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6830 SW ATLANTA STREET-4 .... ' , n r f . !!iz' 1 i 7 1 Y V ••• • • • • • • • • . �•�w.hnY+ti':'�.yiA6�n•t•�.'14rM'•:Bra+ri,ne:.Hai.k1%i.»'�.4vs!tiA.Yw!SM.fk,+hxxrruill4ti. _.,....... _..-.,._..._ .,_..._.-,.�.. .,,... ,..,,�...,w.w...an.,,—... ,._.;,_.,—x7-c*.2.,,..ry ♦•• ••• • • e •. .•. ,. OFFICE COPY ENGINEERING CONSTRUCTION PLANS APPLICANT / OWNER PLANNING / ENGINEERING SURVEYING FIR SW AMA SWW W , MALCOLM & SHARON ESLINGER, LLC. AKS ENGINEERING & FORESTRY, LLC. _... _ •• .� � AND GSP, LLC. CONTACT: ALEX HURLEY 11575 SW PACIFIC HWY. PMB 160 13910 SW GALBREATH DRIVE, SUITE 100 TIGARD, OR 97223 PHONE: (503) 620-9515 SHERWOOD, OR 97140 r Il- PH: 503-925--8799 FAX: 503-925--8969 , . i IF I "`- -I � �� Imp - I ' PROPERTY DESCRIPTION TAX LOT 900 (TAX MAP i S136DD) r (AX l0T � . -- I CITY OF TIGARD, WASHINGTON COUNTY, OREGON , � ' SOUTH SECTION 36, TOWN,�HIP , RANGE 1 WEST, W.M. E=TING LAND USE: RESIDENTIAL PROJECT PURPOSE: TWO—STORY OFF'CE BUILDING TAX LOTS 1 0 & 1400 TOTAL AREA: 0.37 ACRES Ill. ;{,:. .µ SITE 1 NOT TO SCALE I, ZONING M.U.E. SHEET INDEX • 1 COVER SHEET - SW 68TH PARKWAY AND SW ATLANTA STREET k C 0 E PROJECT LOCATION n : 1 TIGARD, OREGON 2 GENERAL NOTES quo w. 3 EXISTING CONDITIONS PLAN 4 DEMOLITIONS AND TREE REMOVAL PLAN DATUM: A BRASS DISK ON THE PACIFIC HWY (99W) OVERPASS OVER THE sy BEAVERTON—TIGARD HWY (HWY 217), IN THE CURB AT THE 5 GRADING AND EROSION CONTROL PLAN SOUTHEAST CORNER OF THE STRNUCTURE, ELEVATION: 219.86' 6 EROSION CONTROL NOTES AND DETAILS �` S'a..� �i M;•►� port of`11"�r �cvti.:'fi: �P "� tie 7 AIT LANTA STREET/STORM PLAN AND PROFILE SITE /SPOT SPOT ELEVATION PLAN 1� / R,. CITY OF:9 SANITARY SEWER AND WATER PLAN r1 TIGARD Approved .....5/..f . ....... I ) 10 STORMWATER PLAN AND PROFILE Conditionally Approved........,.............. . For only the work as described in: PERMIT NO.pL1h�,2.Q!y!_QQs"�_7 11 RETAINING WALL PLAN 5�e �Er1ler,o: Follow.., ....... .•....... . . .. --�. Attach........................ ...��...I. -� �Yb�l�1.�►w�13�•-� �DetE����E�[l�[ �- ..i Add re 12 LANDSCAPING PLAN RECElVI r t 13 DETAILS AUG 16 bilk N .,•, 14 S CITY OF TIG;, DETAIL 9tlII.JtND Ulvl!-'^" Do= AYEi� ?1 �;� �c I N�r� JOB WIIV9� R ATUWA BI � s 814 ENGINEERING PLANNING SURVEYING • FORESTRY AS NOTED LICENSED IN OR, WA & AK AHNDF,Mj&j2KMjUY Q2 ' ET , 13910 SW GALBREATH DRIVE, SUITE 100 PREPARED FOR' M575O M PASHAROHWYPMBR160 C. AND GSP, LLC. ' �F!fl T SHERWOOD, OR 97140 � ? TIGARD, OR 97223 ,NEER N• OF 14 ENGHMMG IMBIRY PHONE: (503) 925-8799 FA`- (503) 925-8969 PHONE: (503) 620-9515 SECTION 36 (11S-RTW, W.M. RENEIMAL DATE: 6/30/05 TAX LOT: 900 ul-TICE CM v �.t .saw,.=....._.—..•.�.—.—....�.....t'�"�► ��Mllr CM illl1 1 nil�iii� hill 2 2� „ 3n mom l "I! i�liIIIII IIIl11lii lilt ' �� c 3 4 $ g $ 10 I 1 12 13 14 16 17 16 Iii 20 21 22 23 24 25 26 e 10 min.1 cm ivy,�'�� �"0.�.'r - ''.' ` a •;�4''I yeti " i - �' �. � � r' tir NDN I 0 i OL• 1 j�'€8 g�+ 01 I I •I�' ' ,�.l:��i I ' 1 ' ` ���I �.�+ 1).I,Ii, l�1:'I�i.�i�l�.ill,'��.i.l l��'�il�l�l.t��l.�J��� €t,, „ •mr.!+K+� rte;...._ f ��: 7r[.. ANTA 13u I I MDING 66 It u -millv 001 1 NON i, y .�J kip Yi ;Fv p . ,w ADDITIONAL NOTES r 4i N . . ` � ♦,�� +� . 1Wf► + �� 01110%N �I • ww 0640104vrrpr .�„ yay. R1aIRTOFS 1MAil [ PROTECTEDREPLACEMENT SHALL BE AT 1 ALL SURFACES SHALL BE GRADED SMOOTH AND FREE DE IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER .aR•a a/ Mu/ ,. qw • OWNIM40l+ 'r, .r ♦ G +VN wr4w 4"" * yl rrar* er• r• fe /R•ATiII:.N :4Ja ' aea FOR NM M INITIAL ANO FINAL LET OF ASPHALT HAS 2. ALL CUT AND FILL AREAS (PROJECT SITE) SHALL BE STRIPPED OF SOD AND OTHER NON-STRUCTURAL MATERIAL (DEPTH ... .. faw•. +wuaw 46* 4, wr► • . • 40OWP•-w . .-w.0P. fN • +�. f!). STRIPPINGS SHALL BE HAULED OFF SITE. . W 40, ••• .Hs ' w AM r "Oft W . r M #'r 400a •r.- rfwa NN! 0. • el nflae ra.rN v +^MM n fr rfumm1 •1116. RO NAMES AND E O HOUR EYE RGENCY �..f.rl �A « f,• « .T." tan 1 PW®LEYS. TAKE Y THE CITY ACTION R, I N STORY DRAIN NOTES rfr 40~ew. 0 A*�• = �• ••"0 ,"M• '„r « a a rw�s• 0 " 0 r, 0ye,+ We Ny+ HMIXR Sxkf NOTIFY ME CITY INSPECTOR, IN 1.ROCK OR COMMON AXC SHALL CLL ORMEXC TO A.TERIA, DIV9FROM T III, SECTION 301.1.01, AND SIL B D1 CtAS51FlED AS EITHER w 46 aa,♦,w„ I&M&* ,Mea ,,,•, w s ,M,y, ,a, • y W.. a 4e„M A PROVEDSITE. EXCAVATION. ALL EXCESS MATERIAL FROM ME TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN ♦ •♦ .wr•raM•• mra.A ars ..w «JR4 ,r • IeJrr. ...M Tar_ .a • ryT* Ts r, b WF1' r1 OtiPEC10R, IN FORTING, NAME AND raaAl r. %•;tN/1M"M TINT gR5O1' RFSh;45181E FOR CONSTRUCTION 2. ALL STORY PONE WITH THREE-FOOT MINIMUM COVER SHALL BE CORRELATED POLYETHYLENE PIPE CONFORMING TO ASTM D r,wP 'IRH�t 4rWM• sA,_,yF M; » AY:♦lAr• a �rw• p*•lllb rrlr- •� •Ia'�`r .Af► •� �• mut INA Vk •te Crr9O1 P 11CAVATIONS THE CONTRACTOR SHALL 3350 NIM WATERTIGHT CASKETS UNLESS OTHERWISE NOTED. ALL STORM PIPE NTH LESS THAN THREE-FOOT COVER SHALL BE ,.,^IRON' - „ A•A1p► .. ,., M ♦ .+n.•+. a y raF ft r' N r DUCTILE IRON (DI) CLASS 50 PIPE WITH WATER TIGHT GASKETS. N+•+rf Afo,Mb'-All 4TH e.a ♦ w'wmw* 'NfIrK1: S. ALL PIPE AWINGBEDDING1 AND TRENCH BACKFlLL WITHIN Cltt RICHT-DE-WAY SHALL 8E CU55 B. PER CITY OF TIGARD ,+.•e1F qr .ow y,.., . ,req M,+a• fa♦+I. • w r w. r �r+wa ' • R �' fga7W ": +e•1'•la fy PROPER RINTS, SH-ENTRY AND/OR EASEMENTS STANDARD DRAWING 180. ane.♦ ,_r r Jae ,. w. . r .n .a,. .:y .+•MlMwie awr. •♦r e. ow w,vo a aN f ewe• s 04mt+ EYN11U EASEIENiS, SHALL BE PROVIDED TO THE • • a • • rY a 4 10-r] V a .al vs M PIRMIT NOLDFRS FAILURE TO OBTAIN OR PROVIDE 4. PIPE BEDDING, PIPE ZONE, AND BACKFILL OUISIUF. OF THE PUBLIC RIGHT-OF-WAY SMALL BE CRUSHED AGGREGATE .tv+A, -•r--,. +.•.s�v; +.• rlr.L+.+,•,r. qe y .,a ur.+ • a • we • '41dw: (3/4•-0•) COMPACTED TO 95% OF MAXIMUM DENSITY PER AASHTO T- s.: r/1r: qa v g•rr •.Farr• • +a •er r a g a ' >Y lNe' ,[AJ[V SHALE CLEAN L AND HAVE HE CITY COMPLETE A. •; _ •wt ' _ �, ,r « ,�. ew fmi. w R • as WaHr ,ai nE P(INIL AKD SEMI PROVIDE T Ott WITH SD 5. SUBSEQUENT PETII.EMENT TI THE FINISHED SURFACE WITHIN AI WARRANTY PERIOD SHAH BE CONSIDERED TO BE A y •r lb "M¢ ,•y M • ♦ r,N,., •, .a ao, aRlt ur a. ssppl 7.k, Of RLPNNED BEFORE PLACEMENT OF FINAL UFT. RESULT O IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY ME CONTRACTOR Al NO EXPENSE TO THE OWNER. MIN aTxr N. •.,' „ : ♦w,yrp• . • a. .wl wators7w'ss ! :n.Wa :'t.1S ri704 ARE COMPILED FROM AVAILABLE RECORDS 6. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE OTHER UTUTIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SHALL BE REVIEWED BY THE CITY OF TIGARD ENGINEERING STAFF AND MOM WI ->4-• .tXr'AIWI F Ibt WMANIEE ME ACCURACY OR THE COMPLETENESSREQUIRED; PRIOR TO COMMENCEMENT OF WORK. tib. z. a pA, : .•,♦. e, .a•c.rv. ♦ a.. /:Jar. Mhwr .7••t: r' FIN' IYf 'N 600 AREA. rryl w rnasleRt 'La ,INGar OIL iRIW{D Br HELD COHg110NS. 7. ALL MANHOLES LOCATED FE IN UNIMPROVED D GRCUNIS AND RIGHT-DE-WAYS SHALL DE PROVIDED WITH TAMPER-PRODS .1 UDS, AND SHALL BE 0.5 FEET ABOVE FINISHED fRQUND AND MARKED KITH A MARKER POST, UNLESS OTHERWISE NOTED. rN + • ♦M W •w J, r ea. Me ft ,aX ; wo as a1rWpYAR T1ILSC PLANS ARE NOT MEANT MEL SERVE BOUNDARY 8. ALL PUBLIC STORM SEWER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE NTH CLEAN WRIER SERVICES AND ODOT DESIGN AND CONSTRUCTION STANDARDS. yr. a N.. ♦ .. � . ., .e..,., .r aw•WIraR • r'A' " 90. AAO AERWY ALL EXISTING CONDITIONS BEFORE THE STMT SANITARY SEWER NOTES: ;.-,M„ , am • •Ar'r+r, ti ArA. rN: a r 11.✓• FNTSA JID MEASUREMENTS, ND OTHERWISE VERIFY ALL DIMENSIONS w •.r•w ,Aw.11e ar _aal�sls. ORr;A n„ rA[,9 400 ON REEL PLANS SHOULD 63a ERROR OR INCONSISTENCY 1. ALL PUBUC STORM SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH CLEARWATER SERVICES DESIGN AND yM. +w •r,rrr. nr Irr. F+ waW': WT' +•R VIXe EFRCTED UNTIL REPORTED TO ME PROJECT ENGINEER FOR CONSTRUCTION STANDARDS, AND WASHINGTON COUNTY UNIFORM ROAD IMPROVEMENT DESIGN STANDARDS SUBSECTION 120.3 AMhWAWy; r' k -; . MIS; +n• w w . rte a 'HYDROLOGY AND 220.4 •HIDRAUUCS . 4 y_ 7F /• � _ •, a,,,,,�. ♦; • r+/r. r r Tr 'se" i`•1;, r1yI11AA AXj11DY OR PROJECT ENGINEER SHALL NOT, IN MY WAY, 2. TRENCH EXCAVATION SHALL CONFORM TO AP.W.A, DIVISION n,, SECTION 301.1.0, AND SHALL BE CLASSIFIED AS EITHER f' W►M re .e,tir, •w I►r r• WII "va 10 NTWON M MON N COMPLIANCE WITH ME APPLICABLE CODES. ROCK OR COMMON EXCAVATION, ALL EXCESS MATERIAL FROM THE TRENCH EXCAVARON SHALL BE DISPOSED OF ON AN MpJ.a.r ,rrr. w •e:.r :}1t1A[Y ccamMR APPROVED SITE. Aw '^ y ee 3. ALL PIPE BEDDING AND TRENCH BACKFILL WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CUSS B, PER CITY OF TIGARD STANDARD DRAWING 180. } )' 4. SUBSEQUENT SETTLEMENT OF ME FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A gam, iX,h � .w' RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY ME CONTRACTOR AT NO EXPENSE TO MNER E OW . " y�f� i,.- okwr elaua •" sw.. >t e�.N %4 P1r.[Cri PROPUTY BOUNDARY AND/OR STREET RIGHT-OF-WAY, �! T' ' ' '%R • A1aW aIWWIaW Rrw • wall e: 7AKNL SUIT H COHOJCRD IN WETLANDS OR OTHER ENVIRONMENTALLY5. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE OTHER UTLITIES AS 'i CAMPO ~ des rrE',�AA.• VCM ? 'If APPRONED PLANS REQUIRED: SUCH ADJUSTMENTS ON REVISIONS SHALL BE RENEWED BY THE CITY OF TIGARD ENGINEERING STAFF, AND - Y V„4 '., •_ � APPROVED PRIOR TO COMMENCEMENT DE WORK. i,,;, k . • 4slrUar•M i RyealA M ,KI•Mll MAWWAL SMALL DE DONE WITH CONSULTATION WITH THE PROJECT WIFNIN O w VAAW - II+ft'rwa 14KINUR 6. ALL SANITARY SEWER PIPE WITH THREE-FEET MIN. COVER SHALL BE PVC (ASTM O 3034, SDR 35) UNLESS OTHERWISE 1NOTED. ALL SANITARY SEWER PIPE WITH LESS MAN THREE-FEET MIN. COVER SHALL BE PVC C-900/C-905 UNLESS 4 MOMe Aw• *top* d rRr•rEX a L. W-4W 40,1M WRITABLE MATERIALS, INCLUDING TREES, STUMPS. ROOTS, BRUSH, AND OTHERWISE NOTED. • Aer♦ ♦ am . toWS N 03' a. WOL.CW RERAAMI4. 91'r wr, 1 40 r a a araRIW.O MIME WE yg WATER SYSTEM NO .,A.. ery, ;{,; .c• K` 0* q 1. ALL WORK AND MATERIALS SHALL COMPLY WIM THE TUALATIN VALLEY WATER DISTRICT STANDARDS: ME OREGON STATE s1`Y :i•^ x. a. ,•. ,,,� s •Ofar"Io se_ M-R:' a. IM WIAI APE NOT SPECIFICALLY SHOWN TO BE REMOVED ON APPROVED HEALTH DIVISION ADMINISTRATION RULES, CHAPTER 333; A.W.W.A. AND A.P.W.A. STANDARDS. 2. COPPEI; TUBING SHALL BE TYPE •K• SOFT OR POLYETHYLENE MUNICTPLE SERVICE TUBING FOR 1• AND LESS SERVICES. x1} ,,J;,:.:, ::I vAAa r wv 4MN • Tat n Ie t R rr R1fW. 'n,vh A " DRAWING VIM ME NECESSARY ADJUSTMENTS TO ACCOMMODATE 40a rsr• a1st a: 9T7W3. ~ f':TUIE PAVED AREAS PER THE PLANS TO A SUBCRADE ELEVATION THAT WILL 3, ALL 'WA03t MEIFRS ARE TO BE INSTALLED BY TUALATIN VALLEY WATER DISTRICT (TVWD). ef<., r.AWlrr-• r.+w 1eW IIJ.r aK raNfi - 4. AN, CRO` - ."--R MAIN BY SANITARY SEWER SHALL BE MADE AT APPROXIMATELY 90 DEGREES AND HAVE 18 •,j' f•, ; •LE Ja,Rvr• a'*I% ISM GRADE ANO/OR FINISH CONTOUR UNES SHOWN, UNLESS OTHERWISE INCHE`. 01 ;ONCE OR SANITARY SEWER SHALL BE CONSTRUCIED OF DUCOLE IRON, WATER PIPE WITH I,• dMR S IOI '� ►•r. er 000! FwlaOa• " AS EATED ON THE PUNS. ROUGH GRADING SHALL BE FINISHED BY BLAMING AND WAT- I"Ou , : A DISTANCE OF 9 FEET FROM BOTH ",DES 01 THE WATER LINE AND ENCASED IN CONCRETE. W '1` Jar saMWs nWMUIfS VIM GENTLE TRANSITIONS. E' AASHTO T-99 IK-IMM- - w . w a. t eRZ W^4 ■ CISIS10KIED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL cRjl� GOYPACTION GUIDE it KFS,. MIN. COMPACIION .r. .'ti.1HWAN V*M i aRWPED PLANS AASTO T-99 IMPORT GRANULAR ' humbloarM•.a 'w'N NATIVE SOILS FILL -' '' a • rr w » t't't K. WIMMS 91ALL DE PREPARED BY REMOVING ALL ORGANIC AND UNSUITABLE MATERIALS AND APPLICATION - - , :uv. •e ar d BENEATH FOUNDATIONS 921 95% aalew •a. a 1lfIL7l/a •T a aH»NED MATERIAL IN SOFT SPOTS WITHIN PROPOSED BUILOINC, PAVED, OR SIDEWALK 921 951 volorvilow I" a a OW40 t N C(YM REWWD (AS DIRECTED BY THE PROJECT ENGINEER OR ME PROJECTS BENEATH FLOOR SUBS 951 k + IIbVw1AA MA WW; It IN)= A FIRM FLr NDARON AND SHALE RE REPLACED WITH SUITABLE BACKFILL. BASE ROCK LAYER UTILITY TRENCH BACKFU boll ,1 .w. �,�,�, • d n+ 9ftiR'Rs 7 Sw %" FELLS HIND/OR EXCAVATIONS SHALL BE AS DETERMINED BY THE PRQECTS UPPER 3 FEET BENEATH PAVEMENTS, SLABS, OR STRUCTURES 921 951 -' a+rsrNrr. eWAatR WM VIT01CATIOS IN THESE PLANS REPRESENT GENERAL GUIDELINES. BELOW 3 FEET BENEATH PAVEMENTS, SLAPS OR STRUCTURES IN LANDSCAPED AREAS ABOVE PIPE ZONES 881 081 bide- ,y., -4lWw* I RSR Apt RIDOITS SHALL BE CONDUCTED BY AN APPROVED TESTING LABORATORY. TEST FREQUENCY 921 951 T '„Ca. ,l t�. Ik Ma .reY „,;.y *ft a 4" R:t�1CrRWIS OF THE PROECTS GEOTECHNICAL ENGINEER. TESTING TO COMMENCE WITH FILL ACTIVITIES BENEATH PARKING AREAS ' �A`'t'' dAti 4 wa.ir..raN M at r a1Mir ,71R ISl ll BE TAKEN FOR EVERY 500 CUBIC YARDS PLACED. ��F�����Q•�� I . - .• lELMG1iW n IT a4°•• =@FT= 1EWST, WE PEWIITIEE SHAM APPLY A FINE SPRAY OF WATER ON THE SURFACE TO CONTROL THE 4 T •J q- ar}tNl A "• IRIawN 4RNr 1) WHERE CONVICTS OCCUR BETWEEN VALUES, THE HIGHER PERCENTAGE SHALL GOVERN. pw 3: '"�rPe s NR 9R� tl 11S OUpP• PLAN YU;1 BE APPROVED BY ME PROJECT ENGINEER AND ME CITY. 2) IMPORTED GRANULAR FILL AND IMPORTED SAIL FILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY. . _ ! . .,'J'"R` e':dkM'J, :: . a: ? ., x3� RiN19•.e 1RAa,. ,R.. .�111s ,,. a a• TRa'i ARI FEARISS (VAULTS, BOXES, MANHOLES, ETC.) IN CONFUCT WITH THE PROPOSED GRADING PUN a4 a INN" HER wwo ACWREMK:Y. 3) USE LIGHTWEIGHT, MANUALLY GUIDED COMPACTORS WITHIN 3 FEET OF EMBEDDED WALLS. 4 i ?ACI 03MYpURS 9100 ARE APPROXIMATE FINAL GRADE ELEVATIONS. ad .-a0 ♦ 4"P"-W 4) ENGINEERED FILL SMALL BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES LASING STANDARD COMPACTION r r swl: 7 rAINDWATER ARE ENCOUNTERED DURING CONSTRUCTION, ME CONTRACTOR SHALL NOTIFY THE EQUIPMENT. mill M I� ±,Iw a NRL 'Flt EMGNEER OF THE CONDITIONS FOUND MD COORIDNATE HIS ACTIVITIES IN A MANNER THAT WILL MAW, RyWIRMr a, �w w"1 Rr• TNR i0 REVIEW THE SITUATION AND PREPARE A .'UN TO PROPERLY MITIGATE ME WAIEA A5) STRUCTURAL FILL SHALL REA OR BUILDING ENVELOPE. ODUE ALL MEAS RECLINING A HARD SURFACE. THIS INCLUDES ALL AREAS WHIN ME PARKING ., + I�lFaRiT Sj,�'wldLl?.`:', _.. •.....u�,_,.� DATEDESIGNED BY, . ,. MH 1- r ,IMM AS NOTED ATLANTA BUILDING ���l Nr / JOB8N14 ENGINEERING � PLANNING -SURVEYING � FORESTRY � 'T C UCENSED IN OR, WA d AK MH IDRAWNG GDMTED BY ILD2 N.J 13910 SW GALBREATH DRIVE, SUITE 100 PREPARED FOR: MALCOLM 3 SHARON ESUNGE.R• LLC. AND GSP. LLC. 10 i a 11575 SW PACIFIC HWY. PMB 160 e wbOFEWNgT '• SHEET SHERWOOD, OR 97140 2 OF 14 TIGARD, OR 97223 TWO O +4'1'DER H,V I Fa1EsmY PHONE: (503) 925-8799 FAX: (503) 925-8969 PHONE (503) 620-9515 1\f�IM1f>!Lf/ SECTION 36 (TIS-RIW, WM,) TAX LOI: 900 xeNcw.i oDATE: 6/30/06/30/0•,J .yyyT .r :- 3 4 S 6 1 Q 0 10 11 12 13 ♦ MEP. 17 IB 19 20 21 22 23 24 25 2E 27 28 29 30 01 } q MPMI A TOR ( !✓� 111I�Ji1lL�111L11)LII�1k411�11LlIIhIUUll4Jji�dG1LU t �llEU1tIU1oa • ... ..e„who„MMA41,w,(.�w,,,,wW„ ,.M�,.Mw,...pi'wJna.•v,..e.,e-.,r.msv,n•e.-Jam..-r.,F•n..,.._• - _ ,:, _.. _ _ ... . ,..; :.. ,., . L.+d4•Mw•wias».iu;w mms».x-7, :. --:. --- --��F- �Nftw mpr�'TaWIN -- :a. �.�iaf. �' -•!1'AR1R r. - �.,.�`:: .- �' �: �:.--�.- -. .. i- p oik .ag..: , a g �lll� low" - ..:� +i..- s : ^T i^ T s,-': i M-a� gip"". R�!lr�a -ii- a"= ,. ,•#��aAlllln.ilNiM1MV"r� .71- : y .-- s, u � ' Ll 4+00 3900\ --� +I \ I f � F— l_ _ _— � � � �� �. � I � — IO.. W..1 ,., — — — — •� _: ' SW A LA T T _ - I y I \ II 1 fo "Its k CONTRACTOR TO COORDINATE / I I ', I `� y -yy,.' •-, RELOCAl10NNNDERGRNOF f I I I 7 EXISEXISTINGNG UTIU UTNDES d / I / I I \yMLSED BUILDING Iii. EIEV. = 316.55 (BOTTOM FLOOR) 1%ELEV. - 328.55 (TOP FLOOR) /� I I � MOK SEDM]ITiENFF T T I LC/ TO aT TNSTALIFD 1 ' ..., Mm PROPERTY La1E \ I I I i J l I /1 l d -30 �. > I 11 4lI Id T : 1 Ex PL - I a I n A�� I I 1 A I AHH - :I(tH NIIMPf P ATLANTA BUILDING '� _ �` JMM AS Imiiii, mmm By Luz NOTED T 814 -' ENGINEERING PLANNING �SURVEYING • FORESTRY Jt L L R.. LICENSED NH OR. WA d AK AHI+ 13910 SW GALBREATH DRIVE, SUITE 100 PREPARED FOR: MALCOLM a SHARON ESLINGER, U.C. AND GSP, LLC. 1 F SHFFT _��t A SHERWOOD, OR 97140 11575 SW PACIFIC HWY. PMS 160 M�� `ff w"4,nis �,��' +�17 UwrmWw s tteL51Rr TIGARO, OR 97123 '77A A a� OFE-C�,/�� ��oER H. 5 OF 14 PHONE: (503) 925-6799 FAX. (503) 925-0969 PHONE: (503) 620-9515 T nmo TAX MAP: SECTION 36 (T1S-R1W, WM.) PENEMAL DArz: a/.+a 05 �- TAX LOT: 900 .w *-oft Ilk 2 _ .a 5 e 7 e 9 10 11 12 13 14 'e 17 le 19 20 21 22 e.- 2- 25 26 27 28 29 30 a. .SHIa I NDC 25X ' °^� l)111WLl6lWll'I�I).111�,1�1,1.1 ' I)1).llllLilJAI•�H !)L�1�1�WI�l�I+fA46W�11111IL(lUl,��11�,��I�����IkL�,l�lll�oa Its- .y. k: - - ^ , N�.> 7� :-i• Fn ii �^ i �� �fTfF' r .-- . _- � �A� �s::�i'1M� finr w- _ 7�� p�F� I � ,�M �r f .� s,F. • y � t ' t I •t MAY BE USED SHORT TERMUTITY ' ' +� • ` • • ' • • • . • • . AND W/ FPHASING OFWORK DEVE'-OPMEtT • ••• /— CATCH BAS 1N GRATE V REBAR FOR BAG REMOVAL �I rI I CATCH BASItF-� �- ExPANS10N RESTRAINT AWLn !`LOW 2'x2'x�� RUBBER ELOI_F 0. *000W 4* Ilk vow v "�,i •'INtr 466 �`4 *fts K spy rrMr�, .r<. aM �'�,� :�.,,.. 'T �� � � X +^ 1►' �1, n1.: ': +sIM4,n'�rE' -:An: M►+1l `r '" :, lJ apw�r d(M STORM PIPE— 1 I .�n . '! • e.:,,.�. , ,. ;diV ,:: .. - ,o-: s ,a:np, l� �ti n m7Z _ �— . . , ,. 4Ny1 vii 1dlA' i' «r•«'G.'rte .Mtu 1N►IMIf 4twPw r`My " ~ r- '� I ILTER SACK (WOVEN. t POLYPROPLEN w _ • , 1I�'AIN ` ; ' ,; '+dh �;� WOVEN POLYPROPLENE SACK I f...• �t FLOW CATCH AS1rJ GRATE IAWS}'c POLY + _ CATCH BASIN-- BOOTPROPLENf. it c �' ''a'j s ? r h.4 •.; �,y 'ar�,.JMfr " overlap rr bags. OVERFLOW "�' � •M'^I���...:;'� AS. '�• � � �' '#Ir�.,'� 'At".,."�y1..•�... a'.�.. ^.11�1';W' +F �' ' I I•• STORM PIPE / *+ by L LJ j , Y R P N P E E ' POL 0 L y y VIEW A f ,k•. ,�,y+. � .o, Mt�Y4Y� aAl,�. yIF�'41r >r � � �' PLAN V � VV •'-----^'-T FILTER SACK (NON WOVE - , , • 77Ado W V PzI W" ,� - 0#1 i T ar-1i DOT-mm NON—WOVEN POLYPI?OPLENE ACK wow do ww k +' �"- w. y?9'i� '> - ,� 3...*,K,y�r '. rdlstt.�. 4 •r'. .. - .. —! W S � �- DITCH INLE1- I I •'n _..._. �,, —�---- v a NOTE: o , G NOTES: i 1. RECESSED CURB INLET CATCH BASINS MUST BE N Q 1 ADDITIONAL MEASURES MUST BE CONSIDEREE DEPENDING ON SOIL TYPES. I BLOCKED WHEN USING FILTER FABRIC INLET SACKS 2. BIOFILTER BAGS SHOULD f3E STAKED SIZE Of- FILTER FABRIC INLET SACKS TO BE i > , ,; R1IV.''4,,1�: .. •., .t,1, 1, ;: ..,.nl:, =L�dYI 'ryt.aN7 ° +• 261%2" --� — WHERE APPLICABLE USING 2� 1"x2" DETERMINED BY MANUFACTURER. W4�Q N -AKES OR APPR V,� EQUAL PER BAG. _-- - y f � 1 INLET PROTECTION INLET PROTECTION Detail Drawing 4-24 � Detail Drawing 4-25 Drawing 4-16 j TYPE 5 P 4 —_ TYPE I l - :�, ,• ,:},,�; ;�> ;� ., . ,, ;:,'-, ��. .,. ...._.�...._... ---_._-. 4 109 Page - • 4 110 P,*" 4-81 Page a -- ,yy ND BLANKET AMINIMUM F KT3' ABOVE CROWNOFSLOPE , STAPLE EDGE O.I.. �.bi y4 a ink �. tr / , ^ t O ��`I. '0 � .1 SIDE AND END OVEPLAP 6'. / • - neaa N SHALLOW '3''.OPES 4:1 OR LESS r , ` �P.� l •�� � ' .A \ BURY Tp'r 4 INCHES OF ELANKEI �, a •.e AND ';TAPLE EDGE 1' O.0 MLM.15 • a'1' M1N � p•' i. • c' �O Rd1w �"` �lWM 0o r-1A'1lK GRAVEL / Q�•�J��QF �G�E � l _ 4 UAKAI111I �ORCEMENT �NG�• jf'FRX U. AS REOUIPED P� DEPTH SIDE AND END OVERLAP 6'. •20' MIN FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL GRAVEL C�ISTRUCTION CURB RAMP MODERATE SLOPES 3:1- ENTPANCE PAVEMENT \ \\\\ , BURY TOP 12 INCHES OF Jty�^;'+ r `" 1,ANKET IN 6'X6' TRENCH -VIL11;BRE J -- SIDE AND END OVEPLAP 5' STAPLE BOTTOM EDGE OF ' BLANKET V O.0 '1 NOTES: STEEP SLOPES 2:1 OR GREATER s UNERS10115 I — -- ---- - �,a c 20' LONG BY 20' WIDE 8" DEEP OF 3'." MINUS CLEAN ROCK. GD90 LONG BY 20' WIDE NOTES: x Y 1. OIJ SHALLOW SLOPES BLANKETS MAY T ` , ' GOVERNING HE SLOPE. r,AU HORM MAY REQUIRE. 2. ALL BE ABLAN ET STAPLE LIED ACROSS TREQU RED AS GEO SUP SOILEFABRIC PUMPING TO PREVENT — PER TABLE. -- -- CCN�?>�tUCT10N ENTRANCE Detail Drawing 4-5 MATTING SLOPE INSTALLATION Detail Drawing 4-1 F�� ,� r"', _ ---.— — ---- - ------ -- Page 4-29 Page 4-42 -_ ----- ---' DATE: AH N E1-06 'S.�*� f fl NIM11 ; ` h . �L ...�..�S NOTED ENGINEERING • PLANNING SURVEYING • FORESTRY �____ q-�,q�q � ILDING �� S P a, 4 LICENSED IN OR WA & AK AHH w - 13910 SW GAIBREATH DRIVE QUITE 100 MALCOLM h SHARON ELSINGER, LLC. AND GSP, 11C R T1 " AXS , J PREPARED FOR: 11575 SW PACIFIC HWY, PMB 160 4"�NNY Ts Qom`" o I.1 SHERWOOD, OR 97140 � +4N r TIGARD, OR 97223 �fR N. 6 Or 14 PHONE: 503 925-8799 FAX: 503 925-8969 PHONE: 503 620-9515 TKXAM ( } ( ( ) I'AX LOT: 900 SEC'ION 36 (T1S-R1W, W.M.) RENEWAL DATE: 6/30/0!1 . ..,,, .wea��r+a'h,.a-s.:�r14:-.ea.�;'YlMMM01�;�+,�" —."...�.��...--.—,.."......._....•—+..w..�.n....—,,....___....:•.+,�„tt..•• • ,wiwYIMMIYYa.GaA4r. YVMiIA+iri..au.-...:,.u�f•l7W'141�'b-r"4. . .. ,. .'. .. - .., '"'�"°�*"�'• � �,���: I �;�,Ili�ll;11luljlulllllljllll flll�flullllljllll,un�nllllllljllll IIIIIIIII 11111111! II11111111I1!111111 illljlll 11111 ,1111 H11�1111 II Ijll I Illljlllf I I II IN�IUI IIIIIIUI tllljtlll Illlj111! Illljllll Illljllll Illljllll Illljllll t ujU' "lljllll 7 8 1�0 1+1 112 113 14 IS 1 Is 119 20 21 219 213 214 28 2e 217 2S 29 30 '414 Q. 'a I. 12 I Y ° �+ / ii M • 108 ; Q *�1 1 ro t S1 ,r K f I. d��!fl � •} '�1 4 t '.; I , .. : , t I I I t 1 1 1 I 4�. i tt I .11 } .'t C ha' :�•,y,,� } t �i �'{ fit. v�Y;a�'#; ,;, :^r"��{,.'. - .. — ., - ... � ,.K _ .., _ ,•�.i.. 3 pe�N'.:h'< Aa jK+ �xx `�,P'�4y4'�:,'t E�y7'nud( ;�i��'l� y� ' p� •�''� � ^i.. . w p' V: 1.Y "'^,7 wri�-Mlt ✓,:' ;r'px.» ... ..,, ,, ... oil . .r I _. — d iM l wt{ Oil ONO y.. x; a i • • f i • i i • i r . . •. --- Ek ` 4 ° a ° w 1 , 4 mow` � � ��� � '>� NNM��Is' • " � 4. a BMht 31 - , �wI TW=313, BW=313.00 a TW=313.00 , y,. atMl NNNI w r .4% /for aN as +1e BW=310.09 TW-316.00 ' 1` ^� BW=311.00- " TW=316.00 YM PROPOSED RETAINING WALL d a mra I (HEIGHT 6'1) Aaw • w ,,w, ,aYY+aa r1► ter► � ` d 4 a.a«' ,,w �MpIF �wz Ihi�, � A44,M1'>I; al .An.�M? IIWN00) TO THE WAII. FOR A MINIMUM OF 12' MEASURED FROM THE FACE SIN ' awwrl. k r ? #11Y t1 11 '� w t� +MIL 1'CM A* FRET O ANY ORGANIC MATERIAL. a W iNiY 11MM ik + nat #Ar It, 1 -9 AS CE itRw*:D 8Y f 41 .Nr%.r'a►n R YM^ sM(1011NTERfD DURMG WALL CONSTRUCTION. ':. WIMF `"IYIYo2t AiR N rt 1!•cMlt v *4 aat r• :Ti1C',AtKRS, x �Y yr l •, MrNI .� 6 ;w w ►w. , 4-IW& ED 01 AASHTO T-99. omw 41' *Ip. ems. 0 «,tee, ,s I wl. ^.a z t. ON 3/4' CI US1IED AGGREGATE. 000" air ,* Ywti *wM;o low t rp4% x msf, #1[IIlM+E TK DEPTH OF OVER EXCAVA 11ON REQUIRED AND VERIFY THAT +'NY wNM �' aMY 1M YMe ftl M 1w rer,k*Lvb - q Yom. Aa^YA03 i;r I* kVo tL 952 OF 111E MAAWM DENSITY AS DETERMINED BY AASHTO T-99. „40, 0 wit !'.o 44 ''Aw • a o 'ON -• ,WOW le Oki CCIMS1'RUCTION. • IWWD TO "AW 0PfRA1TD EQUIPMENT. 8W=310.00 �► .. Oft Ar w, wl S% „ W `YJ11 T4 MMRMJM NUMBER OF TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL 1W=316.00 a � i4 rl01111111100 Wrlr "I OWC Vt't "w A,1A3 P(W.NDICUt AR TO THE WAIL ALIGNMENT. kS. Lf11CT4S, AND ELEVATIONS SHOWN ON THE CONSTRUCTION DETAIL DRAWINGS OR :,r �« rN11eIlIll�sa 0 0 0 *0000,,4� "tlV CK'0 S OI,Ra Aho ATTACHED TO THE MODULAR WALL UNITS PER MANUFACTURERS •,•► +.,c m (o" 6 r %4 OXYAAA COrC.3tETE 1,MTS OVER THE CEOGKID. THE GEOGRID SHALL (-, PULLED TAUT, AND rR, www4 .x wr+tiw , ows, tr $4 3 lljc, j T TW=323.00 Wo*' 404ow ow 0 :;ate rx*. +oat,;+ ,+) M)R +MWDMENT LENGTHS AND PLACED SIDE-SY-11DE 10 PI'OVIDE 100% COVERAGE BW-316.50 110 01* "AW OW. 0'V11v 10AVR 0111I1S OF (EOM OR GAPS BETWEEN ADJACENT PIFCES OF GLOGRID ARE NOT 0 00 TV=3100 a .a�• �, BW=.316 35 • ' Vk^.. W: IN V4IIAtt;11 OMlEC1LY UPON THE GEOGRO REINFORCEMENT. VEHICLES SHALL NOT BE ALLOWED � "• " } "I JOAlt %111� -01% !'H AN ALL-wFATHER ADHESIVE RECOMMENDED BY THE MANUFACTURER. ' v d d -TW=3[4.00 I �! ,. ':w► 4, A 0 40 It VA Y�-t Ir" -JYA�X ENIGOGRING, INC. (AUGUST 11, 2004). TW=323.5<7 � X"Ill POW* 1 4 F --TW-322.N -BW=316.35 ` 1tYN=316.35 - NEW KEYSTONE WALL "•'"`"� ~� ���� • � _ PROPOSED RETAINING WALL � � �M +MINIM► 1N,n w 1 '°811% � rra► ► zYn c. h w low (PLIGHT = 4'-$') I . a rw, .,:•yw{o-. .+,, ,'k4Y 1Y 1g1Y11 Aw s Now ► a w BW310.00 ,--TW=322.00 +ard4e a' as oo +e r a. 1 : t'40ty 1►M1� TW=316.00 a AM& �YNI• �ew�►="•r► rawrr*� w..A a �. �! IMtIItJM 8W3t7.10 / __---- BEaN PROPOSED RETAINING WALL � END EXISTING RETAINING WALL EXISTING RETAINING i �" ) WALL SHALL BE RAISED NEW KEYSTONE WALL - 1 4 e 1 Ff*f Dft"p GRAVEL TO FINISHED GROUND LWt FILL MATERIAL `, ; ELEVATIONS a, 15 1 C'2ty ` (53.3cm) (207bcm) BW_a10.80 �-TW=322.00 v 4 .' 3 Itr 1 TW 316.17 k: BW=31$,10 1 i"2"f3.8crn) i `' °/' \\-MATCH EXISTING WALT_ i ni SII►► `� 3 518' (9.2cm) r 6114" t Y ? 41 i PIN HOLFS J r? KIDNEY 140LE5 _ KEYSTONE STANDARD UNIT a ' �t'•� SCALE: 1" - 10 FEET KEYSTONE STANDARD UNIT NTS DAIL 11,31m 81: AHH E1-11 p1 P r JOB NUMBER J A.. ,A�r�� WALL ENGINEERING PLANNING •SURVEY1Nu - FORESTRY JMM � AS NOTED ���' �G I "'�£ � LICENSED IN OR, WA AK y: AHH ATLANTA BUILDING $ 814 r' . , 13910 SW GALBREATH DRIVE, SUITE 100 PREPARED FOR: MAL,COLM � SHARON EL SINGER, LLC; AND GSP, LLC FtAN SHERWOOD, OR 91140 115.5 SW PACIFIC HWY, PMR 150 ��- w A SHEET TIGARD, OR 97223 �"� /�C ENWC RIK a FORESTRY PHONE: (503) 925-8799 FAX: (503) 925--8969 PHONE; (503) 620-9 15TKAMO ���£R N 11 tiff 14 TAX lJi 9010 SECTION 36 (TTS RTW, W.M ) RENEWAL DATE: 8/30f05 5 r dit ( . .. x 1 v r m ; , �5 e 1 4i : 1 0 `t' 3 t# C I I 1 2 t 1 a I g 7 g 2 2 2 5 wrz+� ,�,,:': d'•.kn,- Omm. �m 3 I E3 1 2C 2 2 2� 2F �n 29 ,U moml a tots !' �Cy�'i "• y61Y�'^ q,r yt�'�b."(Kil'F x - MsAifM:FF,IM�. I.; :.0Fl '��r r I'I'f , a: w 11 _. Y , Y jT,ne T SW ATLANTA STREET d **%IMW 4OW A- - _ ® ° O *0 ,�,\moo Q �\ a . '° !% n \ 44 � A d i a I Ev a a Q F ° J d 0 --_ a d ® [O®l'1 � (}[(�(•t\�(.'}J),�/jjvu, / e a � 4O • 77/ 1 .11 / 'I1II(1I' mow/C d / c� / d a / V d d / p ® G O / d .I O 9 0G 00 G d I 1 1 I 1 d G 4F G I .. 4 4F� I ? SCALE 1" '- 10 FEF'F d •d a 1 11 I i I I � I r DAZE. I P r AHH EI-12 GINI JOB NUMBERMu , ENGINEERING PLANNING -SURVEYING • FORESTRY JAM As NOTED ATLAWA BUILDING53 814 t, LICENSED IN OR, WA R AK AHH r +SIR PLAN 13910 SW GAEBREAIH DRIVE, SUITE 100 PREPARED FOR MALCOUA R SHARON ELSINGER, LLC. AND CSP, LLC SHERWOOD, OR 97140 11575 SW PACIFIC HWY, PMD 160 �``+� �° 12 OF 14� a. ➢CARD. OR 97223 T7/9 A�1 'tidCR H EH4Rli➢ANG t F4VESiRT PHONE (503) 925-8799 FAX (503) 925-8969 PHONE: (503) 620-9515 T 1\.X/' M SECTION 36 (TIS-RIW, WM.) REhn•L DArc. 6/30/05 TAX I OT: 900 111�MM CD% iOmO. ml e 3 d 5 c 7 B A 10 II 12 .9 In 16 1'7 8 19 20 21 22 23 24 25 26 27 2R 29 3C I tY�t`CR.I IyFI I y» t.J-ft •. :- �� � 1. 25X n k 'TI t i 1 %sHM BSL SEE STANDAPO CRAMNC N0. 255 1 I FON FRAME AND COVER. . ..r 1j ifA m •. 15i* . ; 7 .wAi A A n.P. F P• v r •an — J ... 714$ ISECTION A_A `' $ 4 1 •� '. + •PLAN VIEW RECESSED CURB INLETS TO BE REINFORCED PLAN CONORE E INSTALLEp IN ^«� B ACCORDANCE WITH I 226 gJ11B DRAWING ACCORDANCE N0. 22B •L r TOP OF }�° a 'Imf '•. •"b• U , _ a 1 . ,} PAVEMENT\ , . + A r I nIEP O .. . µ I HOLEs '. . 7 OI00•AN I • 141, YAM A . LEI J/Y PpFO 1 L k :•. l • ti � N f Y •• B Fpt POURED IN y m8 PAl L� FOR •FOR PIEG"mSTT i ' � •. A ST .. � • . �u M .. B SECTION A-A SECTION B-B ,,W . r ^-A, PLAN Twice MM Plus noTEs QUIP•M9 MD 1. CATCH BASIN SXAL BE CONST FROM IN AOF RATE MTN ASN 0-478. PN w 1•o- a °• HIM MAY s c•am SECTION B—B 2. NSTAU. STEPS MRM DISTANCE FROM TOP a ORATE To nbI11K OF PPE R GREATER MAN b•. SEE STANDMD NATIONS NO. IGO. SET FIRST STEP 12• FRDA TOP OF WAIF 3. INSTALL STRUCTURE ON a a- 01, %.-Lr COMPACTED am AMRIAIL. 4. IETRUNIGEAI FCP PRECASIT GTCN BASIN SHALL BE REBM MEETING AM f h M y µ'ms •AP �R A-615 WADE BOW WELDED n MEETING ASTM 0 DAY1. W } ALL PONE,SLUMP P OF 2' CW WGTE SIAL RAVE A 20 DAY STIENQP P 3DO0 P.S.I. FRAME AND GRAZE TO BE NEW STRUCTURAL MENT ASTM A-]B MT BAR STEEL OR APPROVHIGHWAY A SWAT MC A L KGI a 2• TO C. ( ' ♦L AOD11pIA. TQCKNE55 MO REINFORCEMENT SHALL BE REWIRED FOR STATE NIpIWAY APPDCATONS. 6. CHANNEL REWwED IN ROW r SUNH FLOW LOSS. AS NMMORT.O. AL OTHER APPLICATIONS REQUIRE M 1•• SUMP BELOW LOWEST PPE INERT. f l : CATCH BASIN GUTTER & CURB �Pm,�• yrsWr:�SQvee FRAME AND GRATE �L—G2� ©eanW�er Services INLET CATCH BASIN C71�I.1 Services ..(,o4 . rt W s• MWIP �' • N - I LAWING NO. 225 (CG— Oul commilm.m i.clnN. 9.'*-' ir J RF\9SF] Gi Dl OvT commilonlbvlc•c REAS 01-03 --_ DRA'AiNG NO. 255 PLAN PROPERTY UK TESI UUTLEA>EION r-•T+ ANm, ••�1 h •• IwYY EE ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET E,•�.•M1 a r\ •t CONFORM TO ME REWIREMENiS OF �••°-" �• ■ +' •� ASTM C-431. FLAT TOP '•-� rrlaA >•+,. 2. ALL MANHOLE SECTIONS SHALL CONFORM (OPTIONAL) III J • ` !Ms .� •,c TO THE REQUIREMENTSEAENTS OF ASTM C-478 �• ,° -.y Etn AND APPLICABLE PROMSIONS OF STANDARD A • 11.• �, MANHOLE. DRAMNG NO. 010. r 3. STEPS REWIRED W FLAT TOP MANHOLES PIPE 511£ AS SPC SECJRE 2X4 iN FLACE DEEPER 7N/G! b• I3FIm AGAINST PLUG W/ BACKFILL m •4' DIA • 1 v„_• 25" To PREVENT PLUG BLOWOFF • U `SIgY W SANITARY y KYd YM .mA,As.....•A Py # JL .n • M !'11 A : %. NOS. 1, Ftll NEW OWSIMICMM AL SDE DWER AND IDESTOIBN RPMIE .• .• CONNECTIONS M r AND 17 YAM $HAL t MTN FAC 2M4 ,TL �!• FASPWIED 'TW RTTWOI IP•OS OTITIMSE APPNGWG. •• • •° 2 PPE MmR AL SON TALL BE E OF THE !FOLLOWING I. "] ° • • •r RLIBBEfl GASKET ALL RPE ;_1 S ma CODED: A PK ASTM_3 A' •• • I WHITE i011 SORM SI SOE SIES �( .:+w+OtulNefAMIMA--i• -- ° • • RUBBER GASKET FV,T TOP OINBIE FVI G SIDE FPIIEE 7 • •• ♦ • • REINFORCEMENT G DUCTILE FIRM" �-� 1 OR MIN f • STANDARD MANHOLE R,T TOP A. HEIGULo IT TOSTSHOWNnON APT, SET OF PUNS IW 2Y4 A dMIM1W •*•O REINFORCEMENT uAPT INGS TO FACE STREET 12• IHEIQG`.' GROUND MAGNETIC— #6 AWET/B BAR AROUND OUTSIDE OF OPENING SURFACE TAPE N /B DIAGONALS BOTH ODES 01F OPENING —COLOR CCD[ SURFACE fi C /8 B• O.C. BOTI WAYS sp LO1F (GREEN SANITARY) }r OLAW r cWHI1E-STIttMJ a { • ANr Su•'r SRf .w A• r •• • . : LABEL MAW CTC TAPE MP SLAW L ow, SANITARY CANTION SEMOI BURIED BE3,OW.- j : •, • ` �. j WWNO EL,,G, -M OW STORM WAW suBAND A BNST 2 i 4' PLACE tt• MOM: TOP 0 PPE AND AGAINST 2A4. • i '� PIPE PLUG -!(N� •• • •• ply jµpnV Y •MWr II•F r.�_ •r I,• • I'� .' .. ,• to 4E. .T hYE M. W • L- • A•1.• J •. ' • ,Q / / •.tiQ •MINIMUM POPE FOR ]/A'-O MOLE TWE -•, .r •ll. '.' • }. ••. . •• •0 P G. PIPE - 0.010 NAM& AS SPECIFIED . 1 T' 40"V* • o ow, • � • • i • _SU PPORT IEE. WIN •' PIPE • 0.020 q'« "•• NN• �hmm•• hWm BEDDING DRAWL. `k.'.'.MMA'•. MN. •• •m111•Y.Ny / MINIMUM 2'0• WIDE EI ENATION �NM1.MI 4Y�11 GAYMIIED s1EP SIDE SEWER / SIDE STORM �j1�P; SpEREi(` �'� OR'► es FLAT TOP MANHOLE e�nvl3�rrsavioea ��p.Ic.mmlmnlHeluT. GlmnWf� SaviEs PIPELINE PFrsFD 02 ,. �°°�°e°Y°�. NO. 1 at�°~M°�' DRAWING N0. 050 REMSEo D2-DS ,LRAWNG UA1L. - _ AHH [DRAWING lig, 1- S1 oISh ENGINEERING - PLANNING -SURVEYING - FORESTRY _ JMM AS NOTED gTLgWq BUILDING �� 53 976 �V LICENSER IN TH E AK T. _ AHH F�- 13910 SW GALBREAIH DRIVE, VE, SUITE 100 4ALCOLAI k SHARON EL9NGER, LLC. AND GSP, LIC ` 6S PREPARED FOR: 11575 SW PACIFIC HWY. P11B 160 � ,l �`� to SHEET SHERWOOD, OR 97140 11 TIGARO, OR 97213JAM � " +'TOCP. N�� 13 OF 14; . *`r+yr e,...:�, flNxEOPNG !FpE51PY ,.�,_ -•�,,.:y,' • PHONE: (503) 915-8799 FAX: (503) 925-8969 PHONE: (503) 620-9515 TAX LOT 900 SECTION 36 (TIS-RTW, W.M.) RENEWAL DATE: 1/30/05 G 2 3 4 5 6 7 B 9 10 11 12 13 14 i6 17 Ie 19 2C 21 22 23 24 25 2E 2.7 26 29 30 81 Ot NOMI . LOB 25X °B , .A F Prh' -: •n^ byndnghMNFPMNMA{RNIMIP4Wi!WEf+AXI,P'rAAr ..... �. .... :5 uta a p t'. 5- t. ti C v • •• —�� y,I, T EXISTING DRIVEWAY >ik _—_—_ _ _ MATdo H WIDTH GRADE e • ° __ -- SURFACING TOPSOfI MA,--H EXISTING MATERIAL A « OR AS — 7--_ ?LW LINE r' i aI 1v DIRECTED BASE MATERIAL + SEE NOTE 4 i � �� � ba• � 1 � !• � VARIES \•� T "+ "•«-- QAAINAGf BLOCKOUT -- -- — 1— SCE NOTE 3 + • r 1 C) PLASTIC PVf W/COUPLING SEE t A.- "'w � <� m� u� 0 1 n � � 5' MIN 12x SEE NOTE 2 -� NOTE 3 2x SIDEWALK b A -- --�� 30' MAX -- —1 — -- 1 — — -- — I 50' MIN I PLAN aw . �' N� X O R 3/4" �- 2% STREET • ,r•. 1jI y � �• �.- l� 6` MIN 6• MIN I ' at w +aai"Ioft K4 ++ TQM .D 6' MIN BEDDING BELOW A! CACa1 PONT OF TANGENCY lwTSlrx of a;vt- eau ` 2" OF AGGREGATE ,, «.Ir . r , r�alr+fa' s f1:14f! •s of OUWtD TO L`•MI T THE SPACING SE C Ti o N A—A 0 6" X 6" 10 GA MESH w•. : •taP trr� 'Itr+.+n "' Mt �'w! %K31.0ED NON-ExTRUDED MATERIAL �< SEE NOTE N0. 4 `� ,r,. Mwr., ar y ets� A vR'�: :M :♦ -- ,., ,,,.•.w Aw M.,a ,�,ar dNU•'; 4R 7iP'A.gD NOT MORE THAN 10 FEET APART NOTES: v ,: AM a ,A,�r`+w r n4 CROSS SECTIONAL AREA. TRENCH FOUNaAnoN ' 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. l .• „ ".a* y y�� *r, wn w 4.•:r; v5; AF TER 215 DAYS. S I ABIuzATION, AS REQUIRED ----� �,�„�,�, ,�, .,,�� wtleks4.�1I1. rlt• +err^. •ye•A.. Of PLACED �► MIN. OF 2 FEET 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CU *q*Vt fAw V-v- 3, EXPANSION 6t CONTRACTION JOINTS SHALL 4E 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EYTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: �IdS ,, 1. SURFAC!NG OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRA`NNG. 4. 6" X 6" 10 GA MESH Rf_OUIRED FOR COMMERCIAL DRIVEWAYS ONLY. : 2. JOINTS TO BE TACK AND SANDED. Imo., w 3, SAWCU T SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMI,LSION. . A` Y -- — NO SCALE --- APPROWDa. NO SCALE \ -- — A►►MQ r. — NO SCALE a'. ON"Now + utraa�It AGUSTIN P. DUENAS TRENCH AGUSTIN P. DUENAS DWC NO ENGINEERING DEPAPTNENT --- OWG NO fr+pr+EE1tING OLPAP'e _ STANDARD ...ararfr IIA I S 7 A N D A R D CURB DWG NO an e�eaasr nc;'roS Oft" '3 v CIT,pdosrtew ` �dza �.0 svo — MARD.MGOHa'='' BACKFILL 1 80 DRIVEWAY 142 _. a : FA'.e Iw»:s-i» MARCH 1996 OTY r pr �wi{as♦ MA rCH 1996 - - r '� .Ili 2 5 APMOVAL DATE a1e101 Aa.wrrAl DATE ,,_,,.,,_ CITY cARD I .------- ------- ---_-.. - -- ---_. - -- --- -- ----- _ - — A V B... ATMOSPHERIC VACUUM BREAKER • One AV8 requued for mob urlpUon wne. no control Yahro (oo/off +elver) ♦ allowed downetream of (after) an AVN • Each AVB must be Installed a mmaurn of It, Inches (0 ab"- the h4best point of water In the zone It acne+ - _} No chemical or fntibzer may I• Introduced Into an IR1Qallon .•rAem Mw .... - i equipped wdh I Vfl's —• No ptmpg or back I, ,r" nn downst vide of (after) an AVN 1 W - w / X — PROPERTr LINE ON PROPERTY LINE L&_ I OFFSET LATH a P V •... PRESSURE VACUUM BREAKER ASSEMBLY wbwftow " ,08 we ..Of � SEE NOTE No 1 � only one PVH requv►d to serve the whole PTslem. ,n,r.d Tabes can be wwwloceled doemAreem of(after) the l'VB X � �� cc � PVH's must oe install-d a autiawm of one foo '12'1 above the highest tee• „r1 a 5: � point of water lher ifrr! "dIA` • DVA'• must be tented by a Slab certified Licltflow Assembly Tester when installed annually when Moved or rapauad : a'Q No chemical or ferUArer may be 1DUeduced Into an Irr!gaUon :"stem (t +' �pp•'I with FIM s No pumps or beck preretn on dowtuimam aide of (roar) as PVB •. - II -I -- Tf=�� � I CUSTOMER SIDE D C V A... DOUBLE CHECK VALVE ASSEMBLY Only one DCVA requrc�l W sent the whale system. -ontrol Tahea can be [ C located downstream of the DCVA. t�EVAT I O N DCVA must be tsrtad by a Stals-crrllfieA AscMov AAwamDly,fester when )' N RECOMMENDED wtalled annually when moved or •epstrrd COVER 20" No chemical or forUser may be introdur-W colo an irr4stion system •quipped with DCVA's a a • ,?� V7 LATH ON 1 Tac;�.{.`) less IPS(Red I,INC. AT a F-1 EASEMENT METER _ f. CURB STOP _- I TYPE "K" SOFT — j - ".; awe sr; COPPER TUBING � wt '" '"` ---- _ DETAIL N� TYPICAL BACKFLOW PREVENTERS DETAIL No' t SINGLE WATER SERVICE • TYPICAL INSTALLATION l( 7 ) � Tualatin 7alleyWaterDistrict , FOR LAWN SPRINKLER SYSTEMS � B� 1� 1 a Ater District �1 l — - —f — a DATE: 1 AHH E1-14 P h �� �.�... �,� r•,I NFA, JOB NUMBS. ENGINEERING - PLANNING •SURVEYING • FORESTRY �'' M AS NOTED 814 �.� 65 P .,A LICENSED IN OR, WA A AK AHH - t' • MAI-COLM A SHARON ELSINGER, LLC. AND GSP, LLC ATLANLA BUILDING 13910 SW GALBREATH DRIVE, SUI fE 100 PREPARED FOR• �, A SHEET SHERWOOD, OR 97140 11575 SW PACIFIC HWY, PM8 160 ��h dRY 1S �J - - & 11GARD, OR 97223 OREWN ��R 14 OF 14 SIC d:FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969TKAW PHONE: (50?) 620-95' a,?;• '.. ...,.....t, -'.. ^±ttic' ,r+, ,,s,I ,., .-`..: $E�;T10N 36 (T1S-R1W, W.M. RENEWAL DATE- 8/30/05 .- TAX LOT: 900 _-,:•.,Mures". `� •• � .. � :, ...:.awµaYo'�saf*rl�aMrrib►u•41a:,..eww.. . a.,a ._ .r•r' 6:: III Illt1 ,I II t,l u1'llll ILII Thi lIII lite I IO 1 I 2 13 114 116 17 19 20 21 22 P3 2� 5 26 27 2 A I 15 O � 8 29 30 s' r � :mmrl OAi 2 3 4 [S 7 - d +q d l I } � ... �.V _ n p -u.. . .. .- A �,"lYt�w�•I. i S fEl� F V1 ........... .d, l I I I 1 I 11 1 ��I.,l •�lla••1!>�J•lC1•l�l.� i.f '�° : -�.v+r...,RMw••:,.swap*.rn5or.vM.•.,..a......w..•�f„y�,.wu•..- �:"�:. aT t, 7 d d -. 7 1�