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Plans zz PL 20Q2 00214 SIT2002 00015 , ----- ---- -- — _ _ _ L. '0 ' P \ i ,--As-ii, if," API .,..,iii 4--- 4 \ g___;„ 0 __, \ L- --___ — ‘P? IP 4\NI;AINft• ‘..P,. 50 0 25 50 100 \ \ I 18754 • NORTH 1 ma - me 1 - aim \ 17* C' 1 ' -, .,,, 1 inch = 50 ft. \ \ �� S �� 1 --7 \ r 4,f E i1, ■ /OK GOO 6.1914. N "'"" / RENEWAL 06/30/03 mommerrirammal &W. 1. AVENUE \ 1-11____I A _____________ _ _ i. ,„,„ ., . • W L.......j sTG T E \`fir , .____ I :"; i.1. ; - • ' -.. -.- °•' ''''''' - -' .' '''. . ' '°Mt 1 rr } o rr -- �. r N r fll 4. r 1 ani.-1" 7-7 • rr L ,. -a m D \ i: " C=gm, .,Z Cast ? r.7 -- • -.. � ° �. . •, .. :i. ' a .. e� \'v'I\1�\�\��. j . • r /� : /r r D 76Q, ."'_ u t1l�IvUYI , r s , L ,- 0 0 in A X 70 g SA -„��' I,. u rr .. n (I) d 09 { r c Ali.\\\‘‘‘‘‘" \\\\\\N \\ r \ rr \ ' co Q �� rc°- DRAWINGS L K g g , fn �. �� Jai' NEW 811'�\J `°��`�� r °t CL :2 Lc\\\\\\\\ . r 1 . COVER SHEET, INDEX OF DRAWINGS LEGEND \\\\«\n\�\\\ r (� C-2 EXISTING CONDITIONS f 1 A b. 3Vy r ,� ; »\..�.:�\.........n\\ \ C-3 SITE PLAN AND PARKING LAYOUT \\ r C-4 0 •k 3. ,� C 4 GRADING 8c EROSION CONTROL PLAN 8 L\\ J k r kttitipi.,, C-5 UTILITY PLAN Cr Lil -) U . ,, h r _,_,�... \\\\ �\��\\!�'1��\\ i�t \ � i r r ! ,. , — Y T PAN. • - '•- �, � � WATER ALIT DE EN ION L v - rv.- � ,� .:mod �. . � e .. � ..e` �., r■i, C-7 PUBLIC IMPROVEMENTS PLAN C . yv � t 1 ' — 8 TREE PRESERVATION- PLAN v) 0 �-- + / / \ \ C 8 EE vi 177- / / \ 1 I 1 Ll �.-. I _ i \ - C-9 CONSTRUCTION DETAILS .. R / / N \ " I ._. _J \ I \ sW 0.,- 0 / ! I v / / \ 1 + �\ o I / j \ I / I \ I \ or A M A R T S U M M E R L A K E " � Approved � .. Conditionally Approved Th t For only the r�ro: db,-d il�: - PEHtJ11T NO. '0 I' to:Follow ( )• Se: -tier to' a. ........ .. C Attc • t Jo •ddls•: __ _ - _ Date'4 u VICINITY MAP i fy ® ` LEGEND N OT TO SCALE CITY TE A ® 0 L! Approved 4f: 0 Conditionally Approved ( ): Cr 1-4-- . For only the 0 a described in: > ,T( B ENCH M ARK I NFORMATION PERMIT NO. WOG-�0®Z!_c s,6 -tier to:Follow ( ): �J 0 X XSD 0 EXISTING MANHOLE & STORM SEWER coM EXISTING COMMUNICATION LINE ••••••.• •..• ...° ..•. .•• }: 0 Lt.] . `,1)Ad f . : $ems r\(A P PROPOSED MANHOLE & STORM SEWER XG EXISTING GAS LINE By:',„.„ ,, _Date:_ ,__ z FsD D MANHOLE STORM SEWER EXISTING GAS VALVE a O ce FUTURE MA OLE & S O SEWE D4 0 xsD D EXISTING INLET & STORM SEWER XT EXISTING UNDERGROUND TELEPHONE LINE E PROPOSED CATCH BASIN & STORM SEWER ® EXISTING TELEPHONE PEDESTAL N PROPOSED DITCH INLET & STORM SEWER xc EXISTING UNDER GROUND CABLE TV LINE � PROPOSED CG 48 MH & STORM SEWER D EXISTING CABLE TV PEDESTAL m 0 PROPOSED CG--48 CB & STORM S XE EXISTING UNDERGROUND ELECTRIC LINE_ L® ATE 48 H UR NOTICE REQ�UIR D PRIOR TO EXCAVATIaI`J R PROPOSED CG 30 CB & STORM (El EXISTING ELECTRIC VAULT 6 0 = v)111, -I P v y, a. v o xss Q EXISTING MANHOLE & SANITARY SEWER EXISTING UTILITY POLE 0 SEWER THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO X57 571 ® PROPOSED MANHOLE & SANITARY .,EWER EXISTING STREET LIGHT . ,.k ti IN LOCATION AND PROTECTION OF UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU ` Fes s FUTURE MANHOLE & SEWER PROPOSED STREET LIGHT FOLLOW ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES �' co O TO OLLO RULES DO ED CE E ARE SET FORTH IN OAR 952--001-0010 THROUGH OAR 952 -001--0090. YOU MAY OBTAIN 4;1- .. _� , ` • -I �- xss © EXISTING CLEANOUT & SANITARY SEWER EXISTING SIGN {� r, COPIES OF THE RULES BY CALLING THE CENTER. 0 $ cr. m o PROPOSED CLEANOUT & SANITARY SEWER —a_ PROPOSED SIGN o ea _. i.,--, .9 g ----°-•I SANITARY OR STORM LATERAL c��cxoc) RETAINING WALL (ROCKERY) `-_' _.. ,,/ /7.7..................._\ xw EXISTING WATERLINE 1 1 1 1 1 1 1 RETAINING WALL K T N ,1,- ziilAk. PROPOSED WATERLINE A A A EXISTING STREET BARRICADE ,, {_s. 'i."`-'' s _ o 1 iii 1,, si FW FUTURE WATERLINE PROPOSED STREET BARRICADE , ¢ ` _, ` - ENGINEER'S NOTE TO CONTRACTOR: #^ " ' , Group A, EXISTING WATER VALVE & BOX 0 CURB RETURN NUMBER � xs' '"l^? ...................0_ PROPOSED WATER VALVE & BOX .2 CENTERLINE CURVE NUMBER THE EX I STE N CE AN D LOCATION OF ANY U N DERGROU N D UTILITIES OR STRUCTURES RU CTU RES S H OWN O N TH ESE PLAN S AR E OB TAIN ED BY A SEARCH OF AVAILABLE RECORDS. TO COMPANIES Planners � THE BES T OF O UR KNOWLEDGE, THER E ARE NO E XISTING UTIUTI ES EXCEPT THOSE Engineer s EXISTING REDUCER :<: . . HANDICAP RAMP TO BE CONSTRUCTED SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ' `Z MEASURES TO PROTECT THE UTILITY UNES SHOWN ON THESE DRAWINGS. THE CONTRACTOR �Y OF TIGARD 51 34-4171 Surveyors CALCULATIONS:S: WITH THIS CONTRACT IMPERVIOUS AREA CALCUL FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS PROPOSED REDUCER N.W. 1TH A ' N 3300 2 TERRACE OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS... E Tf �A D SIJ3�4-1554 . — C3�ARD WATER IS1�tICZ' , IMPERVIOUS 1 .33 AC � EXISTING BLOWOFF .=�.•••��•�:'�� SIDEWALK TO BE CONSTRUCTED EXISTING IMPS HILLSBORO, OREGON 97124 WITH THIS CONTRACT PERVIOUS 2.35 AC ONE (30.3) 858•-4242 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CLEAN WATER SERVICES 503-648-$621 FAX:(503) 645-5500 PROPOSED BLOWOFF SIDEWALK TO BE CONSTRUCTED PROPOSED — IMPERVIOUS 2.46 AC FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, _ www.idcdesign.corn ....., e BY HOMEBU(LDER PERVIOUS 1 .22 22 AC INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY NORTHWEST NATURAL RAL 50132226-4211 PROPOSED C.A.R.V. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL ' JOB NQ. 0 EXISTING WATER SERVICE • INSTALL SURVEY MONUMENT, FRAME ADDITIONAL IMPERVIOUS: 1.33 AC LIABILITY," REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PORTLAND GENERAL Ear C 503-2734600 A 2$54 ND COVER PER WASHINGTON COUNTY DETAIL PROJECT, E XC E PT FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE `ERIZON TELEPHONE COMPANY INPRO P DSED WATER SERVICE M404. MONUMENTS SHALL BE INSTALLED TOTAL S I TE AREA: 3.�8 AC ENGINEER. DRAING NO . AT ALL CENTERLINE INTERSECTIONS, PC S a PT'S, • 'tf' EXISTING FIRE HYDRANT PIS WHERE IN PAVEMENT}, AND EYEBROW CONTRAC T OR S HA LL VERIFY ALL CONDITIONS AN D DIMENSIONS ONS AND SHALL REPORT ALL WASHINGTON COUNTY S� F� DEPART. 4,Y RADIUS S POINTS. DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PROPOSED FIRE HYDRANT WASHINGTON COUNTY RCM) DEPART. 503-640-3470 PUBLIC TRANSPO RT T TRI-MET 503-238-7433 j OF 9 sp PRat y90 •C..5 �� ' " 16764 ii 80 \\ \ VI I e-46e80R EeR 11.,x¢ OV CY(G0RC (,,1e.' �� \\ \ RENEWAL 06/30/03 1 inch = 30 ft. \ �#� \ - - - - - - - - - -- - I = - - _ _ _ _ _ ` � 0 TYPICAL 6' LANDSCAPE ISLAND °a _ - - - / NTS D W J �a p - - - i- r� 1 :rl: A -Xsb Xs0 MV11- .._,a6'w_ , ' _" I 5' H- (n IN �, ° xss xss`�`wxsD ...............xsrSG'Ir.,, ...._.,. .,, ._ w. ,,,;,..... . _ S 3 0 T H A V E N _ ~ 00__ " S ss----.c x s ss )(SS xss xss %Ss Ss,L xsn xsD �- I`�„ xss xss xss xss iii ... .,_ IJ"_ _... _ .;tq�r.. ...._."."....._.,.,M.._.,..st nr. ...,..._.. _...._..._._._,.y'�r.._......._,."",..,__...W,".-_s;grr_.. ."._.___ __;liy ^p._.."... _ ._. .. 1, u : ! W r1 of I. �i i - ,� �.. y. ° XSD XSO , _. I H 3 Q �. �"^em � . .: a riltalligilla XSD•- XSD e.� ° ��_ o (n I .. ' n .' :XE ,.XE X e 6 STD. ro I SPACES 4 STD. �i13 _ _. . ,:±� xe N W E x \ ¢ (n rn Q r i i. ‘.�/ VL'J d, 'n 5 STD, =1111111 / RfW' '�.. O O SPACES } J SPACES ® TYPICAL 5' LANDSCAPE ISLAND w Ni P 00 8 STD, 00 7 STD, co 7 STD. a 7 STD. \� a T.Qa -18,5,-1 0 .3 _I8,5'L O i I -8.5' - Ut SPAICES 8.5'- SiACEi -8.5'- SiACES - _ 8.5' J SPi CE i NTS / \ - -_ C a1 � pa 0 • 18.5'� N c '0 4 \ TOP OF CURB IV idi QI-20.0 - n 5 STD. I ° . 5( ;1IL4 �) 10.3''710,2 ` I $.5'I-7 STD. 006 -2a 6' � ' v O N v {■ 6 2'-0"y SPACES I SPACES 5 S� S 4 c \ ~K (n -18.5--^1 I I S CES I ' li"I,�� a 5'WWI( I'L II aldh : SSD 2 (� f' D tt , ' �� r�� ' ■TR85'- c?Js' 2 HANDICAP 2 HANDICAP Q m CD ENCLOSURE 30" ON CENTER PACE SPACES SPACES • _15•( '"`. I I :11 ^,' y (11 I R=5,0' 18.5' -`17,51-- • \ p A.C. LEVEL I- e 0 x3: o° n -CC C.,S 1-3.0 1 STD. �o .._... ---....._..,_--)1IN-.._ , _4_L..l.M14-1 f I I II -26.0'-e. -25.2'-I 4,0 SPACE �5 , "o \ Ln (n 2 COMPACT Nro ' CURB CUT DETAIL W C 8.7' L I 2 HANDICAP ti TRASH SPACES / E\ NTS 3 ./://:///://::////////21.//././..'''' cx ;n kr 18.5'-� SPACES /t ENCLOSURE I`\K e, ,. !,, 7 80' 1 I h \ a f SPACES IV� 7 COMPACT 14,0 \ co MODULAR "D" T-�"` ,'!h d.0 \��` r` • II �e 7rr rwT�! v` SPACES �� m O r'/'.„f +' r ^!^^.„', Ffr' +^ ` '•' IL-18.5' . 18.5'-- 1!i J% E r T B1 J1LDIt G 6�1\\� 0\` r TO ��4 5: sow' • , c,, 1 6 4' X 1 50' 1✓"y, wp\`\ 10 2 STD. 4.8' r o � mutt' IT' C r- 20' SPACES , ` ` r -► ++-8.4' \ ;` 1 t� > 15.0'--I „..^, s . .'s , CLASSROOM / --8 0' / � \\ 41 I - .c FINISHED FLOOR ELEV=215.08 r d Q -2.7' '.'. f IF X' IX „✓` L.'-L.! r S.3' „„s^^"'�� 1 -I tt 7 STD. SPACES __ 7 STD. SPA TES I 5 STD.( SPACES 26.0-- ;, OFFICE f;; ;,' '`'r \ q �- --8,5'I_ 0 --8.5' 0 C ARCH O' O• I- -18.5' v CHURCH r LL.I ',. f✓�„''„�`;/�"/.. . 10 11.0'` \ H 0 2 28.0 2 "' „r` ?20.5' FINISHED FLOOR DOOR=218.23 '' 14'0' \ 2.4 `\\ V WI I I IJ- 0 78.511-.- -18.5'1- -18.9 1- . 'f`r %',,",,',;,.;, 1 I I It 1 1 I - 1 1 1 •.tom :', „ R=23,0' , 7 STD. SPACES p0 7 STD. SPACES 8 STD, SPACES ''` '` '' `♦ .r F sl F r ® a R=37.0' \ �" U `` 2,5'N WELL V V �I V V" V a WELL HOUSE ® \ cc 15.2'- I I io' SIDnAALK' n 20.3' o id o 'ia� 0.2' ��_�� -- ---� 14.0 _ X �f X X x x X-- I Y. X x__ X I )( X X I\ X )( X X X X X 1 )( X IX Y, Y, 5 7''1Ye N T-- X X X X X X X , / S00-06'19"E 657.2:a \ / \, wit J / / \ II -_ \\ / ' r m b / / / \ I \ V co / \ W . / / / \ I R \ / \ •- a or o / / / \ -I \ I \ z LO / / / \ \ / \ e \ F W / / / \ I / \\ / \ ... U, o: •rr I / / \ I I \ // \ \ rei c.) c / / / \ \ \ to 2 0n / I \ \ C r b / / \ I / \ I I \\ \ ° °g " A M A R T S U M M E R LAKE " \\ • N 3" AC (TWO LIFTS) \ X41:9 I ., \ I Design U1 5" 3/4"-0" CRUSHED ROCK Gt0U o 8" 1 1/2" CRUSHED ROCK \ \ ', ■ �13111 ,1�r:, Inc. n Planners ss/cia //a/i aaaio,,r a yi siantowiaoi \a , 4'S 0101,.d� 074 �1!.s . �� zr%.n?je* \ Engineers PARKING SPACES '...... ,s,v%'o';:%:%:::<••%c.S:Ao"S`%`%• \ Surveyors E %oiiioopi> ri \ 3300 N.W. 211TH TERRACE n 29 COMPACT SPACES o i t- 6 HANDICAP SPACES \ HILLSBORO, OREGON 97124 I 149 TOTAL ON-SITE SPACES• c.> \ PrAx:(03)6g45-5500 N -L- 26 OFF-SITE SPACES \ FAX:(503) 645-5500 8.5' TOTAL = 210 SPACES COMPACTED SUBGRADE TYPICAL "I= \ JOB NO.: \ 2854 SHEET NO. TYPICAL PARKING LOT STANDARD SPACE \\ a.NTS SECTION \ a NOT TO SCALE \ OF 9 NORTH \ \ \ r 19784 L/ \ \ \ .. . 30 0 15 30 60 \ /�K GORC (v�� — ._ — — -.— —. — — _ _ _ — I \ RENEWAL 05/30/03 _ TEMPORARY CRAbEI 1 N N 6Ot✓SIRUC110N ENTRANCE i inch = 30 ft. / N\ — _ EXFlREHIDRANT // \ \\ 0 SEDIMENT HARDIER FENCE CC • �., # — # — S"W. 130TH AVENUE re TTT1> ..�^�9y Cti. — — — — — — — — — \ — — — — — ~ N dl ,, x `'g� O F— t•►t. ,.' "'�+.. -�-.^`"� ....--"�, I� . cam m a 1 + LLJ CD IA 1 1 6 ._,......_. .. �Cp ,r- ' •�.� 8.-. AI ,/' �. I l ,m t , N� t . . Lyl `,,1, ! /� �—' �y Q d'rc if, < tp �11 it .to / y 11' b� La ¢iii �p� / �� V10 �! �� ?j�p yVy, \1 A / N II 1. /� 101 U` ?rs / �� / / r /� �gv � 1 1 k �' V / r .� ut,Q J r f = er �j1 ^3 ti k ?� p BlOBAG CATCH C CL y ?/ /014 ° •'3,SI °' ? f r 6 °• 1• ° BASIN SEDIMENT...„..., a ' / x T°4 I `�' 6' ry "+ - °11' `� PROTECTION„„ „:, d 0 , is, vs / \6y null 643. `r 1 '�? Iw `r^r 1 \ d"P y\ ,Ensile ry\, 1 R b \qry ua nx 9 J �� rrt:l \ . _..f �r -”r' ""„ �Y�'� tl�l'�,I ii'•�� il��A0 hi��i��wi ',i�'U �� ? I s "I��' \\ U `�°� 1" �.�. r PROPOSED TRI-MET I 76 , O Ni rani' Ld l' • IX CC D :::t ;1 O k ?p / ? �' ig .a t BUS SHTER \ Q CA y n/ �:,� v /" I,.1\ . \ I n : :: „,. "" �f1 f to `I o \K NI / " f, :yle: " ,e' ._r �� 5 LAP'DINr yyy h' \ Q U'S (0 O ;'r' MODULAR '•0' r R x. .._._ 'r" �� yx 1 \`° +"rr' p /' _m C3 `� ;'i1 f " I�� 1 B ry� +l \ U m rn 1 x r 3• ]� ° ?: ti `\"; �` � REDO S1E \+ ,r.....�....._,�. / n^r, s'",°' ,f rrry "A"r srsrr r,,r^""/rr £ n^ ' r'I y` � "�� B�JII_, ING • VE2 S�T rr: naA^w ,. 0 "r ," Ar'"a_.Arxwx...,,i,/"/",,_ ,, / \ " 6,�X 6.OX .� i��l� V AA�� AN EQUIVALE \ w FF ELEV=217.0 RAOUNCONSTR ICAP 1 1 1 r r�Vr ��. °" , dl MP. U O 1/+ P / 1 ' iijF I rr„++ a ,, rr .” Af � + . J�,S M iry�n -t 4 all"" 1 \ e * is ry �, ` 4 NEW SIDEWALK T) I 'V�ti ,' FFrELEV 215.OBf° ��„” w A° ''r 1 ' 615 � , ,yN'ti x SPECIFIED ELEVAIION \lijn f f 1„ r ,, rr n r r" Ys �d �" I y� V „o>,,, 1 ° V `' �> ,. 11� D / I ,” . , C LAS R01.A4 A1/4, �,, ,v N. AND GRADE, A r ..' , ss s o 41 "q 4 Y....... v:J.D S �,/ r 1 \ !�- FINISHED FLOOR E.Ir.l::V4?la (I I 1i /' •,}` —a� s°, rs^+",r�, ^ern r":+"r" n"' rr I I' 1 rn O� i I" ' s^r +'Y�.I: !-md.x.0.W.:x.w..en"':wi +"a' I P. ,, , y ,, sy'",.. y.xw,._".I,.x n_;s 2 11 .. iii l� �� / ! ^r r'r I Ya rA 'Ar"^'Y" ," r"', r ` v'r..ti !,''' t \ O /, ai t`i rs,' o" i" V10 r'/.e r > ?? ""'"C RCH S li \ th r '1,1 A "i� t� �\ a �' r ,p N H " mx°� _. A 1 !�\ \� \ Z \kol "� et/'/ ''�r'" �Wrn^ rvs�rr ,r ,. t.P, �,y'r"frsrs''," �/;,"i ,. r��ir 1 \ Q Z o O y \x,.. ✓, '..•'",.o''"', Arr " 5 /` i"rA. II 11@.i, 1 c. r ODOR=R 3..t:5 \ Cri1 / \ p A K'�Ir ��Q C"� �� L.f .,.,� ...E:��r>M".na"..a!:.x"iS.."i':.x.u'_Atl.."�.A."„u'.d ib"�rp �� ! /Y i l''''''.,+' �? 11 �ArV 'p'S•� \ / ,,,,./.1.1e< `" _...- r� AREA DRAIN ""f ?s y 1 601 \ Z J /, Bs N . x, . •„J RIM=21b.70 '` :240 ? L6 \ (j O ij y^r: , "ru u r ,Y ✓✓ry r AP r J'rf al' Y' �e"•/^ f• 1d` ` .,�\o ,O toy "�'�,,/� \\ I ,c: 1V /" r .\a.rA.x� .,:" ”.y.a.w�.rr.a.xx.A..r.:..r". ._x__.r,r.'"+ A: w e a. ^LAi� f�i' \ \b ? \ \ 2 3''0 WELL P! Y I +1 i \ ' I ., I ,..NfELLlFIOLIrE O �, f' Ih '" v t ..,,p.. "v Olm' ,'' 't yY, r (k° - d \ r „Al r. e r .v „ x r w . \ 'S co -Y r 11 h l + CI> ;k r"^ "A � t3,,_ fY - •1 r �n - nn f I I S0006'19"E 657.25' \ ti / +,, / / \ I \ KEYSTONE TOW=219.5 FLOIW LINE, / \ \ \ \ o _ II /l // \ \\ WALL DRAIN TO // \\ \\ / ` � 7 / / \ I A \ J N N / \ ,a . \ O / / / \ \ co / 8 / c:, / \ I N \ // \ M1'`rX \ �Y / / / N \ Crt I T— _ \ I W \ �„ \ m 3 / / / \ \ / o \ \ \ o fa / / / \ I / \ / \ \ U io / / / \ I / \ / \\\ \/ / \ I I \ 1 \" A M ART S U M M E R LAKE " \ E CO 1 U i N \\ I 0 \ 1:., li,,fY. f`Grou I o \ Planners 6: co 12"f L \ z NOTE: \ Engineers A.C. PARKING LEGEND' \ \ Surveyors a CROSS SLOPE FOR ALL SIDEWALK • N� 5 �� AND PATHS TO BE 2X AWAY FROM Y n SIDEWALK \,` \\ HIL BOR0, OREGON 97A24 ri U �,. ✓. BUILDING, TOWARD PARKING. 212.5 TOP OF ASPHALT ELEV \ PHONE 503) E69-4242 FAX:(503) 645-5500 N 24" VERTICAL --- (UNLESS OTHERWISE NOTED) \\ www.Idcdestgn.com CURB <1 \ \ JOB NO.: BIO'—BAG CATCH BASIN SEDIMENT PROTEC710N \ 2854 SECTION A—A \ SHEET NO. a N.T.S. \ a \ F 4 \ ■ X X SEDIMENT BARRIER FENCE \ OF 9 / \ \ ,(gyp PRQ�S(1 \\ � ` ENGINEER ",0. 1878 • - - - - - - - _ , INSTALL 4" BELOW.ASSEMBLY. I "191... : - - - SEE DETAIL BELOW. I NORTH aRECaN o - - - - - _ WET TAP EXISTING MAIN. INSTALL 1t/4" m _ INSTALL TAPPING TEE & WATER METER. SEE // N. `., ER 1�•♦4 �� E EXIST N(N)=194.73 - ` 4" 1/ SERVICE LINE. DETAIL BELOW. / \ N N A GO r'7..' CUT IN 6"x4" TEE. ` INSTALL 4 GATE VALVE & - - - - - RENEWAL D6/30/03- -- CONNECT 4" DIP FOR EXISTING SAN MH 3o tl 1s 30 60 FIRE SERVICE. FL=198,90 (FIELD VERIFY) SW �/� 7� :, xss xss- xss XsD xsD zss 1�-� s Xs s' S xssy ` Rss}--max s xss xss-'� I INSTALL 1 "IRRIGATION S YY. 130TH AVENUE E 1 inch = 30 !t.• "` axss xss xss �gl-s-c `"'xsD------xso_ 1 (w•,,.... _. . _ �ry ..m..,.. U DOUBLE GA.GAPEEA*NS ECT 1 \ - - - U Q "" II ... .. ,, � /6 xsh-.__... XSD • xso xsD...K~ ° ......._, ,x,VV ._..._ ...... ..,f.YW - z y„STUB SEE..,_......,. _ s .._, �ylE,. TG=215.80 3 t 1 . r,y^ j. - 1 .1 .��1 O Cy xsD UT=213.80 �� 14 _ 6 IE 0 /ice\ CAN:\ / -- 1`,_� �� xso xss �N . . CO #5 U Cy �/ ■■■mss 8" WYE L ^ � i >CXE r xE %E - -XE XE E XE- XE X . .. \TOA=219.2 cV STORM DETENTION POND OUTFACE STRUCTURE .w I SEE SHEET C-6 I y 12 -45' BEND G ,I� r� 8"IE=217.20 \ - - - - cV LUNCH CB;1 1L 10x8D CER 12 0 EDUCER SEE SHEET C-6 FOR WATER 0"2 TOq=211.1 '� C "0' T1•.9 20 5TI LL - 6 1000 F 1 _/ 1 1 !1L' 10 1E-208.44 s.../ 8"IE=213.52 0 - // 0 W 17 .....1 , 111 1 •v 01.1 ii _ •. , 1 •/ •Y , , ii ^"`... 1� I S=00050 S=0.0288 a ,A \ / Q O CC N 2 I In� » XWYE iJ->= =• ' 2I = .86 1211.91 _2 6 � = \ Q Ia u M ijj(l�' \ a "- i- u R _ `� " CV V 8 IE OUT=�17.41 ix > 94 LF, 12 PVC �\ , y \ \i.� 5=0.0266 _,_- -- - �" la ,� \ K 6 PVC , I \?a„`: .1, . ° % \ / \ I LYNCH GB #5 I 65.0 LF i "'. hl I FY I11 l .EXISTING CO#6 TG=207.80 S=0.0428 CO 7 ' ' \ __-£,_IE OUT=206.40 IRRIGATION LINE # U 12"x10" WYE & �' FIELD VERIFY END OF EXISTING SAN 6" WYE " ` ■ \ -I 0' 10"-22W BEND I CO #10 _- .__. `n LATERAL & INVERT ELEVATION. TOA=216.5 ..... °I \ _ RELOCATE FIRE d _ 6" 6"IE=213.50 \ \ U Q IE=206.50 HYDRANT RIM_215. • CONNECT 70t LF OF 6 PVC TO EXISTING LINE, EXTEND AT ,,,..- __,---S=0.0100 lYy~✓y w ` ` \ -1 Et PLAY FIELD (� SAME SLOPE W 0 „ 6 IE=211.50 -��°-- - = 1 ( ) 100 LF tl1 1 Q - a`; /f/,/ ^ '` ,A, /,/i""`%/'7_ ' % __--.._..__ ._......___._ C 6" PVC f , 11T \\ (.,� U I- O¢ ;r •..- _ _ _...._.__._.,_ c,w , •_ 75.0 LF 1' , \ H. l . M /. MODULAR BUILDING _ cam 19' ' s-0.0100 s` \� \ \ G 0 to i �/, - ..-A I �7,V? 47 / // / ////%//////` d � � . rr..0 (,.. III A,LDh'� -�; y'\. ��y�,��. \\ W I- I a ti5 . (� Q 0 5' PROPOSED BUILDING -. t I' �.+� 1 m / " •!/ /// /,/,// ' CO #11 FF = 217.00 CO #8 / \ \ W y / / ® RIM=217.5 -''" \ RIM=215.6 ^ FF '118.08/ 6"IE=212.25 6"IE=214.50 ,- - \1 a ce rn I /. 6" PVC 6" f ,%, / /'f'/'',,,°',///�/./f \ v .. / i 75.0 LF 78.4 LF / -.r ` 1 LYNCH CB #6 f;/ 5=0.0100 5=0,0100 f/ f��, "'" 1i \ \ TG=209.50 fs' V II / f///• /A /, /,/ --- '' l\ 1 10" IE OUT=207.50 /. /',; CO #9 /'_ 5 CHURCH / -- ' \%✓,,' r'/;! 6' WYE FF = 218.23 i/ A \ RIM=219.0 ://,/ r 6" IE=215.28 / '/ /,/,,, 1 ,,,I 1 Z //I // '/'/ / ,// r /f// 'Ai/%�.''/ e \ Q i \ 11 0_ o 12 EXISTING WELL--1,. W RIM=216.8 "'4 oP 1 EXISTING WELL *: ■L___ 6"IE=213.00 _ _ _ _ _ ■x� , 0 1 J - _ - - -T _ - ., _ _ _ _ -f - - ._ ._ _ -� _ _ r LYNCH TURF #7 .. - /14. H. I I I \ I TG=218.7 I / \ \ D ___ / / \\ I \\ i 6"IE OUT=217.20 / \\ / / \ I 4. I \\ N N I .. I U \ 2 3 C] SIDEWALK ADJACENT TO CURB II CITY WATER DEPT STANDARDS PLUMBING CODE 12' BEHIND SIDEWALK 18' CAST IRON 910 II r o, OR BEHIND CURB VALVE BOX T❑ THRUST BLOCK CITY APPROVE➢ -- WHEN NO SIDEWALK OO oz BACKFLOW DEVIC• II- FLANGE COUPLING SAWCUT r /,_, RETAINER GLAN° ADAPTOR 18' BREAK FLANGE SIDEWALK w 3 MIN. F . . ._.._.:.�.e;:':.0. ...0 , . .� ¢ �� a l�■�i I II•,1 1A1�1 %(�1 I q = SURFACING 2' OR 1 1/2' MIN r 6' MAX. �� /�^' m MATCH EXISTING MATERIAL METER SyG. �4�%� .... ...........,,.,.....,,�„ FLIW •�1 l2' MIN co -- TOPSOIL 1�' 'j1��j' > >-> > 7 ♦ i ' :'; ' �� =��IC ' a��\\� \l�I Gv „ N �I�� ❑ W ti rn iv OR AS BASE I�Q��I � .•�•��:5�'''' ''H,: 3 • �:.•...... � FIRE DEPARTMENT p w BASE MATERIAL bLI DIRECTED o=N a 0 m'o+W z S A1s-a!r , FIELD LOK OR EQUAL GASKETS , ,ji I "tu1's Illl� a EXTENSION BY UTILITY k.__ ��a v 2' FLG X COMPRESSIDN ANGLE ��,� ,^ la. �I■,I � TO IRRIGATION 11.m a z m 8 ° h a STOP (FITS 1 1/2 ' APPLICATIONS) iI,:IIIII II��II,`� ley VAULT ■o o � �5° �4 00 I�O�� "v''` "� ~ Q P LAN OPENINGS IN VAULT WITH / >s t5 z5 z c5 �I' \®''O //'�ICT�/' NONTSHRINK GROUT APRIOR p g s MJ X TAPPED • a�w 6" MEGALUG RETAINER �'� , � ��- TO HACKFILLING L a` 2' TEE �`�'� GLAND (EBAA IRON) TO RESIDENCE - -. -_'- 1 3' MIN. 6' MAX, p 135. i 2' TYPE 'K' CONCRETE PIER 6' GATE VALV DRAIN TO CURB DR ❑N COPPER PIPE BLOCK FLG, x M.J. PLAN GROUND LINE .� ■ .�Ca L SIDEWALK WITH PLANTER - 2.O' 1 nAVLHr `E! li \ J l ` _ M.J. x 6 FLG, TEE METER BOX ICI' I B m El STRIP AT CURB O U' DOUBLE CHECK 3' MIN CLEARANCE +`". ww w W MAIN LINE VALVE ASSEMBLY �� II, ON OPENED < AS NEEDED BREAK FLANGE I 1` .,re `m- �`yj OS&Y VALVE ;e: 1 <° COPPER BENDS°� �_ 5x COMPRESSION CORP 1. ty t.•.r i;:i: !6" MIN. 6" MIN. � ✓� %,t:%.w �.� _ _.:.� j CONTRACTOR TO INSTALLa�1IC I� �I �II1� RODENT In(.' - NOTEI -" - a/tIIi: :11x�C_111"I TIM, CONCRETE BALLAST 3 CU, YD. SCREEN Planners c, B 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4' 6 MIN. WHERE FLOODING OR II�� STANDON' !W.1! o OUTSIDE OF PI PE BELL W ° gk' two 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOMINGI .4141111.01510,147.11$1164•t;'•� HIGH GROUNDWATER EXI 1 2§ A, OIL RESERVOIR r ay ,� � r (TYP,) --� DRAIN TO DAYLIGHT OR Engineers Go "f �' 1 UNION EACH SIDE orem. -,14,0 aril• .' °� Surveyors ��}, zl B. BRONZE ACTUATION NUT ■i ' "L- 01,4414 y •' i• INSTALL SUMP PUMP a `"1 a °� NOTE C. BRONZE SEAT RING ELEVATION CONTACT CITY FOR gar t"! < D. WEATHER SHIELD CAP CRUSHED ROCK BASE ELEVATI❑N PUMP SPECIFICATIONS 3300 N.W. 211TH TERRACE I a - 1. CONTRACTOR TO INSTALL MJ X TAPPED 2• TEES AT 90• ANGLES TO METER E SAFETY SLEEVE COUPLING HILLSBORO, OREGON 97124 C..1 7.-/\\/.,`,/„>,,,4\\,,,./^.\\/'(' LOCATIONS, HORIZONTAL & LEVEL G. NATIONAL STANDARD D TH EADS RINGS INSTALLATION SHOWN IS ONLY A SUGGESTION. 12" MIN PHONE: (5050),6445-55002 TRENCH 2, CITY TO PROVIDE 2' THREAD BY COMPRESSION CORPORATION STOP TO BE 2, SAFETY CHAINS TO BE REMOVED. 24" MAX � www.ldcdasign.com STABILIZATION, AS REQUIRED INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 3, HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER, FlRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 1.6 BY DISTRICT FIRE MARSHALL. UTILITY VAULT DR ■EOUILBRDD DOOR OF DEVICE NOTES: 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST stzE WITH F.QC WITHOUT FDC 'EQUAL JOB 2854 c 5, NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, COCKS IF BELOW GROUND INSTALLATION. 4 676-WA 577-WA J-5AL --> 1. SURFACING OF PAVED AREAS SHALL COMPLY 'am STREET CUT STANDARD DRAWING. 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION 6, IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, 6 687-WA 676-WA J-SAL 7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO 503 OR AS APPROV:D 3, DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, e 5106-LA 687-WA JD-3AL SHEET NO. a-Oi 2. JOINTS TO BE TACK AND SANDED. BY ENGINEER, AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS ID _ 3106-LA 2106-LA JD-3AL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, FOR INSTALLATION, ■CITY ENGINEER APPROVED EQUAL 0 3. SAWCUT SHALL BE TACK COATED M1TH BITUMINOUS ASPHALT EMULSION. C I!•5 Q. m m NO SCALE Ammon NO SCALE uenmm W' NO SCALE "^re,'O r^ NO SCALE A b4AHEEdNO D°PARTIKNT AGUSIIN P. DUETIAS " " O,oxlminw DEPIA7NFNT AOUSIIN P. WEWS awmnHaoePNineRT AOUS11N P. DUFNAS IRRIGATION DOUBLE DWD, N0. AGUSIM Olwx>aENAS DWG. N0. WENCH BACKFTLL 2" 1 -1/2" DWG. arcowm FIRE HYDRANT Dwc No airONlm uoNFFnDN00FPrnNtrr DOUBLE CHECK DETECTOR in n HALL MO. arc DOUR _ Lnm nn x u aw ,; .4.+nn wu+I.w. ,rm na wu aw. o_ YflGA ma MwcH 1998 WATER SERVICE 521 .142, X11 ' ASSEMBLY ''U--'� %a oktqu'+n MiacH ': CHECK ASSEMBLY • .L., -off•+", 533 of OF CITY OF TIGARD DWG. N0. 180 rue RE)r.-ra> FAX' 542 rue level ew-rm 531 r"-ALT w.-raT MARCH 10aD VALVE ASSEMBLY \ CITY GARD AL DAN CITY COMM NAL WM CITY GARD AL WM CITY MON TGARD Wx /MOGI NORTH �� j1 PRpc� ENGINEfR POND CONSTRUCTION NOTES Westgate Baptist Church" Bio Swale Area Planting Plan 1. EXISTING GRASS PLAYING FIELD TO HAVE SOD REMOVED, STORED AND MAINTAINED TO �"ff 0 `� A� � to 0 a 10 20 9 REPLACE ON NEW FIELD AS SOON AS IT HAS BEEN REGRADED AND NEW SPRINKLER `2�t "'aER �° MI IIIIIIIIII.1.""�""'��111111 - Planting requirements for Treatment Area of Bio Swales SYSTEM INSTALLED. ��(GOR _,__"'XSb-• XSO-- .-`' 1 inch = 10 ft. `�--_ - RENEWAL 08/30/03 xso i w _ 400 Square feet of Treatment area Ar I xso-_ ___.xso xsb 4 plants per Square foot 2.. THE ENTIRE SURFACE OF NEW PLAYING FIELD TO HAVE A MINIMUM OF 8" OF Ai „ xs° x� species.X 4 plants/sq,ft. = 1,600 x 120% = 1,920 plants/4 species = 480 each SAND PLACED, ROLLED AND SMOOTHED IN PREPARATION FOR THE PLACEING OF 26.68 LF 18 PVC 3034 xso--• xsb species. THE STORED SOD. 5=0.0050 no xsd -•,, xso- xso xso Treatment Area Planting Plan: 0 Ca xso _ Plant Type Common Name Scientific Name Spacing Total D ty EXIST. MH .a 4 xS° xso XSD_._._,_•. Herbaceous Sawbeak sedge Carex stipata 12"oc 480 RIM = 200.52 -----.._-_-.=.1 _. kE ' x� '- xsb Herbaceous Small-fruited Bulrush Scirpus mlcrocarpus Inc 2 o 480 0 ix IE IN"(S) = 192.06 SEE OUTFLOW DEVICE XE - -- XE 4 •Iw�i h ^"�"""'. xs° xso_ Herbaceous Spikerushes Eleocharis spp. Inc 480 I- W r.,) 1E 18" IN E} 194,00 B `-1 DETAIL ON SHEET 9 -- -- " Herbaceous Slough Sedge Carex obnupta 12 oc 480 (n N IE OUT (N) = 191.86 �? E --a ___,-----XE...-- _,-- --.a a It/ *or 202'3 X x X ---,x �_��" XE - A o a Conservation plugs, leach tubes, rhizomes, tubers, bare root and potted stock are v a J N 'I.gWy. 01.2 6 4 HIGH BLACK VINYL X X _�•'""�"" phi�""'x xE--- xE----- ° `r a acceptable. Transplanting of larger individual plantings may be substituted at a lower cC d z o 11�• `- --�COAIED CHAIN-LINK X ,L y.-__W, -------‘-------_-4 xE planting density. Prior to using a transplanting method the installer must receive l21 0 0 • =y�(- = r 0 P g y 9 P 9 = M� ' j FENCE------ .' X "`� a XE written authorization from Clean Water Services and occur under the direct supervision U o BTM. GRATE = 199.85 �� i�lll �( X -- --- �( ' 0� _ _ �- z'---�( -__X xe and guidance of a qualified wetland consultant familiar wetland re-vegetation and I- I �I IE is" PVC OUT W = 194.13 I �.�� s' - -- X plant propagation methods. 0 SUMP = 192.63 O x 100LF SWALE S=0.0100 y k " - o < w in / X 4 0 X ��1y\ ��y\ x O�aO The plantings totals are 120 of required design specifications. The excess plantings o F- o cc .•.. BTM. GRATE = 197.60 \�'or, ,NO X "'---X -_.X `V �'" r are recommended to assure mitigation success while accommodating normal mortality a Q M IE 8" C-900 OUT (W) = 195.63 I�' i°' "'"`D-'�� X �/� """ �4/ / A rates. C col to SUMP = 194.13 x s s -_ / s" r r� / a _.0_1,01._ co o N.) r'' ,..// ..f '. CHAIN LINK FENCE POST x p•9 KEYSTONE RETAINING WALL I SEE DETAIL, THIS SHEET,fa ns\ vp ; BACKFILL OR/ 0 F�1JD SWALE / I KEY STONE 4" CAP UNIT X 'IE 203.00 / / POST IN PLACE I �� . .afar�� _►i 204 :;:: /// U 0 205 "" �' er Cr r� I -�' � �� ` f KEYSTONE STANDARD UNIT �� Q = I `tiro I C� U I- x ' I ---' .0 BEGIN SWALE I O^ I- LL I I ' OUIFALL IE=204.00 " I-- O ' STILLING BASIN / BACKFILL OR CONCRETE W (n la I SEE SECTION, / i=- ?- x N I THIS SHEET �/ / FENCE SECTION Se PLAN DETAIL I I COMPAC UNIT - NEAR VERTICAL SETBACK < U AF� W LI 0 0 a WATER QUALITY SWALE - PLAN BASE LEVELING PAD NOTES: MINI CAP UNIT 1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 18" OF CRUSHED STONE OR 2,000 PSI± *DEPTH: 10" lickA UNREINFORCED CONCRETE. HEIGHT: 8" qi!:1l,Ldi 1 th,' ql�„ ,II,,,a ryll,, 2. THE FOUNDATION TO BE *WEIGHT: 45 LBS W 0 Ilia,,, „� G,, IIII,,, TO PLACEMENT OF THE LEVELING PAD. J tl tr----''0 COMPAC UNIT 1tv • t.d-�I;iKF WIDTH: 1 S" (/) 0 ixt t.o *DEPTH: 12' I HEIGHT: 8"filIIill:ol pwll�mr, I.a• II *WEIGHT: 85 LBS ®tr O W m m „, GENERAL PLANTING NOTES + \ ,., 1.0'''� 'tea Lii' I.A QUALIFIED ENVIRONMENTAL CONSULTANT WILL SUPERVISE PLANTING. IN0 i i�'''Y%PP``T ar 1.0 2.LOCATION OF PLANTS WILL BE IN A RANDOM PATTERN TO MIMIC A NATURAL Q b, CONDITION. GROUPING OR CLUSTERING OF INDIVIDUAL SPECIES IS APPROPRIATE. Jp•çfrj4# F 3.ANY MODIFICATION TO THE PLANTING PLAN MUST BE APPROVED BY 'I I', .CR'�+ Z niiJIIVa", 1e-10----41,',0� ENVIRONMENTAL CONSULTANT. "I•I`�, i•,, ., efiai• u li a I I `1'`.. .'J:: .y�.�P. CC 4.ALL INVASIVE PLANT SPECIES SHALL BE REMOVED. I� ' a* • -: .'• UNIT FACE 5.MAINTAIN 10'FEET BETWEEN UTILITY LINES AND TREE PLANTINGS. SLOPE CUT +•C"• ��h INS V 6.ALL TOPSOIL SHALL BE STOCKPILED FOR RE-SPREAD AND BACK c ''r"" "" ' a....W fr^•! FILL APPLICATION OVER LANDSCAPE AREAS, 6" CRUSHED ROCK OR USA WATER QUALITY FACILITY PLANTING SCHEMATIC - N.T.S, 2' X11* sje 7.SOIL SHALL BE TESTED BYA QUALIFIED SOIL TESTING LABORATORY AND UNREINFORCED CONCRETE o Pt (Use as Guide for Plant Spacing at Bottom of Swale) • +' Y:+:::•• • •6.004 EANTSSHALLHAVEVIGOROUSROOTSVSTEMS,ANDBesoUND, LEVELING PAD m 8.,�/a.unos4��1,4f��4. 41 I04.. HEALTHY,FREE FROM DEFECTS,DISEASES,AND INFECTIONS. 0 COMPAC UNIT/BASE PAD ISOMETRIC VIEW qk' a SWALE MAINTENANCE PLAN: .� SCALE: 3/8" = 1 -0' \'.. '. 'I V/ -i v�� • 9.LANDSCAPE PLANT MATERIAL SHALL BE INSTALLED TO CURRENT O IJ 0 1. SWALE SHALL BE INSPECTED TWO TIMES WITHIN THE FIRST NURSERY INDUSTRY STANDARDS. *DIMENSIONS & WEIGHT MAY VARY BY REGION a ° o FOUR MONTHS AFTER PLANTING TO VERIFY PLANT SURVIVAL. 1: 1 SLOPE I PER PLAN I 1a.A TEMPORARY ABOVE GROUND FULLY AUTOMATIC IRRIGATION SYSTEM IF SURVIVAL IS LOW, REPLANT AS NECESSARY. SHALL BE INSTALLED AND OPERATED FOR OF(3)YEARS. 0 E (ALL 4 SIDES) (SWALE BOTTOM WIDTH) z ix 2. REMOVE SEDIMENT ACCUMULATION WHEN DEPTH EXCEEDS 12" HAND PLACED 3 INCHES IN ANY LOCATION. RIPRAP. 11.MAINTENANCE OF THE WATER QUALITY FACILITY SHALL BE IN a. 0 3. CLEAN SILT/CLEAR INLETS AS NEEDED. ACCORDANCE WITH CLEAN WATER SERVICES,CITY OF TIGARD, 9 0 4. REMOVE TRASH AND FLOATABLES ON A REGULAR BASIS. AND OREGON DIVISION OF STATE LANDS LATEST STANDARDS. STILLING BASIN - SECTION 8" MIN. LOW PERMEABLE SOIL E CO ?c g KEYSTONE 4" CAP UNIT Co EXTG. - ./ '1 GROUND 4' BLACK VINYL COATED GROUND All R gxp q souTN & WEST NORTH & EAST it 4' BLACK VINYL COATED CHAIN LINK FENCE (TYP) �-'` a Ilk k m-, . 'ACHAIN LINK FENCE (TYP) „ M `engn EXPOSURE DECIDUOUS CONIFERS �" 'I �' ,4 11,7 KEYSTONE COMPAC UNIT `i w el �`, "� ,,�/ l f'!: �w I11C. /\j%\, _\ BOTTOM \/ RETAINED SOIL En ineers + , //� /� q� 2 WIDE W4 TREATMENT y �P �1��/j/\//\// Z 8 �BACKFILLC7ED 1 ] P1agineer�, RIVER ROCK GROUND ///•�` DEPTH /\// �o �,�y_,� L J / SL1rVey0TS 3" DEEP RIVER RUN, SHRUBS \•"f/�\ ��\ N I ' 3300 N.W. 211TH TERRACE /\/ %/, w X GRID LENGTH/\'`\ 0 /\�� ABOVE TREATMENT AREA: O FINISHED GRADE HILL58oRO, OREGON s�t24 �1 i ` t �� // //� MIN. 6" TOPSOIL PLACED ME \ \ \ \ \ OVER JUTE MATTING. I PHONE (803) 558-4242 \ ' \ ' \ APPROXIMATE FAX:(503) 645-5500 ( I UNIT"CORE FILL EXCAVATION LINE www.ldcdesign.com 'l1 1 R„ 1"1 Ira 11 r.1 %a 4.i , • I• s re' 'i 1' r 1 1f1 'irN1 r1 :A1' 1:e 'e: uHl' a ,iS! lid II r/.!.A,: ! (3/4" CRUSHED 1 ona.1111•nit•1W�11im u,�W�,ni isln�lu�IN/11i .•• JOB NO.:. JUTE MATTING WITHIN WATER TREATMENT AREA: ROCK OR STONE) VARIABLE 2"-3/4" OF RIVER RUN ROCK ' •'•'.'V• .'I► 2854 MINIMUM 2' PLACED 2.5" DEEP ON JUTE MAT SHEET NO. 1" TOP SOIL PLACED OVER 6" TOPSOIL. UNREINFORCED CONCRETE OR PERFORATED DRAIN PIPE (OPTIONAL) - MID SLOPE TREATMENT AREA MID SLOPE CRUSHED STONE LEVELING PAD ABOVE ABOVE SECTION A-A C ea 6 SLIOPE SLOPE N.T.S. USA WATER QUALITY FACILITY TYPICAL PLANTING SEC110N - N.T.S. TYPICAL REINFORCED SECTION OF I COMPAC UNiT - 1 " MINIMUM SETBACK 9 \ \ \ PRl,�► . 1Nff SAWCUT, REMOVE & REPLACE 2' OF NORTH \ \ .5) 1®Tg4 e. AC PVMT, REMOVE DRIVEWAY AND \ \ REPLACE CURB AND SIDEWALK SAWCUT ,REMOVE & REPLACE \ \ f"- - 2'OF AC PVMT, REMOVE SIDEWALK \ �A�F �9� c~ ER %1 & INS TALL 25'WI DE COMMERCIAL 30 0 15 30 60 SAWCUT, REMOVE & REPLACE I ' �` -_ �� „..•.�—^--•. tit t pow ,,., e t 2'AC \ � . -_ .-- -. ... CONCRETE DRIVEWAY , ,,; �,,, am ,_ • .,�� , :F.,1 ,' ;,.., 2AC PVMT, REMOVE DRIVEWAY, ``_ `�- •-- . — INSTALL NEW CURB & SIDEWALK / ■ RENEWAL 0/30/03 --— 1 inch = 30 ft. / . " it N ')',', ' '''..."`..... ,.......6_ .....- -..... ....... ,,),:p .._ .... ...._ • _ ______________. cl z€ _____ -------- ----------,v,„ .,,,,_____,...„._ •_. . XSfl --...........„_,...... ‘r XSD ••m ..."'w °,..�. ,�1 XSS- XSS XSS .. •,_ XSS ^' XSS - XSS XSS 5S„ SS X $ XSS XSS XSS XSS XSS >XSS Of Of O i -..e iiiiimaktaffalaii SD . .. • � �° �1�1/�, �- A A 9 _ • fl D • +vuw+.+•. .�.� J -- -r ..�� wr. ...,..,. .-.... , -. _ .. .. . r ,- : _ - _ r re Xs I -� JJ. ----- s xsp ;~ k XW X f w t M M _ . ` �-� XsD x XW XW X —X I( -XW —X �. ,Q IL. a SD i"' � XSD / R , � _ ' _, XSD- _____ CV /� N 4 c r r F XSO ,f, �' E 194,65 _ v v ) ° XE XE XE -X^ • I % I l .� 62.76 SIGNAL ■ x !...1"`\ co m O tt) POLE :: si /� UJ t t*? S N y S 11' ROW O BE DEDICATED / W �°' .-` , . %‘ , ASHINGTON,COUNTY a f UTUR STREET W N in f- OVEMEN \ a ‘i y � � EXISTING R \ f\\''.------(rr- ....... . t...:�: 1 o> ° o° o . �� o o PROPOSED R W \ Y....s...w�c.isf:...dbe ---\,°' vD D p 1` `°C14 k 1O ' ' SAWCUT REMOVE & R PLACE 23 co 0 C 1/E 0 v.o ` K.: 2' AC PVMT,REMOVE D VEWAY IX QC W a` �� D l ++ b INSTALL NEW CURB & EWALK I-�-- < � � . \ C,.) \' h I�-- Lr., c , . . , \ I— 0 r /..// .,r r r,. rr r rr r rr rr rr rr r r ' \ , \ V 3v)rr r rr r r r r r l Krrrr / rr f r r'/l r / Jr fr ... / rr rr J J'rrfr - + \T6\ rrrr r: , c �L y; - cD . rrrr MODULAR "D" rrrrr fix` D litt �... .rrrrr rrrr �`` \ LA- (t) I < i ri rrr`rrrrr rrr r j fi rrrr t.J'rrrr rrr'Jf`.f rr+rrrr,Jrrr''rrr Et! - ... p v ��`�� !� 00 rr rr ,...,./ �.r rr rr rr rr r/ r / /r rr r''r ♦ rr l+} ° - - D � \ W - v ..v 1 \ t :8 w r r r r rr r p .° - p i. s r r r r r D rrrr rrr rrr„,,,,./ rrr r r rr rr r v. \illA� rrr /,, � �• va° a ,. rr r . r rr,J r r r lr r J r D Jib r r r rr Y rr rr r rr rrr rrrr CLASSROOM rrrrr v +r ,rr J I f 'r rrrrr FINISHED FLOOR ELEV=215.08 rrrrr o ° b ° ` \++ .rr r r r, J rr rr :D \r ' ' j ra °�''7'� rrr /rr rrr rrr rrr rr rrlrr ra.....,.�.,j• rr r .° v 'l 1 1 ' .r _ .+ _ rrrr rrr rrr rrr,,rrrr rr rrr rrr rr rr Jr rrr rr rrr r r j r ° t r r ♦ r r r I rrr` rrr . r r , . rr , `^wW , /�q• {„�,� //��r ` / Y /rrr OFFICE .r r r r rr .„, "1VV�r�` r ,, f - - v rr t r,.r ` SAWCUT, REMO�E & REPLACE � J I-°- V '`+.� rf f r rrrrr r v .. r rrr Ir r C- 1 RCH S e \ ',,, 2 OF-AC PVMT,\ REMOVE-CURB Z Z rr`r /r rr rrrrr CHURCH rrrrr;rrr J r+frrr`rr�rrrrrr r'rru r r +t x & SIDEWALK & II(VSTALL NEW }- Li.l L�.J rr f. - rrr )fi'W1DE COMMERCIAL CONC. ®'r rr rr rr r rr rr o'rrj r , rJ FINISHED FLOOR DOOR-218.23 ,++ 6. DRIVEWAY Q o r o r \ \ rr rr rr,rrr rrr rrr rrj r/rrrr rrr r + r Q rr rrr/ r rr r r rr rr ./ D , r + T r + - t LL.. ,r,1.,� d Liiiiii:i:iiiiiiiiiL_-_-- p rr` f r !r I r. rr j / r• r.V r �I ..r rrr rr lr rrr / •I r`r . a r r ✓, , b ' , rim. ° 2.5'0 WELL D Ni.o U �! -V ° LT ° d' WELL HOUSE b ° v° v ■■ + \ J TN I � J \ W 1 �.�/ I ■ li 0 \ \ \ { II U X X X X X X X SIOD`�$'�9�`E 657.25' / A. 1.Q' CONSTRUCT 2' VIDE, fit' LONG F (n (j) CO I I / \ I ` I 1 \ i CONCRETE ISLAND CENTERED z D ...., \ I 1 \ ;.. ABOUT PROPOSEQ 16 WIDE Q ®- -- 1 1 COMMERCIAL CON . DRIVEWAY a • �' — -4 ,� I \ I I ; I \ 1 / :k. F o (n \ .� \ ` °.•... .J \ N 1 -a F }_� 1 GI O a \ \ Nr an:O ` / t \ f \ \ / \ a w I\ \ O W 0 \ a U z 0 r.. �r Y/ Wee C7, EXISTING DRIVEWAY- CONASTRUIGi 1//2”lU \ Lit_ U D GRADE 3 4 RADIUS LIP MATCH WIDTH do / �, \ Li.. �CONSTRt1CT DI�fVEWAY \ ` O 2 a; 3/4"R a' ,--EDGE CURS JOINT _ _ I MEN. 3"SAUICtIT ANO 1111 ,C 5'MIN. 1 SEE NOTE b ROW I N I YE1�tl('.AL BREAK " ,, a \ 4SlINOTE4 _...._�., �,�•.' .. .;, .,�4•' ,'. .^•" .., •4'a.•�• ; \ � m I-1.1 t1` • j �--� ,i-^-DRAINAGE BLOCKOUT Y �- DOSING s4- J •.t !,• :' . ^'Y..+� 3"I Q PE ASTIC " $ ►, a. Ain SEE NOTE 3 PAVEMENT ip J{ "• ,. .•►�. .rs+.Toss..�•r.r - \ \ --... . PPE W/COUPUNG' '-` ,., i n=n II .U- if.-41i-,iii---1'1= SEC1" 1.10 PER SS4 \ \ O r7 :11=11=11=11=n II-11° 2 OF 3/4-0 COW CIED AGGREGATE U U // % //-•_;`,-.' . 5`MN 12A SEE NOTE 2 NOTE 3 CURB AND GUTTER ..,„ ,,,, . ," /" /"�/o:+ _ t B" 2 OF 3/4-Ce BASEROCK to o'"B° o° :•`•:•.;: COMPACTED SUIBCRADE ` SOEWMX Q IN S - SEE NOTE 4 \ .rnr•rram.,�,o.� N • © 0 Apo.• J ••• SIDEWALK ADJACENT TO CURB 66 e' 30'MAX A 5' '!/z"TO 1 f :�` z ek�_�, c n Q a a •. .J + • I SAWGUT MAN 2' 3 \ _�_ <,;. ::::,_ b 10'MIN /� UP \ s•yLn --J - e MIN. PLAN M FACE OF t�JR9 DUCT DRIVEWAY AARON t Y \ \ _4 Design W " : -, Ft :: -,. +. ,c;{vr-ate a" I ►•�, ,•i \ ''. -, -•u-a=u=i1= 11=11=11=11 3/4 EXISTING ��/%/I/�_�I��////j j•? L•• L AY O �ti.--.."1,-t:1:.','. 11=11=11-11-11 11-11® yr ► • e' ! t'� ,i,\Lr.. ----- 2"'OF 3/4"-0"BASER(X;IC �rrikE l ►f� �.....10 e t.',, . gt� \ \ Inc. NOTES: ., a� : - . . \ Planners TANGENCY . 2 OF 3/4.-0"COMPACTED AGGREGATE• t TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF SIDEWALK AWAY FROM CURB 2"Of AGGREGATE +�{fai.I, STANDARD CURB \ Engineers OF 11'E CURB de AT OTHER LOCATIONS AS REQUIRED TO WIT THE SPACING (3/4 COMPACTED TO A MAXIMUM OF 20 FT NOTES: SECTION A—A \ Surveyors 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATRRIAI EE NOTE No 4 WITH A MINUMUM THICKNESS OF 1/2". 1. 1_1 ,�3000 P.S.I.Psl AFTER 28 RAYS.ti SACK MIX,SLUMP RANGE NOTES: \ 3300 N.W. 211TH TERRACE 1. SAWCUT THROUGH GUTTER PLATE Stall BE MADE AS CURSE r:'j 3. TRAVERSE CONTRACTION JONTS TO BE SPACED NOT MORE THAN 10 FEET APART 2. P,i,NQ„S TO BE 3 FEET LONG. NOTES: TO CURB FACE AS POSSIBLE. \ HILLSBORO, OREGON 97124 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. P'HQNE: :§4.3 ^"4Z4I I 4, CONCRETE BREAKING STRENGTH TO BE 3000 PS AFTER 28 DAYS. 3• EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MNUMUM OF 3000 PSI AFTER 25 DAYS. 2• COMPLETE CURB AND GUTTER SHALL NOT BE REMCNED UNLESS \ UTILITY VAULTS.WHEELCHAIR RAMPS,a<AT SPACING NOT TO EXCEED 43 FEET. DIRECTED BY THE ENGINEER. FAX:(503) 645-5500 2. CURET JOINT SHALL BE TROWELED WITH A M11N 1/2"RADIUS ALONG BACK OF CURB. \ \ wwW.IdCdesi n.COm Q 5. DRAINAGE ACCESS 1tIROUGfi NEW CURBS SHALL BE PLACED A MIN.OF 2 FEET 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 3. WHEN STRAIGHT CURBS ME REMOVED,A MINIMUM OF 2 FEET \ 9 p AM MAX.OF 3 FEET FROM PROPERTY LINES. OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED \. I' N CURB.THE JOINT BETWEEN 1HE]M SHALL BE A 7ROWELEO'JOINT WITH A MIN 1/2"RAMS. 3, EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED AND REPLACED. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF B INCHES W MOUNTABLE MATERIAL OR EQUAL IXIENDNG FROM SUBGRADE TO FINISH GRADE d= OURS IS USED OR tF SiDEWAU(IS INTENDED AS PORTION of DRIVEWAY. " 4. WHEN ENTIRE E GUTTER PLATE IS ROAMED THE DUSTING ` (JOB NO.:AND C> OIHERYASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4, t1 X tf" tO GA MESH REQUIRED FOR COI.IriEE2CIAL DR1VElVAYS ONLY. PBENCH SFW.L 9E ECONSTRUC�T1FIH 1i7; NEW TO PROVIDE \ C 6. DRAIN BLOCKOUTS IN CURBS SHALT.BE EXTENDED TO BACK OF SIDEWALK WITH 3"marten SUPPORT UNDER PAVEMENT. PLASTIC PIPE AT 2%SLOPE. CONTRACTION JoaNT TO BE PLACED OVER PIPE. 5 4 5. AFTER CONCRETE HAS CURED. SEAL JOINT. \ \ t SHEET N0. v I 11a o�la o+a w w rnnee�r �PAM� STANDARD :. Ma A SRC PIPMIN'T w CURB KNOCKOUT pNg ;> �¢ i 4... --- tCt�E Ar NIM 1:NEW NO fCAi[ JrNi<9w P.Dt1�1Pt stCA�[ 1 T®1 R.Mlseds WALE .ewaassr . r CONCRETE o ..wl•,s OW STANDARD CURB um..., �. u + ..w.�w. u . OW COMP j�k l WOW 1S j- r, MPAOII tUS SIDEWALK ..,;>1 'WI DRIVEWAY 1r''' MI FOR DRIVEWAYS mini . car of 125 CITY Of 120 CITYo� 142 Orro� ^� 145 .I MOM MOM BM MOM MO"Mg 0111=44 IIRIVRAL MIR I-: OF 9 � ®.,� 1------.7"—'-Thcop piwe 1 - ---- MINIONAIIMIMI. ,10,.. - - , ...s c \ ‘ ,'\ ‘' \ \ \ \., OG I Neek if C) \ ia7e4 NORTH) -17' \ \ 4 ORE 42 \ \ \ \ \ eileER 114 _,%i■I 30 0 15 30 60 . it kr1,01 ,-- _f..____, um -,mg N....,.. --.. OM ' NM NMI : '''':`, 1111111111■11 / REN A\,...............,......lL.r................,..)6/30/0EW 3 ---....... N— ....— -- --- --. --- -- 1 inch = 30 ft. / N. ___ commeximasmarames.mmagasawaram \ .---......-... N ....... ..---- ••••••■,.. --"". --.. ...,._ ...... ____. / N • --... //' ^-,-. ..-... -..... ..„._. ."---.. •-•""' ....". \ .........-..--...,.... ......... 1 ---"-- -- -.. ••■•••-•.+------.. ..,.„ .„,........_... ....................._......_............_......... 0 C) -"'"'"----.."^ ---....... W < ....„....,......., '''''''‘ 0 ".--"-----"-"-.."--.^.-,.......... .....1 fr SW. 139TH AVENUE \ . _ _ ___ (....) ,- _....___.„......___________ \ _ _ CK --------xE ' • -4 ., - -. -. ...._ — ...____ . . . , ' - ,-- WI I 1 CV i _____ - - 11 —I cf) . _ XE E---- -xe--- ft-94. \ ---------------_, < .....1 0 0 Z ----i-------- XE " " XE " XE XE XE XE XE CO I 0 8 \ 1 . ,........ 1 ....., 1 ,-,_.1 1 1 ., , .. 0 '46 ___ ■_.:7---- , l 1 0 V i . LO V \ I , .-.1 I i \_..1 I 1 ii 4 \ , L., ._ , , ...... - , --___ 4 .....--- A / ---- \ \ \ ,--..... i ”. ( flice (N P in ) i 1 --------- ■ \ ____ \ te-----........,\ . -.. - \ 1 1 1) ,111---- \ 0.-- 1--/-1----I- _ ......_ 1_ . ---- ---- \ \ '''4',0. . .. ----"r- . . ... . ' ' - wita. ___i_ v. .- .- -1_,- - RIVA - ., . , . \ K -:M\7` x \ , X (.-..) ., 1 F MMNI ' 1 I 1 x , -- .., _ X Cr Cdt > 1 1 _..-- ■ ■ . ------ . . % X IA D 7) ___ X,,, „ \ -I, ' ....., i I -.----------- ‘, - 4, 1 F.- i ---1 co ____ , „ . , 1 1 < _____ PRESERVE TREES IF POSSIBLE . , .....------- ,, i--- 1 0 (-) ‘ . \ _____i - ) . ' 7 \ \ ..-, 1 I-- I__. 11.- W _, I Ni. ' ' ' \ 0 ( - % \ (i) — ,---------- LIJ —- \ Ili \ C 4 ',.. ,e, ' ,. A, _ . ' \ rEc V „ // / //, / / ... .,, , 44,I.,--4,,.- ,-0- , i ,------, 1 La.. K - 0 < K (.0 MODULAR wD" *, ,,, ,. .. i* `k4,. rn Cu 1-- 1T1 / I , \ . 'Ns,4. 4%.\7%4‘ \ ‘ .4 ::. ../fAlf 9-0 ; -t,' l '.'.' ' ' v : ° ' ' ' ' 'VD Ns' ,- -) . , .. i;\ Nth, ‘ . I' .° v . s .. .' \ e \ 4= '' LIMIIIII. 111111111111111110111111111111110r ..,,,„! _...R, 1 , 1 1 , v a. ‘ \,... ,ite . oar t • . -1.-.1,.'iii\- . 1 . . ,, ‘• . ' °., 1' ' I // ..) ------- -4+ -- --..,* For //: )‹. . .... , _ x v. - , \ - / //,, ' r ,. - , of„,--,.........----Th / rt I ii ----- x / CLASSROOM / ° r . 0 /' . \ ?. \ > (§4 .• ' .r...*...... €] ' FINISHED FLOOR ELEV=215.08 A 1 -, - - -- -. -- ‘ , , , , t .::), , I G\I . , .......... .. , A ‘. 1 Sii.. \ rTi 4 / OFFICE 1;://:// /1/1/ / \ Vil V , ...., ■,...../ ..., //, X --------- .- X _I — -G-s : .4, /, // \ 't• X 72 CHURCH ■ / ■ /7 7 7 7/ . • 1 % 1 0 > - / .-------- ,1 a °#/ c/ A N I S H E D FLOOR CO DOiOR=218.23 / 0- -:-.r-' e• # 4' ' '''' ///1/.// I//I//2 7 ■ , I W Z // X 11 Wm < .. 7> \ 4 . , ,-----., - .. / / \ _I ■ I Er LA n // .4 1 ww ci..fr , ....._ , [ 14.11, ,0.,„ 1 .......-- , \\ • s, -I . V . . I \J 11 v ‘c.1 1) 1.1 1 /// / ' / / WELL HOUSE si . • '\ lill X \ ,-_- , •-••••••••-••••• • ■••••■1■ , f , -, • -----, ett ,\,.e lk \ „-, C-1 .0--) ,.. ,• ,-., ,,,,w, , , A., .,... ! , \ z Q., " o • ..=-, — ..4.3.„..., -am= A' ‘ G -,, , ..,,, ., 0 / . ' z 1 / / \ I \ / X X 1 .__ \ X . cr / X 0 ...... I / / X I \ -,... -._ , V140,‘ ........ / / TREE PRESERVATION 1 \ / \ . , ......) % kiii I •... ,..................1 4, - r......___.....,,,N, / / ORANGE FENCE 1 \ R.1 / 1 s. 1, 1 -,1 oo 'yr.,1 1 / \ co / 1 , 1 01 I 8 I 8 / PLACE 1' FROM TREE I 1, \ / 1 \ 1 03 (.0 z,..1 I 0) \ / I -, -4- o X X I / / FOR EACH 1* IN DIAMETER I r- - --I \ I (J.. 0 • I I I \ I i.. I al I t \ / ty) / / / X X X ii El I I \ / k I I I \ \ ‘ -t) 1 \ 6 I i / / \ i i \ \ \ 0 w 0 kJ 1 I / \ _1 x a. 0 z c< I / \ \ \ o 0.... I i v) t.o \ 1 I \ v) ILL, I I I I \ w 5 / / \ 1 \ \ \ \ k Ix a. tu Lu r.:4 \ w 0 .Q i iz. " AMART SUMMER LAKE " 0 1 o X Ca Q I \ . I CO Q I14-1 I CD CI ..---- 0 CI ts:7) I < < I 0 0 1:3 I......--- Ni- I t".."'"""." '" w""""\/H'if LC) 00 I ri„...],,,,,;,,,,,_ 1 l''' ,-,,- i".0:118Pn cNi \ ,....,c) ,t L-'Degl \ \ ,'.1-. ,:-.: tin ,ja \ '''' - G . , c> \ (1, -c--iii:4;,,,,,,g 5w' •---, \ Inc. ,..... --v-, 0.,. . \ 1 Planners ....-- 6: (-- A, TREES TO BE REAIOVED 1 Engineers \ \ Surveyors \ 0.. 3300 N.W. 211TH TERRACE 4:::::) -- \ HILLSBORO, OREGON 97124 t..,-5 I Niue(50,3) 858-4242 I \ FAX:(503) 645-5500 cNi wvivo\_ : cItItiffor.......TL..... ■::::■ \ I (NI I C1713 NO.: X \ cz:) X , SH --- :', X X EE2T8N50.4 . (1.) \ 4-6 C1.--- OF 153 9 .1 \.. MIMMI1011931111•011.1•10■M 1 _ _ 1 ,.._ (...__________....,\ RR 1 . `... „AGINEER `S/ ,� WATER CONSTRUCTION NOTES CONSTRUCTION NO . 18764 .� O �� EROSION CONTROL NOTES �..A. GENERAL • �Q.,N-- �/ Sc2, 1. An estimated 12% of the water system costs must be on deposit 1. CONTRACTOR SHALL INSTALL AND MAINTAIN t720SION/SEIDIMENTA11ON CONTROL DURING 11 ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF ' °RED 4� Nj `c� �o �iy prior to beginning construction on water lines, and to receive CONSTRUCTION (ANY TIME OF THE YEAR) PER THE "EROSION CONTROL. PLANS TECHNICAL TIGARD SPECIFICATIONS, AND OREGON STATE BUILDING AND PLUMBING 'F i., 1�,�� ov ��Q�„� :.--4-,► STANDARD CAST IRON NON-SHRINK GROUT a City of Tigard Water District (COTWD) stamped approval on GUIDANCE HANDBOOK" (ESC) DATED: FEBRUARY 1994, AND CLEAN WATER SERVICES DESIGN SPECIALTY CODES, AND CLEAN WATER SERVICES(CWS)R & 0 00-07 R `k:3 . :•' :t . �, construction plans. AND CONSTRUCTION STANDARDS, R&O 00-07 CHAPTER ,8. /C ) FRAME AND COVER v V- c: •:•:7:.*; .• ::;°.-:-"A'-:"•a. STANDARD MANHOLE 2. The Contractor shall maintain one set of COTWD stamped 2. CONTRACTOR SHALL FlELI] VERIFY DEPTH AND LOCATION OF All UTILITIES n GO ' p••.•- : •:4,-.• 1, -A' •`,,•'•''•;:••.• GRADE RING 2. APPROVAL OF THiS EROSION/SEDIMENTATION CONTROL(ESC) PLAN DOES NOT CONSTITUTE AN RENEWAL 06/30/03 J p „ • . •P. •• 1 • 4•-- approved lans on the construction site at all times. PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR /� :4, ' •,:t v p., �,� .•.�i� plans APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, CONFLICTS WITH THE PROPOSED CONSTRUCTION. PRIOR TO START OF /o ';•. •A•.,,; :; • 3, All curbs must be constructed prior to the water line installation. PIPES, RESTRICTORS, CHANNELS, RETENTION FACLIIIES, UTILITIES, ETC. CONSTRUCTION CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY �-'.;v,: P: •• . .A., q•.�•:'•• 4". .1:‘. . -r.,r•*. 4 MIN. ��I • •a. ..4,. o a• 4 �� ,mow .�.�► 4. Notify COTWD 48 hours prior to commencing contruction to set up a 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CQNSTRUC11ON, MAINTENANCE, UTIUTiES IN CONFUCT 11TH THE PROPOSED CONSTRUCTION. ORS 757.541-547 APPLYS // ;•/).. v• FINISH GRADE ��.r ;. ,v /, pre-construction meeting, Phone no 503-639-1554. REPLACEMENT, AND UPGRADING OF THESE ESC FACIU11ES IS THE RESPONSIBILITY OF THE 3. CONTRACTOR OR DEVELOPER TO OBTAIN ALL REQUIRED PERMITS AND LICENSES 48 HOURS BEFORE •:,`� �<`c: ��G' „'�, ` ;►ro WATERTIGHT PIPE FM1JG 5. All materials and workmanship shall be in accordance with A.W.W.A. Standards. CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY OF STARTING CONSTRUCTION. (TREE REMOVAL, SANITARY SEWER CONNECTION, -.alp J�� c,�•• 11.. s,....:, ai1H sroPS [cityname] AND VEGETATiON/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE DEMOLITION, ETC.) I RADIUS = 25' MiN. Al f e4° �c,�¢� N; %;,,•.y I%/ 6. All work to be inspected and approved by COTWD. FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 4. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE 0 o \mac, 1 1•.� 7. All pipe and fittings shall be TYTON JOINT, Cement Line Ductile Iron, Class 52. DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THE < TIC d. .: A: '� PROVIDE 3/4"-0 FOR A "p p " , g 4. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED METHODS, TECHNIQUES Q CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS EP / •`, .�-r•j►•-` MINIMUM OF a• AROUND 8. 36 of 3/4 minus gravel cover for all water mains in street and right-of-ways. IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE SEQUENCES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM D CLEAN PIT RUN OR 2"-MINUS GRAVEL D(� CLEANOUT 9. All valve operating nuts shall be within 36" of finished grade, otherwise BEYOND THE FLAGGED q�ARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED HIS WORK. I rt BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. valve operating nut extensions shall be required. 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, U SUBGRADE REINFORCEMENT ; ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND WHERE L]! �... •.,t,, 10. Concrete thrust blocks of at least 8 sq.ft. of bearing surface shall be 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A �,• fGEOTEXTILE, AS REQUIRED :s `"• / poured at each bend, tee, cross and blow-off location. MNER SO TO MEET LOCAL REGULATIONS. � AND SEDIMENT-LADEN WATER DO NOT ENTER THE DRAiNIAGE SYSTEM, ROADWAYS, OR VIOLATE V) 1.1,_ CV .4: • ,``% 1.1. Fire Hydrant Assembly consists of: " " APPLICABLE WATER STANDARDS. 6. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING VAIN CITY \4•r.:� ' / A. Modern Mueller Centurion Fire Hydrant, A-442, 6 MJ, 5 1/4 M.V.O. OF TIGARD. CONTRACTOR SHALL NOTIFY CITY INSPECTOR 24 HOURS {-- * :•f. • ', -,` 3 port (two 2 1/2 N.S.T. connections, one 4 1/2"/2 N.S.T. pumper) 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIIMUM REQUIREMENTS FOR ANTICIPATED BEFORE STARTING WORK. __.! Q 20 MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL / " SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHAD_ BE 7, CONTRACTOR IS RESPONSIBLE TO ASSURE THAT ALL WORK IS PERFORMED; < -J 0 • /4'4 _, - • 1 1/2 Pentagon operating nut, open left, color. yellow. UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND Z._,.-..-.;.,,. ,�,�,; `�� ;' •: ► " SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. R Y OTHERS RESPONSIBILITY. NOT RELIEVE THE CONTRACTOR OF ANY [) +:VeZ•b + ,•t .. .4.T, . • B. MJ x 6 Flange Tee. ESPONSIBIU . !D I O , ) C. 6* FIg x MJ Gate Valve. • 7. THE ESC FACIUIIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND 8. ONE AS-BUILT DRAWING SHALL BE PROVIDED TO THE CITY OF TIGARD BY ENGINEER W M :s:▪ / D. 6" MJ x MJ Holding Spool. MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEID FUNCTIONING, SHOWING ALL IMPROVEMENTS. CONTRACTOR SHALL HAVE ON LILT I "P..' P SITE A SET OF DRAWINGS FOR "AS-BUILT' RECORDING AND ONE SET OF AS-BUILT 12. Each Fire Hydrant shall be inlld upon a pre-formed concrete block RAVEL. CONSTRUCTION ENTRANCE 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF DRAWINGS TO CWS 0 Q �j •. `' with 1 1/2 cubic yards of 1 1/2"- 3/4 drain rock. Tar paper will be laid o t11 � '� �" ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STOIRM EVENT. Q '�`'=i,r$, •4••.4:'"P n�4.••.4'••'. •:••.''t'`.•r 9 . THE CONTRACTOR AND/OR THE SUB-CONTRACTOR SHALL HAVE A MINIMUM OF I.4- ,,;: :,N.a dd., • .n..4 .4• .. • ••4 .,. ; .0;_ on top of the drain rock to separate the rock from earth cover. ONE SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL NOT TO SCALE ! 13. All sanitary sewer lines within 10 feet laterally or 3 feet verticall of a 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TIMES DURING THE CONSTRUCTION PHASES. w () �t j ENCASED J " TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR REF: TECHNICAL GUIDANCE HANDBOOK, DETAIL 3-1 A " BOTTOM OF WYE water main shall be encased in a reinforced concrete jacket 6 hick fora TO PAVING . THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE 10. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF a L CD Q Q 3/4 FOR PLASTIC PIPE a/4_0 distance of 10 feet on both sides of the crossing. Where crossings are DOWNSTREAM SYSTEM. MATERIAL(S) TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND w N FEBRUARY 1994 necessary, they must be made at approximately 90' with at least 18" of SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO THE SITE MEET OR x 10. STABILIZED GRAVEL CONSTRUCTION ENTRACNES SHALL BE INSTALLED AT THE BEGINNING OF EXCEED THESE SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. a. seperatian below the water line. CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM 1 NOTE; CONCRETE ENCASE ENTIRE WYE SECTION AND 4$ BEND IF CONCRETE PIPE 14. All mains shall be tested at 150 PSI for one (1) hour with a maximum loss Of MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE JOB SiTE AT NO ADDITIONAL COST TO THE OWNER. 5 PSI. Static pressure = 50-100 PSI. THE PROJECT. AM)STRUCTURAL FN..L3 15. All mains shall be cleaned and flushed with potable water prior to disinfection. 11. STORM DRAIN INLETS, BASINS AND AREA,DRAINS SHALL BE PROTECTED UNTIL PAVEMENT MAY BE USED SHORT TERM Bacteriological tests will be taken by COTWD. SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARD op. W/ UTILITY WORK AND W/ un� provide Eclipse Sampling' g SPECIFICATIONS, STANDARDS, AND PUBLIC WORKS CODE. 16. Contractor to to rovide an Ecli se No.88 Sam lin Station manufactured b STANDARD CLEAN OUT U T ✓ _ 12. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL �f■fs, Kupferle Foundary,OF DEVELOPMENT � p y, St Louis, Mo. 63102. The sampling station shall be 3'-0 bury, CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL DRAWING NO 150 with a 3/4" FIP inlet, and a 3/4" hose nozzle. All stations shall be encased in a 13. SEEDING, MULCHING AND REVEGETATiON SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE, AS U lockable, non-removable, aluminum -cast housing. When opened, the station shall EACH PHASE OF CONSTRUCTION. DIRECTED BY THE ENGINEER. 4 y- require no kew operation, and the water will flow in an all brass waterway. All working 3. EMBANKMENTS OR STRUCTURAL FILLS FOR STREET CONSTRUCTION OR FILLS W ...- ..r--S..: 14. IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, :;,�,:.`■..,r;i parts will also be of brass and be removable from above ground with no digging. THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7(STRAW MULCH); TO BE CONSTRUCTED ON BUILDABLE AREAS SHALL BE CONSTRUCTED FROM ..._....r.,.....'. A copper vent tube (standard) will enable the station to be pumped free of standing 3.3.8(EROSION BLANKETS), AND 3.3.10 SEDIMENT TRAPS OR PONDTECHNICAL GUIDANCE HANDBOOK, FOR (a .■�■r�aalain■ EXCAVATED MATERIALS ACCEPTABLE TO THE SOiLS ENGINEER AND SHALL BE I- ::Stan". uC:C BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT rrrrrr■r�.....r__- .p■1r1■ry - , r„•.wI■a-r. .inr"■rra `�f water to prevent freezing, and to minimize bacteria growth. The exterior piping will be REQUIREMENT (SEE MATRIX) SHALL BR COMPACTED TO 90%(AASHTO T-180) RELATIVE DENSITY AND SHALL Il11t�l IIIl1/oql 1/4" BE TESTED. TEST RESULTS SHALL BE SUBMITTED TO THE CITY BUILDING AND ENGINEERING .f■wrr■r, ,r■=ri■, IIJIt$11t1 pllis11tI brass, and a 1/4 ball valve shall be provided in place of the 1/4 pet cock on the vent pipe. 15. ESC MEASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATION iS FULLY ESTABLISHED. (� ,.0 rem I TOP of GUIDE DEPARTMENTS PRiOR TO APPLICATION FOR BUILDING PERMITS AND PRIOR Iflorril00 u i+sltl ru�I<r� �� II��II�I�I IiiIIIIID a III s t BELOW cRAre e o 17. COTWD will install all copper services and sampling stations prior to the street paving. Wa#er l �l t II IIM1�Mt ��`Ilrlttli Iq�lll�tl 16. NOTIFY CWS INSPECT.N DEPARTMENT AT 503-844-8444 24 HOURS PRIOR TO ANY WORK ON SiTE. TO PAVNG. (I) E�.. �-- .�..�-_ 11 f1�i111_ �_In�rt�O meters will be installed by COM upon individual request and payment by others(owners). FILLS SHALL NOT DE CONSTRUCTED ON NATURAL- SLOPES STEEPER THAN TWO 11I1111�.�__� x__11111111 .r _.. (n r rr�rrr�r�` L�rirl'o:iiiirin'►.+wr":ri +i��:i�i+ HORIZONTAL TO ONE VERiICAL. ALL FILL SLOPES SHALL NOT EXCEED TWO � �y illfligiggLIaMitidllI P •-- --r.ra 18. Upon completion of installation of the water system, the contractor or owner shall advise HORIZONTAL TO ONE VERTICAL NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL >... i" 1 ii' •"- - COTWD of the total construction costss to which will be added 10% for COTWD inspections, FENCE NOT ' * WITH A MAXIMUM DIMENSION GREATER THAN 12" SHALL BE BURIED OR PLACED �`" rpors�s,.•r.rr.....rl.r..gh"rr"rr rr.r"rw■rrr"�u FRp STOP ATE IN THE SOILS. �_ IN ACCORDANCE water loss, overhead, administration, sampling, etc. and 2% for engineering review, including IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CQNSTRUCITON, THE a. " AwsTTAI C--5ei ea "as-built" drawings, updated master map, intersection mops, etc. 1. THE FILTER FABRIC SHALL BE PURCHASE[) IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITION U P P I) g P Q BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY FILTER CLOTH SHALL ASTM, D-2543 ' FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE OR APPROVED EQUAL o c BE SPLICED TOGETHER ONLY A7 A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN T4 PROPERLY F- CATCH BASIN AREA DRAIN ORIFI BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2X2• POSTS AND ATTACH AS DISPOSE OF THE WATER ENCOUNTERED. iF CONNECTION IS NECESSARRY TO CITY w SHOWN ON SEDIMENT FENCE DETAIL ON SHEET 3 OF 10. STORM MAIN, PLANS FOR THAT CONNECTION SHALL BE APPROVED BY CITY PRIOR 'a1;!r, AU.FAS ENTE5 TO CONNECTION. °ct I�jF1ij'j' TO BE S.S. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. �!o a_ THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT CURB AND SIDEWALK �- -- ill//avai, GATE GUIDE SHALL INTO THE GROUND A MINIMUM OF 24 INCHES. CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN / FIT STOP GATE AND,1��/�// ACCORDANCE YATH THE ABOVE REFERENCED SPECIFICATIONS. CRUSHED ��i��1141 INCLUDE BOTTOM .4•. CHANNEL GATE GUIDE 3. THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICLE BURIAL OF 6 INCHES. ALL AGGREGATE BASE SHALL BE COMPACTED TO 95%(AASHTO T-180) AND A - 'i•eav7A EXCAVATED MATERIAL FROM ALTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND PLACED ON PREPARED SUBGRADE COMPACTED TO 95 AASHTO T-180 ;:�r". VARIABLE T-180) liIIIarIt LENGTH COMPACTED ALONG THE ENTIRE DISTURBED AREA. FOR WET WEATHER ROAD CONSTRUCTION THE ENGINEER AND GEOTECHNICAL 111US11li FLOW Il= INT>RnE ENGINEER WILL BE CONSULTED FOR ALTERNATE PAVEMENT SECTIONS. (n r::"' !!i: _., =111 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS I(ttIIIlIi •_. FOR 2"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE 5. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY INSPECTOR WHEN II, aWI WALL SECTION AND ,.. OF THE SLOPED AREA. SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK r1+:: 1I INTERIOR DIUENSiONS BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION Q u,"u"IP ACCORDANCE TREATMENT WATER SURFACE ELEVATION ON I .�w'•: DWG X50 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. of THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR I--- ,ti .r� ,•• .�� '.a DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. a`,`��% FRAME: ORATE PER .'; ' • - BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. ,'�'�\� Dam 260 A: s; .1. 6. ASPHALT CONCRETE PAVEMENT MIX TO BE DESIGNED FROM A MIX FORMULA a ��,� ,�� ✓� 3/14•s s :� 0 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER APPROVED BY O.S.H.D. FOR MATERIAL USED. CONTRACTOR TO PROVIDE PLAN �� EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS ��:��,� �, �� r�. �, ENGINEER 11TH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT %•••••r► �+ !$. POND eorroU SHALL BE MADE IMMEDIATELY. PLANT, UNLESS OTHERWISE INDICATED. Z °:. 1111=11W 111=111 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE 0 REMOVED TO THE DEPTH REQUIRED TO OBTAIN A ARM FOUNDATION AND 1 QU D FLOW STORM SEWER OUT FRP PLATE .,4 11-7.--_111:5-'.-1:.-_-.111-S- SHALL BE REPLACED WITH PIT RUN CRUSHED ROCK. I'- r...r;• AND GUIDE .• ry ;1 (SEE ABOVE) :, o.• 0 4..- . 8. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION, GEOPACIFIC • •_ ' •a ENGINEERING, INC. MAY 24, 2002. 1 a Uri s CK 1 ...j • ; OR DIP v. Ir? �.4 1!3" I_____r,■.r■rr . , - . •. •e: •;, I•. 1. ALL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE 4 . DITCH BOTTOM A 2 • STAINLESS APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY Cn .4 1 •• sTm CODE INCLUDING OREGON AMENDMENTS, AND CITY OF TIGARD P 4. 4 ' ' .• SPECIFICATIONS. SECTION A--A 4 . 4 -9•,d:a - ;4,••-a 11,.#.1 i..: z a 3 • • .• 2. All NONMETAWC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE Z U TRACER WIRE 18 GAGE, INSULATED COPPER, OR HEAVIER, IN APPROVED -o COLOR, INST D IN TRENCH FOR LOCATING PIPE IN THE FUTURE, PER ce DiTCH INLET PLAN VIEW UNIFORM M BUILDING CODE. THIS IS NOT TO BE STUBBED INTO THE WATER QUALITY A LI TY GRATE FRAME STRUCTURE OR MANHOLE UNLESS NOTED ON PLANS. o I`: � N STANDARD CATCH BASIN 3. ALL TRENCH BACKFlLL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE/7-- EXTENDED WET POND * .".!" ,r3� WATERSEAL CLEAN WELL-GRADED 3 4"-O' CRUSHED ROCK COMPACTED TO ' � 95�AASHTO (T-99). N a to • _ _ _ - _ _ _ _ OUTLET COLLAR FOR NO-HUB o CO OUTFLOW DEVICE '� I I CONNECTOR / TEMPORARY BIOFILTER BAGS DRAWING NO. 545 - 4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. a I`~' '* a. CONCRETE STORM SEWER SHALL CONFORM TO 0 r'¢ - _ _ _ _ _ --� 2 -�,\ ASTM C-76, CL V UNLESS NOTED OTHERWISE ON PLANS. -L. NOT TO SCALE I b. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 T 1 WITH RUBBER GASKETS. IF PUBLIC STORM SEWER 3' OF COVER REQ. N // a l ) a a) REF: TECHNICAL GUIDANCE HANDBOOK, DETAIL 3-7D FILTER FABRIC MATERIAL I z i �� ° w . FEBRUARY 1994 FILTER USE STITCHED LOOPS '" 36" WIDE ROLLS FABRIC 2"x „ U.1 I w � OVER 2 x 2" POSTS x o � MATERIAL o w I A L o0 5. SANITARY SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. W 0 I d U Z ■ a. SANITARY SEWER SERVICE LATERALS SHALL BE 4-INCH D-3034 PVC AND o U w 14)00 : 0 SHALL BE INSTALLED AT 2%MINIMUM SLOPE UNLESS NOTED OTHERWISE in 3 ,� . ,NN. v ON THE PLANS. MARK ALL LATERAL ENDS WITH 2'X4" MARKER THAT 5 73 ■ ■ E. ■ _ _ _ _ IS LABELED TO INDICATE DEPTH. z b. PVC SANITARY SEWER PIPE SHALL CONFORM TO ASTM D-3034 AND ASTM 0 Cc r "- _ �� M e� 5 789 (T-1) WITH RUBBER GASKETS. Pi e� 117 cD -_ -• -_": = c0 a cep co I - E;;: . = 1 b STANDARD CAST IRON GRATE o �r 6. TV & VIDEO TAPE (VHS) AND WRITTEN REPORT IS REQUIRED �,. 0 (v - -�_== _ cv M N , FOR FINAL ACCEPTANCE OF ALL SANITARY SEWER LINES AND 61 I I N ,. - _ STORM SEWER LINES. MANHOLES MUST BE TESTED. L_I m/ \ I .4 --r-0 , I .1 .cor __ ._ __ .__ __. _. 7. PRIOR TO ALL TESTING, MANDREWNG OR TAPPING THE UNE I I I I re-sw- •` cal I- L MUST BE THOROUGHLY CLEAN. < < - 24"8 OR 24"0 U v +, U U 8. A PRE-CONSTRUCT1ON MEETING IS REQUIRED. NOTIFY 0 CITY OF TIGARD INSPECTOR 4$ HOURS PRIOR TO PERFORMING ANY WORK. •0 6' MAX. SPACING 0 SECTION N ;: FRONT VIEW SIDE VIEW a i____ _�_.. r to _ t , „ - Group 1~ ANGLE BOTH ENDS OF FILTER FABRIC SPECIFICATIONS `} '� Inc. •Q. • TO ASSURE SOIL IS TRAPPED • Planners 1r NOTES: L J 1. ALL WELDED STEEL CONSTRUCTION. 5. OPENING ON BOTTOM OF W ATE R SE A L 6" TO BE GREATER OR EQUAL TO AREA Engineers raj 1. BURY BOTTOM OF FILTER FABRIC 6 _ 2. 10 GAUGE STEEL MINIMUM THICKNESS. IN OUTLET PIPE. g I ■ ,� ■ ■ VERTICALLY BELOW FINISHED GRADE. Surveyors "x „ 3. 2" THICK HEAVY DUTY CAST IRON 6. STANDARD DEPTH : 36" N 2. 2 2 FIR, PINE OR STEEL NI FENCE POSTS. GRATE. 3300 N.W. 211TH TERRACE 7. MANUFACTURER DOES NOT RECOMMEND HILLSBORO, OREGON 97124 Q 3. STITCHED LOOPS TO BE INSTALLED 4. COATED INSIDE AND OUT WITH LOADING CATCH BASINS WITHOUT PROPER PHONE:(503) 858-4242 ASPHALTIC PAINT. SUPPORT UNDER GRATE FRAME. FAX:(503) 645-5500 ..4".. 2"x 2" POSTS UPHILL SIDE OF SLOPE. www.Idcdesign.corn i 0 AND ATTACH 4. COMPACT ALL AREAS OF FILTER FABRIC C TRENCH. 4. TOP VIEW =► . ► • II • • � JOB NO.: -D 2854 -. SHEET NO. n° SEDIMENT FENCE ..i; NOT TO SCALE REF: TECHNICAL GUIDANCE HANDBOOK,, DETAIL 3-2 OF FEBRUARY 1994 .�