Plans (17) M SYZ019 . 00 U +2
8(0S I SW ve chutr9 L
oadtJ wwIT oaf T° IE �ANTE1`) A +2 go u51-
EXISTING 20' (S Bu GT•
ROADWAY
EASEMENT
1( �, (�'E(h�E ill 1€ 1>OC�I.c p
s'. '• RAIN DRAIN AND OUTFALL \ 19 N 89°47 4 " W'. _. N 89°41'45" W ,rp $� pLt eTD "
111.61.1011 PROTECTION 498.. I t 28.10' N S� le �utiT
••41.-.. H.. BUILDING OFFSET AND y9 ........
"'_Y-I1- �� W W y IMPERMEABLE LINER AS APPROVED 9
BY BUILDING JURISDICTION "O
PERFORATED PIPE MANIFOLD .90/
195
FOR LENGTH OF FACILITY;
01 12 6
4" MINIMUM.
.V 1
�� . 1 I + s STRUCTURAL WALL PER M -7 — --- - 7-
W W I I . W BUILDING JURISDICTION I
GI --- -
'.,� PORCH � -
A • W W W ',: . ,..,.,
A....ii �% I EL:203.5' I = T6..L ...•.
j , RECEIVED
_. y NOV 18 2019
•
RD
6" TYp. 30",MIN. OVERFLOW TO N I oICITY- UILDINOF G DIVISION "
FACILITY WIDTH CONVEYANCE o c:,
n i a o g
k —1I wO �rzLL` Pi
d N i "i'-u
_ MAIN FLOOR oN� o lq
i '\ ,i/". ��u��1i 1 2" MIN FREEBOARD EL.-204.0' ° �� a9
1�....___Ir' �r� nit ..�.. 6" MAX POND DEPTH I = §�80�� 4�
!r!!"..:
oQOLL
/V/ \ �I, SII, �� I 3'-0" 6-6.. 3'-0" _ <'g� Se
• � '�� • I-'• �' I - '
•
�, o o •
- ii/%lJ1�I4T` � i 18" MIN GROWING MEDIUM olT o���na li'i
/ " : iEi1EI Eiiii rye _ N¢_• *:� r 3" DEEP (3/4" - 1/4") CLEAN I I Z °
" CRUSHED DRAIN ROCK •
•
•
• OFFICE COPY ��
.4.. \/T\ \ ,.Y �,GY,1" 1 ,�.x- . \ , // 9" DEEP 1-1 2 - 3/4-) :ARAGE : I' I o
\ \ r••. •Y-•`t,=„ 4. CLEAN CRUSHED DRAIN ROCK i =
• \� y . . . Imo___ = X _
\ \ \...��.Y Y Y
�y a• • T \//�\ ,?\V, i \ \v/\\�\�T\ \\/ /\/�� OVERFLOW TO
I I 1 ---- ��—�
/� / ,/ / /, vy/ /� WATER PROOF PVC BOOT AND p = \ 4"CONC. I 21 I U
• ✓. /�✓�✓/.�/C //.�/ l \� CLAMP OR APPROVED EQUAL DRIVEWAY r4 w
\�\� \T! • •esNDAT•ION DRAIN PER DESIGN�• I h —13W0 P.S.I.I = I - r
\i\ r �Q\ /% SECTION A-A o Iw0 _ 1 I
Y/ / \ / \. 5 • ° co
�/' ,:-.,,,,,,,,,,,\ \ NOTES: ` `1-�A ► t89m. E�. - S 89 41'45" Ems/ ,:5 \ }
1. PRIVATE WATER QUALITY TREATMENT ■WM 1 39.78' . 1 :28.70' m
LOT# 2 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED I I.
ON INCOMING FLOWS. d ") ry \ I
BOX A SIZE 158 S.F. 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. `°I `° N N o
OF PLANTS 182 S.F. 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING.
# 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR
TYPE OF PLANTS HERBACEOUS SEPARATION. � -10 �//... /DI'( CONE¢--•
6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. I 10' X--°K- --PC `SICK
7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF
AS
SIZE OF PLANTS 1/2 GALLON FACILITY IS BELOW BUILDING FOOTING. — — — —
srW
_ _ 0fZw°''(/�IA�i70 D F f=LDi�f�lN�t .D�tG �
L Fr FLOW-THRU I
FLOW LIDAER
}. (160PLAN
THROUGH 8681 SW GREENSWARD LANEci
H A\ �B 0 0� CleanWater Services CITY�'� (� TIGARD Q z
AN b. / REVISED 03-16 CIT Y OF i IGARD cc
¢cc p
.fir®ved b Planning !!",:::-.4cr'5
0iDR W G N 94SITE PLANSCALE 1 " 2 0 ' - 0 " Date: IIozwInitials: AL o occ Q
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