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Plans (3) ADAIR HOMES 6 'A a JAN J. 3 P of 1 mPL }T PLAN �! ILI� Jt1 -tomer Name(*) s eh Richard,Sudan* Marihu Sharma I7 P On Property Location 9794 SW View Terrace Tigard,OR 93224 Legal Description Township 23 Range iW Section 1i Talc Lot 4 county Washington State OR The information on this Pisa has been provided and reviewed by the property owner wow by signing below 1)Acknotoledges and Accepts full responsibility/Or its accuracy and cFmtpteteness:Z)Is responsible to ensure that the improvements to the site take place in conformance with this plan:3)Wili establish an the comer lot lines and cods regtlred setbacks required of this property, any change(s)to this plan must be pre-approved by the governmental agencies witiejurlediction,the mortgage lender,the contractor and documented. Sigrzat= Date S Date 1 s 1I. r .. teet `A?ter pk-�' 'bit.ve" 't szo' fit_ �.c.c..r:,, 6/CAAt OVt al.4 i F :. _r-----. ,,?,,,\,.\,t,N, , I t t4.1.N.. i -r�r� a•- Cat inE.' l i. II : 1 I j i l l i i 1� iti Ili$. ------ ?�'.. -1 Iii I � I ' 2..'23o s 1 F 1 I Stagy ., s. +r 14 ? i tt, r----------- - .0 4332. 9 j F A Abu-{ { • 1 21 K 2.0 l . a 4mritie ' ti n ,,0 O' i 21 J X 2 E 0' I , Q O O i P 'fir' =' Atc2F7 i I CJ 40 _ l 0 < .... sou. < 0 _,.,., okte. - i _ 4 tiVul i, :1;0 CC —116,— ' 4.. ruin„(lobar• tee h . N igi, lip Alt, { �, K.t,e a 1 80' JAM 19 ?f?? 1 I . - - - - - - G'ft OI TKC D OFFICE COPY �I- i- SE TREATMENT COPY (. AREA. Approved plan ;�� (CWS REQUIRES 2,640 SF MAX. 1 shall be on site. ,o0— I IMPERVIOUS TREATMENT 1 job / 1 © 1 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% 1 LOCATIONS. ALL ROOF DRAIN I TREATMENT OF TOTAL DOWNSPOTS TO CONNECT TO LIDA BOX IMPERVIOUS AREA. 1 PLANTERS BEFORE EXITING OUT TO WEEPHOLE LOCATIONS. TOTAL IMPERVIOUS AREA = 2,640 SF + 832 SF = 3,472 SF REQUIRED TREATMENT 1 AREA. 1 ;n L_IDA PLANTER I O BOX-70 SF 6% OF 3,472 SF = 209 SF. 5)3 1 °14' I r TOTAL LIDA PLANTER AREA 9794 SW VIEW - ONCE CONSTRUCTED MUST TERRACE EQUAL 209 SF OR MORE. 2830 SF HOME 9 5 832 SF ADU I IA 1 I iI 1 0 Tay LIDA PLANTER rn BOX-115 SF "' MIIINEMMEMM 1 r 14' 1 inch =20 ft. 1 IBO PLANTER // INSTALL LF -BOX-70 SF 5' S LL 89 3" 1 14' \ '~ I SCHEDULE 80 PVC (� 1% MINIMUM SLOPE. INSTALL 56 LF - 3" CITY OF'TIGARD SCHEDULE 80 PVC @ rOV d Planning 1% MINIMUM SLOPE. p Dt8.— INSTALL 30 LF - 3" njtjaig: SCHEDULE 80 PVC © / \ 1% MINIMUM SLOPE. 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. i ADDRESS: 9794 SW VIEW DEVELOPER: RICHARD SHARMA TERRACE, TIGARD, OR 97224 KITTRE E EERS, LLC PLAN: LIDA STORM WATER ADDRESS: 112 SE BACARRA ST. SCALE: 1" = 20' HILLSBORO, OR 97123 RAMC NO 6565 SW 207TH AVENUE PHONE: 503-927-2841 1 DATE: 1/11/2022 ALOHA,OREGON 97078 " 1 IKittredgeC, Plotted: Jan 10, 2022 — 7:04pm, PA Richard Sharma LIDA plan\dwg\8.5. x 11 plan rev. 1.11.2022.dwg A 80' j' 2640 -SF ='HOUSE TREATMENT '; ,, AREA. 4 (CWS REQUIRES 2,640 SF MAX.,on '' t ► I IMPERVIOUS TREATMENT ' ( - 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% ( LOCATIONS. ALL ROOF DRAIN ( TREATMENT "� T: DOWNSPOTS TO CONNECT TO LIDA BOX IMPERVIOUS AREA. PLANTERS BEFORE EXITING OUT TO I WEEPHOLE LOCATIONS. TOTAL IMPERVIOUS AREA = 2,640 SF + 832 SF = 3,472 SF REQUIRED TREATMENT AREA. Nt ( ( ( 'n BOX PLANTER S I 6% OF 3,472 SF = 209 SF. - 14' - I TOTAL LIDA PLANTER AREA 9794 SW KEW ONCE CONSTRUCTED MUST TERRACE ( ( EQUAL 209 SF.OR MORE. 2830 SF HOME 9' IF- 5' —�( P — 832 SF ADU IA li i1 o MY 0 UDA PLANTER - BOX-115 SF - W1 l 14' 1 inch =20 ft. ( _IDA PLANTER-dox—lo SF 5' — INSTALL 89 LF 3" 14' \—" -'— SCHEDULE 80 PVC 1% MINIMUM SLOPE. INSTALL 56 LF — 3" if `x SCHEDULE 80 PVC CO + Planning 1% MINIMUM SLOPE. • _ INSTALL 30 LF — 3" j SCHEDULE 80 PVC © 1------__ ___________--- 1% MINIMUM SLOPE_ SW VIEW TERRACE CONTRACTOR TO CONNECT LIDA ROOF DRAIN OUTFACES 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. S. ADDRESS: 9794 SW VIEW DEVELOPER: RICHARD SHARMA TERRACE, TIGARD, OR 97224 KITTRE "'*' E LEERS, U.c PLAN: LIDA STORM WATER ADDRESS: 112 SE BACARRA ST. [__S HILLSBORO, OR 97123 oxocxo SCALE: 1" = M 20' 6565 SW 207TH AV DATE: 1/11/2022 ALOHA,OREGON 97078 PHONE: 503-927-2841 1 a 1 KittredgeC, Plotted: Jan 10, 2022 — 7:04pm, P:\Richard Sharma LIDA plan\dwg\8.5. x 11 plan rev. 1.11.2022.dwg f♦ . VISEU --RAIN DRAIN AND OUTFACE w w w Jr w PROTECTION • w w • BUILDING OFFSET AND y I I 4- 4. IMPERMEABLE LINER AS APPROVED w 1 w w BY BUILDING JURISDICTION iQ°. w µ, 1 ,. ` ` w , I I 4. PERFORATED PIPE MANIFOLD ' W w w ' FOR LENGTH OF FACILITY; c 4, •r I I w 4" MINIMUM. —+.- w w I I w w • STRUCTURAL WALL PER w w i I w BUILDING JURISDICTION ' .4- 4- I v w A , 4, �pA w w A L 1 . w w ��w w s4 w L w w J 6" TYP. 30" MIN. OVERFLOW TO 1 FACILITY WIDTH 41,. CONVEYANCE ,4 C (1 �i 1. v� • 2" MIN FREEBOARD //;`/.?-/ . ,' , 6" MAX POND DEPTH i/\%\% \'� !1 I {I 11 -11 --{I l-- <‹ I ,, ;.4�\// /\ EHH !1_ !II—IIF-1 e \%\ /N\i'`\/\ 111— 11-11 1E11{ III /,\\. ' /\\ _ f(— I i� \>\\f \ !11=111=1 I �ti�� 18" MIN GROWING MEDIUM < <f\� \�y\ I 1 !{ I I_ III 1 H %\`� .K/\//\�' a Y, ;e 'f 3" DEEP (3/4" - 1/4") CLEAN / ,"'. f/. Y,",,, CRUSHED DRAIN ROCK .e , \\j\' to c 2� ,�< _.�•,- ‘ •_ :2.,,,,,, \�,*�< 9" DEEP (1-1/2" — 3/4") n `\,ice\ '`..,-' , '� ` 11 CLEAN CRUSHED DRAIN ROCK //\f !ice/`/1�'• c, , \/�/\/\ </\/• // f:i)i \%\ < . •\\c".„2\y\\J"\Y N. ' \,�\\ \� -'\\ OVERFLOW TO -' \ `\A2\\.,\\ , ; f` /\ `2\/\\/\/\/\Zt\\ CONVEYANCE �\\� < \ \��,,c/s,\,� \\ \\ \ - ,.y/ ,\\'\\` \\/• WATER PROOF PVC BOOT AND ;•'4\� • \\- '� / \.\„/\K\ff' CLAMP OR APPROVED EQUAL /� /t/ JN, /.F9UNDATION DRAIN PER DESIGN �•-\' r\�/f ttf\r\� �/ \,,',; SECTION A-A i/ C\i>/„%•, 'A/;,tip!</.\/;, NOTFS: 1. PRIVATE WATER QUALITY TREATMENT LOT# 2. 30" MIN WIDTH FACII ITY t FNGTH TO BE CALCULATED BASED BOX SIZE (SF.) ON INCOMING FLOWS. 3. VEGETATION: SEE PI ANT LIST IN LIDA HANDBOOK. # OF PLANTS 4. NO TREES OR DELP ROOTED VEGETATION OVER PI�INC. 5. RAIN DRAINS AND OVERFLOW "O MAINTAIN MAXIMUM I INFAR TYPE OF PLANTS SEPARATION. 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 7. BUILDING JURISDICT ON APROVAL REQUIRED WHEN DEPTH OF FACILI—Y IS BELOW BUILDING FOOTING. SIZE OF PLANTS FLOW THROUGH PLANTER LIDA ---4- HANDBOOK CleanWateServices DRAWING NO. 794 REVISED 03-16 120 Low Impact Development App'oaches Handbook C1eanV6arer �Services