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HomeMy WebLinkAbout1922-D FINISHED SURFACE OVER • � C OF STORM DRAINCV 04 F 1290.27 10 clt tF f 1 I 1 ; t M Ilki ; m •Y 1 ` i _ . • _ • _ C4 C4 r g I VI N H� N I { ! ! I I f C f t cri 10 11-4 HGL 40 t 290 __ , _ FINISHED SURFACE R ,�, � X90 280 280 $ T OF STORM DRAIN � i f { 4�` ' f r�� lR 16369 AA? PLANS ------------ � I i s 1 1280 - - -ti-- ---j _ _ 1 80 270 _ 1270 S.0 0101 001 � n - •°°` Qw-4."S k Qw-4.scFi Q.-S.1CFsft j V-2.72FPS V-2.72FPS ? w w V=12.50FPS 1551 LF 24.0!5 LF 52,x5 LF $ g � � I � EA:16" l� EJ1:16' IFC.'P EC 111' RCP DEE,1500 ; 0=1500 D-1750 d J e q J h r w w 1 f I f s I V i � 1270 4,,,�15.ti C „ass CFS .3 CFS . 1260 - .� � � 1 X70 � - w3.22 FPS V=7.88 FPS V=5.38 FPS V=5.37 FPS w � � Asti r G11�1157. 2&.6 LF Jr &M 0=1250 Laal r 146.'52 LF Jr W DL-12W I ! r 29.410 IF 24• NM 0�12� 10 47 IF 2e OW D-I � LAT. 'A-9.11 � �T. 'A-9.12' LAT. A-9.2" { i �- 4.9 CFS =15.8 CFS { F i j I V=3.52 FPS V-3.22 FPSI CONMACM 70 MR" 51.48 LF UY IF Pf m 70 G10V1'S1RlK'I10W Lx Jr RCP � .v RCS LAT. A-9.T ' PROFILE SCALES D-1250 D-1250 f • 4 HORIZ. 1"=40' 5 I i t i i i s VERT. 1 4' 0 1 2 3 4 5 6 7 8 9 PLAN SCALE p 3 1"=40' EX, STORM DRAIN �' PER TR. 16369 0; '� j s a d u •� E(o "A-9.15v IMP. PLANS g io ce cp iii . .� �o_ _ _ v, NU X37 E25 4' -tillZ� °' z^ 3 � 1: RESER VE P SEE PROFILE ON sllr 5 WINERY DRIVE Cy; .� / A L&j .� �'.f ,� `�4, `.*"! „ _ - ,; I `�' �,,N 3 3 E R/G�NERELA CE 32+79.00 ST. STA. - I h a IE INT, Z , 5 s I-�' z ,, I 32+79.00 ST. STA N o W r = y '�. ^ CB 58 W=7; V=6.8' o g I o g H b m __ �" g •o `� m 3 o+ CB 157 W=7; V=6.8' TRACT BOUNDARY 8 g g z a UT. "A-91" --._ __-. __.__ S g Z .. - tr, "A_ 1" U _ W °� s-- + + Ey 2 LAT. 9. i �. , ; - _.___ _ m N N 34'40'18' W 17.51' - SEE ROFlLE ON SHT. 5 _ --- _ _ P - -� N �, o � - C07 j ..-.b_ +50, D N F W G 40' 20' 0 10' 20' 40' , C 55,1 / C N5918T 4W 31 �' - 8+60.84 LAT. 'A-9,1' RY DRIVE 1"=40' GRAPHIC SCALE c �_ w I 0+18 66 92,17' 8 / Q \, ------ I =0+00.00 LAT, A-9.15'&"A-9.16" WIN E JOIN Ex Rc _ v��� 30 3' RESERVE PLACE --- 31----�---__--- JIM Lx Ex47c 3 ----- Z 4, 1Si LAJ EX, STORM DRAIN 41 A B _ _ - Z N _ - -- N _, �, PER TR 16369 F INTT. STA ^ CIO - _ _ - - - _ IMP. PLANS 27+63.21 S ! r Q I W = vi - `,+� FCB 64 W=12; V=5.8' roENncAL Po/Nrs � � UT. "A-9.2" o �, m N - SEE PROFILE ABOVE m o i � ARBOR LANE 4+37,96 LINE 'A-9' o z 4 � � lNT EXIsnNc M.H =0.00+00 LAT. A-9.2' Of3�� Z� � 36 S b; � � 3 z N , m �2g `d' 3� 40' 20' 0 10' 20' 40' mW 3 V vWj 1"=40' GRAPHIC SCALE 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES oQ�oFESS,nNI STORM DRAIN PLAN FOR 0 C. LATS. "9.1"; "9.11 TO 9.16" ® CONSTRUCT 18" RCP STORM DRAIN C D' LOAD PER PROFILE). N Z TRACT NO. 16371 31 CONSTRUCT 24' RCP STORM DRAIN CD' LOAD PER PROFILE). N. -30- ,,, Exp. 9-30-05 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. CURVE TABLE 0 V1L �P ©3 CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. # A R L T qTF A� CALIF A 1 ° 16 '52' 295 , 00 ' 6 . 60 ' 3 , 30 ' APPROVED 8Y ���� , DATE: 24953 4 CONSTRUCT TRANSMON STRUCTURE NO.3 PER CITY STD. N0, 336. CITY E N G I N E E R ���/� � RCE NO ® B 24°21 '52' 295 . 00 ' 125 . 45 ' 63 . 69 ' 35 CONSTRUCT 30' RCP STORM DRAIN ('D' LOAD PER PROFILE). C 27- 16 ' 18' 305 , 0 0 ' 145 . 17 ' 73 , 99 ' CITY OF RANCHO CUCAMONGA DESIGN : MORSE SE 17320R."A". RECO NDED Swift 350 36 REMOVE BRICK AND MORTAL SEAL. D 93- 05 ' 16' 45 . 00 ' 73 . 11 ' 47 , 49 ' BENCH MARK NUMBER 10051 R.P.P. OOK1CM trim,CA 92614 + Veice:919-251-R•21 SHEET 3© CONSTRUCT CONCRETE COLLAR PER CITY STD. N0. 329. E 2* 16 '49' 495 . 0 0 ' 19 70 ' 9 . 85 ' ELEVATION : 1300.686 DRAWN " - R C M U t T Z FAX: 949-251-0516 F 5°23 ' 09" 5 05 0 0 ' 47 47 ' 23 . 75 ' SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF - RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P l NERS ENGINEERS SURVEYORS 6 OF 6 G 79-46 ' 06' 45 . 00 ' 62 . 65 ' 37 . 60 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING NO DESCRIPTION OF REVISION DATE CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END _ __ CE NO 20596 IAS APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE '� ILE NO ` D I:\52526\IMPLANS\TR 16371\SIP06.dwg 10/15/03 PROJECT SHEET NO. OF