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HomeMy WebLinkAbout1938-D f f , I A � h w t 1 . m + i f FHSHE0 SURFACE OVER` 1 + 1 � ; �"fNISHEb SURFACE OVER 8 T- OF STORM DRAIN OF STORM DRAIN ' 8 w H 1250 ,� ... -1250 1260 FINISHED SURFACE OVER' OF STORM DRAIN s F t! ! �• �`�• !:! IR100 E! 1pID�_. '` $-0.01170 (tl - N �0 0070 ! 1fR 0.0070 � I I`f � Q 00h1 { 1240 >r ,,.� � 240 1250 - _ _ 1240 �o.ots+ ! s-0.0m morondoo 0010 i S.00 Qe' A i 11 .w �' � �' �� o � '� 1�1 i� -� .01 A �r 2!£2 LF5 �1�9a .3 CSS td f0 14.? 1 Z 1 FPS ^ QIW- 4.9 CFS �' * 1�4 92FPS w Q Q !�6 w w s fW f W V 2n FPS X81 v 4512 FPS ' a w N 1� 534 fPS _ _ _ _ V 5�R# fPS _ _ _ . __ _ _ _ _ _ _ _ _ _ - . _ _ __ _ _ _ _ _ . . .. _ 1230 1230 1240 1230 i cow.. c off.. COW. �� �N ^ � � � rte` 77.49 LF ow.. 10395 Lf IU05 Lf Ja57 Lf GbWr ?477 LF?4''RCP 30.91 Lf � w � o N 7.47 LF IX 30' RCP 18101'1 -D .TO' RCP D� 1250 3d RC,p ?4' RCP D� 1?50 18' IPICP �' s w $+'•. 18' RCP , l 0100 ra0 Cf5 Q1AD ra0 c S D-1250 D- 1250 D- 1250 0= 1250 V =11.71 FPS V = 11.71 FPS 1 i e I : 1 : W.8f LF MST. f/538 LF t LAT. B-1C t G1AW1101G'It71P » PRbIR IX 24' RCP (1800-D) 24' RCP D- 1250 I TO BEGINAM LbINSTRWWN. } } f PROFILE SCALEs ►T. B 1D LAT. B 1C1 HORIZ. 1' =40' I i VERT. 1"=4' I 10 11 12 13 14 3 15 PLAN SCALE 10 11 12 ^- 10 1 =40 v mm R R EXIST. 48' RCP PER f ,. 1 SHT. 10 OF 15 CHURCH N IMP PLANS CFD 18 + � DRAWING N0. 1877 0 / LAT 1 0 _ EXIST. 4e RCP PER .. r' N1738'18"W 49.62' 4J 3 l s i `- LAj ,� SHT 9 OF 15 CHURCH ST. IMP PLANS CFV 1B _ 1 c j j 15+40.57 _. _ l� N + - ORAWING Ala. 1877 tri N 32, END PIPE ? - r IP NS41'35�1V 41.29' -... . _ _._.._- ._.- ....__-.�__Y + FREESTONE COURT j A o 10+56.87 Sr STA 3 i V wIM CB 19 W=14; V=6.7 �� -- -- 40' 20' 0 10' 20' 40' `�` yam► _ V - LAT. "�-1 C4" 30 VLL '�'- SEE SHEET 8 \ 31 1"=40' GRAPHIC SCALE _�3 m ,m A GQ`\ - \60 (� , Lam., 2 b i i V N2725'48'E 36.09' I "� m >�o N ^ g5 � w'� o �' m a g 31 ^ �0 PG /I In W 3 •' �`' $ �. C:zl �• m o Qj o ' W I �� LAT. B 1 C3" LAT. B-1 C" w W = 3 D / SEE SHEET 8 0 �' o o m 30 N9'20'34'W 14.60' m go h 0 C 10+14.60 0 0 ml 2 36 ~ END PIPE 3 u 38 14+35.02 ST. SIA 3 31 0 C CB 121 W=8,- V=6.9 g �' LAT. "B- 1 C2" �1 SEE SHEET 8 \ 40' 20' 0 10' 20' 40' _ ml 1"=40' GRAPHIC SCALE CITY OF RANCHO CUCAMONGA 2~ s �� 4 g m m �oF Esso STORM DRAIN PLAN FOR CONSTRUCTION NOTES A o J�� �°�,�� aq`�� LAT. "B-1C"; "B-1C1"; "B-1C3"; 30 CONSTRUCT 18° RCP STORM DRAIN C D" LOAD PER PROFILE). �+ g ~� CONSTRUCT 24" RCP STORM DRAIN o" LOAD PER PROFILE). � g CURVE TABLE �, No. 20596 � m "B-1C4" 8i "B-1�" 31 ) w, o ## A R L T ���I� \* TRACT NO. 16373 d Exp. 9-30-05 � 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. I' A 32-59 '24' 45 . 00 ' 25 . 91 ' 13 . 33 ' 9�F 33 CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. 3 B 24- 17 '40- 22 , 50 ' 9 , 54 ' 4 . 84 ' OF CA0 APPROVED BY DATE: 4 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. C 57-49 ' 05- 22 , 50 ' 22 . 71 ' 12 . 43 ' CITY ENGINEER ` h �� RCE NO 24953 35 REMOVE EXISTING TEMPORARY CMP CATCH BASIN AND 24" RCP D 0- 16 ' 12' 520 . 00 ' 2 45 ' 1 . 23 ' TO MANHOLE; PLUG MANHOLE WALL WITH BRICK AND MORTAL SEAL. E 18- 19 '36' 520 . 0 0 ' 166 . 33 ' 83 . 88 ' CITY OF RANCHO CUCAMONGA DESIGN y ■oasis 173204.e1,fAvR RECOM ENDED R.P.P. . Suik 350 F 36°35 ' 04' 45 . 00 ' 28 , 73 ' 14 . 88 ' BENCH MARK NUMBER 10051 z. .o�,�� CA 92614 ELEVATION : 1300.686 , I �t Voice:949251-4921 36 REMOVE BRICK AND MORTAL SEAL. G 6°31 '24' 45 . 00 ' 5 , 12 ' 2 , 56 / DRAWN , SCRYLTZ FAX: 949-251-0516 SHEE SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF 3Q CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. H 29°39 '59' 45 . 00 ' 23 . 30 ' 11 . 92 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P L N R S ENGINEERS SURVEYORS 7 OF 8 ® CONSTRUCT 30' RCP STORM DRAIN ("D" LOAD PER PROFILE). (DI 31 -22 '57- 22 , 50 ' 12 , 32 ' 6 , 32 ' CITY CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWIN NO. DESCRIPTION OF REVISION DATE MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO 20596 APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. D TE 4 LE NO I:\52526\IMPLANS\1R 16373\SIP07.dwg 1103/03 PROJECT SHEET NO. OF t ` ( FINISHED SURFACE OVER ; { 1 ; OF STORM DRAIN W } 4L ' I iFINISHED SURFACE OVER I � � f i N , �c OF STORM GRAIN i I - 1260 _ t 1260 ' 1 250 r IGL ' i 1 '► F i j i FINISHED SURFACE OVER OF STORM DRAIN f i { i a 1 1250 1250 ' _ L1 f 1240 HCLM —wil NIX IQ V-0.96 fn Q Y5 z 11=4.9BFPS t L r MLF w r • w 18' RCP cawi s f t I h L�1250 r i 1240 1240 i fe RGP D-1250 t ti�A' 12.37.54 AW. I� Q100' 3`'T CFS f 0fAO* 95 CFS { r V- 7.85 FPS I.* 7.85 FPS 1 f , . ' I LAT: T-103* R LAf. TIC4� COW. 228.4) Lf 2r ACP 0-1250 WW.. 19937 Lf 24' ACP D6-12'SD SEF SAIL 7 FOR PLAN NEWSAF 7 FOR PC W VIt<II' PROFILE SCALES LAT. T-1C2* HORIZ. 1"=40' VERT. 1"=4' 10 _ 11 12 _ 13 14 10 - 10 PLAN SCA LE 1"=40' co co 1 Rr cHl tgry Roc 01 61.301 60, K DRIVE 12' J0• 1B• i LAT. "B-1 C" 17+01.70 ST. STA SEE SHEET 7 LAT .e-1 r<:r CB 118 W=12, V=5.8' A - 14+34.96 I END PIPE N N80'39'4T W 11.00' \��----_ W17'48'E 137.76' b 14+23.96 vi 31 D---- _____ '� NO'06'06"E 73.06' C EC m ,m UC CREEK PLACE - --� -- -- - 3; --- - -� B :E b A PROP. 8' SEWER N PROP. 8' WATER . I I - I I 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE j I CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES QROFESS/Q� STORM DRAIN PLAN FOR ° �� LAT. `B-TZ'; "B-1C3" & "B-1C4" 30 CONSTRUCT 18' RCP STORM DRAIN ("Cr LOAD PER PROFILE). No. 20596 m TRACT NO. 16373 31 CONSTRUCT 24' RCP STORM DRAIN C Cr LOAD PER PROFILE). * Exp. 9-30-05 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. N0. 300. ci m �Q 3© CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. q�F OF CA0 APPROVED BY DATE: ® CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. CITY ENGINEER CURVE TABLE RCE NO 24953 35 REMOVE EXISTING TEMPORARY CMP CATCH BASIN AND 24' RCP # A R L T CITY OF RANCHO CUCAMONGA DESIGN �,� RECOMMENDED TO MANHOLE; PLUG MANHOLE WALL WITH BRICK AND MORTAL SEAL. D o t f F 1 i ,Redhill 14 A 25° 00 ' 09' 220 , 00 ' 96 , 00 ' 48 , 78 ' BENCH MARK NUMBER 10051 R. P. .o.r�N keine, 4 251- ELEVATION : 1300.686 Yeite:949-2s1-nn 36 REMOVE BRICK AND MORTAL SEAL. B 5° 11 '40' 495 00 ' 44 . 88 ' 22 , 45 ' DRAWN ' r sC,,,,LT: FAX: 919251-0516 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF Q 3� CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. C 8 0°45 '57` 45 , 0 0 ' 63 , 43 ' 38 , 27 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P l E R 5 E N INFER 5 5 U R V E r O R S 8 OF 8 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWIING NO. DESCRIPTION OF REVISION DATE CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END _ CE NO I (✓ �jJ APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE ILE NO J 1:\52526\IMPUGNS\TR 16373\SIP08.dwg 11/03/03 PROJECT SHEET NO. OF