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Plans � t S • • • •• •• • • • • •• • CYl'Y OP'!'IGA t-11.1 MST- cal! —oo ?,g : _• 7.-------.----7-—_-__-_:__15WW112-7611W' ...-1:---'-ia-7417:0' P 7-- -°`' . . . • •• ••• • ••' •.:• •• •.:- • ••• a.- j • •• •• •. •• •• •• •• -—V S 'Gr .. .—••—:. S 89°x' 1 "' .I �►4w,o. '� Addr u$3, r- -1- ••. • • • • •• •• Suite#t 1 Jr • • By. s'7 • 0 P** s� •<vI •• •• •. • • o I t►.,, 6;1 # O El `I COPY REVISION OFFICE . ti: �8 °58'D0 133.ts' __ _ t PARCEL I - 1,, ,►, LVING SPACE 3,000 SQ FT I § IT' LOT 15 GARAGEJSHOP 960 SO FT NEW 12'�AIIDE 1t. TOTAL FLOOR AREA 3,960 SQ FT A/C SH FRED 0 DRIVEWAY 0 (ROOF 2,983 SO FT 431 I I {t I -\,\ PAVEMtNI------ FT I6 ' I �I- TOTAL IMPERVIOUS 5,702 SO FT i3 �I kfiliVitrrr TOTAL LOT AREA 13,048 SO FT ! ' PARCEL 1 ' t._ W I' _ NEW 1'PVC o �! ...111/ t WATER SERVICE 3016�L PL/W 14 Q J / I wl4 CA�t GARAGE I■ :.;:':..'':-.'l • . ' I. I- . ,7 brNr —- s' ` `''1• i c,v�\� IY IF see As 1 VCAC 1ne §1 I_ .1 LOT 14 1© _-_89°seroo"w,33.,6' _ NEW 4'PVC SAN Cx\A\b 1--k- \\ SEWER LATERAL I , ) LOT 26 I 'r WATER SERVICE I PARCEL 0rZ = paavi b, r I I,-,„ I /c4i 6',45)' A 17Ls'G/�"�I PARCEL 2 I , ",L' ` G0, F/RI14/FLL TO I NEW4'PVCSAN )'�1 z 4 N eyy, /2 ' D /sC A7/d \ IO' SEWER ARCEL2 //�// / I / c I / /// / �_.� !~ // /i/ / 1 LOT 13 —– // / 1 TO 8'PVC SAN 4A LOT 27 SEWER IN SW / 133.2 � I I KABLE ST. _./ -�_ – — N 89 080•W 1 _ / LOT 6 / LOT 7 // SITE PLAN - PARCEL 1 ft Scale 1"=40' 171.1 i --"‘leirl— SAGE BUILT HOMES SATTLER PARTION PARCEL 1 — SAG BU I LT 18820 NW Bethany Court#200 Job No. 156-0911-10 Date 6/01/15 Sheet Beaverton,Oregon L-- Client Sage Built Homes By MEB . . • J\ 7 • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• •• • • • • • ••• • • 5' M I N 10• MIN X—FROM PROPERTY LINE---> s. PIPE JOINT 1'-0' MIN 10" YIN. ABOVE GROUND ■ NY �� ' ■. 2'-0- YIN •, SEE DRYWELL SIZING CHARTS C∎' Et El ® ifitN FOR REQUIRED DEPTH AND �l _ DAIIETER. MINIMUM HEIGHR= 12 THICK LAYER OF i"TO r..,0,- ® ® 1'111,1* SFT, MINIMUM DIAMETER = 28" 2-" ROUND ROCK BETWEEN 1161® ® ® is a PIT LINING MID EARTH WALL, 1s PYIti UP TO THE LID. ,�I® ® ® i:'.= "T∎!_= T∎:ice 1. Provide protection from all vehicle traffic,equipment staging, and foot traffic in proposed infiltration areas prior to,during, and after construction. Exhibit 2-36: Drywell Sizing Table Once approval has been given by BDS for onsite infiltration of stormwater, 2. Siting criteria:Gravelly sand,gravelly loamy sand,or other the following chart shall be used to select the number and size of drywells. equally porous material must occur in a continuous 5'deep Gray boxes are acceptable. stratum within 12'of the ground surface. IMPERVIOUS 28" Diameter 48" Diameter 3. Sizing:Exhibit 2-36 is used to appropriately size the Area Drywall Depth Drywell Depth drywell(s)based on the amount of impervious area that (sq—ft) 5' 10' 15' 20' S' 10' 15' 20' each drywell is designed to manage. This chart shall be 1000 ,. . used as guidance,is based on field experience,and should 2000 -. be used as minimums only. 3000 4000 - 4. Drywell shall not be installed where base of facility has less 5000 than 10'of separation to water table. 6000 5. Top of drywell must be below lowest finished floor. 7000 8000 V._ 6. Setbacks(from center of facility): 9000 a.10'from foundations 10000 b.5'from property lines c.20'from cesspools. 7. Piping shall be ABS SCH40,cast iron,or PVC SCH40. 3" pipe must be used for up to 1500sf of impervious area, otherwise 4"minimum. Piping must have 1%grade and must follow current Uniform Plumbing Code. -DRAWING NOT TO SCALE- STORMWATER MANAGEMENT MANUAL TYPICAL DETAILS -Simplified/ Presumptive Design Approach- NUMBER Li Drywell SW-170 ,z Bureau of Environmental Services -