Plans (310) \`(\ 1.--a-0\--A - cso t U
C. 3 \oU,'\St"
riSINEMZEINN RAIN DRAIN AND OUTFALL
PROTECTION
2500, BUILDING OFFSET AND
_7;7;770
� APPROVED BY BUILDING
PERMEABLE UNER AS
JURISINCIION
+/ 7%;�"/ 0 01:011101 APPROVATEO PIPE MANIFOLD
• FOR LENGTH OF FACILITY;
1../1/771/2:./.' .J0 MINIMUM.
J.
'STRUCTURAL WALL PER
V :'// �{, A �IA� A BUILDING JURISDICTION Z
f ::;7//1:
/ ,INQ. LI
O
(h i
K,1\/X
/',, /�
IA `D.Nx. OVERFLOW TO CONVEYANCE
y - I /lll\�'�' ' 1•MIN FREEBOARD
0 4
,,,,,:,,,,,/,,:„...,/r/n/01
/\/\/\ �� • 6'MA%POND DEPTH
F/ ''K/• 1 KA"co .\/\/\\' 'l1 111 X111 rgri�II� i\ 1B"MIN GROWN°MEDIUM 121
X \ � �`� j\\\ 11=11 II TAM!It 3'DEEP(3/4" 1/1')CLEAN
f I n
1'''�'% ,r X`�1••`. \\\\ /\J\ CRUSHED DRAIN.ROCK Q
' : /`• Y` ///// - .1� 1,1. ///:�:\ 9"DEEP II�� •
1"IY•1, / •1 � 1-,_bli� CLEAN CRUSHED DRAM ROCK
1:1-
LY-1/./Z.,• � \ �\ ,VAA' OVERFLOW TO CONVEYANCE
O � �// /\Y ;l,\•:1511,\/\/\ \\\\\\\\\ WATER ORODFPVC BOOT AND _
T., ./ I! CONSERVATION \\� .\����`,/f.\ /p\j��y i/.(�// CLAMP OR APPROVED EQUAL l
.7.,,,,;;,/,,....
' ' EASEMENT yrs��•/ �5",s� SECTION A-A CI
/�� x i ii/i`Ti//\
O/. 0
y I. r MN WATER DUALITY TREATMENT
S'�%�;•i ' '/ / F LOT 1 ]D"IM MON MO-°FLOW IFN6,N ID BE CALCULATED
O
+' 1: BA4D ON WDOI.ND FLOWS
.,,i. .. - 00%BRE OF, a SEOETATIOLL SEE RANT LIST M LIDA HANDBOOK.
le..„'''x\ 1 1.NO TIRES OR DEEP ROOTED VEGETATION OVER PINS n
CO//' L OF 6 S RAM DRAM AND MINIM TO NNNTAIN MAXIMUM LINEN(
..,,,,,,,x.„,„,.„, ,./.J...- 1tiTE 6 PLANTD SEFMATIII
••1/',///\,,/"7, /T IL OUTFALL PROTECTION NEED PER RW CALCULATIONS
/,,,,.2:1777';‘>''
` - D SE 4 PLANTS WRONG DMO UR BIC O A*WC F RING. MEN DEM
M
/Y\t i,• W FACILONG,Y IS BELOW BMOC REWIRED
;'" '/"•'r5- .?�y '�� FLOW THROUGH LIDA O
\1 _i/��'i