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HomeMy WebLinkAbout3525-415 16 18+87.06 BC -� 10+ 73 78 ST STA (K CB i 4 019V 6 LOCAL DEPRESSION PER STREET IMP. PLANS 11 LAT "D-3" SEE PROFILE ABC 17+95.06 EC REMOVE TIMBER BUL JOIN EXIS 6 RCF w W r,.•x, 3 {1 M �� IST 36" RC DWG. NO. 351 EXIST. 24" RCP PER- D WG. N4 3519 r< + 17 18 f i LAT "ID -113"11 SEE PROFILE 'ON SHT 44 21 +22.72 � INT LINE "D" =10+00.00 INT LAT D-5 =10`00.00U INT LAT "D-6" L=5. N POST OAK LANE { R/w LAT "D-5" C I 11 SEE PROFILE ON SHT 4Q1 "°"0 I 63 I 10+75.53 ST TA (t CB NO. D44 W=7.0' V= 7.O' ( LOCAL DEPR SSION PER 12 STREET IMP. PLANS "D-4 11 SEE PROFILE A 30VE 18+04.50 INT LINE "D" . 44 =10+00.00 INT LAT D-3�� =10+00.00 " "D-4" /NT - _--- t L= 5.50 - - �I_ a� ^w Fn. 13+94.50 ST W= 7.0' V= LOCAL DEPA STREET IMP. 23+50.00 MATC LI CB PER •12" SS DWG. 3 1 22+38.20 BC 14+00.76 ST TA q CB NO W=7.0' V=&19' LOCAL DEPRESSION PER STREET IMP. PLANS µ EXIST. 12A WTR� -12" SWR PER UNDER WOOD DRI 1 �/E N - EXIST. 42" RCP PER NO. 3518 DWG. NO. 3519 � O DIAL TW❑ WORKING BEFORE •••• DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ml 76: 21 22 23+50.00 SEE RIGHT ile 6 Z 23+06.45 EC � �M .FW" . A oQRpFESS/pyq` C. FyG� Go m N0.63494 :3D Exp. Sept. 30, 2008 c 0- 9TF0F CAI�Fp� DATE MATTH C. HICKS RCE NO. 63494 EXP. 09-30-08 REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE DATA BRG CONSTRUCT CURB OPENING CATCH BASIN PER APWA LENGTH 41 STD PLAN 300-2 SHOWN ON SHEET 3 MAINLINE LATERALS A C B D1 D2 ELEV. R ELEV. S LINE D LAT 'D-3" N89 27 61'41'26" 2.50 24" 24" 30" 1040.48 1040.47 LINE » D LAT D-4 5 ° 51 03'09 3.00 $, 24 24' 1 ADD HYDRAULIC DATA TO PROFILE: RECORD DWG. 03/08 MCH D LAT VV=/.0 v=i.v LOCAL DEPRESSION PER STREET IMP. PLANS 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1 "=40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' 26 24 25 10 a R/W IYi 0 524 3 Z) 007 Q) CONSTRUCTION NOTES w 11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE) 0 - 14 CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 16 MANHOLE DATA BRG CONSTRUCT CURB OPENING CATCH BASIN PER APWA LENGTH 41 STD PLAN 300-2 SHOWN ON SHEET 3 MAINLINE LATERALS A C B D1 D2 ELEV. R ELEV. S LINE D LAT 'D-3" N89 27 61'41'26" 2.50 24" 24" 30" 1040.48 1040.47 LINE » D LAT D-4 5 ° 51 03'09 3.00 $, 24 24' 30' 1040.92 1040.58 LINE D LAT "D-5" LINE 51°26'14" 4' 24" 30" 36" 1041.24 1041.19 LINE "D" LAT "D-6" 87.78 44°57'17" 1 3.39' 24" 30" 36 1041.71 1041.34 a R/W IYi 0 524 3 Z) 007 Q) CONSTRUCTION NOTES w 11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE) 0 - 14 CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 16 CONSTRUCT 36" RCP (D -LOAD PER PROFILE) DELTA BRG CONSTRUCT CURB OPENING CATCH BASIN PER APWA LENGTH 41 STD PLAN 300-2 SHOWN ON SHEET 3 N00 32 18 E CONSTRUCT MANHOLE PIPE TO PIPE PER APWA 92.00 43 STD PLAN 321-1 SHOWN ON SHEET 2 2 ti-- 90000'00" CONSTRUCT MANHOLE PIPE TO PIPE PER APWA 70.69 44 STD PLAN 322-1 SHOWN ON SHEET 2 3 N89 27 CONSTRUCT MONLITHIC CATCH BASIN CONNECTION -- 47 PER APWA STD PLAN 308-1 SHOWN ON SHEET 3 D 4 CONSTRUCT CONCRETE BLANKET PER 45.00 48 APWA STD PLAN 225-1 SHOWN ON SHEET 3 CD 0 0 U) I a_ -t co w Q / 0 u, / w O j� 1 J o 1 / 0 z Q J 0 PLANNING © DESIGN ■ CDNSTRLJCTIONCITY OF F01 mTAMA, CALIFORNIA u iWESSIO ��+ 3536 CONCOURS, SUITE 220 D ® O ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS 909.581.0196 - FAX 909.581.0192 ■ www.RBF.com �Q z ■ e 0 DRAWN BY: TRAC 16495 SCALE » _ 40' o CONSULTING J.S.n �� �� �� �� W No. 63494 LII . D L D-� , LAT D-4 JOB NUMBER j {x Exp.9/30/06 DESIGNED BY: _ Q PREPARE U R E U ERV NOF: f 15-100634 �-- sl U PP VE DRAWING No -4 ATF QF C lk X DATE: CHECKED BY• i MATT EW C. HICKS RCE NO. 63494 EXP. 09-30-06 eWTR.U•B• R CARDO SANDOVAL R.C.E. 51152 DATE; 3525 7 STORM DRAIN DATA DELTA BRG RADIUS LENGTH REMARK 1 N00 32 18 E -- 92.00 LINE D 2 ti-- 90000'00" 45.00 70.69 LINE D 3 N89 27 42 E -- 280.46 LINE D 4 a= 86 53 47 45.00 68.25 LINE D 5 - -- -- -- 6 N02033'9-5- E -- 233.37 LINE D 7 &= 68 18 32 22.50 26.83 LINE D 8 N42 26 05 W -- 87.78 LAT D-8 10 11 N62 13 43 W -- 32.02 LAT D-3 12 1 N50 31 51 E -- 20.82 LAT D-4 13 N44 30 '25E_ -- 20.08 LAT D-6 14 N39 06'04"W -- 1 33.49 LAT D-5 CD 0 0 U) I a_ -t co w Q / 0 u, / w O j� 1 J o 1 / 0 z Q J 0 PLANNING © DESIGN ■ CDNSTRLJCTIONCITY OF F01 mTAMA, CALIFORNIA u iWESSIO ��+ 3536 CONCOURS, SUITE 220 D ® O ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS 909.581.0196 - FAX 909.581.0192 ■ www.RBF.com �Q z ■ e 0 DRAWN BY: TRAC 16495 SCALE » _ 40' o CONSULTING J.S.n �� �� �� �� W No. 63494 LII . D L D-� , LAT D-4 JOB NUMBER j {x Exp.9/30/06 DESIGNED BY: _ Q PREPARE U R E U ERV NOF: f 15-100634 �-- sl U PP VE DRAWING No -4 ATF QF C lk X DATE: CHECKED BY• i MATT EW C. HICKS RCE NO. 63494 EXP. 09-30-06 eWTR.U•B• R CARDO SANDOVAL R.C.E. 51152 DATE; 3525 7