Plans (16) 8�p1 Sw q wiz -S Gn /C-�ISTZo/?- 004112
�� Pure-12-
v 146.�EOP+'— TOS$I:a,
U�Lf
EXISTING 20'— Povv w
ROADWAY
EASEMENT
1. a A� ftpWG I>V� •
RAIN DRAIN AND OUTFALL , ��'N 8 47' 5" W � • 89°415" W �`_ �Q(^ �
•■ v PROTECTION lg �C • �t •
1=6_ "ice" W BUILDING OFFSET AND "" E .44
' W W IMPERMEABLE LINER AS APPROVED 9y
��I� ...::11a:4 r BY BUILDING JURISDICTION 2p0 ,,, A..... 1
RECEIVED
r,l,,,,.... "
0..,. * W W PERFORATED PIPE MANIFOLD ?p7. ,,,,,,,rl lI'r ice. " 195
W W
FOR LENGTH OF FACILITY;
4" MINIMUM. r� X02.... ........... ........ �
e W W
nurn,nuq.
�� W W W W STRUCTURAL WALL PER -17 • \— � 2 19
W W W W p" BUILDING JURISDICTION '
W W W I I `C`IT` YR�OF TIG,�!APtD
A W W 411Po W ;;i
A �� 1r PORCH~ I : ,:� ,I 4i1E� I i�+G I VISI.
• y EL.202.5'
' SilliaLi
,....1 _i
L
i�
W • W • O,
....
• \ II To. ® fl
•
30" MIN. OVERFLOW TO I •
= it
6" FACILITY WIDTH CONVEYANCE No 1 I. c te'=''',-.3,-
^
i r w e o F •
•
. c M da; LL E
., MAIN FLOOR I:. . T yP�ozg
�• asI 8°'
i •\u,�•v i�Ll::u-A _ r MIN FREEBOARD �`, EL:.203.0' I A ,.
Vm_livnu1 ,114. •
•
�LL�o _=
1'1 6' MAX POND DEPTH
•
NO¢U�LL
_ _ 1 y, 6
' 6"�1 Qa� w<
/ E11_ 111I 11E1 . t -60 • I 0ch . _ oa o gp�_e/\/ • I11=111E-II I=�=I11 18" MIN GROWING MEDIUM - •
= �¢�>ao §P
• —I I I I I III—III—I I
a ' .��4 III ILII IIIIIIII :' /4� SIT •
, =mea== r"
a c.c�csss•ic r.c.S�..9..4. 3" DEEP (3/4" - 1/4") CLEAN •
•
``-z <a
• = = CRUSHED DRAIN ROCK . o
MVO =Y1 - o w
t,
:'�..�..�..� O..�. �<. ' / 9" DEEP (1-1/2" 3/4") •
.A•AC
'VENN CLEAN CRUSHED DRAIN ROCK _,
E .-2l Q' N o
:i•-..-
4.4 _ ` -
11;
\\N . /\ `.: :•�\�/ e? 'S OVERFLOW TO UN �"� 0
I `, o
.Ga / \ ` S \ 4 CONVEYANCE I m. ---- --- �T \ Lr)
� •. ' mai\• / ,e''/ � WATER PROOF PVC BOOT AND I ', \ 90 r
\ / / / / / ✓ .,-",/, 8' 6"• Q •
4'CONC. 10' 0" N U• C
/`./.,,,*\ \� \ f\ /`/ ` CLAMP OR APPROVED EQUAL I h ; DRIVEWAY : w
/ FOUNQAl101V DRAIN PER DESIGN�� T 1
��`` 13500 P.S.I.I I (�
/i\ , SECTION A-A o II _ -. I. — _ —� - o J
*fAlgt4$'Si/\ NOTES: ti t9 , '45" E. Si 89°41'45'- I 0� \ 1^
1. PRIVATE WATER QUALITY TREATMENT ■ • 39.78' 28.70 • °o *►1
LOT# 2 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED I.
ON INCOMING FLOWS. d ") ti o I
A-514 NZ)
BOX A SIZE 158 S. 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. ��/wp?p ti N / ti ti ` I �'�yl/vPf�l�
OF PLANTS 182 S.F. 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. I I FLOwEI�INCi (.UDCfD
# 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR tt9t
TYPE OF PLANTS HERBACEOUS SEPARATION. _10' SfRErt" -nee-Es6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. P.U.E. K X S I LT FENCEEtC051bt1 CoN�i�L-
7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF
FACILITY IS BELOW BUILDING FOOTING.
SIZE OF PLANTS 1/2 GALLON WI,,EtG — — — — —
' 9°4' FLOW-THRU
PLANTER
FLOW LI DAI (160S.F) N
THROUGH H A\ D300K C1eanWater Services �� t SW GREENSWARD LANE b
P ANTER_ •�-�; p± �� .
DRAWING N 7 4 REVISED 03-16 cIl / Ur" TIGARD i°C
,m as
SITE PLAN Approved by Planning0,�, < ,
SCALE 1 2 0 - 0tp L7-th Date: ` - CV CV i -
1— O z w N
to
O }
Initials: a U) I-- CC a wc>
�o L