Laserfiche WebLink
Otak <br /> 12'MIN.GEOTEXTILE <br /> OVERLAP(TYP.) SOIL PREP AND TOPSOIL PER <br /> LANDSCAPE PLANS <br /> R-TANK LD DETENTION Otak Architects,Inc. <br /> MODULES TRIPLE HEIGHT 808 SW Third Avenue.Suite 300 <br /> R-TANK MODULES TOP,BOTTOM,AND Portland,OR 97204 <br /> BACKFILL WITH GRAVEL BORROW SIDES W SOIL PREP AND TOPSOIL PER RPPED IN 8 OZ.GEOTEXTILE main 503 287 6825 <br /> PER WSDOT STD SPEC 9-03.14(1) FABRIC PER MANUFACTURER DETAILS LANDSCAPE PLANS www.otak.com <br /> COMPACT PER WSDOT STD SPEC 2-03.3(14)C 12'MIN.GEOTEXTILE <br /> METHOD B PROTECT EXISTING CONCRETE <br /> PROTECT EXISTING � CURB AND PAVEMENT OVERLAP(TYP.) R-TANK WRPPEDMODULES TOP,BOTTOM,AND <br /> CONCRETE CURB AND / \ R-TANK LD DETENTION SIDESPER IN F C RER DETAILST tD' <br /> ASPHALT PAVEMENT / \ // / /I /z/// //�/ ///\/\,,.//. • MODULES TRIPLE HEIGHT FABRIC PER MANUFACTURER 4. o ,c <br /> \///\//\S�� 5 ��/, BACKFILL WITH GRAVEL BORROW i aw' PROTECT EXISTING CONCRETE v. <br /> Ny.. <br /> f PER WSDOT STD SPEC 9-03.14(1) • o CURB AND PAVEMENT � =.1 <br /> ' - COMPACT PER WSDOT STD SPEC2-0 'tA\ - 3.3.141) �' c3 <br /> z w \/� ell 1�J I PROTECT EXISTING METHOD B �� � •o;e�o�' <br /> j\\• o \\ \ �.C�Cwvi�l�nv • 1 torn '_ /22 <br /> \�\/ \\/ \� N m c� 30 MIN. �// �; CONCRETE CURB AND y��V r,�� I�/� _ <br /> \\// ,,), /\ \/\\�/�� ASPHALT PAVEMENT \//\\///\'\ / // / /y�.�C!�wC�I,': : .' . /\/ • 4 <br /> /\//\/- \\�\\�/.' - - \ :J 3 0'MIN. ►/ it <br /> \�� • • :.///, •-�•_ �\ / /\''\ STAMP <br /> A//. AAjA� l< 1 j, jG \ V/A /V/x/ / • <br /> /A /�', .�AA�A�� ��A���/VA//VA/A/4• • ��A <br /> /<�V ' 2.0'MIN. yV/A/AA�AAz / ` 20 MIN. <br /> j/\// ALL SIDES 7,7 �/ \//\\/\\//\\/\\/ / .N:-. ALL SIDES 7-- <br /> UTILITY CORRIDOR PER //\\//\\// I`\ �\\//\\/ \//\\//\\//\\/ /\\//\\ <br /> '/\/ /\/ / •• <br /> \/\/ /\/\/ \ \/ CONSULTANT <br /> ELECTRICAL PLANS i\\,\\\\\ /\\\\ /./�\�/ /// /"/ • - !/ <br /> / / � , \/,! \ \�\ /\/ UTILITY CORRIDOR PER �'\�/\/ 424: \. <br /> \/�/ /\\///\//\\/�/���\��\\//\j��\/\%/�\/ •\// ' ELECTRICAL PLANS \\/\'-//////\//\//\//\�\\//\ \/\ <br /> VA%AA%AA\ %VAVA AA�A /VAA/VAA,�A�A/' /�•// /4\// / / / /�A/�, VA Z <br /> // /\//\//\\..\/�\/�\,.(\//'/ PIPE CONNECTION PER R-TANK 1 \^\\"' -///////\/\\\/1, '' PIPE CONNECTION PER R-TANK w <br /> 6'COMPACT DEPTH CRUSHED MANUFACTURER DETAILS 6'COMPACT DEPTH CRUSHED MANUFACTURER DETAILS <br /> PIPE TRENCH PER TYPICAL PIPE TRENCH PER TYPICAL <br /> SURFACING BASE COURSE TRENCH DETAIL ON SHEET C4.05 SURFACING BASE COURSE TRENCH DETAIL ON SHEET C4.05 <br /> COMPACT EXISTING NATIVE <br /> SUBGRADE MATERIAL COMPACT EXISTING NATIVE > <br /> SUBGRADE MATERIAL <br /> OC/ <br /> A STORMWATER DETENTION SYSTEM TYPICAL SECTION A STORMWATER DETENTION SYSTEM TYPICAL SECTION B CLC <br /> C4.02 NOT TO SCALE ® NOT TO SCALE /G <br /> V Z <br /> Z 0 <br /> 0 U <br /> w <br /> _ c) <br /> } <br /> m ~ <br /> J_ <br /> Z U <br /> M- <br /> LL <br /> Q <br /> p z <br /> Q O <br /> z <br /> z <br /> W w <br /> o w W <br /> C.) °M 1 <br /> ....1 <br /> 00 i- <br /> J w< Q <br /> O Et °- <br /> z MAINTENANCE PORT FINISHED GRADE TO MATCH =LL1 <br /> EXISTING GRADE CONTROL TYPE CT WIE FLOW RESTRICTOR w <br /> y'o CONTROL STRUCTURE �O W Q <br /> r> U) <br /> _ <br /> U 11 T1 ___T # DATE DESCRIPTION <br /> Q _ -i - - _ - O 612312021 PERMIT <br /> g <br /> 1(21/2022 BID ISSUE <br /> o L <br /> INLET PIPE <br /> uro <br /> BETWEEN BAYS HEADER PIPE DETENTION FACILITY BOTTOM INLET PIPE <br /> o <br /> ELEV=432.05 OUTLET PIPE <br /> Pt <br /> 9 REVISIONS <br /> w <br /> a MS,BS,AL,EH MDC <br /> Y <br /> DRAWN BY CHECK BY <br /> re <br /> c STORMWATER DETENTION PROFILE S STT ATUSATUSE <br /> - C4.02 NOT TO SCALE <br /> 1/21/2022 <br /> u DATE <br /> E kl <br /> 32880J <br /> PROJECT NUMBER <br /> A. C4.03 <br /> Know what's below. 02021OTAK.INC <br /> . <br /> Call beforeyou diIf <br /> o 9• reduced/enlarged nla red Salle a�«omdne:been <br /> re rge gy <br /> a <br />