Laserfiche WebLink
EVSTE 165.41 <br />SAN JOAO.. COuNTY <br />CALIFORMA 250 13E004 cAup ROAD <br />Pond Volume Calculations: <br />1144 sheet thorn the retention pond ca...403 for the Ground Up Invest.. protect koated at 25 3 kends <br />Camp Rd, French Camp, CA. 1120000303 312000, reduetIon and Realment {oak as <br />defined In the Post-ConstroirOon Water flalanee Caltulatof. A 48hour Infilvallon creeld has not.20 apphed to <br />these .kulations. <br />Buddr.ago <br />impemoos 095 <br />Land.. 0 30 <br />Pood 100 <br />Building 11200 <br />0.95340108 111165 ac <br />Landmape 59162 . <br />Pond 16397 <br />R= 3.12 in <br />Vp <br />4950 of <br />63107 d <br />6153 d <br />6526 et <br />MN 01 <br />111 <br />3.12 17 <br />3 12 12 <br />3-12 11 <br />3.12 12 <br />San Sago. County Ma.. Required Volume <br />2 A <br />Rudd, 2 0.65 11200 <br />...AA 2 0 95 129165 <br />Landmape 1 020 5916/ <br />Pond 7 1.00 16397 <br />Total 215924 <br />IANDSCAPED 17% <br />Proposed Pond Volume for Pond 1 <br />Bottom Area = 1717 sf <br />Surface Area= 5.6 of <br />ence. 3691 sf <br />ENO, A rt <br />Proposed Pond Volume tor Pond 1 <br />Bottom Area = sf <br />Surface Area. 3429 sl <br />fhlference. 2936.96 of <br />Desd. 6 N <br />Proposed Pood When, for Pond 3 <br />Itottom Area = 3.5 of <br />Surface roma. 7160 of <br />Difference. 5075 sl <br />.02. 6 N <br />Volume of hojected Bottons. 13736 <br />030,40445 Volurne= 14764 <br />Total Vokree. 22500 <br />Volume of Prated Bodo.= 7120 of <br />Remaining Volume= 22755 64 d <br />Total Volume= 111675.24 el <br />Volume of Woke. Bottom. 16680 <br />Remaining Volume. 10. <br />Total Volume. 36020 <br />PROP. CITRO S011)1•31-w 102.55. <br />PROPOSED <br />STORM.. <br />RETENTION POND 3 <br />ft DEP. <br />PROPERTY'S. <br />UNION <br /> <br />PACIFIC <br /> <br />RAILROAD <br /> <br />COMPANY <br />Gra. Totol Volume= 84356 <br />01. <br />160003334 P0132 <br />IF 130023. <br />RETENGCN POND: <br />TOP OE POND I: 5108,7 <br />801104 02 P2001: 1, <br />601011 02 <br />322050013431 <br />EX EP ' <br />Er 103 0302 <br />Er CL <br />TOP OF PCND 2: 1.823 <br />..12012m,01A OF POND E SF <br />TOP OF POND 1 7.160 SE <br />BOTTOIA OF PEND 3. EONS SF. <br />DENTE <br />I. PONO DTI SuBAECT 80 01154440 BASED Cei <br />PERCOLAIICIA TEST 1801 02011001001 <br />ENGINEER. <br />INSTALL DATER <br />ONLY SICal 504034450E <br />EX. PP <br />• Er PP EN PP <br />--•-•NOVIS4rE <br />- ----------------------------------------------- <br />VAULT. <br />\-116•111.20-114.50* <br />1VSYW 34.44 • <br />EL DORADO S7REET <br />YARD/LANDSCAPE REQUIREMENT <br />30. CPP681 FRCS MST. <br />la OFFSET FROTI PROPERTY LINES <br />27502 PROPOSED DEvELCPED AREA To BE <br />LANDSCAPED <br />o e X <br />PARKING REOUIRELIENT: <br />PAC•0119 MONO <br />I. UNDERGROUNO UTUTE3 ARE NOT 410.. 320. DRAINAGE <br />SYSTEM TO 8E 065301160 PETER SITE PLAN APPROVAL <br />2 PLAN 13 PRELIMINARY UNTIL MAL OESICS. <br />103.0310 PER 61010(0 ENGINEER. SEE 0E1341 A scooR r .401 <br />\ TRUCK PARKING 07 <br />CAR PARKNO 11 <br />HANDICAP P0000110 <br />NO 0000550104 <br />REV1SON3 <br />BY UNAU1HORIZED CHANGES AND USES: <br />THE MOWER PREPARING MESE STE PLANE SU NOT BE <br />RESPONSIBLE FOR, OR UABLE FOR, UNALITIORSED 0I011403 <br />TO OR USES OF 111E5E PIA. ALL CRAKES TO 111E30 <br />PLANS 1.31 89 34 3012010 AND MUST DE APPROVED BY <br />PREPARER OF IRE. PLANS. <br />WONG ENGINEERS. INC. <br />PLAN,. 0.8ERVIO SLIRMN6A <br />576 ..or.rao.) .176-oOtr . 50XXION, CAUF <br />R 717 ,19 0 OE./ 8a2E I/2M <br />I ou) <br />.1011 5104 <br />DAM 000 2049 <br />some 00 530336 <br />DRAIN EN/EN <br />DESNA. De <br />CIECHER 3(0 <br />SITE PLAN <br />FLE 3989 <br />2 <br />Se TVS