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ROOF AREA x 4% FLOW—THRU PLANTER <br /> REQUIRED TREATMENT PROVIDED NOTE: <br /> 4479 x 4% = 180 SF 180 SF ROOF AREA OUTLINES ARE SHOWN FOR <br /> 3632 x 4% = 146 SF 146.25 SF REFERENCE ONLY. SEE PLUMBING PLANS FOR <br /> 1839 x 4% = 74 SF 74.25 SF AREAS COLLECTED BY EACH RAINWATER <br /> 3508 x 4% = 141 SF 141 .75 SF LEADER. AREAS FOR CALCULATION PROVIDED <br /> 6246 x 4% = 250 SF 258.75 SF BY PLUMBING PLANS. <br /> I <br /> ` I L. . j <br /> 1 � I <br /> �-- I <br /> 180 SF 146.25 SF 74.25 SF 141 .75 SF 258.75 SF (' _ <br /> ' (375'x45 ) (325x45 ) (165x45 ) (315x45 ) (57.5x45') I <br /> z. von- _ 4 � tie xv = � sTril ' t.'tk4c. L / 't at o <br /> 4 <br /> 1-WP4.10‘1 if crIl Wet,T C��� iatt _ _ r� ar�ae�ssroxsrasrodi_ nam r� a�j 6246 SP ir- <br /> k Tyi'o s } +IIIIIIIn , 000 7 Al. t R Is • <br /> ° <br /> $ ;4tp_________ 4666 8 �p a e Y1.i� fr///,I i j ltrhill ill if i <br /> O �E £381 r sxaaxRaw vyq RA I? rom w. xWucc y , 2; Ely i <br /> kss tp I�eRe hl if { I RAI?l�"L�`7I? x k f ; i a 11,W a 4i a f� <br /> 5 .:`. �f`''- .�. ' Y(C� uzm+ e.Jw. . c .._.I O III , >r._t`a .'" , ei , annti r' tiptai1 tgtsi <br /> }�} frl 88.0 SF 238.0 SF 187.0 146.0 SF • <br /> W -(3p y4c\ ( 1---- x4 ) (36.5'x4') <br /> } \ \ pJEGT LIMIT <br /> (50,200 SF, 1 .15 ACRES <br /> \\ 1 \ \ . <br /> ‘ ---A \-k\ 77 1 1-7 i i <br /> ROOF AREA x 4% FLOW—THRU PLANTER 't <br /> REQUIRED TREATMENT PROVIDED 246. <br /> 2180 x 4% = 88 SF 88 SF <br /> 5945 x 4% = 238 SF 238 SF LEGEND: <br /> 4666 x 4% = 187 SF 187.0 SF =ma FLOW—THRU PLANTER <br /> 3638 x 4% = 146 SF 146 SF C = ROOF AREA DRAINS TO NORTH <br /> c n ROOF AREA DRAINS TO SOUTH <br /> • r 255 SHORELINE DR Subject FIGURE 5B PROPOSED ROOF DRAINAGE <br /> SUITE 200 849 VETERANS BLVD S\ %IP <br /> �. REDWOOD CITY, CA 94065 Job No . 20150024 <br /> m : 650-482-6300 By JY Date 08/05/16 Chkd . JM <br /> .D 650-482-6399 (FAX) Y <br /> ENGINEERS I BUNVEYBM IPUINNENS SHEET _ 7. _ OF .: <br /> ATTY/AGR.2016.231/849 Veterans RWC, LLC - STMMA g Z <br />