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HomeMy WebLinkAbout5602-218"x31" THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) DROP INLET MODEL NO. A B *WEIGH D1242436 36" 42" 1900 LBS. D1242448 48" 1 54" 2500 LBS. *BOX ONLY FRAME AND GRATE MODEL NO. RATING D WEIGHT SG2424-DIP PEDESTRIAN 1 1/2"141 LBS. SG2424-DIT TRAFFIC 3" 1120 LBS. FRAME MAY BE CAST DIRECTLY INTO BOX (OPTIONAL) OUTSIDE HEIGHT OF BOX EXTENSION MODEL NO. C WEIGHT RS242406 6" 300 LBS. RS242412 12" 1 600 LBS. ■ FRAME AND GRATE ASSEMBLY AVALIABLE IN TRAFFIC OR PEDESTRIAN MODELS. ■ DESIGN FOR H-20-44 BRIDGE LOADING. ■ ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. OPTIC EXTEN HEI ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CONFIGURATION: FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. 24" X 24" DRAIN INLET 11-2800 ��� III ITI sqTn D12424 CD CD O CIL (D LL FloGardlO FILTER -INSTALLED INTO CATCH BASIN- U.S. PATENT # 6,00,023 & 6,877,029 GASKET STAINLESS STEEL SUPPORT BASKET Fossil Rock TM ABSORBENT POUCHES LINER SUPPORT BASKET CATCH BASIN (FLAT GRATE STYLE) E, NOTES: 1. Filter insert shall have a high flow bypass feature. 2. Filter support frame shall be constructed from stainless steel Type 304. 3. Filter medium shall be Fossil Rock TM, installed and maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass. RoGard® Oldcastleo Stormwater Solutions Catch Basin Insert Filter 7921 Southpark Plaza, Suite 200 1 Littleton, CO 180120 1 Ph: 800.579.8819 1 oldcastlestormwateccom ��... THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2010 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. Inlet DRAWING No. REv Eco ECO -0127 DATE Filtration Grated /n/et Style FGP-0001 F JPR 5/18/15 JPR 11/3/06 SHEET 1 OF 2 CONSTRUCTION NOTES INSTALL 36 RCP STORM DRAIN (D -LOAD PER PROFILE) O O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026. O7 CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. (SEE SHEET 9). 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 19 CONSTRUCT PRESSURE MANHOLE PER CITY OF FONTANA STD PLAN NO. 3017 W Ed TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Line Table PARTY Length Direction BMP RESPONSIBLE FOR MAINTENANCE REQUIRED FREQUENCY 1.59 MAINTENANCE AND IIIIIIIIIIIIIICCCIIIIIIIIIIIIIIC C1 038011'50" INSPECTION 15.00 15.00 WATER C 22.50 2X/YEAR QUALITY CITY OF FONTANA REMOVAL OF DEBRIS, SEDIMENTS, TRASH FROM AFTER MAJOR SYSTEM. STORM DRAIN STORM EVENTS CITY OF FONTANA CATCH BASIN REMOVAL OF SEDIMENT, TRASH, AND DEBRIS FROM 2X/YEAR FILTER COMMUNITY FILTER SCREEN PER MANUFACTURER'S AFTER MAJOR INSERTS FACILITIES RECOMMENDATIONS STORM EVENTS DISTRICT SIERRA LAKES SIERRA LAKES REMOVAL OF SEDIMENT, TRASH, AND DEBRIS FROM 2X/YEAR GOLF COURSE LAND COMPANY, BASIN AND PRETREATMENT AREAS AS NEEDED TO AFTER MAJOR BASIN NO. 3 LLC MAINTAIN FUNCTIONALITY STORM EVENTS CD CD O CIL (D LL FloGardlO FILTER -INSTALLED INTO CATCH BASIN- U.S. PATENT # 6,00,023 & 6,877,029 GASKET STAINLESS STEEL SUPPORT BASKET Fossil Rock TM ABSORBENT POUCHES LINER SUPPORT BASKET CATCH BASIN (FLAT GRATE STYLE) E, NOTES: 1. Filter insert shall have a high flow bypass feature. 2. Filter support frame shall be constructed from stainless steel Type 304. 3. Filter medium shall be Fossil Rock TM, installed and maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass. RoGard® Oldcastleo Stormwater Solutions Catch Basin Insert Filter 7921 Southpark Plaza, Suite 200 1 Littleton, CO 180120 1 Ph: 800.579.8819 1 oldcastlestormwateccom ��... THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2010 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. Inlet DRAWING No. REv Eco ECO -0127 DATE Filtration Grated /n/et Style FGP-0001 F JPR 5/18/15 JPR 11/3/06 SHEET 1 OF 2 CONSTRUCTION NOTES INSTALL 36 RCP STORM DRAIN (D -LOAD PER PROFILE) O O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026. O7 CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. (SEE SHEET 9). 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 19 CONSTRUCT PRESSURE MANHOLE PER CITY OF FONTANA STD PLAN NO. 3017 W Ed TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Line Table Line # Length Direction L1 22.64 N520 18'08.36"W L2 1.59 S55° 31' 45.23"E _ W _S=0.003 w UI EXIST 11'x8.5' i 11 10 429-9 R.C.P. S=0.012 ILL, C Z 0-1 M �� � M 1�zf- Cr INSTALL 22.64 L.F. 42" R.C.P. 1400 D -LOAD (GASKETED) CYPRESS AVENUE 46' �� I 12' 3� SEE SHT 3 FOR CONT I; 10+2� C EXIST. 10" SEWER -- - - _S -M M 5 EXIST. 11'x8.5' R.C. EXIST. WATER M W G W Curve Table 6: Z 1 Delta Radius Length ■ C2 051037'10" 22.50 20.27 IIIIIIIIIIIIIICCCIIIIIIIIIIIIIIC C1 038011'50" 22.50 15.00 15.00 C3 C 22.50 13.73 ---- -=1 11 10 429-9 R.C.P. S=0.012 ILL, C Z 0-1 M �� � M 1�zf- Cr INSTALL 22.64 L.F. 42" R.C.P. 1400 D -LOAD (GASKETED) CYPRESS AVENUE 46' �� I 12' 3� SEE SHT 3 FOR CONT I; 10+2� C EXIST. 10" SEWER -- - - _S -M M 5 EXIST. 11'x8.5' R.C. EXIST. WATER M W G W Curve Table Curve # Delta Radius Length TANGENT C2 051037'10" 22.50 20.27 20.27 C1 038011'50" 22.50 15.00 15.00 C3 034°58'10" 22.50 13.73 13.73 EXIST. SEWER �i 0 IQBMP= 84.0 CF VMAX= 9.6 FPS INSTALL 203.26 L.F. 42" R.C.P. 1400 D -LOAD (GASKETED) FUTURE R.C.B. N89 3010- - - O G ` 4L" K.L.N. (2_ W EXIST. C&G _ J 119 RIW C 55.2 FL EDGE RISERS SCALE IN FEET R/W L2 7+52.85 6 7 (44.81) INV. 72" G W - -co � co M EXIST. GAS coU+ +U ti W f4 f4 m lI I J.S. DATA I A=60° EXIST. 72" SD B=42" DWG. NO. 2720 C=3.26' (SHT. 3 OF 4) I I D=72" 1 1 CD I I w a U SUMMIT AVENUE NOTE: A. CONSTRUCT TRANSITION. REFER TO CALTRANS STD. PLAN D80. CONCRETE AND REINFORCE USE: SPAN: 7' HEIGHT: 4' B. CONSTRUCT DOUBLE 3'x2' R.C.B.. REFER TO CALTRANS STD. PLAN D81. CONCRETE AND REINFORCE USE: SPAN: 4' HEIGHT: 2' C. PLACE REINFORCING IN TOP DECK FOR "EXPOSED TOP" BENCH MARK: # 6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY :� �IIIIIIIIIIIIIICCCIIIIIIIIIIIII��C�IIIIIIIIIIIII�IIIIIIIIIIIIIICCC 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. ------------ SCALE IN FEET R/W L2 7+52.85 6 7 (44.81) INV. 72" G W - -co � co M EXIST. GAS coU+ +U ti W f4 f4 m lI I J.S. DATA I A=60° EXIST. 72" SD B=42" DWG. NO. 2720 C=3.26' (SHT. 3 OF 4) I I D=72" 1 1 CD I I w a U SUMMIT AVENUE NOTE: A. CONSTRUCT TRANSITION. REFER TO CALTRANS STD. PLAN D80. CONCRETE AND REINFORCE USE: SPAN: 7' HEIGHT: 4' B. CONSTRUCT DOUBLE 3'x2' R.C.B.. REFER TO CALTRANS STD. PLAN D81. CONCRETE AND REINFORCE USE: SPAN: 4' HEIGHT: 2' C. PLACE REINFORCING IN TOP DECK FOR "EXPOSED TOP" BENCH MARK: # 6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/p�Y COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� L lwq Fti SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c ��� �� F r 3 No. 36637 c � THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 06-30-18 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ONOF V\QFo��\P STANDARDS IN EFFECT. PREPARED UNDER THE SUPERVISION OF: (t(mADOLE 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 DM En ineering Communities for Life FAX 909.481.6320 DESIGNED BY: WLI /SCL -�&J�wv DATdall CHECKED BY: WENDE L L. IWA SU U EXP. -30j 8 WLI R.C.E. 3 637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS SUMMIT AVENUE SCAAS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPRO BY: DRAWING NO. 2 7/31/2017 5602 13 CITY NGINEER R.C.E. 51152 DATE z Z Q Cif0 M 00110 I- CY w Q w cn w U 00 N I z