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U } <br />C <br />DRAINAGE AREA SUMMARY LEGEND <br />Q 0 <br />c FLOW LINE <br />DRAINAGE AREA BOUNDARY <br />I° <br />y _-- -_"_�- _ - <br />_- EXISTING STORM DRAIN <br />180 LF OF 96" PIPE <br />® \ �� PROPOSED STORM DRAIN o <br />'ff sO�S u w w ` <br />mil <br />`� ��i-LLJ <br />���������������� ��� �1� DA-# DRAINAGE AREA NAME <br />o9,700 <br />( AC <br />o7,400 TOTAL ACREAGE <br />/ f <br />�r ow C <br />CP-# DISCHARGE POINT <br />z <br />a NOTE: <br />REDUCTION IS BASED ON 20% FOR DENSITY, 20% <br />PERVIOUS AREA <br />e FOR MIXED USE, 107. FOR URBAN CENTER, AND 10%00 <br />° .v vv <br />FOR REDEVELOPMENT (50% MAX PER ORANGE !,�rP•f�% w� p; `` cc N co <br />E COUNTY TECHNICALNGUIDANCE DOCUMENT) �` jam' W ®\ \ \ \\`\ \ \ \\ I POTENTIAL STORAGE SYSTEM. �""� z Q <br />r ' ,z f l \ \ I ALL LOCATIONS AND SIZES O <br />PROPOSED INFILTRATION FACILITIES ARE SIZED PER ! 5� - ,-'/ I �'� \ \ \ \ \ ` I ARE APPROXIMATE. w co <br />a ° <br />THE EXISTING DRAINAGE AREA BOUNDARIES 1 1 I <br />1 \ 11 \ 111 O <br />o N '%'`` 500 LF OF 96" PIPE 1 1 1 11 1 �� I i APPROXIMATE AREA TRIBUTARY Q X <br />TO SANTIAGO CREEK /��\ o o Q O_ <br />(HYDROMODIFICATION ZONE) �� z w <br />_ I Q <br />N ''G/ I ❑❑ 1 W 1 1 Elf D <br />O_ CA <br />/ �+VO '�f/ \ SLLI ,J �lil 1 1 1 1 III, w <br />VV > <br />V03 <br />0 W <br />p <br />I I I 11 =o <br />no!f <br />/' - S L• I III I ° <br />'� 4.48 <br />W 0 / V CP-D \ - <br />S O Q <br />a c / / �y"u Q2=10.4 \ J' - _ _ 1 _ Il P ', I I m 6 <br />m�4 I A i II 1 to 0 Q CD LLJ <br />N �a I i I / ' I 1 jl it II i o C) J Co \ <br />x I° I r 1 III II j II II ° U w <br />�I I <br />a ° W. <br />2D.4D r_ U <br />w o <br />I l it l wo � o <br />1 Ill I I I 1 I I O O U <br />U m lm 1 I I III 1 O- � CN m > <br />c g o I I I i it o< Q } m <br />m l I� i t' 1 1 I i it Q w m <br />a <br />ly LL I I I I+ Y ¢ vl Q w <br />it <br />o.. ., �� .. BEDFORD <br />------------------------ - <br />c - - t�i� 1 ❑ <br />,q� o s a _ �� / I I a w ----------------------- <br />II <br />U 0 <br />` IIII <br />g m i 0000 <br />x <br />°' t � I I I✓ °Uj <br />I I I I I I <br />-; \ DA-E3°o 1 <br />o ° -1 DI I As �� ��� ° // IVIJI <br />�, ♦ �� �° DA-05 <br />C / <br />12.48 / <br />v I I 1 � I .. , �� �. ♦ I I I <br />Y I I 1 u. I° Irn l <br />E <br />o -a " y ♦ ° <br />LO <br />CD <br />o c I- b S S 1 o o - <br />o I 1 � ° <br />7 .� u�w <br />E I le o .� ��w� � I� I I <br />o l l i i�� 1 1 S S 1�l W Q <br />N c - `� <br />Irn 1 0 <br />_ I <br />o b b "\ U O <br />I ° I 0 �F 0 <br />10 OF Uj <br />✓ - ��� �" { <br />o 1 ^ 1 ! ✓✓ 1 �" 3.76 I�"l 1 / 6 PIPE (' �{L <br />1 � �wIIII I � � Q Q <br />law ° LO <br />J m J IQICI 1 1 z LU>< <br />C 1 J 1 r r +" .r '�� .y / / ofN 1 J w a <br />Y; 111 .. �. 11 N Qa�xQ <br />a z \ DA-E2u 100y LF OF 96" PIPE N uIWLL III z J <br />J Q l e \ 011 y. LL u W 200 LF 96" PIPLU <br />I I I I I Z a w o <br />., i , ° \�`� ° I /,ALL •1�f1 ° -----� ------ s+-�-f� 1 <br />o-------- ---------------------------- - ------------------------------------ - ------ - <br />m_ _ _ _------------------------ - <br />W <br />W <br />--- - - - - - - - - - - - - - - - - - - e ° S S IN S- - - - - - - z z <br />L� c s n cns -GAs )GAS - <br />-------- - - - - - - - - - - - - - - -- CP-C --- G/tS --- - Q <br />----------------- --- W °° <br />t ; CP-E2 - - - - - - - -� - Q2=19.7 - ----------_------ - - z <br />` Q2=0.2 __ -------MAIN STREET-------- \� -- - _ GRAPHIC SCALE IN FEET U Q <br />- - - - - - - - - - - <br />Y-TAT - - - -T- - - - T T T- - - - -T- - - - ° -T- - - - - - - - - - - - - ~ - - - - <br />E ® o ----°- -- ----- <br />m.. -- - ---------------------- ----- - --------------------------------- --- SHEET NUMBER <br />`e---------- -- ------------------------------------------- -- --------------' --- ------ --- 4 - <br />------------- - ---- ° T 4r e--�� !II/ ---------------- f�3-------- R t �� _ ~r ` - i r -n�� O I r T I <br />r <br />o ° <br />_ __7 fC-------------°e CC <br />o <br />a <br />Parcel <br />%Impervious <br />C <br />A (acres) <br />Reduction <br />Depth <br />(inches) <br />Volume <br />(cubic feet) <br />Adj Volume <br />(cubic feet) <br />1 <br />90% <br />0.825 <br />5.44 <br />50.0% <br />0.8 <br />13, 000 <br />6, 500 <br />2 <br />90% <br />0.825 <br />1.63 <br />50.0% <br />0.8 <br />3, 900 <br />2, 000 <br />3 <br />90% <br />0.825 <br />1.91 <br />50.0% <br />0.8 <br />4, 600 <br />2, 300 <br />4 <br />90% <br />0.825 <br />1.76 <br />50.0% <br />0.8 <br />4, 200 <br />2,100 <br />5 <br />90% <br />0.825 <br />2.83 <br />50.0% <br />0.8 <br />6,800 <br />3,400 <br />6 <br />90% <br />0.825 <br />22.9 <br />50.0% <br />0.8 <br />54, 900 <br />27, 500 <br />7 <br />90% <br />0.825 <br />4.05 <br />50.0% <br />0.8 <br />4, 900 <br />8 <br />90% <br />0.825 <br />3.08 <br />50.0% <br />0.8 <br />3, 700 <br />9 <br />90% <br />0.825 <br />1.97 <br />50.0% <br />0.8 <br />4,700 <br />2,400 <br />10 <br />90% <br />0.825 <br />1.66 <br />50.0% <br />0.8 <br />4, 000 <br />2, 000 <br />Not a Part <br />90% <br />0.825 <br />2.94 <br />50.0% <br />0.8 <br />7,000 <br />3,500 <br />