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2 - 1" 0 HOLE " <br />6" MIN. NATIVE FILL <br />159TH VEGETATION <br />(T� ] Fri 211 MINS <br />6" - 3/4" J <br />DRAIN RACK (TYP.) <br />PVC DRAINAGE/� <br />STORAGE PIPE <br />6_ <br />PROPERTY LINE <br />4 L 5• MIN. <br />5• MIN. <br />— 3/4" DRAIN ROCK <br />iTRICTOR UNDER NATIVE FILL <br />PLATE WITH VEGETATION <br />12" X 12" PRECAST <br />_ CONCRETE BUBBLER <br />BOX (MIN.SIZE) <br />1' (TYP.) I <br />PVC DRAINAGE/ <br />STORAGE PIPE r 2 - 1"0 HOLE <br />i <br />®I i <br />I I ' <br />GRASSED SWALE <br />0 S = 2% TYP. __I -.- <br />I I <br />I I <br />I I <br />NOT USED--ARE+!PRAIN <br />��/ <br />PI AN <br />PI <br />/L <br />PRIVATE PROPERTY _J <br />t <br />5• MIN. l <br />- — __zz <br />� i <br />I <br />I <br />6" / " <br />1' DRAIN 3d04CK i <br />TYP. II <br />— RESTRICTOR PLATE I <br />WITH ORIFICE <br />a� <br />TYP- <br />. 3/4" DRAIN ROCK <br />3' _I RIVER <br />COBBLESTONE <br />SECTION <br />NOT TO SCALE <br />REMOVABLE GALVANIZED <br />STEEL RESTRICTOR PLATE <br />OVERFLOW WEIR, <br />AS NECESSARY <br />(SEEINOTE 2 BELOW) <br />r � <br />I 1 <br />ORIflCE FOR SLOW RELEASE <br />AT PRE -DEVELOPMENT RATE <br />GUIDE BRACKET SECURELY <br />CONNECTED TO WALL <br />SECTION n - (B) <br />NOTE: <br />1. PVC DRAINAGE/STORAGE PIPE AND <br />RESTRICTOR PLATE WITH ORIFICE ARE <br />IN ADDITION TO GRASSED SWALE TO <br />CONTROL ADDITIONAL RUN-OFF <br />(DETENTION AND SLOW RELEASE) <br />SIZE SYSTEM FOR 10 -YEAR STORM <br />EVENT (SEE CITY DESIGN CRITERIA) <br />2. PROVIDE DESIGN CONSIDERATION FOR <br />SAFE OVERFLOW DISCHARGE OF A <br />100 -YEAR STORM EVENT. <br />DESIGN CITY OF REDWOOD CITY <br />GUIDE ENGINEERING AND CONSTRUCTION <br />DATE: 2/26/04 DETENTION AND FILTRATION SYSTEM <br />REV. 1 SHT 3 OF 4 <br />EXHIBIT B ENGINEERING <br />INFILTRATION DETAIL <br />1460 KENTFIELD AVE 598 E Santa Clara St, #270 <br />San Jose, Ca 95112 <br />Redwood City California (408) 386 7408 <br />SCALE NO SCALE DATE: 01/13/23 DRWG. NAME: PROJECT N0. SHEET 3 OF 3 <br />ATTY/AGR.2023.134/Cypress Capital Partners 2019, LP (1460 Kentfield Ave) (Page 12 of 18) <br />PROPERTY LINE <br />– – — <br />- -- —� <br />DEIFNTIM AND FlLTRARDN BASIN <br />I� <br />�3w <br />I <br />� <br />a� <br />AREA DRAIN AREA DRAINS <br />� <br />I%k <br />IaN <br />.,Ds <br />DS� <br />SI <br />I <br />CLEAN <br />I <br />"UTI <br />AREA <br />W1Wl , <br />A <br />=I <br />GRAIN <br />�RFN <br />Iw <br />la <br />�I <br />al <br />HOUSE <br />D. <br />I <br />I <br />I <br />PROPERTY UNE <br />CURB AND mnm <br />2 - 1" 0 HOLE " <br />6" MIN. NATIVE FILL <br />159TH VEGETATION <br />(T� ] Fri 211 MINS <br />6" - 3/4" J <br />DRAIN RACK (TYP.) <br />PVC DRAINAGE/� <br />STORAGE PIPE <br />6_ <br />PROPERTY LINE <br />4 L 5• MIN. <br />5• MIN. <br />— 3/4" DRAIN ROCK <br />iTRICTOR UNDER NATIVE FILL <br />PLATE WITH VEGETATION <br />12" X 12" PRECAST <br />_ CONCRETE BUBBLER <br />BOX (MIN.SIZE) <br />1' (TYP.) I <br />PVC DRAINAGE/ <br />STORAGE PIPE r 2 - 1"0 HOLE <br />i <br />®I i <br />I I ' <br />GRASSED SWALE <br />0 S = 2% TYP. __I -.- <br />I I <br />I I <br />I I <br />NOT USED--ARE+!PRAIN <br />��/ <br />PI AN <br />PI <br />/L <br />PRIVATE PROPERTY _J <br />t <br />5• MIN. l <br />- — __zz <br />� i <br />I <br />I <br />6" / " <br />1' DRAIN 3d04CK i <br />TYP. II <br />— RESTRICTOR PLATE I <br />WITH ORIFICE <br />a� <br />TYP- <br />. 3/4" DRAIN ROCK <br />3' _I RIVER <br />COBBLESTONE <br />SECTION <br />NOT TO SCALE <br />REMOVABLE GALVANIZED <br />STEEL RESTRICTOR PLATE <br />OVERFLOW WEIR, <br />AS NECESSARY <br />(SEEINOTE 2 BELOW) <br />r � <br />I 1 <br />ORIflCE FOR SLOW RELEASE <br />AT PRE -DEVELOPMENT RATE <br />GUIDE BRACKET SECURELY <br />CONNECTED TO WALL <br />SECTION n - (B) <br />NOTE: <br />1. PVC DRAINAGE/STORAGE PIPE AND <br />RESTRICTOR PLATE WITH ORIFICE ARE <br />IN ADDITION TO GRASSED SWALE TO <br />CONTROL ADDITIONAL RUN-OFF <br />(DETENTION AND SLOW RELEASE) <br />SIZE SYSTEM FOR 10 -YEAR STORM <br />EVENT (SEE CITY DESIGN CRITERIA) <br />2. PROVIDE DESIGN CONSIDERATION FOR <br />SAFE OVERFLOW DISCHARGE OF A <br />100 -YEAR STORM EVENT. <br />DESIGN CITY OF REDWOOD CITY <br />GUIDE ENGINEERING AND CONSTRUCTION <br />DATE: 2/26/04 DETENTION AND FILTRATION SYSTEM <br />REV. 1 SHT 3 OF 4 <br />EXHIBIT B ENGINEERING <br />INFILTRATION DETAIL <br />1460 KENTFIELD AVE 598 E Santa Clara St, #270 <br />San Jose, Ca 95112 <br />Redwood City California (408) 386 7408 <br />SCALE NO SCALE DATE: 01/13/23 DRWG. NAME: PROJECT N0. SHEET 3 OF 3 <br />ATTY/AGR.2023.134/Cypress Capital Partners 2019, LP (1460 Kentfield Ave) (Page 12 of 18) <br />