Plans FOR OFFICE USE ONLY—SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
r i c n it D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Agnes Lindor DA CEIVED:-
DEPT: BUILDING DIVISION Eta t i L'
FROM: Richard Sharma FEB 11 2021
CITY OF TIGARL
COMPANY:
BUILDING DIVIS'O
PHONE: 503-927-2841 By:
EMAIL: richard.sharma@nike.com
/7-I f 2 07 (979y
RE: 9794 & 9796 SW View Terrace, Tigard, OR 97224 AP—gap- a.4j I 07n,
(Site Address) (Permit Number)
4 -S�Lj4�y f/ /17t-14,1 •611cJ t i i✓�
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
X Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other (explain):
REMARKS: 41/0j} yz- r* /%/S
IO OFFICE USE ONLY
Routed to Permit Tec ni 'an: Date: (p Z.--/ Initials:
Fees Due: ❑ Yes o Fee Description: Amount Due:
r $
Special
Instructions:
Reprint Permit (per PE): ❑ Yes ..No ❑Done
Applicant Notified: Date: Initials:
I:SBuilding\Forms\TransmittalLetter-Revisions 073120.doc
T1I21 REVISED
_//— RAIN DRAIN AND OUTFALL
A p PROTECTION
a
a A. * W * * 4, .
• + Ow' •
BUILDING OFFSET AND
da 'C'
-a- !s I' ; IMPERMEABLE LINER AS APPROVED
��i * BY BUILDING JURISDICTION
PERFORATED PIPE MANIFOLD
FOR LENGTH OF FACILITY;
W W I I W 4" MINIMUM.
d W W I I W W -STRUCTURAL WALL PER
* w I I W W ;" BUILDING JURISDICTION
A �� j
4, lib
A
d Ja . 4. W W W
L q
1 OVERFLOW TO
6" TYP. 30" MIN. CONVEYANCE
a J r_FACILITY WIDTH
■
w G,Q.
_ 2" MIN FREEBOARD
\ y 1r + ■ 6" MAX POND DEPTH
Mr-till:- =III ICI <
i//\/ I III=I I H -III_ III—I I \�
a '/\/, y\/\ \ - III—III II I—III—II '' /\ 18" MIN GROWING MEDIUM
%` \/� -I1II�II I�III I_IIIIIIIlIII .:.\ `
" ,��, \/� III III 1�I III I I \,/\
a ��\�j ♦. r;. ►• __� r /�\/� 3" DEEP (3/4" — 1/4") CLEAN
y\�//\�� �� -1/49 • �]- ,�j//\/�\f/ CRUSHED DRAIN ROCK 1
/� 104•1 % : /{ / 9" DEEP (1-1/2" — 3/4")
4 /\T\\�j\\\ = ( ' I ( CLEAN CRUSHED DRAIN ROCK
�/'' , . ( \ /\�\ \ \AV 'A\�\<<,\(/ K\\/\\\ \\. OVERFLOW TO
\\\> d /�/ / \\/,/\/v �,/ // ///v \//j.0 \/ CONVEYANCE
\%�/%�\ \/%/\�\// ��\��\j\/�//�l/, /,''/v/ � CATER PROOF PVC BOOT AND
/, /\ •/\\/, A/. ,\/ MP OR APPROVED EQUAL
2//\j/\ \�j/JFOUNDATION DRAIN PER DESIGN
/>��\ \�����\��/v�i\\�% ,,. SECTION A-A
„....„
,\,<\.,,,,, ,\_,,,s„ ,„,,,
NOTES:
1. PRIVATE WATER QUALITY TREATMENT
LOT# 2. 30" MIN WIDTH — FACILITY LENGTH TO BE CALCULATED BASED
ON INCOMING FLOWS.
BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK.
4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING.
# OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR
TYPE OF PLANTS SEPARATION.
6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. ,
7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF
FACILITY IS BELOW BUILDING FOOTING.
SIZE OF PLANTS
FLOW THROUGH PLANTER LIRA
HAND 3 0 0 K CleanWatei Services
DRAWING NO. 794 REVISED 03-16
120 Low Impact Development Approaches Handbook CleanWatei Services
80'
r cv OF 'IGARD '
,proved by Plannin 2640 EATMENT
:Aim:: .41-2-1 u7-I AREA.
(CWS REQUIRES 2,64
I itials: �_ -- I IMPERVIOUS T EATMEO T F MAX.
.r
I I AREA PER LOT)
INSTALL LIDA PLANTER BOX TYPICAL - 832 SF = ADU TREATMENT
DIMENSIONS SHOWN. LIDA BOX AREA.
LOCATIONS MAY BE ADJUSTED IF
NECESARY TO AVOID WINDOW CWS LIDA STDS. REQUIRE 6%
I LOCATIONS. ALL ROOF DRAIN I TREATMENT OF TOTAL
DOWNSPOTS TO CONNECT TO LIDA BOX IMPERVIOUS AREA.
I PLANTERS BEFORE EXITING OUT TO
WEEPHOLE LOCATIONS. TOTAL IMPERVIOUS AREA =
2,640 SF + 832 SF = 3,472
SF REQUIRED TREATMENT
AREA.
_IDA PLANTER O
I �' Box-70 SF I 6% OF 3,472 SF = 209 SF.
I I- 14' I I r`gi TOTAL LIDA PLANTER AREA
9794 SW VIEW y - ONCE CONSTRUCTED MUST
TERRACE EQUAL 209 SF OR MORE.
2830 SF HOME 7 -
832 SF ADU
LIDA PLANTER ( 0 I
�� D
b)� BOX-115 SF
14 1 inch =20 ft.
IDA PLANT
BOx-7o sr F � 5' I INSTALL 89 LF - 3„
I 14' I SCHEDULE 80 PVC @
1% MINIMUM SLOPE.
INSTALL 55 LF - 3"
SCHEDULE 80 PVC @
1% MINIMUM SLOPE.
1 INSTALL 30 LF 3"
-0;1 SCHEDULE 80 PVC @
it A , 1% MINIMUM SLOPE.
y SW VIEW TERRACE
CONTRACTOR TO CONNECT LIDA ROOF DRAIN OUTFALLS TO WEEP HOLE
CONNECTIONS IN CURB FACE. IN THE EVENT ONLY ONE WEEPHOLE EXISTS, THE
CONTRACTOR WILL BE REQUIRED TO HAVE ANOTHER CORED IN CURB FACE.
ADDRESS: 9794 SW VIEW DEVELOPER: RICHARD SHARMA
TERRACE, TIGARD, OR 97224 KITTRE E EERS, w.c
PLAN: LIDA STORM WATER ADDRESS: 112 SE BACARRA ST.
SCALE: 1" = 20' HILLSBORO, OR 97123 oa,WN6 NO
6565 SW 207TH AVENUE PHONE: 503-927-2841 1
DATE: 2/8/2021 ALOHA, OREGON 97078 1
KittredgeC, Plotted: Feb 07, 2021 — 1:42pm, PA Richard Sharma LIDA plan\dwg\8.5. x 11 plan.dwg