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Plans (3) w I 51J 4fcc449Navd In 11/4419-011- 60412- '2 v ' v N1TpTD �'Er - vot:f- II - �ou`'E I i EXISTING 20'— / ...\\ ROADWAY EASEMENT LO ,r' '~� :. :- AND OUTFALL +79,9 9�� p5 FG O Ix) \ 0 ..'' :. : PROTECTION N 8 °47' S,. W � �' IJ 89°41'45" W � ,D &1 T - SJi` RAIN DRAIN TION .. ♦ r. . W W W BUILDING OFFSET AND J ! Y , °< ' -.'-:(a-. • a• IMPERMEABLE LINER AS APPROVED � X95' 'j ,U„ .:..-% ,. W I BY BUILDING JURISDICTION 200 III! a 1 .. < "., W I . • PERFORATED PIPE MANIFOLD �Or. j' • " 195 J FOR LENGTH OF FACILITY; _ •• O I I �• ® MINIMUM. M Boz'... ,,Y.,.,,° v C7 a°, r W I I W W .• STRUCTURAL WALL PER • 16 t7 =u*r--*- W W W W I I W W W y (. BUILDING JURISDICTION i -'�-- -, OCTC ( 3 2019 \ 1 I 2 8'-6„'IA Q W W A PORCH • I ' ^ - . y 0, EL._2025 _ qY ,✓ '” I r=� 7c � � ° •n 6111,1141 W W VII I I = IIII IIIIIIIIIIIIIIIIYIIIYIIII IIIIIIIII"! _ .• Oy 9 L°.' 1 •.• ' _ ►Y 1�ul llulA ululwoll ulmuu 1111 11111 1lYl �, ° a (`. .. e -17- •• •• 1 I�iYII�IIII,I YI 1111111111111111 II - I 30" MIN. OVERFLOW TO 1 . 1 - 6� FACILITY WIDTH CONVEYANCE N W O • = lir, id Bio• I' MACN FLOOR = I: $m==g• ��1u��� 1, 2" MIN FREEBOARD = `' , o g o ! Z. EL.203.0' •_ �� «��<W ° . �I VI! I I I�I�• • ' II 6" MAX POND DEPTH 1 I 8o coVLL • '.. .\ III-11�1 I IIEIII • I, I1"---". �a • • =gwTh�w • 1=111=11 �LI_I11=1. o o M _ w.=Qas 7 aJ1_I I�I I 1=111E-11k Q= W> �''I-11 111= =1 —III—II..:,y lap MIN GROWING MEDIUM oIT 1 � ¢« NLL aI�11EIi -�i1_EIir_. . = N000do ,y .I—III-ISE El 11-1 11=11. ) �i _ z LL I V LL., m e' ° •i r Yr • %�• fv�; 3" DEEP (3/4" - 1/4w) CLEAN ' I _ << m o -- . . . .' ›"..../ - CRUSHED DRAIN ROCK • oli--,.1, , 1: :• 9" DEEP (1-1/2" - 3/4") • , .A•I c !F. I i� cn 'a I • • r�Y�b�_ w Y 7-g1„- CLEAN CRUSHED DRAIN ROCK ! N °e. liD '1414,1;,)) 6. II YIIIIIIIIIIIIIIYII II E .-2� �� -.Y.Y.� ull �' O - _ Is = \ \, '�I/i OVERFLOW TO 1 '' . / *V CONVEYANCE ).1 6 t� Ill_ p m ml unl a -4 � � -� - �� I A •. _ =yUANPGN Nr ••F 13500 P.S.L) I r U I .�f/ . . • SECTION A—A o I - --—= --- _—i-- - �_ W N •\. \ �T ON5 = 21as j 9 coONOTES: ■W, 39.7 r. Y. 281 45�,� 9 . C- L .9 I 45" E S`89°4r1. PRIVATE WATER QUALITY TREATMENT I .70' ; • m iv- LOT# 2 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 1:, ON INCOMING FLOWS. I of o f BOX A SIZE 158 S.I . 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. A ��cp 1 ti j ti / ti ti \ I /e. NiVO00.� / H A� # OF PLANTS 182 S.F. 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. Ij///// 0 F(,op1L�e//Jfj WOOD 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR j�j 44 If�j2ErT" TEES TYPE OF PLANTS HERBACEOUS SEPARATION.6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. -10'7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OFP.U.E. X X SIL?' FFiJ�� �I�SJb�t COAfli IaC. SIZE OF PLANTS 1/2 GALLON FACILITY IS BELOW BUILDING FOOTING. t/ IG — A761/ 1� 01 � Yv � �PLANIERU FLOW LISA I PLANTS J N THROUGH — A\ �BOO� ��a�W �� ���vb��s �� SW GREENSWARD LANE z ANTER_ REVISED 03-16 ¢� DRAWING NO. 74 I y .. a s CITY OF IG RD N < 0 , rhSiTE P L A Approved by Planning °' < 0 O O ~ ¢ N 9.;�� S C A L E 1 " = 2 0 ' - 0r�##�I N N w -0 Lu I-a • w U co Initials: C 0w - w< ✓� �o U CD fa_ , —c''' _11111 1 I1IIIII VIIIIIuIIII.II.IIIIIM