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Plans I ;l (c) svt/ 115`th A/ ►it ST2o20-ov 2s8 51', KY \O' 5 pLA\1' L�G;\..9 G�\'. VAI, 1\FOMA1"0\ 0 FFOPEFTY LINE. 51-IFW5 (7 TOTAL) APPLICANT; PAIL MATI5 O MIN, 13UILPING 5ETF3ACK PEF PEV, CObE, 0 TUFTb HAIFGFA55(4) API9FE55: 13163 5W 11511-I 5TFEET 0 (E) CUM CUT TO FEMAIN, TIGAPP, OFEGON 97223 0 ( ) ELECT POLE & OVEFHEAb ELECT & COMM nOUGLAS 51'121EA(2) TAX LOT Ib; 2510CA00101 SEFVICE, PFOPEFTY Ib: F474132 0 (E) FOAb, PLANT5 ( 160) O (E) SIbEWALK PFOPEFTY TYPE, 1000 - FE5VEN11AL LANI3 ONLY 0 OFEGON IFI5 (48) ZONING. F4.5 0 (E) SEWEF CAMAS LILY(46) O (N) SEWEF NEIGIVOF-OOb COPE: WAAL • COMMON CAMA5(46) O (N) ELECTION- SEFVICE LOT SIZE: ,23 ACFES io (N) WAIF SEFVICE LINE 19I,A1\1- CALCuLA1nO\ COUNTY, WA5-INGTON • (N) COMMON 12FIVEWAY NEW TOTAL 5F: 31155F • (N) HFOP05En LIPA SYSTEM - NON-STFUCTLFAL LIPA AFEAA 140 5F /1S7'.,202o -laa -5-.7 /3/C3 Ste, //,S` 'IL- { PLANTEF/FAIN GAFbEN PLANTS PEF 100 5F: /21T2-o 2 -pp 2.5f /3/&'S Jr.) //3 13 (N) FFENCH PFAIN OVEFFLOW RAIN 100 HEF[3ACEOUS PLANTS ., / �C 4 5HFUr35 CITY OF TIGARD t ,� FEOUIFFP PLANTS: Approved by Planning - 140 IF�3ACEOU5 PLANTS Date: la,l'II2o 6 SHFUI35 Initials: Al- o I [li '' I I 1 • ' Ii KOPOSrn.IU5 I �I ►' _ I PPOp055n APU I\___ \ . \ 0' 1 I 1 1 -- 0 \ \ i/� i I 0-. 1 \ \ 1 r: \ ► I r 1 i \ � I 1 I 1 ❑ 1 N 1 p I \ • •o • • 0 • — 0 •.•. • o• o ° 0• ° • o• . • 1 � so * a• O _* °I 12)\\\ ,i • • 00 •o. 0 • N.,,,,, ,..o.:, .... .: • ❑ I1 I 2 \ .. • • 0. _ • O • °•;• w • • • .. . . • 1 •o• •• e•o w w • o wo w•w 0wwo w 0• •00 w•0 • Ito _ _ I.. (7) \ t , l \10) C1 � \� (8) — - o 5lrr PLAN -1'-O" - 1/52" I,FG \2 1,01- AA I, 3A CALC1,1I,A'0\5 LOT COVEFAGE: 9,905 5F NEW IMPEFVIOU5 AFEA: 6,455 5F -- -- -- PFOPEFTY LINE COVFPAa 5x151-1N6(5r) At7nrn(5r) NM TOM.«> LII2A MAX AFEA FOP CALL: 2,640 5F SITE CONTOUF PULPING COV5pAG5; 0 2459 2459 LI IA SIZING FACTOF: 006 11111111111111 UTILITY SEFVICE P5pC5NrcoV5 5 o% 25% LIbA AFEA; 140 5� o IMPSPVIOUS AP.SA 0 5974 '974 . . . WATT METE pCS PrN1IMP _ _ _ PVI0U5 0% 40% — 195, LINE E71' ELECTPICAL POLE WEST COAST DESIGN & GFAPHICS, LLC PPOPo55n prSnrNCr PFOPOSEP SITE FLAN 10,15.20 C3EAVE FTON, OF 9/006 15165 SW 11511-I AVr r P: 505-741-9254Tani'.OPcGON 9�223 E: nrotta@wc-O,com W: www,wc-dq,com �� 51'"� KY \0'' 5 FLANf LG'\.9 G�\N?Al, INFOpMA1110\ O PFOPEFTY LINE, SHFUE35(6 TOTAL) O MIN. 13UILtING 5ETC3ACK PEF MVELOPMENT COr2 (j TUE1N2 HAIFGFA55(4) O (E) CUFE3 CUT TO FEMAIN, O (E) ELC11?ICAL POLE & OVEFHEAt * POUGLAS 55IFIEA(2) ELECTFICAL & COMMUNICATION SEFVICE, PLANTS(140 O (E) FOAl7, 0 OGON IFIS( 54) 0 ( ) PFIVEWAY ANn PM' ' CAMAS LILY( 52) 0 (E) HOUSE • COMMON CAMAS( 52) 0 (E) WATER' LINE ANI2 METER' �I.AI\1" CA�CU�A1'10\ 0 (N) PFOPOSEI2 LII3A SYSTEM - NON-511?UCTUpAL PLANTER'/FAIN GAP MN N L117A AMA: 158 SE s(N) E?ENCH 13FAIN OVEFELOW 13FAN PLANTS PER' 100 5E: . ® (N) PFOPOSEI212FIVEWAY 100 HEW3ACEOUS PLANTS 14 SHFUE3S ,z (N) PFO1905En CUFE3 CUT FEQUIFEt?PLANT5: 0 (E) SIt2 WA-K 1581-F13ACEOU5 PLANT5 16 SHFUI35 OVERFLOW TO CONVEYANCE. MAINTAIN MAXIMUM LINEAR 'TECH DENSIT" A11E OR COCONUT MATTING SEPARATION FROM ALL STORM INFLOW POINTS \ 6" MIN-- II LR[- .FOARD 3:1 ( 1:V) MAXIMUM SLOPE 1(\) \ I GCS- - G Li. — �- t. ♦ �� 3 I, _ '' MIN -_ -II �--la - - - = 1 11 -. A' \l,; '+:. _ -v` 1 I-1 i 1 i i 111' III III i 11 1 x\' _III— ! I �•'-'" = 1I - _ I—.I — 11- 16111III �� a MIN GROWING EDI r *y'' v�v = 1 11 II— I I 1_= 1 II_ I I—I 11-11 y.1�l1.AI I— yiY,iv!%i� AA/AA/A�/AA/� �����,��1� i � /A/ 1EEP (3/1F.. 1/4,, //v, �i�, i III - 1 i�ekt/ /v vv/v4, %AA/AA�AA/AA/AA/AA --� I_ — III - filozxi� /A/ FAN CRUSHED DRAIN TOC4, \ \ VA \ \►ao� •-t= . . Y 4;.,.... �I��i'n/� M V/-, �- 9" DEEP 1-1 2„ 3/4-") \//�//A/ /A/A o o nsilEl�ll �:i ��it��n � v'r V� \ CLEAN CRUSHED DRAIN ROCK ,vv,v,vv/v;O r.► -IOW .�� �,.��,,���,I,ll.�� � V�iVA�iVA�Vv V/\ ��o y.�� �o�r� o�o•o.�. ii 6• \ �AA�AA�A��Ay ��// �/�/ am �//Vj\�_IeI_I_'Ilk�1 ���I /.�/l.� ;��/.�//.�//.��/.� OVERFLOW TO ,\ ,,\ , � �V� ' /A NATIVE - / //, 7. 7V \� i, i, A/i. .1 CONVEYANCE SUBGRADE ;\A� , --- NON-WOVEN GEOTEX 7LE FILTER FAPRIC NOTES: 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM STANDARD TESTING METHODS. 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ENTRY OF THE FACILITY. 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. 6. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF R&D 07-20 FOR THE WET MOISTURE CONDITIONS. 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK AS APPROVED BY DISTRICT. NON—STRUCTURAL PLANTER/RAIN GARDEN LIDA -ANDBOO'C DRAWING NO. 797 REVISED 05-16CleanWater Services STORMWATER FACILITY BLENDED SOIL PROVIDED BY THE VENDOR. FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2—INCH SCREEN. • GENERAL COMPOSITION — USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS 30-40% • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0%BY • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: WEIGHT. PARTICLE GRADATION — A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE CONDUCTED IN • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM D6913. THE ANALYSIS SHALL • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, #100, #200. THE GRADATION OF THE • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. SIEVE SIZE PERCENT PASSING • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. 1 INCH 100 • TRACE METALS TEST RESULT = "PASS." # 4 75 0 CONSTRUCTION 0 40-100 STORMWATER FACILITY BLENDED SOIL: 100 15-5025 • PROTECTION OF THE SOIL — THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, INCLUDING # WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. # 200 5-15 THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES • WET AND WINTER CONDITIONS — HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE • WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS REPRESENTATIVE. : IT SHALL BE WELL MIXED AND HOMOGENOUS. , PLACEMENT OF THE SOIL — PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH LIFT • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. SHALL BE COMPACTED WITH A WATER—FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY COMPACT THE • IT SHALL HAVE NO VISIBLE FREE WATER. MATERIAL. COMPOST . TIMING OF PLANT INSTALLATION — WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS POSSIBLE THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTING000NCIL.ORG FOR A LIST OF LOCAL • EROSION CONTROL — TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION PROVIDERS. MEASURES ARE FUNCTIONAL. THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT—DERIVED . PROTECTION OF THE INSTALLED SOIL — IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM.FOOD OR EQUIPMENT MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO KEEP WORKERS, COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD MATERIALS AND EQUIPMENT GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL BE STORED ON TOP OF THE INSTALLATION AREA. MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET BLENDED SOIL SPECIFICATION FOR VEGETATED LIDA FACILITIES L DA HIANDBOO< DRAWING NO. 798 06-16 CleanWater Services I, GFI\n — PFOPEFTY LINE , 518E CONTOUR' 11 I 1 I I I 111 I 111 UTILITY SE?VICE w° WATER' METER' E°-° fECTFICAL POLE WE5T COAST PfSIGN & GFAPHIC5, LLC P OPO5E19 PESIJENCD PFO19OSN7 LIDA PLAN - 13ETAIL5 10.1,20 C3EAVEFTON, OF 97006 N65 5W 115Th AVE P: 503 7�}I 923�} WM),O EGON 97223 : nrotta@wc-dcl,com W: www,wc-dq,com I 511"; KY \O-r5 LO1" Akt A GF\� IrvFOpM1101\ ( PPOPEPTY LINE. LOTH AREA; 9,905 5F APPLICANT, PAUL MA115 U MIN, 13UILWING 5E113ACK PEP I7EV, COt7 , 1 UIL-LING COVE PAGE: 2,459 5= APPPE55 13165 5W 115Th 511?EE1' () (E) CUP CUT TO PEMAIN. PEPCENT COVEPAGE: 24,87. 11GAPn, OPGON 97223 G) (F) ELECT POLE & OVEPNEA2 ELECTP & COMM NEW IMPEPVIOUS APEA: 3,974 5P TAX LOT In; 25103CA00101 SfPVICE. PEPCENT COVfPAGE: 30.1 @ (�) POAP, PPOP�PTY In; P�}14132 (f fOAt?ALK ��GNb PPOPPPTY TYPE; 1000 - PE51bfNT1AL LANs ONLY ' (E) SEWED — ZONING; P�},5 Q (N) SEWED — PPOPEP1Y LINE NEIGH O?NOOt COME; WI3ML U C. ELECTPICAL SEPVICE LOT SIZE; .23 ACPES (N) WATEP SEPVICE LINE SITE CONTOUP ,o COUN1Y WASHINGTON e (N) COMMON PPIVMAY IIIIIIIIIIIIII UTILITY SEPVICE NEW TOTAL 5E; 3175 5P tz TEMPOPAPY SEI2IMENT FENCE PEP PETAL E0,1 .' WASP METED e TEMPOPAPY CON5TPUCT1ON ENTRANCE PEP EO I E�' ELEC11?ICAL POLE CITY OF TIGARD Approve tanning Date: Initials: 51 EL VA11ON_ jj 511E ELEVATION 243' ii Ti:: 64,-2" J 10'- \ G\--- 1 " T � I I ': -. :. Pf.'OPI <HO 2 1 . \ A , . iv, 1 0'= ���— 511E ELEVATION 239 v / lip . • . . :. 0 , a \ V ® . == . \- --. - \\\ \ \ , .. . . 511E ELEVATION 235' • \ s.;. ° illi 511E ELEVA11ON 234' i�; III;;; 1,1 be9119. • 0 SITF PLAN -1'-O" = 1/52" WEST COAST RESIGN & GPAPHICS, LLC PPoPosE17 t?E51bENCE PPOPOSEP 51TE PLAN 6.10,20 l3EAVEPTON, OP 97006 15165 SW 11511H1 AVE 116A,0b,OtZ. ON 97225 P; 503-741-9234 E; nrottaa@wc-dq,com W: www,wc-dq,com