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HomeMy WebLinkAbout5606-618"x31" THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) GRAVEL PIT FOR ON -LOT INFILTRATION 1% MIN. I � Qelf o 0 0� N.D.S. YARD DRAIN 2'MIN TMIN HOUSE yp 2°/D MIN._�J. (TYP.) �2,5' DROCK — 1.0' o_ 3" P.V.C. DRAIN SCH. 40 0.5% MIN. GRAS LANDSCAPED PARKWAY 6.0' 94MIN. z z� U)3: BLOCK WALL PER SEPARATE PERMITS Ou' ISG �G 2'MIN. HOUSE I (TYP.) TMIN �Q (TYP.) 1.1 GARAGE F �I C OM11 BLOCK OR '�—CORE DRILL TO ALLOW DRAINAGE PASSAGE 3" POP-UP EMITTER NDS #321 (TYP) GRAVEL PIT FOR ON -LOT INFILTRATION TYPICAL LOT DRAINAGE DETAIL - PARTIAL INFILTRATION NTS R/W POP UP EMITTER NDS YARD DRAIN SIDEWALK (TYPICAL) % 4' / 'I ISI— II=–;, 3" PVC YARD DRAIN (TYPICAL) PERFORATED SECTION 19 SECTION A- A - PARTIAL INFILTRATION SCALE: 1"=5' FRAME MAY BE CAST DIRECTLY INTO BOX (OPTIONAL) OUTSIDE HEIGHT OF BOX EXTENSION MODEL NO. C WEIGHT RS242406 6" 300 LBS. RS242412 12" 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 11-28-00 s�n D12424 8.01 O O CD CL U LL r-PAWPI L=6.U• W=2.5' D=1.0' VRET = 106 CF FloGard® FILTER -INSTALLED INTO CATCH BASIN- NDS YARD DRAIN ,lii11If, ,11111If, , I„. . 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. U.S. PATENT # 6,00,023 & 6,877,029 Fl o Ga rd ®ILI Oldcastle° Stormwater Solutions 7921 Southpark Plaza, Suite 2001 Littleton, CO 1801201 Ph: 800.579.88191 oldcastlestormwat Catch Basin Insert Filter er com 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. RE Eco ECO -0127 DATE Filtration Grated Inlet Style FGP-0001 F JPR 5/18/15 JPR 11/3/06 SHEET 1 OF 2 DROP INLET MODEL NO. A B *WEIGHT D1242436 36" 42" 1900 LBS. D1242448 48" 54" 2500 LBS. FREQUENCY *BOX ONLY FRAME AND GRATE MODEL NO. RATING D WEIGHT SG2424—DIP PEDESTRIAN 1 1/2" 41 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" 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 11-28-00 s�n D12424 8.01 O O CD CL U LL r-PAWPI L=6.U• W=2.5' D=1.0' VRET = 106 CF FloGard® FILTER -INSTALLED INTO CATCH BASIN- NDS YARD DRAIN ,lii11If, ,11111If, , I„. . 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. U.S. PATENT # 6,00,023 & 6,877,029 Fl o Ga rd ®ILI Oldcastle° Stormwater Solutions 7921 Southpark Plaza, Suite 2001 Littleton, CO 1801201 Ph: 800.579.88191 oldcastlestormwat Catch Basin Insert Filter er com 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. RE Eco ECO -0127 DATE Filtration Grated Inlet Style FGP-0001 F JPR 5/18/15 JPR 11/3/06 SHEET 1 OF 2 NOTE: OWNER/DEVELOPER RESPONSIBLE FOR MAINTENANCE AND INSPECTION OF ALL STRUCTURAL SOURCE CONTROL BMPs UNTIL THE CITY OF FONTANA COMMUNITY FACILITIES DISTRICT OR THE HOMEOWNER TAKES RESPONSIBILITY. PARTY RESPONSIBLE FOR INITIAL MAINTENANCE AND INSPECTION NORTH FONTANA INVESTMENT COMPANY, LLC 1156 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 ROCK BACKFILL ROCK BACKFILL MATERIAL SHALL BE FREE -DRAINING ANGULAR WASHED STONE UNIFORMLY GRADED 1" OR 2" SIZE. THE ROCK MATERIAL SHALL BE PLACED IN 8" TO 10" LIFTS. THE MATERIAL SHALL BE WORKED INTO PLACE BY SHOVEL -SLICING, RODDING, AIR -TAMPER, VIBRATORY ROD, OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN THE GEOTECHNICAL ENGINEER IS SATISFIED WITH THE LEVEL OF COMPACTION. GEOTEXTILE FILTER FABRIC THE FILTER FABRIC SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS AND THE FOLLOWING. • STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 300-8.1.1 • FILTER FABIC SHALL NOT BE LEFT EXPOSED MORE THAN 7 -DAYS. • SURFACES TO RECEIVE FILTER FABRIC, IMMEDIATELY PRIOR TO PLACING, SHALL BE FREE OF LOOSE OR EXTRANEOUS MATERIAL AND SHARP OBJECTS THAT MAY DAMAGE THE FILTER FABRIC DURING INSTALLATION. • FILTER FABRIC SHALL BE PLACED ON THE BOTTOM AND SIDES OF THE TRENCH AND FOLDED OVER THE TOP AND OVERLAPPED A MINIMUM OF 12 -INCHES. • ADJACENT ROLLS OF THE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 12 INCHES, OR AS MANUFACTURE'S RECOMMENDATIONS. THE PRECEEDING ROLL SHALL OVERLAP THE FOLLOWING ROLL IN THE DIRECTION THE MATERIAL IS BEING SPREAD. • SHOULD THE FABRIC BE DAMAGED DURING PLACING, THE TORN OR PUNCTURED SECTION SHALL BE EITHER COMPLETELY REPLACED OR SHALL BE REPAIRED BY PLACING BY PLACING A PIECE OF FABRIC THAT IS LARGE ENOUGH TO COVER THE DAMAGED AREA AND TO MEET THE OVERLAP REQUIREMENT. 1. CONTECH C-40 OR C-45 NON -WOVEN GEOTEXTILE 2. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 3. OR APPROVED EQUAL. GEOTEXTILE DETAILS WOMP17-0000051 0 rY o_ 0 to N I cD N L7J J:\126-2659\WQMP\TRACT 19960\19960-WQMP-06.dwg, 4/25/2017 5:01:32 PM, DWG To PDF.pc3 PARTY RESPONSIBLE FOR BMP MAINTENANCE REQUIRED FREQUENCY MAINTENANCE AND INSPECTION CITY OF FONTANA REMOVAL OF SEDIMENT AND DEBRIS FROM PIPE 2X/YEAR 961, PERFORATED COMMUNITY FACILITIES DISTRICT REPLACEMENT OF SYSTEM AND COMPONENTS AS AFTER MAJOR PIPE CFD NECESSARY STORM EVENTS TORRENT REMOVAL OF SEDIMENT AND DEBRIS FROM MANHOLE PER CITY OF FO 2X/YEAR RESOURCES MANUFACTURER'S RECOMMENDATIONS MAXWELL IV COMMUNITY TY FACILITIES DISTRICT AFTER MAJOR INJECTION REPLACEMENT OF SYSTEM AND COMPONENTS AS (CFD) STORM EVENTS WELLS NECESSARY REMOVAL OF TRASH, DEBRIS, SEDIMENT, AND CITY OF FONTANA POLLUTANTS FROM SYSTEM PER MANUFCATURER'S 2X/YEAR CONTECH COMMUNITY RECOMMENDATIONS VORTSENTRY HS CLARIFIER FACILITIES DISTRICT AFTER MAJOR (CFD) REPLACEMENT OF SYSTEM AND COMPONENTS AS STORM EVENTS NECESSARY REMOVAL OF TRASH, DEBRIS, SEDIMENTS, AND CITY OF FONTANA POLLUTANTS FROM SYSTEM PER MANUFACTURER'S 2X/YEAR CONTECH CDS COMMUNITY RECOMMENDATIONS CLARIFIER FACILITIES DISTRICT AFTER MAJOR (CFD) REPLACEMENT OF SYSTEM AND COMPONENTS AS STORM EVENTS NECESSARY CITY OF FONTANA 2X/YEAR INFILTRATION COMMUNITY REPLACEMENT OF SYSTEM OR ANY COMPONENTS UPON TRENCH FACILITIES DISTRICT FAILURE AFTER MAJOR CFD STORM EVENTS ON LOT AREA 2X/YEAR DRAINS— POP UP KEEPING AREA DRAINS AND POP UP EMITTERS FREE OF DEBRIS EMITTERS, HOMEOWNER AND SEDIMENT AFTER MAJOR INFILTRATION STORM EVENTS TRENCH NOTE: OWNER/DEVELOPER RESPONSIBLE FOR MAINTENANCE AND INSPECTION OF ALL STRUCTURAL SOURCE CONTROL BMPs UNTIL THE CITY OF FONTANA COMMUNITY FACILITIES DISTRICT OR THE HOMEOWNER TAKES RESPONSIBILITY. PARTY RESPONSIBLE FOR INITIAL MAINTENANCE AND INSPECTION NORTH FONTANA INVESTMENT COMPANY, LLC 1156 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 ROCK BACKFILL ROCK BACKFILL MATERIAL SHALL BE FREE -DRAINING ANGULAR WASHED STONE UNIFORMLY GRADED 1" OR 2" SIZE. THE ROCK MATERIAL SHALL BE PLACED IN 8" TO 10" LIFTS. THE MATERIAL SHALL BE WORKED INTO PLACE BY SHOVEL -SLICING, RODDING, AIR -TAMPER, VIBRATORY ROD, OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN THE GEOTECHNICAL ENGINEER IS SATISFIED WITH THE LEVEL OF COMPACTION. GEOTEXTILE FILTER FABRIC THE FILTER FABRIC SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS AND THE FOLLOWING. • STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 300-8.1.1 • FILTER FABIC SHALL NOT BE LEFT EXPOSED MORE THAN 7 -DAYS. • SURFACES TO RECEIVE FILTER FABRIC, IMMEDIATELY PRIOR TO PLACING, SHALL BE FREE OF LOOSE OR EXTRANEOUS MATERIAL AND SHARP OBJECTS THAT MAY DAMAGE THE FILTER FABRIC DURING INSTALLATION. • FILTER FABRIC SHALL BE PLACED ON THE BOTTOM AND SIDES OF THE TRENCH AND FOLDED OVER THE TOP AND OVERLAPPED A MINIMUM OF 12 -INCHES. • ADJACENT ROLLS OF THE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 12 INCHES, OR AS MANUFACTURE'S RECOMMENDATIONS. THE PRECEEDING ROLL SHALL OVERLAP THE FOLLOWING ROLL IN THE DIRECTION THE MATERIAL IS BEING SPREAD. • SHOULD THE FABRIC BE DAMAGED DURING PLACING, THE TORN OR PUNCTURED SECTION SHALL BE EITHER COMPLETELY REPLACED OR SHALL BE REPAIRED BY PLACING BY PLACING A PIECE OF FABRIC THAT IS LARGE ENOUGH TO COVER THE DAMAGED AREA AND TO MEET THE OVERLAP REQUIREMENT. 1. CONTECH C-40 OR C-45 NON -WOVEN GEOTEXTILE 2. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 3. OR APPROVED EQUAL. GEOTEXTILE DETAILS WOMP17-0000051 0 rY o_ 0 to N I cD N L7J J:\126-2659\WQMP\TRACT 19960\19960-WQMP-06.dwg, 4/25/2017 5:01:32 PM, DWG To PDF.pc3