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HomeMy WebLinkAbout1800-D BENCHM K BENCHMA K NO. 96-B AT THE NWC: OF AVEN AVENUE AND 19TH ST 44 W C/L HAVEN AVENUE & 83 FT. N. C/L 19TH ST. SET DRIVE PI W/ C S TAG IN 70P AT THE E. END OF-24" CUP. ELEV. = 1430.666 H WALL FOR _ _ PE THE ENTERL TEMPORA BENCHMARK - _ _ . " I 1 IRON AT C tNE - Q ION 0 FOOTHILL BLV AND ROC ESTER AVE. NORTH SEC 0 d � +� 6 TAS. .6W. S.B.B.&M. ELEV. = 07.3 co r- + + + �� ca -• 1 II m v a ai OVER CL Pin da = x � M 1 _ I 'E'S "m CL PIPE o g FS t7VER PIPE ... II ..• c> o~ ���°� ��,� ''' a e a c o C m ` �+, II t'Ael , �Ex+] 6 FS OVER CL PIPE FS OVER CL PIPE o o �G� o o � = ni ,6 . II 1 'S + o m $ HGL Cp I�r v m _ o u c + o+ , 000+ �y 12 00 .. i► -. w HGL TC8 .45 II 1 .38 IN II 8 WATER 5_.0111 HGL HGL !j=57' .. 1 �5 5O INy 0� ' 1224. I I-(S=.004 7) 111V 1224.65 INV 1 RCP $,©3 z x 2Q 1 _ _ 1224 65 18 RCP II V 1224 8 RCp 24 RCP z � 1224519 INy 0172 X22 ES,5 EL S ice' S=.0043 x EL S - 1223.94 INV Go C�ai �c1'G 5-.0716 1 1 5=.1616 I I 8 WATER °° � [� IAV3 5 1 Y { 22 fill 1YV� a > 0 1`�t'4 + '-' ��23 A Y x222.61 INV 3g.. 3 I1►r1, g gC Ex 42 a x a z z a4 z .-, r, 9 Iry '" -, a 36 WATER RCp w m m m . tom ,� m � S a s z w w a w Z z M 1219.87 CO Uji- IIIT m �� o ao t` � c`2 c+� z °' 0 22 INy a. z rl• z w o q 8 SS `• `' • o+ � 8 SS + N tiM C\2 `tom 02 W � .� q " . C � Uz r,� � � 00 wr, .,� w as z Wz zx z zz c n � 0100='52.3 cfs 0100=47.9 cfs Q100=32.3 cfs E3rn (D� Q1 0=25.0 cfs c a w w + ao ,�z a; �rn Q100=6.8 cfs 0100=6.8 cfs i coo m Q100=15.6 cfs 0 -4 m 0 Q100=56.6 cfs Vmax 7.4fps Vmax=6.8fps Vmax=4.6fps � k6z V ax=9.1fps ca cv q + ,4 A Vmax=3.9fps Vmmc=3.9fps � ,4 o Vmax=S.Ofps + Vmax=8.0 + + + + CV o .-• z n n w CO co nt + CV + Chi Cit + + N INSTALL 3 7.8I LF w.4 �m INS A 313.76 IF -4 .4 .� .� .� ­4 ­4 . . ., 36" RCP - 1250 D 30" CP - 1250 D IN TALL 40.39 LF INSTALL 666 LF - - INSTA -665 LF CONTRACTOR INSTALL 50. 7 LF 1 E " RCP - 1250 D 18" RCP - 1250 D 24" RC - 1250 D VERIFY PR OR TO PROFILE O F I LE 24" RCP - 1250 D CONSTRUC ON Q100=15.7 cfs LATEqAL A- 1 � LATE! AL A- 2 _ _ LATER L A- 3 HORIZ 1"= 40' Vmax=8.0 ps VERT 1"= 4' 10+ 00 11+ 00 12+ 00 13+ 00 14+ 00 15+ 00 PLAN 1"= 40' 16+ 00 1"7+ 00 1+ 00 1+ 00 1+ 00 SCALE IN FEET 0 40 80 120 160 ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT Ol 45'38'06" 45.00' L=35.84' 18.93' Q2 37008'16" 45.00' 29.17' 15.12' Z Z Q3 8029'50" 45.00' 6.67' 3.34' SCALE: 1 " - ® N 4'04'48" E 16.86' - 40' N 5 N 49'05'08" E 44.55' © N 40052'38" W 11.31' 70 N 4004'48" E 75.65' A 86010'06" 45.00' 67.68' 42.09' E.CO Ey a �� ® 0001'34" 808' 0.37' 0.18' m QO 9'51'25" 808' 139.01' 69.87' �; d + o a w + �. N 36'29'52" W 11.26' U + 00. Cr) © 0012'25" 808.00' 1=2.92' 1.46' + -4 PROP. 8" SEWER t M t i t MALAGA DRIVE d �? cl 1NT- '� b 3 19017'28" 808.00 L=272.05 137.32 • r. w H 12+09.51 LAT A_3 PROP. 8" WATER Q' f O EX 8" SEWER CP o F o B 1+p0.00 __ - -- _ x ® N 26-52'22" W 17.24 " _ o a - BUNKER HILL DR _ -- - - _ _ w 0 ,. t EX 8 WATER I _ rkCI _ 5 72'18 25 22.50 28.39 16.44 y lo+ I o + + a `� SEE MATCH LVE MATCHLINE �' 45'26 03 ` '� U © N " E 10 50' AT RIGHT '�' • . o 0 o 42.28 c1 INT= I I � .-. .-, � � _ � --- 2 o N 52'42'30" W 46.38' 1+00.00 LAT A-1 I ' v' 12+09. r� 3 ' ''� I 14 PRC r co � 7 �► o II I - _ 139.37 T 6 .86 D 19°29'53" PC b o cn R=808.00 L- _ _ = 10+13.12 .1 it ; 3 - - 5 - - - - -- - -- - ---- - -808,00 - L`2 ca PROP. 8" �' �_9°52 - - -- - 04 -- - 14 __ JOIN EXISTING 36" i I 6 SEVER }� 74 97 T=13 RCP-REMOVE INTER- , � -- - -- _- i PROP. 8" 'WATER 9 - - - •- '� FERING PORTION - - ' - CID 10+00.00 cl INT. I �� a, x 5 =13+53.21 cl EX N _ 9 PT=1+45.63 CID SEE CITY DWG. NO. 1555-Di I o \ + � IN 4 33'18' W . '� - b� cn M ► ► SHEET 3 OF 4 I � i � ' �; ; } - ---� N -� ► ► 1+56.13 END " \ 4 3p» • ` 6 t RCP LAT 18 k', CO 4 I A 13.12' � �' -- -- � � I! \ a�o� v 8 1 I ' �� ', i I ', � 'I � �, �d rn� a � ► cU YO • II r ST. STA 10+81.75 \� w a I► IOTi 4 TA W 15 cl CB 1 x - f C' ii 5 41 cl CB n SEES COU r T "� Z I W=5 , V=4. EDARBROOK P V=4 4. 4 �I1r'�*?, I2 OV I? 32 1+44.55 END 18" '�+ w LACE F 13 Q 88' RCP LAT A-1 DESCRIPTION OF REVISION DATE APPROVED Cr Iw � CITY OF RANCHO CUCAMONGA TRACT 151'7 4 � BUNKER HILL DRIVE � O RADCLIFF PLACE BUN STORM DRAIN IMPROVEMENT PLANS CONSTRUCTION NOTES LINE A AND LATERALS A-1 THRU A-3 41 INSTALL 18" RCP - "D-LOAD" PER PROFILE LINE A 42 INSTALL 24" RCP - "D-LOAD" PER PROFILE. 5 APPROVED BY: DATE: c CITY ENGINEER t J,� �,((��, ll Underground Service Alert 43 INSTALL 30" RCP - "D-LOAD" PER PROFILE Cc. ��_ t RCE. 2 953 r CALL 44 INSTALL 36" RCP - "D-LOAD" PER PROFa& No. 62183 N DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED w) TOLL FREE ? 10601 CHURCH STREET STE. 107 �. 45 CONSTRUCT MANHOLE N0. 1 PER CITY STD. N0. 318. � �� 9-ao-°' � A.S. 1-800 46 CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY STD. N0. 331. c��1�. �` DRAWN RANCHO CUCAMONGA• CA 91730 SHEET 227-2600 4 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. �CAk- A.S./J.K.D. PHONE (909) 948-1311 10 OF 13 48 CONSTRUCT MANHOLE No. 2 PER CITY STD. NO. 319. CHECKED RCE No 62183 DRAWING N 0. TWO 'WORKING DAYS BEFORE YOU DIG /¢'s' DATE tI- q-O ► FILE No 1300-D PROJECT SHEET N0. L- _OF__ J:\652-1384\storm\sd2.dwg, 11/08/2001 02:48:00 PM, sc BENCHMARK BE K At E NCHMA NO. 96-B TH � NWC OF 1AVEN AVENUE AND 19TH ` CNI ST. 44 . W. C/L HAVEN AVENUE OVER CL PIPE & 83 FT. N. C/L 19TH ST. SET _ CO) tl _ -. RIVE PI W/ C.S. TAG IN TOP AT o ol + _� It THE E. E D OF HEAD WALL FOR 3-24 CUP. ELEV. = 1430.666 _ ddb Ctt� _ x �� ;EM RON IPEENCHMARK AT THE CENTERLttVE V 6.1 W 11=4 + _ _ 6 INT RSEC ION OF FOOTHILL BLVD. �+� d FS OVER CL PIPE rn x _ m o AND ROC ESTER AVE. NORTH SEC FS OVER CL PIPE 6 T.1 S. 6W. S.B.B.&M. '- o _ 9 LEV. = 07.36 _� 0 + -+» 0148 - -.._ .� o HGL 1 G Ol �-' d HGL - x q8 �. x V=5.5' ��.q� �� _ co FS 'OVER CL PIFEw=14, d - Q.8 v EL 3 S 9 IRp S=.1818 1� z HGL B _ V= 0 1<=14' 6A 1 Cp + � zce. CVCV co C.1-14 S� �.� 0100=15.7 cfs i` [-� VmQx=8.Ofps Z _ z o cr) C675.E az z to a O� co g 1tCp a Z m o Q100=8.6 cfs m Vmax=10.1 fps . . _ 0.' r, _ a _. M _ w -4� � � r3 r3 A a, w a s w V-4 V-4 w w 03 z A o 0100=7.3 cfs - o w 4L w m 0.,x zVmax=4.lfps x Z r� c� o r_ `" w "" w Q100=7.1 cfs C\2 -4 Q100=8.6 cfs 0 o Q100=8.6 cfs � o o m o Vmax=7.8fps Vmax=7. fps CV o , m w Vmax=11.5fps + + + + + + CV w r+ INSTALL 94.52L.F. � I STA 216.14 F. � � INSTALL 297.47 L.F. _ + f 24" RCP 1250 D 24" RCP - 1250 D 24" RCP - 1250 D INSTALL 52.72 L.F. INSTA 7.37 L.F. 18" RCP - 1250 D 18" RCP - 1250 D PROFILE LINE AHORIZ , "= 40' LATER L A- 4. LAT RAL A- 6- 17+ 00 VERT 1 = 4�18+ 00 19+ 00 20+ 00 21 + 00 22+ 0 PLAN 1"= 40' 23+ 00 24+ 00 25+ 00 1 + 00 1 + 00 SCALE IN FEET 0 40 80 120 160 i I , CONSTRUCTION NOTES M i r 41 INSTALL 18" RCP - "D-LOADr PER PROFII.E W 1 r r r 1 � I - • - 42 INSTALL 24 RCP - D-LOAD PER PROFILE. M 43 INSTALL 30" RCP - "D-LOAD" PER PROFILE. � 'I ' PROp• 8 �� 44 INSTALL 36" RCP - "D-IDAD" PER PROFILE. ' 8" WATER PROP. 45 CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. I _. 46 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. NO. 331. BLACK HORSE COURT 4 CONSTRUCT CONCRETE COLLAR PER CITY STD. N0. 329. ; � 48 CONSTRUCT MANHOLE NO. 2 PER CITY STD. NO. 319. Y 6 ' 12' 18' 411 a' 12 --- ^' �. co�� I ---- - - - - -- ---_- ` - - _ - c - 05 6.00' kI 1 _ - ` 7 18 i � o - rn �E>�.6U - d ! - --- - g N � - -- _ _ _ , I � coT/T t7l t ' I -- x _ PROP. 8" s �G / 3� cI MH 1 � °�°• � PROP. 8" L'1PER � 19+22.36 m WATER 1 I 1 + C'7 T CQ 10 I 11 - DESCRIPTION OF REVISION DATE APPROVED s CITY OF RANCHO CUCAMONGA- a TRACT 1517 4 STORM DRAIN IMPROVEMENT PLANS p LINE A AND LATERALS A- 4 AND -6 ST. STA. 5 A B i 15 +62.0 2 c 1 C # I 1 - A _ V 4. 1 _ 4 W 1 , 3 � APPROVED BY: DATE. u / qq 1 s ITEM N0. DELTA/BEARING RADIUS LENGTH TANGENT c Underground Service Alert � I I � CITY ENGINEER �� � RCE. 2 95 g 1 N 52-42'30" W 67.84 <^ ' END � � N0. 62183 N DESIGN RECOMMENDED r 1 +11. 31 " a� CALL ' lg RCP LAT A-6 Q2 N 7-42'30" w 11.31 MADOLE AND ASSOCIATES, INC. q� TOLL FREE 17+37.70 cl INT ► RCP * Exp: 9-30-05 A.S. �p " 10601 CHURCH STREET STE. 107 30 N 52 42 30 W 186.48 �� RANCHO CUCAMONGA, CA 91730 O .1+00.00 LAT A-6 •� ciVt�- � DRAWN SHEET 1-800 O� PHONE (909) 948-1311 �+ 4 . F P� 45.00 70.69 5 00 4 90'00 00 of � TCHLIN Q cAL A.S./J.K.D. 11 13 Z - A F M o 227-2600 ER HILL DRI OF 13 Q 3'32 35 1056.00 65.30 32.66 62183 • BUNK SEE SHEET 10 CHECKED RCE No DRAWING NO. TWO 1lrORKING DAYS BEFORE YOU DIG © 16'1420 1056.00 299.29 150.66 AT DATE <('1'0( FILE No 1800 - C) PROJECT SHEET N0. L 3_ OF__ J:\652-1384\storm\sd3.dwg, 11/08/2001 02:47:24 PM, sc BENCHMARK BENCHMA K NO. 96-B AT THE . I`1WC OF iAVEN AVENUE AND 19TH ST. 44 F . W. C/L HAVEN AVENUE d & 83 FT. N. C/L 19TH ST. SET _ . Cl) _ _. _ _ DRIVE P H 6 TTHE E. E D OF HEAD WALL TAT FOR x r1 $ 3-24" C P ELEV. 1430.666 M� 1�� $ . � � _ - TEMPORAI Y BENCHMARK FS OVER CL PIPE + ,a I A HE CEN E tNE . INTERSEC ION OF FOOTHILL BLVD v AND ROC ESTER AVE. NORTH SEC 6 T1S .6W SBB &M . W> L - 07.36 JLFIIIIIIII, -r%j I co ;'16 V=5.5' CIO CD W=5' Co cc HU 1238 72 Z R V ATE z 1233.3,2 I � EWE . _ _ r. z H 8 S .., a z �1w/18" CASI co G) _. CIQ � � 00 JL AI tj 1V vil W + �2 + � 9 35V 12 a61SS a a a z _ - x a 3 a z r� o 100=9.3 cfs z z '" �i _ Vmax=8.3fps w 9 . z r- CO + � a _ _ 00 � o car, � o IN � . 5 CQ It -, INSTALL 303. 8 L.F. d INT 135.7 IL F. 24" RCP - 1250 D LATERAL A- 1 24" RCP - 125 D PROFILE HORIZ 1" 40' VERT 1" 4' 1+ 00 2+ 00 3+ 00 4+ 00 5+ 00 6+ 00 PLAN 1"= 40' SCALE IN FEET O 0 40 80 120 160 CONSTRUCTION NOTES _ II - ----- -- - --- 41 INSTALL 18" RCP - "D-LOAD" PER PROFILE. 42 INSTALL 24" RCP - "D-LOAD" PER PROFILE. w 43 INSTALL 30" RCP - "D-IDAD" PER PROFILE. -� 44 INSTALL 36" RCP - "D-LOAD" PER PROFILK Q le 45CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. 46CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. NO. 331. 4CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. 48CONSTRUCT MANHOLE NO. 2 PER CITY STD. NO. 319. 49 BACKFII.L TRENCH PER CI'T'Y STD. N0. 120. 50 PROTECT EXISTING PIPE PER CITY STD. NO. 340. u YO RXT OWN COURT BUNKER HILL DR -- p� N_ — �w To 12-110. �� I - - : , CC)w03 44 C - _ _ — Co �_ 1 16+69.86 Cl INT= _ _ 1+00.00 LAT A-5 I � I 8" SEI 'R �. ., r .,�.� 1 / C � 1 3 -� C2 8" WATER 1 ;. t . t O� 'co " + - �� 4 1 �� 12' ' g' 1 + g r» 11 11 - 11sCb ae �\ h : ♦ '� p �l CO h ♦ \ LINEA10 SEE SHEET 10 OF 13 + DESCRIPTION OF REVISION DATE APPROVED - CITY OF RANCHO CUCAMONGA- a TRACT 15174 o� STORM DRAIN IMPROVEMENT PLANS p LATERAL A— 5 LATERAL A— 5 Q APPROVED BY: DATE: a ITEM N0. DELTA/BEARING RADIUS LENGTH TANGENT ,��5-'� � . Underground Service Alert 7.4 '30" W 22.83' CITY ENGINEER10 °b� Ql N 2 'l �_ � C(c t �11��4� RCE: 24953' CALL 0 45ro0'00" 45.00' 35.34' 18.64' �, No. 62183 �, DESIGN MADOLE AND ASSOCIATES. INC. RECOMMENDED E�: 9-ao-o5 ,� A.S. j, TOLL FREE O3 34'41'54" 45.00' 27.25' 14.06' 10601 CHURCH STREET STE. 10, O C i V j\- �`P D RAW N RANCHO CUCAMONGA, CA 91730 SHEET 1 -800 ® N 90'00'00" E 13.76' �CAL�FO� A.S./J.K.D. PHONE (909) 948-1311 2 OF 3 Z 227-2600 Q5 S 83'31'9" E 58.39' f_ CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG © 51'20'41" 22.50' 20.18' 10.82' ll—�'J 1 FILE N �41 DATE �'° o 1800-11c) PROJECT SHEET NO. J-1 OF____ J:\652-1384\storm\sd4.dwg, 11/08/2001 02:46:58 PM,sc BENCHMj LRK BENCHMARK NO. 96-8 AT THE NWC OF iAVEN AVENUE AND 19TH ST 44 W C L HAVEN AVENUE & 83 FT. N C/L 19TH ST SET DRIVE P! W/ C S TAG IN TOP AT THE E. END OF HEAD WALL FOR 3 P ELEV. 1430.666 c TEMPORA BENCHMARK - IRON SEC ION OF FOOTHILL L INTERE m AND ROC ESTER AVE. NORTH SEC 6 T.1 S_ .6W. S.B.B.&M. co Pt 104 f%) ELEV. 1207.36 C\1 Cf)-H F'S OVER CL PIPE o00 di coo o + - 02 C SH SURFACE CO (n 44 7 V=6.7' Cf 0 R PIPE ii V=5.2' _ 11=T 0 ��� a Go HGL 11=7' g 14 . _ HGL _ _ _ L 14 _ ar � _ E s Ifs Y CJ6��go 3p 1 H H U 15 -- - - - - - - - - 6666 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ���pgC4 'az OD P-P �w CV � ,� z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - �S=.0040 '� C�01 ~ — - - - - - _ - - o�+ � CO C1�� CD C6 O 00 6666 — _ _ - riN 0Cq w CVCA IAS z + C\2 .1 -+ CD CCQ CV +0 CC�t 0 Cq OCV m� Chi Ifs W co O + + VERIFY PRIOR TO p" max 0100 82.6Cf s max 16.6 fps � vo as O 6.2 cfs H CONSTRUC ON z w z vv�� z CD 00 - 0100=8.1 cfs 90 Pa . - . w ItV CO z max=10.3fps f +,.., o V'max' 8.3 Ps' m o 0 CO Q,oo=16.2 cfs -� N1 41 + _ INST 212.25 LF T 93.51 ------- INST LL 27.70 LF 24" CP D-1250 24" RCP D-125 _ . _ - RCP — 1 18" C 250 D PROFILE _ . . . _ . . . . . MALAGA - . : : . : _ oLATERAL M` l . . . _ _. _ . . . _ . . _ - HORIZ 1" 4 . . . VERT 1"= 4' 22+ 00 21+ 00 20+ 00 19+ 00 18+ 00 17+ 001PLAN 1"= 40' 16+ 00 15+ 00 1+ 00 SCALE IN FEET 0 40 80 120 160 IL O. CONSTRUCTION NOTES 41 INSTALL 18" RCP - "D-LOAD" PER PROFILE. J 42 INSTALL 24" RCP - "D-LOAD" PER PROFILE. C LARIS A PLACE s 43 INSTALL 30" RCP - "D-LOAD" PER PROFILE. SEE SHEET 11 OF 13 44 INSTALL 36" RCP - "D-LOAD" PER PROFILE. 45 CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. 8 WATER 0� � 46 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. NO. 331. • 3 4 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. o48 CONSTRUCT MANHOLE NO. 2 PER CITY STD. NO. 319. 1+31.64 ENS 4* z' 20' 20' 12' 3p G ID 3 _RCP LAT M-1 14' ' " m CV C� U of ,.. ' 1 1 PT=1+23.23 0� n ° CQ Co 5EE 11 j s ST.STA - o x m m 5 p _ , Y 10+81.49 el CB #6 ( g + 11 .� o er - g0 _ . , �'', ° n coco - R' 21+97.10 END 24" RCF 3 °" a. 0 k / 4 5 n 16k00 - -✓ ./ / / w - - - co -Irk b 2100 n 106.10' 20+00 47.96' 19+00 -14°43'14" Iv 52°42 130 11 1���1.U6 in - � .- �- _w Y/ / to ' N N � Z DESCRIPTION OF REVISION DATE APPROVED ------ col ___-- CITY OF RANCHO CUC' AMONGA— a MALAGA DRIVE TRACT 15174 2 STORM DRAIN IMPROVEMENT PLANSoc � ALASA s . o MALAGA DRIVE & LATERAL M- 1 I / APPROVED BY: DATE: ol- CITY ENGINEER �t �� ,��/� j ( RCE: 2 53 ITEM N0. DELTA/BEARING RADIUS LENGTH TANGENT �t�.s ) Underground Service Alert O 45.00'00" 45.00' 35.34' 18.64' � Fes' ((� No. 62183 N� DESIGN RECOMMENDED CALL O2 N 7.42'30" W 33.80' tea: 9631-1s A.S. MADOLE AND ASSOCIATES, INC. r TOLL FREE 10601 CHURCH STREET STE. 107 O O3 N 7 42 30 W 38.84 `� RANCHO CUCAMONGA, CA 91730 1-800 ® N 37'17'30" E 5.56' � c f0��'\ DRAWN PHONE (909) 948-1311 SHEET A.S./J.K.D. 13 OF 13 Z 227-2600 0 45.00'00" 22.50' 17.67' 9.32' 62183 T1/0 AORKING DAYS BEFORE YOU DIG © N 82'17'30" E 8.41' CHECKED l/ �q-o r RCE No DRAWING NO. ,4-J' DATE FILE No SO0- D PROJECT SHEET NO. Ls OF_ _ J:\652-1384\storm\sd5.dwg, 11/08/2001 02:46:24 PM, sc