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HomeMy WebLinkAbout1940-D _ { + t t ' BENCH MARK NO. 96-B AT THE f i I i : I I I 1 4---t---T _-�- - --�- - -t _. _ _• � _ _ - - - - - - - --- __ _ NWC OF HAVEN AVENUE AND U HAVEN - & 83 SFT.4 N. cl 9th l ST.. ET T DRIVE PIN w/C,S. TAG IN TOP �- '- - - -- -t '- - AT THE E. END OF A HEAD WALL Of FOR 3-24 MP-ELEV. 1430.68 w i o ` f-► - ..: N NFO 44 ' - - -- - - _. R P _ -r --' - AVER-+Pi € r — I F.S. OVER PIE + + i i , v N I �' I I t ( �• Y + r + 1�3-11.CIQ TAT t i f � IY , I I I �Q I4-4 or wo Q ! � p cc � � �No - - - t - - - - - - +- - - - - -- - - - - - - -- - - - - - - - - - - - Z I t0 ♦ i Ci• I - : -- - -- - J _ .�. -T-,-.- L-T-T 4-1 1 w t Q t + j + -t - - — -t - - - r- - - - t !7 -- - - - i tn tel I .� ! �O cp m a i cL) I I t 1 i I I i O i • � t 1 • 40 - �- - - -- - - - 4` 14 - - - - - +— T _ 1 - - - - - N- - -2.30 EF EXIST. $# RCPt i i I i 1 - • ' k`L N ��5 , - mtrx=11.5 : - tmax��.7' W }- FII - -- - 1 - ! � 'IN ALL 25.4�J L.F. I IfST�1L1 22 L 4 RC fi �•f I I I / -+ I I ArLL 1263.6 42" R-C.P. t hMO. Q t- $= 6118-t215� 61004120.4 Q 11 .9 D-LOAD=1250 CP'ZAT>�j ' - j . _ -�--- -- - 1410ti=16 I t Ii V max-0.5 !fps ' i I � I i i I 1 i2 ' t IAS * + o I + _ 1 f - t - �- rt -� }- t - - - 84 R.C.P. I o N I - - - — - I + - - - - -- ' J I � ; i : D AD= 250 + �4 ♦ i - N O N O M co AL— N rq0toN fib) PROFILE42' R.C.P. rI STC 1 (�. HORtZ 46 i 10 + 00 10 +00 11 + 00 12 + 00 13 + 00 14+ 0 PLAN 1"- �' 5 + 00 16 + 00 17 + 00 18 + 00 2� 10 + 00 SCALE IN FEET i 0 40 80 120 160 0 + 57 I I l o PARCEL1 > i I I � PARCEL 2 P.M. 15923 61 . 7 �n 4 110 o < P.M. 15923 SCALE: 1 " — 40' 1 A=60' Z z n 8=24" J If1 � — , II I 11 L5 _Li 25 27 C-4.50 0 0 31 D=42" > 2, -1�� m 152 a a > Lo to N Ui i-) ry A=45'" � V- L) + N. o m 3 cc+,; N B_24 A=45',. 1 ca m > N W I I I 1 i I 0 + + + C-3.35 B=24 } + z { rn co II D=42" C=3.35' '� �' x 1ERpl. „ v� o N + D=42" 21 }p f1A PROP g" WATER J •� i N. I � _ LATERAL "B" PROP' 8" SEWER I 0 M c° 21 G SEE SHEET 5 16+0p P 23 m N N00'09'56"E _ 1�+41.21 2'1 --- 23 21 ,SEN 5 p' PARCEL 12 ~ 11400 12+00 13+00 14+00 15+0 > END MA " " -� + 10 � 23 LATERAL A B 21 C 23 E 23 F o n �' 0 14022 N LATERAL "E" b w o> 00 O N X I I I N D SEE SHEET 5 �0 Li Iw � � 1 +29.56 1 +37.25 27 a w m 55 A EC END LAT. "A" °' n I I PARCEL 11 z5 28 Z Zz - PARCEL 14 P.M. 14022 _ Q L) M Uj w 8115 r- ' loco —:o c° P.M. 14022 28 DELTA/BEARING RADIUS LENGTH TANGENT DESCRIPTION Of REVISION DATE APPROVED N -- Otow , 1 10+ + + B N045'09'56"E 15789', CITY of RANCHO CUCAMONGA 70 I I II MAYTEN AVENUE 45'00'00" 22.50' 17.67' 9.32' CONSTRUCTION NOTES: 63' 21 INSTALL 24" R.C.P. D-LOAD PER PROFILE. ORCHARD AVENUE N89'50;56"E 7.68' , MAYTEN AVENUE ' 7 (FORMERLY , E N00'09 56 E 155.20 F 03'05'22" 1212.00' 65.35' 32.68' STORM DRAIN PLAN 2© INSTALL 42" R.C.P. D-LOAD PER PROFILE. G N47'45'56"W 61.55' 2® CONSTRUCT MANHOLE N0. 2 PER CITY STD. PLAN 319. H 10'14'01" 1212.00' 216.47' 108.53' Underground Service Alert . g 2® CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. I 72'56'41" 45.00' 57.29' 33.26' APPROVED BY: - DATE: CAj,j, HANJ N39'39'03"w - 8.44' - CITY ENGINEER RCE: 24953 TOLL FREE 0 CONSTRUCT BRICK AND MORTAR PLUG AT END OF PIPE. K 24'16;16" 4500' 19.06'8.77' 9.68' c3'�` S DESIGN ♦TQ MADOLE & ASSOCIATES, INC., REC NDED 1-800 L N 15 22 47"W 168.77' (� �fj A .& CONSULTING CML ENGINEERS q 2® CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. *LA1 422-4133 l[ 45'00'00" 45.00' 35.34' 18.64' � No. 62183 N __ AND LAND PLANNERS * Exp: 9-30-05 DRAWN °Ren°Nc o~c c%MOGEA�7'c.�II ii3oO7 SHEET ® CONST. CURB OPENING CATCH BASIN PER CITY STD. NO. 300("W",PER PLAN) N N60'22'47"W - 60.56' - r S.C. 909) 948-131 4 'T1�0 WORKING DAYS BEFORE YOU DIG 0 23'48'30" 40.00 16.62' 8.43' ���'cA>_F��\ 62183 � OF 3® CONST. LOCAL DEPRESSION PER CITY STD. NO. 307 CHECKED RCE No DRAWING NO. P N31'17'34"W - 28.43' - ! p • z � FILE No C140-0 PROJECT SHEET NO. OF____ J:1Mavtenlstonn\sd1.dwa.10/21/2003 07:15:22 AM.SC r CHMARK -� � f - . 1 .-- + t r -t -• �- :-. , -�- � t -r f r- . i ! r a t I � 1 � t � . . .. BEN j I i r t i j 1 j t t I t i BENCH MARK N0. 96-8 AT THE NWC OF HAVEN AVENUE AND 19th ST.,44 FT. W. cl HAVEN y ii -- - - - - — do 83 FT. N. cl 19th ST., SET DRIVE PIN w/C.S. TAG IN TOP +- ' - AT THE E. END OF A HEAD WA FOR 3-24" CMP—ELEV. 1430.68 i i tr N � i i 1 +1 1 PROPOSED _r__ F. OVER :)IPE i i S. E � b I Nm - T , i 0 O E I t � ft U LL I -oil 1 4 . mi- ?� .6 0VER ,PME 4- t- -tl---I -- -- - - - - i , -- -1 - - - R.C.P. a I I i I I TT - - - !V W —� - r- -- - — - - - - 31. - - - - — - R.C.P. - - - - - - - - - - --- — — t - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- i I LOJ1Q=12�0 42 R.C.P. 1 ^ LF. Y max=3.0 fps +WM=9.3 CFS D LOAD 1250 - - - _ - - -- - - - - 8 + Z I INSTALL 72.34 LF t+t 4- -4-tt 1-1— � I I H I I I 24 RCP i 1m�ax=54 - j PROFILE 00 Ur s '� + )7 ) ) > > PLAN 1 40 > LATERAL A LATERAL B SCALE IN FEET LATERAL C 0 40 80 120 160 (PRIVATE) (PRIVATE) (PRIVATE) DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA MAYTEN AVENUE STORM DRAIN PLAN Underground Service Alert p APPROVED BY: DATE: Cl CALL CITY ENGINEER RCE: 4953 TOLL FREE � s DESIGN A.T RECO DED MADOLE 8c ASSOCIATES, INC. 1-800 NO. 621$3 CONSULTING CIVIL ENGINEERS 422-4133 � N a � AND LAND PLANNERS * Up: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET TWO WORKING DAYS BEFORE YOU DIG ' CIV% ��\� &C. I RANCHO AMO ONGA, CA 617so 5 OF � (009) 94a-1s11 +i+1- -H �`�CAL�F CHECKEDa4r4Jq1__ RCE No 62183 DRAWING NO. DATE_1 D •D'1.03 FILE No q4_0_1) PROJECT SHEET N0. OF ---- ---- J:WlavtaMMrmisd2.dwa.10/21/2003 07:15:07 AM.SC