HYDRAULICS AND NOTES 2g �o.�M 4,6 2,6 O,'1 S,4- Q ooh �c, 8 ►9,S 8,4r ,oU3 1t 0,65 68V 1'f,4 ol ioo Ig 246 �,G 0,012 %� I , 2 6S g,0 ,6? 5,5 2$� l4 � too =14.t Gr- s FOR 9 �„ G.P%60 " 006 fop 1 � ,o 3,1 0 , - Ti 1 I ,O 14,0 I1, Q%00 =11,0 GrrS wcR %ciCZ 111A 0,026 � 11, 24,E Q t oo F= P,0:6�c.e�. �1 3 9A 0,8 34,0 �� 34,E Q , dd =34,ocs .F rroR P�ct�C,C1. 110 .. �` t:. i;• I�• I;• I;•I;•I�I= �I;�ITITITt�I;�ITITIaT i,2S � .0 r - c) ZA Z. A 4. SG A - 2- t2 O, G "( + 1. z5 1 r + - z Z, 6-7 ' _ _ 12AZ - 7 0 - 3 - Z. '4 �z Zf i2 5 — Gf r �'r� � X � oc� SHEET NO.�OF_ a NO. Ac* _By_ ASL Consulting Engineers SIGNATURE —,ATE r SUBJECT OFFICE A \Aw"atckqz DEPT.— 7 C AN i,2S � .0 r - c) ZA Z. A 4. SG A - 2- t2 O, G "( + 1. z5 1 r + - z Z, 6-7 ' _ _ 12AZ - 7 0 - 3 - Z. '4 �z Zf i2 5 — Gf r �'r� � X � oc� HI I LI u I i� e 1 f I , L jo- SHEET NO. Z OF_= f ' PB NO Br ASL Consulting Engineers SIGNATURE C� -`'�' �r� ' 1 DAT `` SUBJECT { V�-�1r r"�• ` : - rT ��.C_ C��1 Gt J OFFICE - P 4 r r � Y � 'tOEl � j- DEPT. C �1 V L C CrR \ � 1 0 �• - �c:�4 oc= o. GSG j o. GSG CA S Kca-( MKT <)F ope"ttAC t FEcz'T (,.. - 'To`C - � (. LC -- N C,1 �-t T V F Off' N � �1, �::� 1 N t E ET• AT TKE E tAT C,-> A to C E t N F E - E.-• N\i e7 1 t-A C O g 4 c . 3 y 3y = 13.E c � GT" G.or E-t Va- Z.rdt3 T�oCz H = 0, Q lzt e BSI t-k N SHEET NOS' OF t JOB BY t Ih c \ L Q ASL Consulting Engineers SIGNATURE " y "�'"�'' !J~ DAT t SUBJECT 1 \�"�I Ci�+� ��. 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SnvGGE ,Pow 5 /.!/GLE /lEiGf.�T O.C-C..NA. 1A/LE7 I . C. TYPE Q .P 7 ,P/SER /Ve t wo ,5C.4cE D.ETA /G . 1,0 ocE -AwA II&C7 TYPE Q L�7 � ��� Irrrrrr I t 1 1 0 SHEET NO. OF 0 BY � ASL Consulting Engineers SIGNATURE 4u "'`^� - DAT 5_ t� SUBJECT OFFIC �w ' DEPT �` "a V 1 ✓ M DKJ�N �T� V F- � t 3 x 1. ¢8 G S t/Z SI ' r7g� x v,/ I i t0, 3%1 . • b.. 1( _ (3- �.►� x 0. 6z5 n i x `t�3'►,t5 c,�� K 6: x S z Q1010; kc )c 2,t X (.25 Y S�Z t 2,$� X 6,`3 Qr X S I °t 0 U k G /z - T47,1,.z GD If � 3 r I i ` t Zfi2s 10 +00 o, o t 2 1 1 o toe =. tz tc�0 0, o t 5 Z Z -caj �6 I ! tz+oo ; ��.+c 6 . ZS +j55— 0 63 1.9 g 40 0, 8 s t If � 3 r I i ` 1 k i� t �o 0 1 r SHEET 110.. Lam ..... ' �• NO.CY �' ,,� ASL Consulting Engineers SIGNATUR �^ ^�� • DAT 57-(r4- % -7 SUBJECT Uc O� 'FO�►'C'"�4h1 • L,�4 OFFIC ` t 4 � �t� Q DEPT � y t y imp ^ i y t 44PACtTY VI "6Q d ky V i I _Zj *0,0 6. ? s l ( -- /) 0 J :o s• Z 41 _ ..r 1 Z 1( \v ) ...._. I L 0 . 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(� = 3� 1 � 486 s r D e ' 3 8 b. 01 S 4. 32 = G + ( .S�.X'�Z -� ��• 44B GFS, ,o • ( �c L� - M Ewer OOT CRIB ass �a ' SEE VIMAWIL to C Av=RAr4e S wlm— B e!T wsz�" �T . 20 t O oars t> Z .#� L 5 -.; p. p `� W we-&T- 1( 1 0 E Ll n fl SHEET NO. OF 4 L - I f t JOB"NO. ` �O BY J�S ASL Consulting Engineers SIGNATURE Ck '��fl `T DAT ��� `• � �[ t SUBJECT • � • ` \ OFFICE ' rA - %A G� t • i \� DEPT. Cty " . CA VIL- ' t V t V ARM b ?^l t-A V LA\7- SttA1'CV A-R�4 I .A 8b x o, Z4 5 i3 x 0.0 0 4 '� x 1z 2. 6 . G F s S�-{ ,4-V-F- D AA2r-A 3 t ,4t6v O.OG 3 x O. t 12 - o.o 6 6 x 8 4. tics o•oB 6 - t t. 2 C 10 = (Z.G f t z) * z = 2 - 7. G. 1 4 S Na�c F.NO V ct Tod —e A k 2Y I L20s5 Secz y N sT ,. 2 - a rt o 0 yc; GD . i TL"tA 1� L SC-t,4c'�O Avtr .4r S v = 3 t.4 �g QJ6 x O.t1t r 0.30 0,0 ° l3 6 n tZ L o. 2g- 4.t2 1, *b b W0.11 I O,S l �f 3 - 0.3o c C. - 1 , T 25 p .01 S 1 - p . 2 '7 4.1Z o. 6'!9 �6.�tS� IS -Rj �Fs SWEET NO. G OF NO . 1400 BY ASL Consulting Engineers SIGNATUNE Q `� ` C� -' DAT - FS ' / r SUBJECT Cr 1-c �+ QF { F , 2A-% - - A 11 OFFICE(� DEPT. Z, O,(n �Zs -f- 5. z) ,� 2 6�,8 : 6 f 9 F s o. . = Q � � 3 k (.q 0G 7c o,4G32 O. S l o.o t�s A. - GFS 2.34 0,6-7ci 4.7 GFS Z.34 7c 0,% r 1. 2S 2 3 GF;;> 10. -+ Z . 3� Z = 3 S. 4. - 7 w Ct-)> Gcmz. S SSGT't 0 S s O.O(�� -ro.30 Q, . c 2 C o . 5a O. . o. 3 I 1 Z _ A .1 ' 2 Qr 0.2q- •I = 30. of GF S SHEET NO. OF 5__ JOf`MO. 1 BY SL- C I� [7 F LI C 1 ASL Consulting Engineers SIGNATURE CA'C � �' DATE ) lS $ - 7 �( ` SUBJECT G Z71' V { T OFFICE N c � V , ' \GA ±� S ,rte VVl K am ` ` / V WJ'�Q E �j AU E DEPT ti�l r 1 ✓ SIOUM D , ESN 44s:R'' c �p� 1� %TY - A E 8115 0 .5- - 0.19 _ �. t2 aw - 0 54 G,'t S = 4�, K I i t O5 100 0, zc 50.3 GF e V � g� o 100 .3 - t i p l o G, 10 ® Q 100 = to,B cFS 3 L 1, 4wo x 0, Z4 0.Ot2* Z x (Z = �8 0. 1 ar4 5 ��oo - ( so. c� + T0.3 -F- (0, B �- %) y. 2= I q Z 7 Z�GF5 4c20S S SCX 1 0 " zo too SSE to ,A I NCB O �, S►L.O p E = O .do g- U A %G f- 0, x 0.6 25 0 6 2 7 - 1- ► Z t 7. 6 GFS O � goo J Q 10� Z n 17 -V = QfS Z.34g x 2.625 = 6 - CFS 1,4 = 3(� ,b6x00g26rt 0.15 G37- x 1z 0101% _ '- 4.313 0,144 = Z , Z Cr— S 9 Q+40v = r � - 7,G + +G + 2.Z) , . Z= 1O� >2-4Grs l 3 Xi. 44b6 x0,09 ZGx 0.144 1 t 0 1 1 1 1. SHEET NO. OF JOB NO BY ASL Consulting Engineers SIGNATURE t u DATE SUBJECT OFFICE ts"l C DEPT. ^ `� G( V V ��,Vt✓4'` �1�R�/'�i C � G l r K �Y► 1E�ee: too TFcBCX s L--�P% C s � 0 lc-t--s=, 2. 3 +SO = S +Sd S+TO 4t +SO 47 { 0.0346 C>, '1 � Z p, o 2-6G !v Ri 6 02 - C"48 t� 6 , *g 4.. 5 4.53,6 '2-g S,18 27 rc— s C Z t 6 o. td 3 m 5 CI X36. 6 SHEET NO. OF A S � II � r 1' JOB N }t gy T •/ ASL Consulting Engineers SIGNATURE `" � 1 DATE SUBJECT OFFICE DEPT sr-;'� aR.. '*-'w NC.I 'C T Qloo = MOO x S TArBLE!.L (Z) tie a ♦9 �: Z9 t 0,0 S. G Z. 31 -top 4 to 3. 34--tS0 ++z +6 ,2 4. 4- ro 2. •5 5. 45' +o0 4 +00 6 CA 44-6. 6 - 1. O 49 S 4 e. 59*W 167- tO0 010CA-1 b. 1 9. �z +00 GS -. 00 O, 0 04- 10 & 3*00 63i-q O.© O S; 1 t12 s oN CQ � ' a 4 6 8 4 to 10 O Q ( c c= s 16011 \1 Z, z ISO* mss.. � • a 4� • o L F I I�] 0 Ci 1 i L� SHEET MO.toOF JOB NO. LL —BY A ASL Consulting Engineers SIGNATURE , LCi1 �yOITE�V SUBJECT (�,�, ` ` �'` ` � ) , • 1 " � r ' OFFICE / T _ Q�'R / �r DEPT JCL- L1.-li 9/1 V t Lop • r `�TAk SA AYE "1-f- 0.0 0 6 2 0 0 11 2. Ito c �-,� . - t-©o _ "t + 6o, o d 6 2 �► Q �� �t - ��s 1 1 i 1 1 i is i SHEET NO. OF BY �f ASL Consulting Engineers SIGNATURE 1 DAT F� • `��� SUBJECT OFFICE ':': S4A � • � � •� ` .,� ` l �/ "` �+ r • ` p r , DEPT. G �K1� I 1 i-O.Zp Z% -0.67 t C�. I `ecnO" — C3t�cCH Ayr_ . 4VG 1 1 1 1 t�z ► � I.is ' ' I C.'►5 �0t •�,eo,aN I�t ,0. 13 ! QA, 0, 6 10 Qo O.oO( Qwo t 0.;4 d•2� Qtoo 0. I -0.6? �� SKETI �Q too tv.z6 Q 3 3 (, X8 6 Din = l8 L D - Oct 37.15 K • p,Z 81 3 x 1 o. S - ©,Z �ZJ o.�S 0.0 4 668 0, k475 - 318.1 x g z s9.3 g O, -`I O,S '' tr j am. %4Kt` 4Z � �j 4.5' I. z.s' C.7S 8 8' 4' B' 4 4 4.5' - - 6' 6' i it Z ZLR T t t t0.'IS , ,.ZS 8.3` t - 0.34 0 8.3 W 0.00 O � - O.C. 7 -D,S7 � -a57i QA, 0, 6 10 Qo O.oO( Qwo t 0.;4 d•2� Qtoo 0. I -0.6? �� SKETI �Q too tv.z6 Q 3 3 (, X8 6 Din = l8 L D - Oct 37.15 K • p,Z 81 3 x 1 o. S - ©,Z �ZJ o.�S 0.0 4 668 0, k475 - 318.1 x g z s9.3 g O, -`I O,S '' tr tv.z6 Q 3 3 (, X8 6 Din = l8 L D - Oct 37.15 K • p,Z 81 3 x 1 o. S - ©,Z �ZJ o.�S 0.0 4 668 0, k475 - 318.1 x g z s9.3 g O, -`I O,S '' tr u H 1 F J 0 r SHEET NO. V OF s 1400 ey ASL Consulting Engineers SIGNATURE A . 1 : 4 C M & " -uy DAT - Z � - � '1 SUBJECT 6 1 j c* ; = % ATT • Ir�A OFFICE - I _pMh A � n` V.k Lo m ��(''� \ 1 DEPT. \1�1 f EB EE . .w.�A OW E wTu.%-Ps 0, l O i� 0.690 -0.4,9 xS r $g,Ixs z. (Zia + © � 5 S, - T x 0.56 $ —0,ZG F z� Q.Z13 — O.O Z-1 y 6 C� 8 ,1 K ©. 30 = 4 S'Z x OJ63 3 � O , S6� x IO,� S x S r2 ,.. S g `.� �` 5 112 6Q = 3�.tS � 1 z-t 0.933 - 09)a 3 X i, 2 5 x S�'z (00.1 S 3�. 3� Z ja 4t�-.6 + sue, 3 + lao.1 +�z. C � Q,r+ 9 e ( 8 9 -1 x S rz c� o , C, C<a Foci 210 tc.l5 I �.z5 o,SI qly 1 1� 1 1 1 1 1 1 L J 1 u 16 ' SHEET NO. OF C r1 n J08 BY ASL Consulting Engineers SIGNATURE � r. OATE o SUBJECT OFFICE DEPT �.r � r C' V I K S � _. 6 O Z C� 8 0,00c8 _ �c a �5c�. �3 x o,sl �s - o, ,� '� S �`z = ZSo, �, °,z23 -0104 S F �a O, Z'1 Ck Z S 11 2 0,6 - 7 �� - 0, l "N 3 X z Y.2 = S 6 O S It Z ( 6 0 - G + l -7 0. 0 -t- ZBG,s S��Z 9 +60 5t + `8 '1,46 v'vwQ Ave stA: 4 - 104 (cF Q�10 t, 9 +-Go : \1 + S 0.004-0 120,0 I k 1 76, 1 Z t 0 tZD 1 �i +75 0, 0 0 - 74 163. � Z 1d-, G o. 0:5 0% 3 32.3 50.3 A., 31 +Cc =, 36 + O, O t 00 (rd�, �'1 ZB. � S, 3G 5'3 *00 O , 0 O6 3 St G G. 60tSo =6S+00 c>'0060 ` 1 Sa,O 2212 } g,�osta�- - ►��ro0 ol � � f ; 2 �,� i 9, '14{00 1 6 5 24 3 , 7 to, T9 4TO -r t + 0 ©, 00 4-2 t 2Z .`3 (� 93 +50 - 91+50 9 +60 5t + `8 '1,46 v'vwQ Ave L J 1� 1 1 J 1 1 1 1 1 1 1 1 1 1 SHEET NO. OF! JOB NO. BY =L ASL Consulting Engineers SIGNATURE a / DAT E ,( SUBJECT G 1 (' `T�111/ ► t G OFFICE � 1 MNA •^r S � V DEPT MA G� V L ARM 0;44( G A S 44A, 1-04; 'b r, GL too -to fflo . 7 1 18 , I 18 , - °.Z '• 6. S' io' �o' G. f;' 4' Q�L 9 fp,p - j I 0, 0 D I � P.33 4' 0.5' I , _• _ L Line - 9 ° /a -046 2 / 2 /° 4 6� Curb a Gutter ?� O Sidewalk - ) O'S ., LEVEL SECTION LOCAL STREET �_ 1,4E3GX � phl3o� x�YxS112 V1 91 —b — OQ 0.0 ' 1 S z Z x °,tom? 0.03 S'rz C 0.26 .~_ - i 0'6* 01 1 �( 0.53�(� I x O i O. / tr2 . Q too -' (SS- + 143.0 + 52, -t S ,Z) x S x 000� r 2S°s. 6x ©,0632. ' SHEET NO. OF ' JOB N 144 By +`^y,� • c 1 / _ ASL Consulting Engineers SIGNATURE � u Z '� Nh ' DATE! �1 SUBJECT -641 OF I A OFFICE \ 'rA ' , X T ; � CU DEPT _��� �r t . GI V ` 7�V�G[� ` •_� � C.L ` • F; �/�`L V�ICw i 0 i' l 1 4s6 .2 K I O 4 (� O.O ks' 3 1, 0.4c. 3-0.2 1 x 6,S 0.26 J = 241, x � 0 l26 - O.O 1 M OIZ6 J a -0 4-6 O Z23 -0, k_ S i � 2s. 4 + ion-, + ►n 1 1 1 1 1