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6825 SW SANDBURG STREET Y x, • e1. Xws- dw-tyx SINAAM MAN - its -low 20'MAX ♦r C.l► ,� �.b"3G ALL L e - - ------_- .�..,_ �. _ CROWN TOPS �./" ��TD. AI,0 VERIFY •� Exisma DOLT ARRANC#HENT '� ` �MtOE i L t PRCI1� otTY / COWIIM TOP I'It LINE IT , v ♦ � '\ x A1.o L l �r-(o"0 6 -6 CxALV. BTL. �- * _ __3 TIES • 3' O/C f _ a may! •�.ti PIPE FILLED W/ CONC. �O 1 �.�1.r•M,r --!--moi ! � � ' -' f 1 D1 CpPIr1CT ° f'-f'Ed • .e• NW r VM �t►w ( --►�Y�LOCi6 - j i O +lT t0 EtU RNMtIi •G1✓1�! ! RETAIMI6 WALL Wl FORM UJ/ 2•4' DIAM, Np 0 / CHAmm PIP"(42%1) � 60NOTUD[: hflW rAVlltf IOW PAVl16r 4)VAMP cr I I - � """OOL ° �'E GNi - CONC. PAVINCs tr CCNC- DABS u� •GA !QE DTL Tielp � iA1.o NeW HM MTE L16MT I FIN t■IitA%rE r I - - At.0 a ON 20 PO-11(DOIW) - EXIST. � D _ Ao'-0' I ( ♦A `� •� • 11 LL '' I t E I I I �- t6 -NO. • VERT, A �, PROPORTIONS t2 / /E' -M .- t -_ - HOOPe3 V a J '� lJ At.o s --NO. 3 TIF_ EXIST, Dow. _ ( rT ��g EXIST.CLQ! , I---I I L I I I -f-+ AT�'CC. IW 2' MIN CLR 3 V) W a I (--I I I A 1 ~u NEW AM%MAIQ A1.0 i1G1'CLE y At.O -III I i- III_ _ FRCS "TACE OF CONCRETE L. m i -E--� R` _ A1EEA u+ELI PAMCM(6) OVE ♦ _ 2 � -t I .n 'P' r ... g A 1 _�.. �Ao c(1 I �� I -' COMPACTED ' o Q = 8 (3 J oLL L L A1.o �'x� i r!4• �� I BACKFILL AT t2 $w Qa U I - ENCLOSTi�11 I- �' \\ �- I' PERIMETER U.d 43 4 � 1 IIL e oE NEW rAVNGi L NEW GONG. t�l r '----12'0 r „ EE I - DISPLAY ccxNDIT1oNS ��• claw P'Ad � � I.•'. --RAIoc Exlor.vAIILT �a 12 0 CONIC. FILLED _ UNDISTURBED < � 1�0 VAR r'AOClq' Nim cla ► •► 11 Lm r ACC TO till BOIL NOTE: CHARACTERS SHALL CONTRAST UY THEIR �`- t�lu ARE. I I !� PON L J HOLES a ♦ 1*° DRAM } ((� OACICGR�OUNDS LIGHT ON DARK 6URPACES/ DARK ON W - 1 I' rO LIrs.IT DACKfGROUND PER ANSI STANDARD AII1.I 143%6 0 f. I •;I , EXIST.CWi V < - -LOCAT z TY�. ATL• BOLLARD A _ MW o - _ 3 AREA LICIT �3ASE __- --►-- p e I A1.0 1!2' . I'-0' DOLLARD AIA T - - 4 ACCESSIESIL11 Y SYM50LS z y y f ,S M ,. NOT O SCALE » • � ti � 1 Z _ O I A1.0 NOT TO ECALE N • '-�• lylnbul0l < < gI NEWa vtAlb 1 ' 4-i `, r- ACCESSIBLE PARKING I• w UK SEE 4/AI.I 160 ~ p� f r I E�1T CLm WWEELSTOP ON CURD d 1 NNI rAv!'�it 1 8 L r W SEE S/ALI 1 M AI1�C 0 a Al 0 - / N!W CONG 1 I r L aM, NEW►s4!GM LIOAIT WALK i ON 2I•POLE(OOIIW) 1 I Irr� 'Wcr NEW cups 'T 12• �2' 12' I 1 I e rI -�► SLOP-, WA. ExtST.Wl>'. I C�lP10. VAL.K/DEOK I _M EXMT, t r SMI BLDG.V4*#T.UN6ES0 611WL I r 1 y , I' NOTL. ON PLANS. OFFICE ADDITION 1 ' 0 4' PAMTE;� 13,1'354 NEW 3P- I M STRIPES &Z•_TE AIDEUTALK L �� - I i Ii A L �� GLAD 4' PAINED ExTow OPr MSROOM FMi6W STRIPES t •/G^9R.IMP01 DAC2MCW 1 a 1 EDGE i r -_ - ----- -- --- ---- ----- 1 °, L 'IN // TOOLEUAN 4 RADIUS � at` Ivor, WO00 DEcrc �i'i J�I i T1W1S- t O L At.0 I ,ADOVI FINISH GRADE ' GONG WLK _- - - - - `- I- V CONT. TYP. Haul!'-sv, NNW 4'-nu-� L .` J \ L U � � _ Q � cat,Ic.W.LK ,---:--__ -_ -------- (1 ! - - ll - . I CARPOOL -- �A PICA • !�CMS • "A A1.0 I _- j �nfE M1•DI�WT � I11R"111� COVERAQIE t I e . . � ----------- ------- -I ' VI. MARA4CE AREA �'®• 8'-0' °3'-®' \ I i t • -UNUfSTURDED SOIL - • • • I • ° �' • • / ' • • ° (VCA,t •VS MA?�� N AC ESIBLE' _ ' ^ L • t . • , (b 'ATANOARD) COME ACTED BASE .:. INTERNATION,-.. ^ewe n t2 MLOW�iIlO.IWTER t S"IBOL • FACH ri . At. F>LTR••�OA1 LYRE asF S/AU ��. 1 --V' r RE'10vE ltON Ar10 LIO11t!J LE rRuvloE J•sox � ''m'v^upw maul S.W. SANDBURG STREET ^ - _ - - - - -- - - - _ _ - -EET _ _ _ - �1 •G� �c,IF3LE SAI -fin _ �' /•6 5I L; i,r. l I��I .� �. r t. _= C ' �Q� '*,AWING _ STALL - - - I NGJt TO '+►, ..E pArkO! T -4LE - EXIot.WYONANr z C^� Q _'tom' r MI � rte. •�" 9)"T.PIM Wytw% NT 00, 11 J PLAN NOTES: � u, I � 9 `+r. � ;�'. YY a1 Q r' PLAN ALIGN W/ EDGE OF EXIST. DP2IVEWAY Qi aLorE u1ALK M NORTH Doui1 Sf TE FLAN I 4. •cE of ,• _ 2U PROVIDE TRAFFIC-RATED LID 1 COVER _ --- c6t- DIM `, �_ (/D510 4 SCALE- I'•20'-0' --a, V2'RADIUS REMOVE EXIST. TREWS AND SHRudS AS REO'D. �F'LAN ,� A NOT TO SCALE ii-- -_ ( 11"I" S14OWN ON PLAN '�OPIGRETE SIDEWALK �,, &Lr.9 ON-.RAVEL SAW TOTAL 51TE AREA ■ 61bIrlmm �� COOLED EDDG;E SEALANT • I I �t'M LOCATICIN) PARKIN�s 121 WWEEL6TOP 2' SHINE TYP. �. �' TOOLED EDGE P-+1 �a 1• 6' I• ^__ 4'2' RADIUS /'- / d6P1+ALT CONCIlLTE BROOM FINISH /' EXPANSION i I r COMA. • Im" ExTPWp•!D coNc.CURD � JOINT FILLER r_ COATING \ s WD14t41,DEDtCCI'M'ACTED k EXISTING PARl61NG 46 EPDXT•EIOPOM EiseE Ball r ;w SUBCOMPACT33 ACRNT _�� x -- a NOM ' f STANDARD lG) 35 J _ _ - FILLER,. `<1-%X 2'. * R ' • _ _ - v,�2'-0• �'/ ° • ' -I I I� WITH 1/2 Or THE L r� ELAN/CARPOOL 4 '-- "E��'oO°°J("' ACCE!-Ni BLE _ 4 _-_ -- �- - GDW- IED OR OL VED 4. INTO ONE Jr.BIDE. (JOINTS M,A,)c 20'-O'OCJ l5 z 3.11000 SF :�. o`� o�o cr.- gin. cc on r�.-v Il�K�» SEGTiord a) CONTROL JOINT B) EXPANSION JOINT )o 0 o Oo.,00 �o„O� o ,C r + '•_.--�_�-� _,•..� 12 18 6CALEt �' I'-®' l5'-(a' OZ. TYPJ (?b'..®• Q,G.MAX.: EXISTING PARKING AREA 16684 SF DEMO'L` AREA 3 foo r"ill i NEW PA�'GING 9,'3®2 .54 8 E�KTRUDED CONC. 'at.l�RB g PAVING ,4RF20UJSe` �o Wi 4EELSTOP at CURS ,i SIDEWALK DETAIL 12 CAST CONC. CURS TOTAL (NEW 4 F•XIST. TO REMAIN) A1.0 I' . 1'-p' CURBVjEXTR A1.0 N.T.S. t 26,586 SF ErroWOl A1.0 O2DSIT25 M1:Ol 3- . I'-0' SIDEWWLKI A1.0 IR• • 1'-0' CURB*CAST . TOTAL LAND°)CAPE AREA ■ 20,100 SF C2 OX RESERVED UA41TE LETTERS A NOM.2 INCH DIA. z *LANDSCAPE 5P- DOES NOT INCLUDE SYMBOLS ON BLUE DENT METAL TURING PARKING OVERHANG BACKGROUND PRIMED A PAINTED J (STATE OF OREGON) •1' HIGH LETTERer W/ ADA DETECTABLE BUILDING AREA STANDARD uKMDING PER WAMO,a, LU ADA CODE ME01'1'T9. - 0.9' DIA"x 02' TALL DOMES I"" 1•,1", • •2-"'O.G.EA.UAY E ' ►°LF1,4QB ��,� IN c.aNTRAeT Cou7R cA i EXISTINCa O' L•Tr 4880 ( ) $ LOWER SIGN TO READ= \ 'VAN 94}• �f• UU MAX - .1EV1610NS - r , NEW ONLY 1041 ��y_AjLQN 0 ACCES61MLE' Tyle. 6I0 MAX. DEMO'D (NEW IN EXIST.) 1699 AT SPACif TO LEFT OF c-..•• ACCES61MLE AISLE t TOTAL NEI-11 AREA 8140 METAL SIGN F FASTENED TO POST -- ., ' TOTAL (NEW 4 EXIST) 11,921 SF 2'• DOME GAPPED STL • _ • POST CENTERED ON EACH SECOND FLOOR -i - ,' ( I - ACCE"I DLE PARKING -I J' -.I a SPACE •• ,--► MODIFIED 9/6/00 Ex.15TING ONLY 192° � M - •I f c ' NEW (SNL Y 4320 i- I jii o 4 b _ MT DATE - s�3/M DEMO'D (NEW IN EXIST-) 1994 1-- I I • - +� DILE - AkV 1 �J ANCHOR ,o AMAA JOB - 993203 ;� rj� - CONIC.FOOTING TOTAL NEW AREA 6314 _ 1.-1 THICKEN CONC. SIDEWALK IT_�-��•�' TO ENCASE POST BOTTOM •I \\\ QIIN - CMK - ItAS TOTAL (NEW 4 EXIST,) 12245 SF 13UILD1 t3 ACCESSIBLE PARKING SIGN 51CYCLE B G1'C�,.E RACK 15 �1 �`, CURB CUTALo TOTAL NEW 15,054 SF 14 •r I• TOTAL ALL 24,110 SF A1.0 3/A' 1'-O' MASTER TDLOCK A1.0 3/4- . r-o• 02DSIT41 A1.0 NTIS. ADACba4 6826 6W b■ alT2000�s so-. y 1 or S� OF SHEETS ' _tttttts LA PERMIT SET'wi ++ % _ _ - r. .....,...w... ......w.m. . ._.....-._. y.i' -•s r+r„ny�x•rtpaUPFa"tnrocvxr••tr: ...s x o f r u '4 eYJQ••t. MA:S f t0 • i f ,c 12 Iq • I 11 , A ^ t ` • ,'. �� 1 I� f li��• ��� • II1�I�i ilt{III 11111►►�IIIIIII III;IIIItIIIIII IIII Ilftlttlll IIIIIIII�IIfIII lllllir�llllil! IIIIIII I I . �IIIIIII 111111111111111 IIIIIII�II JJ yy 'e 1 • , c _ • A •Vi • J 1 • t I ifM) EIIIID 1�' • �ty1 � •+w•- •an• r.••rrit_ --- r- -"''--rri'.rn' .r.Mi:.,t•.n i ;�_,, - - 1� • • •rw4�..ry .y, y_ >�. i '•9M'.,• � '•� (111! - • .....•-.,, ........ .., ,.,,....y., .Rw-..n.. .• ...is ,� t • _ eA.arra. r/r .nMat r..r .. .. ...w_s.w'-r•,. _«wr..•_a+. Mau m .r. . 'W. .••-+' os.•r•MrlMr.r`rl M...Wil.w_.an_+Pa:'R.•K rY ..r.-y'MV.. .4. .Mw+ M-1lYrMMIMM.H.Y� ' r I�I •14 J' 44 slit 20°MAX. 8E V ,� 4� )' ,�NEW GLOCK '- -GROWN TOPS E SPEC. NaTAAW is MSALL L �'----- -- L13"T 6T�D. ;.�. �f`'`. •�.. At.a vE14�Ai!!•4NrsEar.IG' '1T _L Fes_ 'I /// �I••• [XOSTIVG 1 L tITT 1•iCFER1Y . 64;_. J~ 0WU�i TOP I'1 At LOS f - A;o L - -6'0 X &'-6' GALV. STL. 63 TIES • 3' O/Cro,cutiP.�t:T r r-S•[,� . Ir-Ir START Q -N IPE FILLED W/ CONC.fiS � 1111HiW�WALL uvFGRM WV 24' DIaM.to • + tIaAMLINC rl:rvc[cs24i, • 6ONOTUDE C3OU I `IO .�.� .,V.NK.,r•gpL . .,,.a ;v MST CONC. PA VINCs �.ONC. BASE 4 1 Y an DTL_1/Aim u Ap gg i At-0 WW N!•S a1T[ LIGNT �, AI.O T A ON 20'POLE(powu _ _ FIN GRADE 1 8 LIOWT, r I ve •� , � ,� w o )I- - TYF. �.•@, ' + Ir 10 �4 -O -NO. b VERT, y0 '? y \t o 12 1NEL 'Vir r• ''�• Ir PROPORTIONS i- L At.O EXIST. fl / Deft, -- � - "j - NO. 3 TIE WOOP6 (/ ♦ t• IQylT �. [xlar.GEM! I• I - AT 6' O,C. UIf 2' MIN. C:LR W I- -i I 111�I I I NEN�INTAKE ftCY ) A'_i I \ e 'III I I �____) _ FROM FACE OF CONCRETE � F, 1 � 1/BA;!YELL At.o PARiGl�li t 1 a"E COMPACTED � o Q -' O - L L Aho 11 xIp i< `I E!y �dr� I BACKFILL AT 3 w U a - P - ftNiMETER ►+�,rAv.+G L aNCLOS.CNI i 1 I I �-t- I -�L c�u a c - •a + t'Iw wW`P:d •� 12 0 CONC. FILLED JI_li__ UNDISTURBED I 123 016PLAY CONDITIONS ° 4` , MAI"EXIST,VAL(T 4 IE IL 1'!. PIN.uRADQ - �- J HOLES lIACKGIFOWD6 LIGHT cnr DA 8 • I f '�1 , '•o v 1' - I �� LID .ACCESS 10►amu 601L NOTE: CWARACTER3 SHALL CONTRAST W/ THEIR s 1 ALO -- NSW AMA � cel RM &URFACE6/ DARK ON ^ W 1 DEAN i1- F •• L LIGHT BACII:6ROUND PER ANSI 6TANDARD AlM.l Isw /'� !-• �_` ;< t ♦� i ° • 1 rY i DVIO. 0 �.�. I ., N EXIST.C LM < t ( / ' ' FX16T.aASEM&ff t Y /w�'f i- 0 - 4 i�• •' - LOGATtON I 1 V� � u � 1•'• I Q'° s 1... BOLLARD 3 AREA 1. IC ,�T BASE _ 4 14CI+'�SS(BI w. ! -►=- u s- A1.0 BOLLARD Al _ L T1' SYMBOLS z / - t 1 1 %�' .o NOT TO SCALE ItbIN A1. . t. 1 ► A .a 6 ) _ _ 0 NOT TC GQALE 101 I r OW FAvwS 1 b' ( 4• •-_ p ACCO 661BLE PARKING a t u+r:�, SEE 4/:41.1 Dem. I• 11.0 ~ CJTtiI I 1 I I axial.cum ~ A I SEE 8/AI.� ON CURB 1 IMIY PAY 1!SIT L DEICK I X- �` I•,` 1 ►'tNIKIMS I +' At,O I A Ir'1'ANM1i Q ••� N!W .G J 1 Ir L 11 r fl '!w H+F6 STR L16NT - YrLK 1 •' I ��• ON 20'FOL[(00AW , ,�-- w 121 Nm CLm IN tao"". / �' 6LOF� uw_ w w, W•LIC/p[CK / / / - I M �ld1f. <,o, F r �1-I BLDG. 1/4'#T.UN,VaA OFFICE ADDITION � � � J>•e � 4' PANTED NOTE.. ON PLANE. {� 1 / / 15,fc954 NEI:1 SF I 0 STRIPE& _ v- gIDEWALK Ir .- L I I / J / � j I� A 1 L ��' - � SLAB 4' PAINTED *AZ*1NmU,1/ NXTIW DII I I I 0 "jgool P9 FINISH STRIPESCLINOso srAot / /�� / i �l: ± o rN• ��- TOO!-EL• EDTsE t•,se vel Tali I � .,� . 1 _ _ [xtaT- ,.., � '_ --_- .AJxil lAX f -- --tN00- -- ------ /' WITH 1/4' RAD IUS 1 TRA►N• //" O L A1.0 I AeOK I r - J 0 :. � I5?�R'!CR � I(IOOD I � L � �1 1K- I O[LOW DOCK I \ � IINISH GRADE CCJJ _j • '`• `� NEtaEI+'-•K z •� C:ow_fuw L - - - - - J _ I � + I _ �1�_ I- w CONT. TYP. c0c.IWLK 1 - ------------------ u Gt,VERAGE I CARPOaL /vcA tr1c,► .c)Nls • • • 1 o • A1.0WORMY --.--.------- .__ _! • f11 E_ARSNCE .►REA \�� ll�1Ll5TSOIL ' I -- • . ° `y ACCESIBLEI JRMED ' • C.Or►PACtI=D BASE , • i • _f 1 c a STANDARD) 9-O c rm �T►R p. INTERNATION... -Bae In _ 2 liaLOW-CaAC.WAtE1! t S 18OL • EACIr ��� REOVID[J-BOX X10 FQTR..'171v brSTc " ' &WE 5/AI.1 12- PON , hr. PONPjTumsMwSIGN S.W. SANDPIJRG STREET I ^ - - I LE - 'r LE . NV, TO _E p.,�m+ Al r . `` `` ^ - , �...yr�r- "SOL '���kING STALL - ~ ►� __ ` .o K2 .. �T T -ALE EIXIST.Fina -_ F+. z �DR4ff- L E120ST.Fills I.IT'DAMIT � � 9 PL,4r� NOTES: w 1 PLAN u, YY - SLaF[WALK p'+O , ' NORTW O '�-� W/ EDGE OF EXIST. DRIVEWAY Q w �t Q Dom 0 61TE FLAN I ( D ® �'ROViDE TRAFFIC-RATED LID 1 DOVER _ .. V2'RADIUS • 4 A1.0 SCALE: 1'.20'-?J' O3 REMOVE EXIST. TREES AND SHRUBS AS REOV. PLAN _ �� ,� 0 NOT TO SCALE I -` WWERE carp pEN AN CONCCo' 60" ' *LAD ON GRAVEL SASE 66,5021 SF S i TOOLED EDGE � • 1 1 f "t LOCATION, (3/I6' RAD.) - SEALANT ��"1� ra SITE AREA 12• 2' 6HINE TYP. TOOLED EDGE F+1 WHEELSTOP V2• "1 1' 6' I1'S• RADIUS BRO()M FINISH EXPANSION ; 46r►+ALT�'�T1aBAN �'R - ex•Tw�DED COnC CURD / COATING S JOINT FILLER ENpISTul:eaD�L-OP M•ACTap EXISTING PARKING 46 6At!131)'IL [roxY sadDtnG , AfiaNT ��AFFISOX. ' I I !>It2Tt La SUBCOMPACT (C) 33 FIN.GRADE `S • ; � r eFAN6I0N JOINT [� STANDARD 35 G` -- _ r- Fq LER. !.V x 2•-0' RIEDAR ACRQS6 VAN/CARPOOL 4 t - =1T� WITM 1/2 OF THE L .i �� �REA6ED OR 6L :VED INTO CNN JT.SIDE. }h 4 - --- -- � rJol�m�MAx.:o•-o•ac., 15 • 3.1/1000 5F o . c�.. `O, cC 1 ��. C. v--`� MOCK E5A6E SECTION 10 qOo 0 ono 0 oC 12. 18. �l A) CONTROL JOINT D) EXPANSIC'.� JOINT EXISTING PARKING AREA 16,684 SF 6C4LE1 64' . r-@• (a'-m• O.C. TYPJ (25'-V' OAC.!1AX-) DEMO'D AREA 3080 W NEW PARKING 9,902 SF e EXTRUDED CONC. CURB g FAVING ARROWS ,a W�EELSTOP at CURk3 SI DETAIL I /'� CU I TOTAL (NEW t EXIST. TO REMAIN) AI.O i• . I'-o' CUR511.ExrR A1.o Nrs. 1 DEWALK DE=TAIL 12 CAST CONC. CURB A1.0 &Ir�l4t:'.KI to I/2• . r-O' CU RD4CA&T 26,586 3F •rcO4'ml 020SIT25 A1,0 3• . 1'-@' LI'�L�.A..P� 4 TOTAL LAND-5C.-APE AREA 20,100 SF ■ 32.0% �- r RESERVED WHITE LETTERS • NOM. 2 INCH DIA. z ' *LANDSCAPE SF DUES N07 INCLUDE R� SYMBOLS ON BLUE DENT METAL TUBING �• PARKING OVERNANC;s dl?� BACKGROUND PRIMED 1 PAINTED �l ` 1 (STATE OF OREGON) :�< i, I' HIGH LETTER W/ IJN ' II�G AREA "' STANDARD WORDING PER ADA DETECTABLE _ UTARNING, W • ADA CODE RECaM'TS, VDIA,x 02' TALL INCONTRAST COLOR DOr1[6 FIRST FLOOR � EXISTING ONLY 4880 (SF) `\ GN LOWER SKsN TO READ: ®r, NEW ONLY 1041 \'PCLEY.ATIQN VAN 9�• 'V• 1112 MAX - REVISION& - r ',, , ACCES6IBLE' Type. Is 10 MAX. AT &PACE TO LEFT OF DEMO'D (NEW IN EXIST.) 1699 ' ACCESSIBLE AISLE b in TOTAL NEW AREA - 814® .� METAL SIGN • •'' ,� . FA6TEN�D TO POET t wow tc TOTAL (NEW t EXIST.) 11,921 SF � ° '" - 2'• DOME GAPPED STL i • A POST CENTERED ON EACH SECOND FLOOR j a• I 1 - _ ACCESSIBLE PARKING .. �• r • 1 . MODIFIED - Z/6/@@ SPACE • ` •• . EXISTING ONLY '1929 h - •1 ` c ' _ \ SET DATE - 6/23/@10 NEW ONLY 4322> _j� Aj L � ' • 0 �•' t DEMO'D (NEW IN EXIST.) 1994 ' ANCHOR rr' FILE - AI-V C.FOOTING AMAA ,108 - "3203 TOTAL NEW ArZEA 6314 '" �:_ _- � _ Ir-o• e' I _ THICKEN GONG. SIDEWALK D1lN - CMAC - RAS TO ENCASE POST BOTTOM TOTAL (NEU' 1 EXIST.) 12,249 SF @S,IILDiNG 13 �4CCESSIBLE PARKING SIGN �/ I TOTAL NEW 15,054 5F 14 BIC + CLE RAC 15 ADA C�R� C�� ff YS TOTAL ALL 24,110 :3F A1.0 3/4' . 1'-0' MASTER TBLocK A1.0 3/4' . r-o• , 02D61T41 A1.0 N.Tb. ADAebaut , M2! air lot S � C>F 6HEETb I' PERMIT SET ' .IINIF..rN.arl I�•«ela,.rr�wae� 71 • ,::ave-'.+.pxa.r+.P.apaw -:sic•":'•yWt.2'v ' _ - �,,,... .,af�if:!♦ ✓LLs1r,�r-•a,..,•f.•-. w :w, a. - .., ... ...t.'^•+"' �,.. Pf!+"g3 "y'.:S'. - � •: • 4 � 'mss = `�' -•rx•"t'M• � R f •/�..MiMMYIrnWiMAM.'w'"�fr,�,�"r ,r• t 7.�e.laerw•5arrvClx�Ymh»*ww.ws++.Yv;r-r;••.4,_;�.+esnr.4usr �' s' 2 10 f r 2 141 J asr 1} I ,i. .'}. Vii;. & A.,y •.4 I Ia s , I I N tll �lillli► �, 1l111.111111111� a - >� rl 1111111 1111111 1111111 IIIIIIItIIItIII IIIfIlfllllillt illillllliilifi ililli�(Illllfl IIIIIII�IIIIII! Illlill(ililll( IIIIIIIIII 1- ,.,-:.,•y•...... 41'Wt'1�u4'wY7-e,s �J#.trlMM1-+,', a.+..u; ... , ., .. .tia rre+.rw M1+wrea++n �..�1 _ I �'• - w..�.+. ..w+ t7'<. .M" ,.,.< -r... _-r ,.i. ....,,,, ...-.,v.,r..y„,<...w...;.c.i `wioittibMww.... ...w: - v+jlr..•'Mr..-•i a.,.. ++.rw.n�-«.w.. hul, .. •..,.«.. - .,.,.►.rw•.wwwr rw-wwymwx..wrtiY.11YWY , Z.h, ♦- -<a.<. ..r.......'..,-w-w'••-•N,!*•.n-+aw+ar wM.,..e:: •q.Y���-Y✓+.NMN/lr-n-'^a4-awww,n...J.,.t.y.,• •f+": t• rFl STORM NOTES CONSTR JC110N NOTES Exams 12/31 jpp (j CONTRACTOR TC PICK UP (2) E.'IS11NG ROOF DRAIN LEADS. INSTALL SID 1� CONSTRUCT 24' COMMERCLAL DRIVEWAY CURB TIGHT (nGARD STD DETAIL No, 142) PIPE TO ROOF DRAIN LEADS AT 4'NIMUM SLOPE OF 2.00X TYPICAL. (SEE MECHANICAL PLANS FOR CONNECTION) U CONSTRUCT 5-ft PCC SIDEWALX CURB-TIGHT TO EXISTING CURB. (TIGARD STD DETAIL No.AN120; O CONSTRUCT PRIVATE W/O CATCHBASIN STORMFILTER TO MANUFACTURER ADJUST/RELOCATE EXISTING UTILITIES/WM/VAULTS, VALVES AND PEDESTALS BEHIND S/W TO NEW FG ELEVATION. SPECS. SUPPLIED BY STORMWATER MANAGEMENT. (SEE DETAIL SHEET C4) (CONTRACTOR To COORD W/ UTILITY COMPANIES) z P �3 INSTALL HORIZONTAL DET15,v I ION PIPE (SLE DETAIL SHEET C4) REMOVt AND/OR RELOCATE EXISTING UTILITY SERVICE LINES AND APPURTENANCES. W • O CONNECT TO EXISTING 12" STORM LINE W/ 20LF 9" SD A 0.4X W/45' 4 (CONTRACTOR TO COORD W/ UTIUTY COMPANIES) IIA F.. BEND. IE: 203.83 8" S. SAWCUT AC, MATCH EXISTING SECTION. ® STUB NEW POWER, GAS, CABLE. WATER, SANITARY AND TELEPHONE LINES 5-FT OFF BLD. 0 LEGEN`' (SEE SECTION DETAIL SHEET C3) (VERIFY EXIST ELEVATION AND NOTIFY (CONTRACTOR TO COORD W/ UTILITY COMPANIES) D ENGINEER PRIOR TO CONSTRUCTION IF DISCREPENCY) (.j ® ADJUST/RELOCATE EXISTING SIGN AND LIGHTING TO NEW FG ELEVATION OR If IN WAY OF NEW S/W. O CUT AND CAP EXISTING 6' STORM UNE S-FT OFF BUILDING. f-'^' '''•7"'-• - PROPOSED CONCRETE SIDEWALK ABANDON EXISTING STORM LINE TO NORTH. (FIELD VERIFY) (CONTRACTOR 70 COORD W/ UTILITY COMPANIES) CONNECT TO EXISTING 6" TRENCH DRAIN W/ 6" SD. EXTEND EXISTIN; DEMO EXISTING COMMERCIAL DRIVEWAY.; NEW D/W TO MATCH EXISTING GRADES INCLUDING EXISTING SLOT DRAIN. fW g ,--3* UFT CLASS "B" A-C. WEARING COURSE - PROPOSED NEW BUILDING TRENCH DRAIN W/ LIKE PRODUCT MAINTAINING 2% MIN SLOPE. © DEMO EXISTING PRTJATE S.DEWALK. 2" 3/4"-0" CRUSHED AGGREGATE - PROPOSED WATER EASEMENT LINE TOP-OF-GRATE ELEV-20b.77• IE: 6' 207.41 (VERIF` EXIST ELEVATION) !-- (LEVELING COURSE) r a) CITY OF TIGARD 10 RELOCATE EXISTING WATER METER TO NEW LOCATION B HIND S/W 7- 1 1/2--o- CRUSHED AGGREGATE - PROPOSED PUBLIC STORM UNE U INSTALL 4" NDS BACKFLOW PREVENTION VALVE AND BOX. CONNECT 4' LJ AND ABANDONE EXISTING WATER SERVICE. (CONTRACTOR TO COORDINATE W/ CITY AND 48 HRS NOTICE) � (EVA COURSE) STORM DRAIN TO PERFORATED FOOTING DRAIN AS SHOWN O MIN. SLOPE CONNECT TO EXISTING GASLINE SERVICE. VERIFY EXISTING. \ \ W�� - PROPOSED WATER 2•ODX• (SEE DETAIL SHEET C4) ((CONDONE OEXITO COORD GASW SERVICE.UTILITY VMPANIEEx15"TiNG. " 0 COMPACTED DR $DEGRADE OR FILL. try (CONTRACTOR TO COORD W/ UTILITY COMPANIES) �► Nin e TO 95X► DRY DENSITY G - PROPOSED GAS - PROPOSED STORM MANHOLE L:J {HIRE SHALL BE NO OIRTWIT UD HSUCIONSii1R ..1E SIGHT VISION TRIM:GLE DEFINED. � i ��c��1 NOTE: SIRE GEOTECH SOILS REPORT FOR ♦ t PAVE�y1 � _ PROPOSED STORM CLEANOUT � INSTALL PUBLIC FIREHYDRANT 2-FT BEHIND S/W PER CRY STD's. (SEE DETAIL SHEET C3) `I C �T �� MIEN WEATHER SECTION. CEMENT NTS TREATMENT AND GEOTEXTILE FABRIC 1 CONTRACTOR TO INSTALL (FEBCO 825 OR THE LIKE) REDUCED PRESSURE PRICIPLE DEVICE ASSEMBLY (BACKFLOW) SPECIFICATIONS IF USED. © DIRECTLY OD41ND METER. �w 1� CUT-IN TO"xd' W FLG TEE W/ 6" MJxFLG GATE VALVE W/ RESTRAINT ON ALL FrMNGS PER CITY STANDARDS 04 cur-IN 10'x2" WxIP'T TEE PER CRY STANDARDS • • CONTRACTOR TO FACILITATE 7TiAF'-r1C CONTROL PER C.O.T. PLM 0 M WHEN CONSTRUCTING IN THE STREET R/W (SEE DETAIL SHEET C3) o, 3 STORY SC t r-20. Z � 17 in BLDG. 10 I 0 IV '° .. f7 - - _ ' Z a 1 -- ------ - - - ----I ------- ----- -- - -- �v1 s? - (! 1 I I CONNECT TO EXISTING CB E I RIM: 227.85 IE: 225.15 (6' E OUT) �r IK POE�f 3:27LF 0 X I � pa OOG M0, M0�7Pi1 � t/1 M • / (VERIFY EXISTING IE) 1 / / 0 / � a - SD CO �3 r. I 6 RIM:*225.68 6" SDW 12.85X IE: 221.68 a .Tp _ EXI81ING STORM t• I \ ••If,*1• •1,r.t.•1''}.� Tr R,y •�',4,=314'-7 •.S.4•7':.;•r•yYi'T.,-',.�;`�^'�;.I ;}Z.•1.' • •'�•^.It-' •f' '• �'•• '•1j�-., -r {7v, ' 1 CATCH BASIN R-11.:O5.27 SEE STORM DRAINAGETABLEO 12 CONC IE(SW)+2 2 OS3 Mei r 1 • :' AREA DRAIN 3 Q SEE SANITARY SEWER TABLE I 0 2 r3.bs } ••�. i 4,''j; �-VTNT TO 1ST r••' " 2 CATCH BASIN RIM-2,11.65 - STORM DRAMA MANHOLE .2' CONC 1E(S)-7.03.i5 ' / FLOOR '� 12 SQUARE I 12- CONC JE(W)-203.;5 O - SANITARY SEWER MANHOLE � LYNCH 12' CONC IE(SE) 20. .,., - F'RE HYDRANT O (� 2 STORY ' RIM:*220.75 3 CATCH BASIN RIM-206.45 CONC. TILT-UP 1 I I•' 231.84FF , IF_': 216.75 6 OUT I I 1 O - STORM CAT(>}I@A9N BLDG. 1 ----�� �. ti F4 'I O 2.7X I 4 12- CONC IE(N)-208.20 O - GAS METER (d,� C "� y e 0 TRENCH DRAIN GRATE-2011.77 i�y - GAS VALVE II----dd F. �� (�' �' • Ffl 2 STORY 1 I IE-207.41 {D - POWER RISER �• _-1 h". •; !a WOOD SIDING 6' SQUARE CAST 1 //�� �+ Y VAULT T_ I' BLDG. IRON AREA DRAIN �� I V IE 207.80 ENCH AIN GRATE-2013.06 _ POWER VAULT ;J (-'. .;; , RIM:*219.78 1 I I 6 CATCH BASIN RIM-227.85 -� - STREET LIGHT IE: 216.75 ," OUT o j O SUMP TYPE IE-225.15 O INTERLINE I a W - TRANSFORMER 2X MIN 7 CATCH BASIN RIM-2213,33 dl = TELEPHONE RISER _ - N INE / INK •''; 3 DOOR 3� DOOR n 4 2ND FLOOR 4 15f FLOOR nj _ I O SUMP TYPE IE-225.67 M� I ?,.�. :•. I ! . , • 219.M* Q LUMINAIRE O I I 13 TRENCH DRAIN GRATE"217.64 Q - RISER • I I, -- 3' DDDR SD CO �2 + O IE-2111.37 " 1 I 7 ..j, a I I-1._ IST FL tV) RIM: 1218.29 0 - CLEANOUT IE: 215.29 + I INSTALL STORM FILTER TRENCH DRAMA GRATE-210.23 0� - HOSE BTB V'1 -\ - f',' ,••• I 1 '.� I II ,� -'_ .•,>1;, jI �� O� �H�1IE-218.03 WATER VALVERIMc1623 CATCH BASIN j09.59 SUMPTYPE IE-20E-.79 DECK FILTER IE OUT: 214,00 8" SW MF+y N CABLE Tv RISER I I ,' 219.dJFT I 4• AND GAZEBO Oj 2 45' 8" IE: 212.00 ® - WATER METER ( CENTERI INE I ` I SEE DETAIL SHEET C4 A _ GAS, FM4c 3r-,-,,5k 4 I I IST FLOOR ' i I I� a - SIGN NTERLINE / a. I I I O - MNL BOX 1 I I 'I 3;DOOR 2ND FLOOR EXISTING SANITARY U - 2,9.!lJIF DECINJOUS TREE 1 I I i CENTERLINE .�•i• •-! I � I 10 / 1 STORY IST FLOOR' I I `-" ^,� // STONE SIDING (2)SEWER MH RIM-208,68 * EVERGREEN TREE- SLUG. 8' PVC IE(W)-201.51 -a-- - WOOD FENCE CENfERUNE I I w� �` I I �' 8' PVC IE(SE)-201.01 I ( g 153 FDOOR 4 I I I I I , 1 I , /' QSEWER MH RIM-223.06 -SD-- - STCAtN DRAINAGE LINE --C- - GAS UNEI ' • I 8' PVC IEM-218.16 I " I a" IE: 208.50 I 0 / 8' PVC IE(SE)-213.613 - --- - SAfNTlRY SEVER LINE I / 6" IE: 208.5e I I o� -w - W•.1ER LINE -T-- - UNE 1 ' i �'' -�" + - • 7 �, \ / •--CTV- - CABLE TV LINE vi 4 \ �/ 5 -P - POWER LINE I i 1 . �� �• j�� • I I y� • • / 4 / - ASPHALT `1\'� I l `� tr � �'S7-8r 3:18 i 0 , . -- 'w-� � .,• . o _ 2 I 9 13 a8 0 6 �9 �2 RIM:*0 l"� I 3 D f:� 6 c� \1 ��'�'' ,- PA - AREA 216.30 f p 14 9.25 1 ` \` i _ �_ _ •' NSTALL STORM CONTROLS _ + _ . _ -G { 1 Z_• .r. . • c,� MH #1 (480) 6" `. -------SS---- ---->5----G --ss-�G 3 -c -- ---- - - c ------ - c - �':---- _� /' RIM: 1211.25 �, 1 `°• - - ----SS--- - -SS -- --� - T c c _.2 IE: 208.00 (IN 6" NE) \ -ss- --I---Ss--------e' Pvc--- 4 _ IE: 206.00 (IN 6' N) 1 - - IE: 208,00 (IN 8' NE) 1 - - _ 2 I \ IE: 206.73 (6" TO DETENTION W) ' I (SEE 7 AI MATCH EXIST. SECTION. - -�-__�-��____� _ _i� 2 ':1.39 (BYPASS OUT e" SE) (SEE DETAIL SHEET C3) 1 S.W. SANABURG STREET - I \ , - - .. -. - - .. - - '`.., .-- .•.:,:;.`r..-..,'......•-.w~r :Y. -•�.�� .-.. •�'-•-.-•►!.f/'•._�;--1 r-t.T __ W 1 � ` N UT DATR - SA4AVO NILE - LeAEB AI•IAA JOD - 1 201 1 CwN -lJD6 C.lAC • ASK 1 1 � g 1 =d 54 r ... J ._ l °Q1N � � �4c0�fj6...1 T■ . L w �. 4 . f' / `:'7hrkN•l1({:f( Ns.3.xY.,a,a!Xa.. p.. ..�: 10 12 1 4 I g 1 • y vi A -1111111A. . 'o - I�s•, lig i °k,'"�� M' '�- ': -w . � 11 1 tf• 1� . I I � I III it II I li III III IIIIIII�II I I III I I II I I • I I III11111111 IIIIIillllll.11 IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII 1 � of Joel As y + �`i L a nnitni Irlhll Iii Ifl 111111/111 e--w+"r.......rr.,.........,......-......,+..w...,.-.,.-..•.n.,-...e.>...x .,.._....,+.,wwr...-.,....,....«...•.•,...-a�...........,.. +.aws.......M.e««.�......�,us .-. .•,...-.,�., -- - - -- I .. {-y ,� `w.;_. _ .!�. . '� a �,Y !*Y!�•�ilrn.l:f' I�f7YMb1hIA4.11'«'+r+..+.iiiiwl' '.. :. .. ... .....w,. "LIMN - Mww•u.w.rsr.d«.pw W+rrrN.e.....,.vr.^r,.. •�'.r,.•.............1► u...:.�,...,. ....... ., .. .. .. .•'•.Mr rw.,. - ...s;..,�r, .. 1-. . �f ,...,..-mow •1� ..•..r_ _ ......-...s.. nwu-w.w.r w,vM.ar.�r�e►wr...�.n+rle.w::..rwawa..,.....,•n...►nsr.....-.w.n-...,:w.•.r..-.«r....rr+r'w.ws..n+,..► .w..,n.:.,a.rt....wi� r S\�ViD PN(yf� IF NERALNOW�ry�Q . 1 Gil EXPIRES 11/31/00 1. ALL CONSTRICTION SHALL BE N ACCORDANCE WITH CRY OF TM,ARD ENGINEERING STANDARDS. 2. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL C09MG UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO BEGINNING CONSTRUCTION. Z H I- 3. PROTECT ALL EXISTING MONUMENTS. ShALLEIIEWAAAWSBE L:' D BY THE U CORNERS. DESTROYEDAPPROVED SURVEYOR. BE RETUCED BY ME PAVEMENT PAVEMENT �TSIDE OF IMTHIN SAWCUT N F G%FIRACiOR OR AN URFACING CURB JOI p y5•, 0 _ A CO LY WITH OR.ALL SUBCONTRACTORS.OF iO AND .541 TRO MUST 5' WN: SEE NOTE 5 ROW TOR ` MATCH [MISTING ARTERIN O COMPLY WITH ALL PROVISIONS A OF NE 757.541 U THROUGH 757.57, u 1 bICLUDMG NOTIFICATION OF ALL OWNERS Of UNDERGROUND � DIRECTED BASE ARTERIAL CI FACILIDES AT LEAST FD11fY-EX?1T (b) BUSINESS DAY HKwgs, _ 78' CAST IRON 910 BO`*- _ _ < BUT NOT MORE THAN TEN (10) BUSINESS DAYS BEFORE �• -_ - 2t BY BEGINNING WORK, ONE CALL NUMBER IS 246-5699, 4' THICK 2CONCRETE .,. .•: ..:. - C (J B Y 2' OF 3/4'-0' BASEROCK PAD (SEE NOTE 4) I I ` F STORM SEWER GENERAL NOTES HARD TAMP BACKFILL COMPACTED SUING MOUND TOP SECTI O L ALL STORY SEWER CONSTRUCTION EQ AND NTSMATOF T E CIT OF TGRM TO THESE Y MA%. R ) mG u s PUMAS AND THE STANDARDS. REOUINLMENTS OF ME CRY A< 7NMRp u O . ENGINEERING SfAWMRpS. sftVAJK AD MW TO CUM J _ L z � a STATIONING 5 BASED UPON STREET CENTFAUNE UNLESS OTHERWISE SPEOFIFD. 6 ASfY 7034 �__ � 1 < 1 O DE IMP CRUSOVED AREA NOON BACiFU.SUIT ON ALL UNDERGROUND MATERIA BACOXl I S' MIN. RDW OUTSIDE IMPROVED AREA CAN R SUfT,1■E NATIVE DR COMMON MATERIAL AS SPECIFIED IN CITY OF TIGARD ENGINEERING STANDARDS. 8 OPERATING NUT EXTENSION 4, ME CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF RW - (SEE DETAIL NO. 505) n r O.S.HA AND M PARTICULAR DOSE PERTAINING TO ADEQUATE SHORING AND y?' ,.. ..., : TRENCH PROTECTION OF WORKMEN. •�'V.• -) - a I n 3. RIM ELEVATIONS OF MANHOLES AND CLEAVOUTS WITHIN PAVEINENT ARE V OF 3/4'-0' BUSEROCK o APPROXNMWTIL. ES. FINS OU RIF OF PAVEMENT SHU.L MATCH FINISHED A /,/ Z Ip PAVEHED GRADES. RIPS 01/T'IDE OF PAVEMENT 51441 dE SET B' ABOVE COMPACTED SUBCRAC:-/ u FINISHED GRAPE. y AIN Ep G C Ln 6, ALL STORY SEWER TESTING SHALL BE PERFORMED BY ME CONTRACTOR IN THE • SIDEWALK AWAY FROM CURB 8U7SIDEBOi'DI�iF Ce PRESENCE A CRY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESIMG). p X 110 SEPARATECPFIED B SHALL BE M,'XIOO FOR T THIS WORK. TEST RESULTS -� SWML BE CERTIFIED BY THE ENGINEER; COPY OF ME CERTIFIED TETT TO BE /. CONCRETE SHA4.3 BE 3000 P.-,,I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2 PROVIDED TO THE CM, BY ME E""M , FOR APPROVAL OF 1-11_ TO 3 . NOTES: Qj 7, ALLRELIC SEWER DRAIN TO BE N-12 CR Z. PANELS 70 BF. S FEET LONG, i CONCRETE SEVER PIPEOE AS 5"OWN ON THE PLIAS. 1) VALVE BOX NOT TO REST Y ALL PIPE SHALL HARE RUBBER GASKETS AND BE WATERTIGHT. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ON OPERATING ASSEMBLY. ADS N-1Z TO ANI, 1UE0, AS PER USA S1ANpAAD. UTILITY VAULTS, WHEELCHAIR RAMPS. k AT SPACING NOT TO EXCEED '5 FEET. 2) OPERATOR EXTENSION I TTNp��fI�NccHH1H FFp���N1NpAT10pL 8. REQUIRED WHEN VALVE NUT w STABII.IZAlION, AS RF $' s, FOR SIDEWAY. ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE IS DEEPER THAN 3 FEET m = n 9. ALL STORY SEWER SERVICE PERMITTED SMALL TERMING 6' ON. AN PROPERTY 24' 0 LME UNLESS PLUGGED RERMRT DIT THE BUILDING DIVISION. AND CURB, THE JOINT 9ETWEEN THEM $HMu BE A TROWELED JOINT WITH A MIN. 1/2' RAD. FROM FINISHED GRAPE. UI N IN AC BE ACCORDANCE WT TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE S. SIDEWALK SHALL RAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 3) CENTER VALVE BOX ON n IN ACCORDANCE WITI1 GAY OF /IGARD STANDARDS. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. AXIS OF OPEP. NUT. � NDI�: D 10. ALL PIPES WITH LESS THAN 2-IT OF COVER SHM-L BE C900 PvC OR DUCTILE OTHERWISE SIDEWALK SHALL ;LIVE A MINIMUM THICKNESS OF 4 INCHES. !) PROVIDE 24' SQUARE BY 4' TRICK 1. SURFACING OF PAVED MEAS SHALL COMPLY WITH STREET CUT STANOM0 DRAWING. Y IRON OR AN APPROVED F-OM1 6. DRAIN BLACKOUTS IN CURDS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3- Dw CONCRETE PAD MOUND VALVE I---- 24'--- 2. JOINTS TO BE TACK AND SANDED. B• PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. BOX OUTSIDE OF PAVED MEAS 3. SAWCUT SHALL BE TACK COATED WII'H BRUMINUS ASPHALT EMULSION. VYAMR SYSTEM GENERAL NOTES AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD L WATER SERVICE' TO BE 2' COPPER. 2. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE r. JIIaAA• Mo WAA w"'rw•• w WNL w..•. WITH CRY OF 1X.AAp STAN'WODS. ALL WATER LINE SHALL S DUCTILE ® •A•m••Io•••evr w�m - CONCRETE Pm an (- -, •'A'm••m•�•a� Aou•Tw I. °Yprs AIWWIY r. pow •0 4c+lt uml v ffi ar ®® TYPO(.AL GRATE o�um•u ovrwn _ W IRON PASS 32. �, �� VT'�.-rr�• ,aa a wu ar m w u•n nn •�,F» sloEwux 120 �a'c'v VALVE 503 .L.d W W. aN'� N,.. eAcIT+u 180 V 3. MECHANICAL JOINT UAI, TO SHAT CONFORM TO AT PI E. ALIO SHALL BE OFA MM r. CUSS AT LEAST EOM. TO THAT Df ME ADJACENT PIPE. 4. ALL WATER LINE TREWTS WITHIN THE PUBLIC ROM-OF-WAY TO BE APPROVED z WITH SELECT 3/4' CIlUSH1ED ROCK. - _ k-2." - SIDEWALK ADJACENT TO CURB 5. ALL ID W PERFORM ALL NECESSARY' PRESSURE AND LEAKAGE TESTS ON GENERAL NOTES -1 OW44 Dow4mtl - z ALL NEWLY F WATER LINES PER CITY OF TIGARD4HSTANDARDS, M THE 1 B' CAST IRON 910 MATCH 1TDTN ! OMOE to PRESENCE E A CITY INSPECTOR NIEIR;(PROVIDE 24 F THE NOTICE). TEST RESULTS 1. TRAFFIC SIGNS TO BE A6' % 46" -�_i VALVE BOX TOP ^ Q SHALL BE CERTIFIED BY By ENGINEER; COPY OF PR CERTIFIED TEST fi BE A ■� PROVIDED TO IIF tth, BY THE ENGINEER, FOR APPROVALm.+.�.�T p ( BLACK ON ORANGE. 16' 3" MIN. BREAK FLANGE SIDEWALK Lear 6. ALL FTTDNGS SHALL BE THRUST BLOCKED PER CRY OF TIGARD DESIGN MANUAL I 2. NO COLLECTOR STREET LANL <X.OSURES MIN _L MAX Q MCT[ 1 \ ALLIIXl I OR LOCAL SIRE..r CLOSURES DURING Vgo 7. LIN EXISTING PAVEMENT TO BE REMOVED 12 . P INSOR TOAIOH OF IFIlM MIN. THE FOLLOWING TIME PERIODS. T ^� • • UM 3 W ONES SHALL Iq$T BE T SAWCUT, 6' TO 12-, PRIOR TO PAYMENT FENOVAL. M�1 O I ` B. PRIOR TO BEING CONNECTED TO EXISTING WATERLINES AND BEING PLACED 111 T 7:30 - 8:30 A.M. 1 1/ /4' DRAIN R \•A I Vj SERVICE, THECO WATER MMES AND SEANCES SHALL R: FLUSHED,WORK SH UL 100' I 4:30 - 5:30 P.M. , ■tW j� Q NOR 7 �� 9 2 K ALL IN ACCORDANCE WRAP CRY OF TIGARD STANDYtOS. THIS WORK SNNI MIN. TAR PAPER (MOISJU 1 1 111109" BE PERFORMED BY ME COINTRAC'OR I 3. THE CITY'S STANDARD SPECIFICATION (M DUCTILE IRON PIPE •�I O FOR TRAFFIC CONTROL IS MANUAL RESTRAIN ul JOINTS W/ T A N 9. CITY (K TI(:ALIO ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 46 I ON UNIFONM TRAFFIC CONTROL 'FIELD LOK' OR EQUAL GASKETS rr HOURS PRIOR 10 ANY WATER UNE CONSTRUCTION. ETI 100 DEVICES 1'OR STREETS AND HIGHWAYS', �_ �, MAX t>t YIN. _TL'-r -ill ►M 10. CONTRACTOR SHALL MJNTNN A MINIMUM COVER OF 36' OVER ME WATER UNE, U.S. DEPT'. OF TRANSPORTATION. � IM IL WATERLINE CONSTRICTION J E R OVED, PAVEMENT' SMALL BE SSHALL MIO E` FLApGER FHUA, 1988 EDITION. 6' MECALUG REiuNER EXISTING PAVEMENT SNAIL BE REMOVED. SURFACE RESTORATION SHALL BEA GLAND (EBM IRON) E� MENTION GF J' !.C. ON 8' AGGREGATE BASE OR EQUAL TO ME EXISTING 0 AKIN' 1. ADJUST SIGN PLACEMENT O R CONCRETE PIER g- GATE VALIIE SECTION, WIIICREVEN 5 GREATER. YIN. •• ADJUSTED IN FIELD. UO NOT REDUCE BLOCK , p� GENE �y�•�O i I • SO' MIN. BELOW MINIMUMS WIMWT CITY PLC. • M.J. ' STREET GENERAL WIN Gil 2, •- -1 APPROVAL SIDEWALK WITH PLANTER 2.0' MN. M.J. : C FLG. TEE L.A • S. THE CITY RESERVES THE RIGHT TO ADD TO STRIP AT CURB L. ADJUST ul MANHOLES LIDS AND VALVE BOXES TO FINISHED GRADE. I j OR MODIFY TRAFFIC CONTROL REQUIREMENTS SIDEWALK 2. ALL lRIL1TIEG SHUT BE INSTILLED UNDERGROUND, I • MIN AS MAY BE NECESSARY TO EFFECTIVELY 3" MIN. ��' MAX( BREAK FLANGE A ;• CONTROLTRAFFIC AND 70 ENSURE PUBLIC ..ry-.--3. STREET LIOHTINf, SH4ALL BE M ACCORDANCE MAIM TME CTIY IPPROVED LAYOUT. • SAFETY. Ap�[pAFLAPPER .. - � -O'/ COMYIE4. IITILTIY CONDORS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVCs EX04DEDI IDJ, 6. NO LANE CLOSURES WITHIN 200 FEET OF NOTE: P\ v TO 6' PAST RIGHT-OF-WAY L':NES WITH JI)' OF COVER. A TRAFF'C SIGNAL WITHOUT PRIOR CATV8' X 6' 10 . 1E91 MN. O APPROVAL 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-N2,(OR APP'D EQUAL) 6- W. S 1/4' 5. SAWCUT STRAIGHT ARTCNLINES TO MEET EXISTING FAVMENT WITH MEW PAYENEIIf. O z MVO IDI 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WTHE FOLLOWING: SCENOTE NO. 4 I W w.r A OIL RESERVOIR 6. USE 4,01`0PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRNEYIklS PER 100 B. BRONZE ACTUATION NUT I C. BRONZE SEAT RING NOTM T CRY OF ^.^ARD ENGINEERIM; STANDARDS MIN. LEGEND D. WEATHESAFETY SHIELD CAP 1, CON.'AM OOMPI ESIM lTIRII0711 STALL BE A IMMNE OF 3000 PSI ATTER 28 DAYS 7. THE REQUIRE! DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS I E. SAFETY SLEEVE COUPLING SHALL NOT BE LESS THAN 95X JA%IMUM DENSITY AS DETERMINED BY O I•iM+ws F. THREADED STANDANOZZLERD WITH 'DS RINGS L CUM ,OMIT SMALL SE IF00M TI1HH A MM 1N^Y RADIUS ALONG BAO( OF CM MSKTO O TRAFFIC SIGN G. NATIONAL STANDARD THREADS 7 I IOU 2. SAFETY CIONS TO BE REMOVED. 3, WARM R OON�� .IONR DNML K T/ PMOL DED AWNALT BI KWATED B ISCON:7RUCTION ZONE J. HYDRANTS TO DE PAINTED USING R-1317 GFETY YELLOW OR IN ALTF^NATE APPROVED T' THE CRUSHED ROCK BASE FOR PANNE SHALL BE COAn'ACTEO TO 95X OF AW(IMUN MIN. DENSITY USING MSIIfO i-160. BY DISTRICT FIRE MARSHALL. MAIIERIAL OR EOMAL EJLTEIOMO FROM SRFSEAOE TO FB/SI GRACE APPROPRIATE DELINEATION I O 1 � �, • TRAFFIC CONES OR HYDR05 TO BE INSTALLED TRUE AND PLUMB.9. DF DENSITY OF 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, L S' X 8' 10 GA MESH REOL■6DY FOR 0MO�FaAL DRHVE'NAY! ONLr. THEORRETICALA MAXIMUM DE CONCRETE SHALL BE AT LEAST 9'f{ RICE DEVICE 5. IF WELIECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, S M IM BAS DETERMINED M CONFORM<vOE WITH 7 VALVE BOX 10 BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 10' BASHED T 209 ost3 TRAFFIC CONTROI. BY ENGINEER. ; CONTRACTOR TO PROVIDE TRAFFIC CONTROL I'M CITY OF TK;,,-,D. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. WASHINGTON .blMn, AND M.U.T.C.D. REQURREMENTS. TYPICAL DETAIL °'� Ko WAIc v„ewen rD -?MASI" 11. OWNER TD PROVIDE AllTESTING RESITS AS REQUIRED BY THE Gry OF MOWN h AamTxl r.'SAD' CITY OF TIGARD _�° v a war •w rm FIRE NYIMATaTNAwSTANDARD . rroI2. ACCESS TO EXISTING 1tdC15 OF I/9O SH41 BE PROVIDED FOR AT ALL 1WIE5. OREGON /mw Rea.'iL" SII In• INSTAI,LAT16711 542 �. !iri'm 'DRIVEWAY42 _ NT3 T-FN AOR/TIIAIt.01T.M aF� �I� wwww rx Al2 )T __ I'IOD1RQ.s - NT DA71t - PILE -ANGpII Am"Joel - LN TARN _ 30 470 c ___ ___ axs•wsr,mu,. � - __ enx•eme•E••. 5 �' ,� _ ...-+yPC• glrT I sr-`.---'- _._�.__ ___"_"-.�,r.-g,;�.-.a.- yr- s t - t '�- _ fill" •, 1 (I �tl!illlflll1111III111JI11 IIIIIIIIIIIIIIINII�I ItIIIIIIIIIIIIIIIIIIIIIIIItl�lllllllllllllllllllllll{iIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 I I I ' � "'w , fIIIIIIIIIIIhILII�III�III�IIIIIIhII11111,IIIIII�IIII,III I�I•IIW�;SII■RIMII�,BRIndR1NIIImNi61n1T� r. • a GENERAL NOTES: NOW 1.) STORMFILTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (;iO3-240-3393). 2•) STORMFIL.TERS REQUIRE REGULAR MAINTENANCE, REFER TO OPERATION AND MAINTENANCE P. MANUAL FO': DETAILS. tZ/31/00 3.) EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS. 4•) FLEXIBLE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINL-R APPROVED. 5.) CATCH BASIN MUST BE SET LEVEL. 6.) 12,000 LB. LOAD RATING FOR STANDARD UNIT. H-20 LOADING AVAILABLE AT EXTRA COST. 7.) DIMENSIONS SHOWN BEL.G:,q ARE FOR STANDARD UNIT. SPECIAL DIMENSIONS MAY BE Z SPECIFIED AT EXTPA COST. RIM: 211.25 Q 3/4' R g• EDGE Z 8" OUTLET V 27 3/4' X 27 3/4" 1-PIECE _ 7•„3'- _ V PIPE STUB CASE IRON (STD) OR EXXTILEFLOW '�'--.-�'� FLAT TOP (STD) IRON (H-20) GRATE CARTRIDGE (TYP) MANHOLE SECTION TT _ C - _ -- --__ g• DRAINAGE BLOCKOUT _ o ..' 3 I.D. PLASTIC d g - -- - o FILTER ,� __ _---�.�. PIPE W/COUPLING W A N � " < Be ADS N 12 •0 • % .' 16' .' .. 8 ADS N12 • o -- O S • is IE: 209.39 400 p ' O BAFFLE IE: 208.73 0 . :' �' • Z 4a • �„� 11'-2 1/4* 0� �O < 0 % q ,! < < - DIAMOND PLATE COVER 3LF Be ADS N12 • ':: IE: 205.00 IE: 2 .00 , IS SLOPE (IN 6' NE) (IN 6" N) �" FILTER IE: Be208.71 M !'IPE INLET STUB 4.-6" OUTLET DETENTION IE: 30' 206.89 IE: 208.00 (OFPTI oQ PULL/LIFT (IN 8" NE) '? ANCHOR (TYrp 4• U 't Z B OVERFLOW BYPASS WEIR NOTES: � ►� CATCH BASIN STORMF!�TER - PLAN SECTION VIEW /B'-B'4\ STEPS 1. TRAVERSE EXPANSION JOINTS T7 BE PROVIDED AT EACH POINT OF TANGENCY - - N.T! TO BOTTOM . OF THE CURB & AT OTHER LOC ATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT. U• � a 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL a a SEDIMENTATION MATH A MINUMUW THICKNESS OF' 1/2', < 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FET APART w WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAI AREA. - 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. MART GRATE T-3' 12'-6'- - • 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET ' AND MAX. OF 3 FEET FROM PROPERTY LINES. IE 205.00 0 R' r a. O U TLET PIS STUB STORM CONTROL MANHOLE OVERFLOW r NTS Or INSTALL STORM FlLTER BYPASS WEIR CATJ'HBASIN �. 1 1 RIM: t 216.23 ! 10 GA. SEL. •n IOU fClVll (� FILTER IE OUT: 214.00 B' SW 1 (TYP) SIDES 4V Be IE: 212.00 & BOTTOM ' ""' P. 01'QW` u' �""' STANDARD CUM 0°ND M° V ,al..t rw..». etv.M..� ,,.. 125 cLEANo(+T & OPENING NIn1r � �.. ax Z IN OVERFLOW BYPASS WENt 04 INLET CHAMBER FILTER CHAMb:� CORROSION GRATE FRAME F+WII RESISTANT COATING, EXTERIOR �. � ��:G_�'�' CATCH BASIN STORMFILTER -- SECTION A-q r-----150 -� 2. WATER SEAL O.S. FA1rleRlr Ixo. 6,31n.ea9. 1 f' ; 02 HU8 CONNEGO`TQ4 NO. INM.1127. Ko. 4.0270'111. Ne. 6.424.876. AND OT1Q► U.S. 2 " 4' { Id w - AND FOF4CM PATSM FE4 NIG 4 ' PLU'AED TEE PLUGGED CROSS SEND PLUG OR CAP SHEET res+oNeD Irr:.� o>,ocaal, �r caoac oAtE1 ,� 1AMMMUN F� I>P4" WY: �_ Al•►110�1m W. Arm mm. 14" Y 1 IIJA 2-CANnOW SMM x �,P J L T SCALE PRO&CT NO. DRAWING FILE NAME: M A N A O t r E N T w CIW R-cAlfr N><taoecl am RAT DATE �12• I LATERAL PLUGGED CROSS TEE .00 SPECIFlCATIONS __ll CONCRETE THRUST B Lh SCH 'DUCE 1. ALL STEEL WELDED CONSTRUCTION. (BEARING AREA of THRUSI BLOCKS IN SQUARE FEET) 1 FROM CATCHBASIN STORMFILTER UNIT FITTING 9019IEND, TI=E, OR 45' 22 1/2' 11 1/4' 2. 10 GAUGE STEEL MINIMUM THICKNESS SIZE (INCHES) PLUGGED CROSS BEND BEND BEND //, 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. 4 01.2 01.3 -- -- 6 04.0 02.1 01.3 -- a 07.1 03.9 02.0 01.3 3LF 8" ADS N 12 0 BABY LYNCH STYLE CATCH BASIN 12 16.0 013.8 014.5 02.3 IE: 3" 206.58 1% SLOPE N.T.S. 16 25.4 15.3 011.G 04.0 1 4" 206.54 2 IE: Be 208.71 24 64.0 34.9 18.1 09.1 IE: 30' 206.89INSTALL STORM CONTROL,p AN ♦ice Ew,W 45LF 30" ADS N12 DUENTION O 1% SLOPE " (SEE DETAIL ABOVE) ABOVE BEARING AF;SAS BASO ON TEST 1500PRESOU OF PER P.S.I. F T. MH �1 (464) ALLOWABLE SOIL B'£AgING STRENGTH OF 1500 POUND PER SQUARE FClOT. TO 3LF-_ a COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL E)EARING STESSES, USE THE FOLLOWING EQUATION RIM: 211.25 ,RANO AADS - (TST P16_WW/r90) x (IBM/W& KARMo f7RM) X (TME VA AF) 35LF 4" ADS N12 O 1.00>< SLOPE / IE: 208.00 IN 8" NE) HEAVY DUTY TRAFFIC ��; 90' ELBOW IE:IE: 208.00 IN 6" N) IE: 208.00 IN B" NE) TYPE COVER 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE 45' OUT OF MN IE: 208.73 (8' TO DETENTION SEE DETAIL N0. 561 �-- - 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST JNDISTURBED EARTH. r +� a ✓ IE: 209.39 (BYPASS OUT Be SE) 4' THREADED CLEANOUT PLUG 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECS CONNECTIONS ARE SHOWN " 206.00 ENCIRCLED ON THE PLANS : �.q. 13 INDICATES 15 SCIUARE FEET BEARING IE: Be 205.66 TO UNDERSLAB/FOOTIN3 DRAIN -TO STORM DRAIN AREA REQUIRED' 5, IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL K AS I 4s BEND J.R. SMITH 7070 BACKWATER VALVE. INDICATED ABOVE. ADJUST IF NECESSARY, G CONFORM TO THE TEST ��� ��� PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE. 3 CAULK FITTING WATERTIGHT TO 6. BEARISPEpNG AREAS AL NAND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE g \IE: Be203.83 CAULKING HUB. PRESIDENCE OVER DEARING AREAS AND BLOCKING DEIAILS SHOWN ON - ldEV'IaIArN tG, q CONFTIRUCT PRIVATE W/O CATCNBASIN STORMFILTER TO THIS STANDARD DETAIL REARING AREA OF THRUST BLOCKS ARE IN SQUARE MANUFACTURER SP,-C'S. SUPPLIED BY ST'ORMWATER I 10 GAUGE STEEL ALL WADED CONSTRUCTION -'� BABY LYNCH SUMPED AREA DRAM FEET• MANAGEMENT. (SEE DETAIL THIS SHEEt) ASPHALTUM COATED INSIDE AND OUT. I�..s rw NO SCAJ< C) INSTAL!. DETENTION PIPE CLEANOUT PORT a ____ w�sN»nPwrnort AMINM P. VJ0W STANDARD THRUST opo. Na "- �:, MIDPOWt OF PIPE. `� X*w X.a wa am RIM: 212.33 4iAFAW �rM Im K= ��� - IE: 209.38 (TOP OF 30" PIPE) cpm• APS -'eeeeeee _j O 9ENDCONN�E: 20 B3 8'CT TO GS?SAWCUT AC MATCH 0 STORM LINE W/ 2EXISTING STREET 1119 W/45! OR � �DRAM RECE ' �I�D - %A4/ U. NOT TO SCALE CITY OF TIGARD MINIUM STREET STANDARD. g kVERIFY EXIST ELEVATION AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF �? �� - 1/14A71� J DISCREPENCY) PILE -411ECASUdA SE 4 AM".100 - '0320! 17YN -we cw - JPR DET�IYTION PLAIT M C4 M26 s swK"M►. •NNI 4 d Ni ,, nww"�wle +�r'*Ra..mn++""" .M.w r•..o........,.--...+••,..a .. ,�titi n^-n „ar�zzaC+w.bur w++xa:,ers.'catce�wc:+*?*ganeueMae,Kx.+fi ��A . :� -"' a .rs ti ilnw!N�. � aR'°iMw'E' .. .. • - ��:.� - '�'''' u�r:nn 11 M'•' •b'J's: 11�td6 1 • � 10 12 16 `' "` r ^� y SII IlIIIII11111111 Illllllilllllll fllllllllllllll IIIIIIIIillllll IIIIIIY.IIIillll IIIIIIIIIIIIIII IIIIIIIIIIIIIII�IIIIIIIIII '1 .� �(�� n ; �jss If Sw R + r _ .♦ -.I _ NMIN11��11N�f1N . J -..w.nn'a.-•rgwnwa.,.•.�Y's.sw.v"..•.wMu•,.�:.nAY'Y,WY...•w•Ywa s�w�.•../w•ss+�..eAM+b-.�.'a•�.�Yw.i•+..v.•_r.._ .A', .. 'y ip`r �yj'1f ,-••AN,RyC ^•'A•Y.wvwVr««ah../M•t .•w..i. .•uW114.+,..'1,...a,. ...,uJW.1+< w ,•'s�'+M'M7�+JIMrit'b` ..r..........ra...++►..u..,.+M+b.nlnww--wn"•.:•.✓'.�1i+n+,....«. .. ...�:., w ,�ir,4puw•JLr r+.w.n.rwYi� W w-.e�.,.,...1..rW.�1.d'�'..u.. ...inY!'71... "�:i.l.11. :i -'w•.lir.+ww w" ,......-.�. - ...,.. ...,......•..r-... -..-.er.�•a..w.+�r+.s.,".a..v...e:.... ........--+4-+-..�...` .. .. r. fY ,_ i,_" ,,,,.evw.wwn,wwr...,rr.rr,.,es.♦••e.eew.ar.. ,...., w..,...o,..-...... - ..,.,.w..w•..,.t.e+.+a,+w•r•r s, r»••.wrrr.;... .r .zif"1 r i. rt , 1,grva .S k oPsv&S 12/31/OIs go I N SE©IMENT FENCE NOT - ES EROSION - NOTES � � u 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROU. OUT 10 1. CONTRACTOR SHALL iNSTALL AND MAINTAIN EitOSION/SEDIMENTATION CONITIROL THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE DURING CONSTRUCTION (ANY TIME OF THE YEAR) PE4 THE "EROSION 0 NECESSARY, FILTER CLOM SHALL BE SPLICED TOGETHER ONLY AT A PREVENG AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK' u b SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY DATED FEBRUARY 1994, ANC •JAIFIED SEWERAGE AGENCYS DESIGN AND wG FASItNED TO THE POST OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN CONSTRUCTION STANDARDS, R&O. CHAPTER #1I. 1 ON DETAIL. < Qj 2. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN W >f USE STITCHED LOOPS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' E G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, FILTER FABRIC MATERIAL F" WIDE ROLLS FILTER FABRIC OVER STI x H POSTS APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 2'. RETENTION FACILITIES, UTILITIES, ETC.) 0 MATERIAL rl 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL. OF 6". All 3. THE IMPL.EMENiATTON OF 1HESE ESC PLANS AND THE CONSTRUCTION, EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE MAINTENANCE. REPLACEMENT, AND UPGRADM!G OF THESE ESC FACILIIIES U BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA, IS THE RESPONSIBILITY OF THE. APPLICANT/CON TRACI OR UNTIL ALL 0 I I CONSTRUCTION IS COMPL.E*ED, APPROVED BY THE UNIFIED SEWERAGE 80 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED AGENCY (USA) AND VEGETATIONAANDSCAPING IS ESTABLISHED. THE N I STITCHED LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS SHALL BE DEVELOPER SHALL BE RES IONSIBLE FOR MAINTENANCE AF?,:k 'HE � � E INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. PROJECT IS APPROVED UN f1L THE LOTS ARE SOLD. �u n 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE A 1 USEFUL PURPOSE BUT NOT BEFORE THE SLOPE AREA HAS BEEN CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THF PERmANENTI.Y fROTECTEO AND STABILIZED. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING "1 N UMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE C*+ 0) 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. N �' F FRONT MEIN SIDE MEIN IMMEDIATELY AFTER EACH RAINFALL AND AT LEI,;;T DAILY DURING PROLONGED a RAINFALL. ANY REQUIRED REPAIRS SHALL BE IM %DE IMMEDIATELY. 5• THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN (o CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH Z - In A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER - 0 ANGLE BOTH ENDS OF FILTER FABRIC rry DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE k' FENCE TO ASSURE SOIL I► TRAPPED APPUCABtE WATER STANDARDS. X 6. THE ESC FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS FOR < ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, a CATCH BASIN GRAPE THESE ESC FACILITIES SHALL. BE UPGRADED AS NEEDED FOR UNEXPECTED �r Z - PAVING STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN INTERLOCKED 2•x2• WATER DO NOT LEAVE THE SITE. (� t POST'S AND ATTACH Egg v • IOP VIEW 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ CONTRACTOR AND MAINTAINED AS NECESSARY TD ENSURE THOR ' CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 1 YEAR Z 1) 4 WARRANTY PERIOD AFTER CONSTRUCTION. a. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 0 AL OVERFLOW MAINTAINED A MINIO.IUM OF ONCE A MONTH OR WITHIN THE 24 o Fi SLOT .4 CATCH BASIN HOURS FOLLOWING A STORM EVENT. 6. AT NO TIME SHALL MOPE THAN ONE FOOT OF SEDIMENT BE ALLOWED FILTER TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS BAG AND CONVEYANCE LINES SHALL BE (LEANED PRIOR TO PAVING. THE DOWNSTREAM SHALLNOT FLUSH SEDIMENT LADEN WRIER INTO STANDARD FILTER BAG DETAIL CLEANINGSYSIEM NOTES 10. STABILIZED CONSTRUCTION ENTRANCES SHAD BE INSTALLED AT THECl� 1. THIS FILTER TYPE SHALL ONLY BE BEGINNING OF CONSTRUCTION ANS MAINTAINED FOR THE DURATION IT•+•�1 USED IN CATCH BASINS ON EXISTING OF THE PROJECT. ADDITIONAL ►,cASURES MAY BE REQUIRED TO `.�' STREETS INSURE THAT ALL PAVED AREAS ARE KE',JT CLEXN FOR THE DURATION OF THE PROJECT. 2. THE CONTRACTOR SHALL INSPECT THE FILTER WEEKLY AND DAILY b 11. ALL WATER QUALITY/QUANTITY FACILITIES SHALL QE PROTECTED FROM (ia �' s DURING PERIODS OF FREQUENT RAIN EROSION, AND MAINTAINED IN THEIR ENTREATY, IF ANY SEDIMENT BUILD cbo' � 3. FII.TER SHALL BE CLEANED IN A UP OCCURS. THIS INCLUDES, BUT IS NOT LIMITED TO THE MATTING OF \ MANNER WHICH ENSURES THAT ALL ALL EXPOSED SOILS, PROTECTION OF ALL SLOPES. AND ESTABLISHMENT F•-; z SEDIMENT REMAINS ON SITE. OF VEGETATION PER THE DESIGN AND CONSTRUCITON STANDARDS, ETC.. 4. THE FILTER SHALL BE REPLACED OR ' CLEANED WHEN THE BAG BECOMES 12. MIEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL HALF FULL. MAINTAIN THEM, UNTIL THE VEGETATION/PLANTINGS ARE NEL' ESTABLISHED. 5. FILTER SHALL BE FOSS ENVIROMENTAL SERVICES "STREAAIGUARO 11PE 11-5 13. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION ^ CBF" OR EQUIVALENT. IS FULLY ESTABLISHED, OR THE SOILS ARE COVERED AND PROTECTED FROM W EROSION BY PERMANENT SURFACES. r1•W FUER BACK DETAL 14. ALL ESC mEASIIRES TO BE IN PLACE AS SHOWN ON THE PLANS 4R AS SCALF: N.T.S. DIRECTED BY USA INSPECTOR, PRIOR TO ANY CONSTRUCTION. 15. USA ESC HOT UNE 844--8444, CALL. BEFORE STARVING ANY WORK. LEAVE �► YOUR PROJECT NAME, LOCATION, CONTACT TELEPHONE NUMBER, AND THE N \ INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION MEETINGS, AND DATE M ANTICIPATED FOR START OF WORK. F+1 15. IT IS STRONGLY SUGGESTT_D THAT A PRE-CONSTRUCTION MEETING BE HELD � PRIOR TO AN SITE WORK. 0 CLEAFRIG GRADING GENERAL NOTES 1. NOTIFY THE ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 2. STATIONING IS BASED ON PROPOSED CENTERLINE. 6" OVERLAP (TYP.) a( cfL 3. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUB` RUBBISH, AND MAN- POINT "A' POINT "B" �, c�S P MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCH- TE SLABS, WALLS, GGt- VAULTS, FOOTINGS. ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER FREE-STANDING BUILDINGS (CONSTRUCTED OF WOOD, CONCRETE, METAL, p o ETC.) BUILDING FOUNDATIONS, FENCES, RAILNG, MACHINERY, BRIDGES, BRIDGE rQPABUTMENTS, ETC. WITHIN THE CLEARING UMIIS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF SITE. IT SHALL BE THE CONTRACTORS RESPONS191UTY TO CONFIRM THE NUMBER OF STRUCTURES To EIV REMOVED. SECTION A--A I 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LIKFS, DRAIN TILE, AND PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL 9E REMOVED AND THE i JRESULTING EXCAVATIONS SHALL BE PROPERLY BACKF!I LED AND COMPACTED PRIOR 1, POINT 'A" MUST BE A MINIMUM OF 6" HIGHER THAN POINT "B". R•25 TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO ;NCL.UDE STUMPS AND FOOTBALLS OF TREES TO BE REMOVED FROM THE SITE. 2. (2) 1'x2• WOOD STAKES PER BAG WALL BE REQUIRED FOR STAKING CLEAR PIT RUN OR BAGS OR APPROVED EQUAL.. 2" MINUS GRAVrL 5. ALL UNSUITABLE MATERIAL (SOIL do VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR SU13GRADE REINFORCEMENT AND DISPOSED OF OFF--Sill= IN A SUITABLE LOCATION APPROVED BY THE ®®��/� /�V p�� 7yy� GEOTEX ALE, AS REQUIRED �- PROVIDE FULL WIDTH OF ENGINEER AND THE C:TY OF HILLSBORO. OM f m M� NOT' lO SCALE 8" MIN. DEPTH +NGRESS/EGRESS AREA 5. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 (INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. !8 �`� EN l n 7. ENGINEER SHALL REVISE PROPOSED GRADING TO ALLOW THE CUT ANF F1'1 TO BALANCE. .LGL CONTRACTOR SHALL NOT REVISE GRADING DESIGN WITHOUT THE ENGINEERS PRIOR NOT TO SC APPROVAL. EXCESS STRIPPINGS NOT UTILIZED FOR TOPSOIL SHALL BE HAULED OFF THE SITE AT NO ADDITIO14AL COST TO THE OWNER. I a TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. RAMI - SA41M k: INT DATE - 1 A4AW FILE -ANCMIOSASE AHAA JOB - iW203 DIINd -lsDb C'.hK - JF+t C5 } u:e ew Smdbwg eb. srr:000•000Ne d of 6x 7. io 14 • I• � .,L .1 V • it • " •} . � ' fl.Iflll 1111111{I{11111 IIIIIIIIIIIIIII III�lII�IIIIlII lIIIIII�IIIIIlI IlllllCi{IIIII! IIIIIIIIIIIIIII fIII�IIIllllllf IIIlIIIIII • I! 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