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HomeMy WebLinkAbout4294-2W 1 1 I %■' Z w II ! SEE STRELTII PROVE EN PLANS FOR BASIN do LOCAL \W i; I DEPRESSION S t- 7 OF 7 4 / Q Z LO -11P i s S.D STA. 10+00.00 e ST.STA.10+80.84 I R/W TRANSITION STRUCTURE \ 2 A W I ELEV R= 1292.50 I - -- 3 ill -EX WA. N I - _ CATCH BASIN x `_- -_ + w 1EXIST 45" SD PER CITY OF ----ST ST_A:j0+97.80 IFONTANA TRACT NO. 13596 " (STORM DRAIN PLANS LINE -B- S8943'54 E InyyG NO. 1553, SHEET 4 OF 6 C INT.48+25.08 CHERRY - ---- -- C L INT.10+00.00 BAR HARBOR EX SW BAR HARBOR ROAD '-- ----- --------------EX G---- -_-_ LINE TABLE EXIST. 30" SD BEARING L 0 N74 -41'29"E 10.83' OB N09.29'32 "E 2.77' LINE A 20 0 20 40 scale 1"= 20' feet 110+97.80- ST STATION BAR HARBOR ROAD PROP. CB FINISH SURFACE W=15',V=4.00' 18- RCP RCP R W / 1298.73 TC ®C L 18 PER SEPARATE 1 STREET PLANS 1305 -- - - - -- - -- -- ' 10+22.70 1298.00 TG 1294.00 INV HG , DROP INLET r 10+00.00 ' SOF TRANSITION TRUCTURE EXIST. 18" SD 1c) i 0 C5 -- - - 00 EXIST. 45" SD 0 ch 4.28 LF , 18" RCP 2000-D - - - ' / -- - -- -- --- -- 0- a > 1290 --- C)z- ----- 0Z LO r` �rn °r° 000 0 i NM 0 0 'i O WN O zN C5�m� �wr- 10.28 LF 18" RCP 2000-D - - -- - _ a _ _ -- - -- - - - - - - -- z 00 z 0> v> •- - OC Z N Z � O NX N'*: O ^ _ N cpm co NM �� M �O Oi O 000 Op - -NOWN co) +N +Z O N M� m 1285 - ------ HYDRAULIC DATA QI00 = 13 CFS VMAX = 7.36 FPS 10+00 10+50 LINE "A" SCALES: HORIZ: 1"= 20' VERT: 1 "= 2' A L. ' 4 1 1 I Q i LINE 8 1ox� ��•c�� 11 I 0 � 32' l \ G� I � \\ 1tig 2 D SEE STREE IMPR( PLANS FOR BASIN I I I O IMANHOLE ( \\� a c\ DEPRESSION SHT. (I I m I 3 SD STA: 10+00.00 PROP. PROP. R/w I ( O i ST STA: 10+155.57 I� I--�-I- ----- X ---EX-G--�I�--------------- -- 1I�, 5 1 1 M--- Of C L INT10+00.00 MC GUIRE 1 1 I Q I C L INT.25+02.91 BAR HARBOR I I i + I m ---- CATCH BASIN - j It -D STA: 10+13.4 EXIST 30" SD PER CITY OF FONTANA I i ST STA: 10+69.04 TRACT NO. 13596 STORM DRAIN ' (I PLANS LINE "A-1.4" DWG NO. 1553, SHEET 2 OF 6 it 11 � I-----�� I -EX-WA -- - - - - - - - - - -- I, _� -_--J -- ---_ "/Z/�- - �- �` \ EXIST. R/W UNE TABLE EXIST. 30" SD BEARING L O N.30 -41011E 7.92' 0 N59.18.59"W 17.92' Mc GUIRE AVENUE 20 0 20 40 M iiia LINE "B" scale 1"= 20' feet CMF' DROP INLET DETAIL SEE DETAIL B 2' 2' BIO RETENTION 6" 4:1 OPENING BASIN/SWALE ELEV ® 97.0 _ ® LINE A 4C PLAN NTS 12" • 5" !.4' CLEAR RODDED ENO LUG 3/4"0 x 0/2" PUNCH I" HOLE IN PIPE TO RECEIVE LU G. 1�- /4>- 5.5' '- 3"x m/2" BARS DETAIL "B" NTS 1.5' 1 2' TYP. EXIST. 30" SD 18" RCP ' N °° PLAN NTS 12" • 5" !.4' CLEAR RODDED ENO LUG 3/4"0 x 0/2" PUNCH I" HOLE IN PIPE TO RECEIVE LU G. 1�- /4>- 5.5' '- 3"x m/2" BARS DETAIL "B" NTS 1.5' 1 2' TYP. 0 h 0 UNLESS OTHERWISE CLASS "B" TED ON PLANS CONCRETE RECORD DRAW111111 ING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or SECTION A -A construction. HALL & FOREMAN, INC. is not responsible for O underground facility locations or depictions. All above ground NTS facilities can be readily seen and verified by the parties that intend to use same. WDID No. 8 36C337238 REV REVISION DESCRIPTION DATE ENGR my DATE TOLL FREE �� 1-800-227-260( A PUBLIC SERVICE BY UNDERGRUUND SERVICE ALERT 10 2' �k CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION 1305 FINISH SURFACE ®C L 18 RCP FINISH SURFACE ® EXIST 30 RCP 1300\'-- -1299. TC IN 2&50 T FiR0M 2730 tQUARE 92A SCAJW 3.63 0 O G Ira fl e 8 8 4 2L13 © a a Q a e s o o a 8 fl � O 19.4a-•19�? SQt�E 0 4 DROP FILTER A= r NTS N 1 f T!# S s�. an e� . slrarrs>Ii�,LII: �� z J � i w -- - - Ld w R/W Q I N, rn Z �- _ + > i 00 i z O Q 4 c� > �- 0 a '-W m II M ~�� 0 w ND a_�� �f oa�o� Q- F- O+ F -U Q IIN O NN0 c� cn M 0_ 3 0- HGL , i EXIST. 30" SD ' N °° BIO RETENTION HGL • ` cD / 00, Q. 2' 4" THICK PCC 12" BASIN/SWALE (TYP.) ELEV ® 99.5 (500-C-2500) 18" C.M.P. NOTE: 1 /4^ LO OPENINGS ARE REQUIRED 0 h 0 UNLESS OTHERWISE CLASS "B" TED ON PLANS CONCRETE RECORD DRAW111111 ING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or SECTION A -A construction. HALL & FOREMAN, INC. is not responsible for O underground facility locations or depictions. All above ground NTS facilities can be readily seen and verified by the parties that intend to use same. WDID No. 8 36C337238 REV REVISION DESCRIPTION DATE ENGR my DATE TOLL FREE �� 1-800-227-260( A PUBLIC SERVICE BY UNDERGRUUND SERVICE ALERT 10 2' �k CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION 1305 FINISH SURFACE ®C L 18 RCP FINISH SURFACE ® EXIST 30 RCP 1300\'-- -1299. TC IN 2&50 T FiR0M 2730 tQUARE 92A SCAJW 3.63 0 O G Ira fl e 8 8 4 2L13 © a a Q a e s o o a 8 fl � O 19.4a-•19�? SQt�E 0 4 DROP FILTER A= r NTS N 1 f T!# S s�. an e� . slrarrs>Ii�,LII: �� z J � i w -- - - Ld w R/W Q I N, rn Z �- _ + > i 00 i z O Q 4 c� > �- 0 a '-W m II M ~�� 0 w ND a_�� �f oa�o� Q- F- O+ F -U Q IIN O NN0 c� cn M 0_ 3 0- HGL , i DANDY BAG®II � INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. ®AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG Ii. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. �a GRATE STRAPS DANDY BAG ®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS -�JENSEN PRECAST MODEL #D13636 36X36 DROP INLET 04 NTS CONSTRUCTION NOTES 1 CONSTRUCT CMP DROP INLET PER DETAIL 1 ON SHEET 2. 2 INSTALL 18" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA STD. PLAN NO. 1008. 3 CONNECT MANHOLE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3013. 4 INSTALL ABTECH D12020 -N -SSP DROP ULTRA URBAN FILTER WITH SMART SPONGE PLUS OR APPROVED EQUIVALENT, PER DETAIL ON SHEET 2. MODIFIED MODEL TO FIT 36" DIA. INLET. 5 REMOVE INTERFERING PORTION OF EXISTING STORM DRAIN. 6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3026 7 INSTALL 36X36 DROP INLET PER JENSEN PRECAST WITH AN ABSORBENT DANDY BAG. SEE DETAIL HEREON. O INSTALL 30" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA STD. PLAN NO. 1008. SEAL -ENGINEER ❑❑�� & Fbrenm, Inc. �OFESS/ 00P Civil Engineering - Planning - Surveying - Public Works SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �tHUR 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN o MT HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER CD =' PREPARED UNDER THE SUPERVISION OF: MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO `W` No. 31681 -T DESIGNED BY: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. * Exp. 12/31/08 * MA CIVIX. �� N e 1 ZS(67 CHECKED BY: OF CALF L U 31681 MA CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS LINE "A", LINE "B" & DETAILS 7 VED BY: CITY ENGIN ER R.C.E. 51152 DATE: SCALE: 1"=20' DATE:- APRIL ATE: APRIL 2007 DRAWING NO.: 2 4294 2 EXIST. 30" SD BIO RETENTION HGL Q. BASIN/SWALE ELEV ® 99.5 ' ® LINE B-''- 1 r',,-' , 1295 - -- - - --- - - - - --0 050 - I 0 18.03 LF 18" RCP 2000-D U 1 W of - - - �- 0 -o -- c°>> M Z Of Wz Of of 00 0 X N W O- - O 0 •� tV n tM N to O L 000 r` O to M !Ui h ap co M 00 rn 0 r- M '* ; O +Z N rn w O WN m� O ZN IO WN w� in ZN, w� 1290 -- x.42 U� i -- 30" RCP 2000-D HYDRAULIC DATA:L ON QI00 = 24.25 CFS Q�pFESS/ �pcTHF�yc l VMAX =15.23 FPS QQuo "j -154 Z z C7 t7Exp.b�l�1Wc' "' ` 10+00 10+50 LINE "B" FOF CAI-! - SCALES: • HORIZ: 1"= 1 "= 20' 2' b•�'� VERT: DANDY BAG®II � INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. ®AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG Ii. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. �a GRATE STRAPS DANDY BAG ®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS -�JENSEN PRECAST MODEL #D13636 36X36 DROP INLET 04 NTS CONSTRUCTION NOTES 1 CONSTRUCT CMP DROP INLET PER DETAIL 1 ON SHEET 2. 2 INSTALL 18" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA STD. PLAN NO. 1008. 3 CONNECT MANHOLE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3013. 4 INSTALL ABTECH D12020 -N -SSP DROP ULTRA URBAN FILTER WITH SMART SPONGE PLUS OR APPROVED EQUIVALENT, PER DETAIL ON SHEET 2. MODIFIED MODEL TO FIT 36" DIA. INLET. 5 REMOVE INTERFERING PORTION OF EXISTING STORM DRAIN. 6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3026 7 INSTALL 36X36 DROP INLET PER JENSEN PRECAST WITH AN ABSORBENT DANDY BAG. SEE DETAIL HEREON. O INSTALL 30" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA STD. PLAN NO. 1008. SEAL -ENGINEER ❑❑�� & Fbrenm, Inc. �OFESS/ 00P Civil Engineering - Planning - Surveying - Public Works SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �tHUR 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN o MT HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER CD =' PREPARED UNDER THE SUPERVISION OF: MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO `W` No. 31681 -T DESIGNED BY: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. * Exp. 12/31/08 * MA CIVIX. �� N e 1 ZS(67 CHECKED BY: OF CALF L U 31681 MA CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS LINE "A", LINE "B" & DETAILS 7 VED BY: CITY ENGIN ER R.C.E. 51152 DATE: SCALE: 1"=20' DATE:- APRIL ATE: APRIL 2007 DRAWING NO.: 2 4294 2