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Plans (2) '-& AD AIR HOMES RECEIVED R v JAN 1 2)22 PLOT PLAN ,' Cal or TIa Customer Name(s) Richard,Pasoisola,&Machu Sharma bk �v 64 Property Location 9794 SW Mew Terrace Tigard,OR 07224 Lep!Descripdon Township 2S Range 1W Section 11 Tax Lot 4'County Washington State OR The information on this Plan has been provided and reviewed by the property owner veiw by signing below.l)Acknowledges and Accepts full responsibility for its accuracy and completeness:2)Is responsible to ensure that the improvements to the site take place in conformance with this plan:3)Will establish all the corner irons,lot lines and code required setbacks required Otitis property, any change(s)to this plan must be pm-approved by the governmental agencies with juabsdlctton,the mortgage tender,the contractor and documented Signature Date Signature Date , 4taiwit„,„,i ;' ' ff4" -k` ra - rPotp14,11, 1-3.0.vemin'es, tit 120 7- tc.wr Al v� r r • .-. .t---_,r-•---- rat'--,,,....__,„_,L._ ------PTide paykoci It" fenc.4143 ti ; \C l } =4,021 o,,' I , ;t4VbE tn mac,,' te.4. ! 11 ' 0 F 1 F q i 1 1 I V ` F N i 4 V1 fe —fi ,,y 1 c t `IP81$ l I 24 -! i la I i 1 I 0 I ' 2.1Z.3o $•r F I r I I "F'we s lrlr c ie" r--- 9' . c Cale ; 5„ 4. i I I'i o1 a ►— - fi 3 ZsfF Oti t P 1 r 1 I w C i I .'t -ZI 1241— ,� I i i i 0 Q , XZD' fr? ( I CO el ''' I 1 ' 0.) g- 8- Ai ,....7 I P 1. .;° S I SP R ,\ RECEIVED 80' .I .�6 19 s ' I - I t 1.,'hi D 9FFICE Con— - f t L �G DAMN . . . 2640 SF = HOUSE TREATMENT �� AREA. ! �✓ (CWS REQUIRES 2,640 SF MAX. ApprovedI plans �� I IMPERVIOUS TREATMENT I shall be on job site. 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% LOCATIONS. ALL ROOF DRAINI I TREATMENT OF TOTAL DOWNSPOTS TO CONNECT TO LIDA BOX IMPERVIOUS AREA. I PLANTERS BEFORE EXITING OUT TO I WEEPHOLE LOCATIONS. TOTAL IMPERVIOUS AREA = 2,640 SF + 832 SF = 3,472 SF REQUIRED TREATMENT AREA. I _IDA PLANTER I BOX-70 SF_ 2 6% OF 3,472 SF = 209 SF. r° I I 14' —I I IT, TOTAL LIDA PLANTER AREA 9794 SW VIEW — ONCE CONSTRUCTED MUST TERRACE EQUAL 209 SF OR MORE. 2830 SF HOME 9 - _,_I 5 1—,___ 832 SF ADU I LA I llI 1 Ir 0 a 0 LIDA PLANTER BOX-115 SF CD 14 1 inch =20 ft. I Iti0XP70NSFR 5 // INSTALL 89 LF — 3" I 14' — 1DSCH.EDULE 80 PVC C� % MINIMUM SLOPE. INSTALL 56 LF — 3" CITYOF TJGARISCHEDULE 80 PVC ©}— 1% MINIMUM SLOPE. proved p�snnirlg INSTALL 30 LF — 3" Te' 2,0 2>U22 F-' SCHEDULE 80 PVC Q i e: / \ 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. 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 DRAMNG NO. 6565 SW 207TH AVENUE PHONE: 503-927-2841 1 DATE: 1/11/2022 ALOHA,OREGON 97078 0, 1 KittredgeC, Plotted: Jan 10, 2022 — 7:04pm, P:\Richard Sharma LIDA plan\dwg\8.5. x 11 plan rev. 1.11.2022.dwg Apr E IV Pin ______ _._ 1 80' F{i yy 2640 SF = HOUSE TREATMENT V,ir fi ,d0 \. AREA. r� (CWS REQUIRES 2,640 SF MAX. 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 OF TOTAL DOWNSPOTS TO CONNECT TO LIDA BOX IMPERVIOUS AREA. PLANTERS BEFORE EXITING OUT TO WEEPHOLE LOCATIONS. TOTAL IMPERVIOUS AREA = 2,640 SF + 832 SF = 3,472 SF REQUIRED TREATMENT AREA. .3.4- JDA PLANTER O "" BOX-70 SF I 6% OF 3,472 SF = 209 SF. { 14' I TOTAL LIDA PLANTER AREA 9794 SW VIEW ONCE CONSTRUCTED MUST TERRACE EQUAL 209 SF OR MORE.2830 SF HOME 9 ` -.'1 5' --- 832 SF ADU I IA 1 TOT LIDA PLANTER BOX-115 SFiMillellill � 14' 1 inch =20 ft. LIDA PLANTER' INSTALL 89 LF - 3" BOX-70 SF '' 5' 14' ---f \ `"'- - SCHEDULE 80 PVC © 1% MINIMUM SLOPE. INSTALL 56 LF 3"SCHEDULE 80 PVC © CITY OF TIGARt }- 1% MINIMUM SLOPE. APProved planning I INSTALL 30 LF - 3" Te• 20 2022, SCHEDULE 80 PVC @1 ' 1% MINIMUM SLOPE. `.---.. SW VIEW TERRACE / CONTRACTOR TO CONNECT LIDA ROOF Df:,",:': O 'T7.'.L�T "' -- 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 II T — - 11- DEfa..r`. ,,..,..,... TERRACE. TIGH„0, '-- -' '� - HUUtitJJ: 1 I L Jt nn�Nn�„n PLAN: LIDA STORM WATER ,. J __ HILLSBORO, OR 97123 SCALE: 1" = 20' 6565 SW 207TH AVENUE PHONE: 503-927-2841 M 1 i DATE: 1/11/2022 ALOHA,OREGON 9707: ` r FEVLiLLf 2t I • . .• ` • RAIN DRAIN AND OUTFACE 4. 4, .4. ,y W PROTECTION • 4' 4, BUILDING OFFSET AND y y I I W 4. ' IMPERMEABLE LINER AS APPROVED y, W 1 ( BY BUILDING JURISDICTION yW i 1 d PERFORATED PIPE MANIFOLD W W FOR LENGTH OF FACILITY; W . 1 1 W 4" MINIMUM. _ W W I I. STRUCTURAL WALL PER W I I . W BUILDING JURISDICTION ' . . V. w L W ,��,WW ._: ,.. 4., * ogr,.. W w • . �� 6" TYP. 30" MIN. OVERFLOW TO _11 71(,. 1 FACILITY WIDTH CONVEYANCE 11 _ 2" MIN FREEBOARD ,/' '/,�/%/ /�. 6" MAX PONE' nrnn ° \�\\/; -1 I( dI=1! =111=1 i 1u ' . I " / >''' .v + I d " '\\7, III it I1 ll1l (�IIIH 1 %'/, /\/ ' 1 I ,. 18" MIN GROWING MEDIUM \/N /'" I I I I III I t I ,> , /\,>.4\• 1EiI1.1iIl .>i. %�\/\• \/� Alga y �' +, \�\Sl" ir 3" DEEP (3/4" - 1/4") CLEAN •\/T/�/�/\ } r %\,x,\� ; CRUSHED DRAIN ROCK '\/'\s', \ • . ice, 1,?,-,--' 4_ >\\ \ems \ 9" DEEP (1-1� ,�' ce /i • /\� /\./ �: , CLEAN CRUSHED DRAIN ROCK .i y/�.\�j • `%\ '\\\\, ;.: �;%\ � i./\/�\`\ \y\�\:`\\f\\�\;\�;\t\�•\tip`��\�.\\/,\! OVERFLOW TO //i • /-/� "\/ /.' 'i,�\`/t .,?":"\/�'/ \//i/\>�Y ,.r �%\// �� '�f \ %\ \ \i�`����\�`\}�\��\\,\ \ CONVEYANCE \ % \/\//�F/OUNDATIO/NDRAIN�PE/R f��/��/> i%�Y_ \\' )•\\, � . CLAMP OR APPROVED EQUAL ',/ ` \/�\\J/< %,\//`' DESIGN . "'/% % /i'>i/51/`�\/>Y\/' V %%%i,� ; -;\-�\r/'\A A.})yf'' SECTION A-A '%`%\!.?x>'.%%• ;ref NOTES: 1. PRIVATE WATER QUALITY TREATMENT LOT# 2. 30" MIN WIDTH FACT ITY t FNGTH TO BE CALCULATED BASED BOX SIZE (SF.) ON INCOMING FLOWS. 3. VEGETATION: SEE PI ANT I.IST IN LIDA HANDBOOK. # OF PLANTS 4. NO TREES OR DEEP 12001ED VEGETATION OVER PIDINC. 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR TYPE OF PLANTS SEPARATION. 6. CU IF ALL PROTECTION SIZED PER FLOW CALCULATIONS. 7. BUILDING JURISDICT ON APPROVAL REQUIRED WHEN DEPTI I Or SIZE OF PLANTS FACILI-Y IS BELOW BUILDING FOOTING. FLOW THROUGH PLANTER LIDA HANDBOOK CeanWate Services DRAWING NO. 794 REVISED 03-16 120 Low Impact Development App•oaches Handbook CleanWater Services 1