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10400 SW PARK STREET-1 7 Sw fT SHEET INDEX. tp M WAIMM F.f. C1 EROSION CONTROL PLAN Ot k C2 GRADING PLAN SW ?AltK C3 S'TREE"T IMPROVEMENT SUE "Y MARA SW FA&hAVM C4 ONSITE STORM DRAINAGE C5 SIFAVER & WATER SERVICE PLAN C6 D ETAI LS sw mcam" Yr C7 DETAILS I G� _ ,4 - ' r VICINITY MAP Z SAN. M.H. RIM 219 85 8" IN (W) 2t!.6 �_L. 1.50 LLJ= 8-�IN (FIj 211,05 ! t } CATCH BASIN 8 OU T 2110 GAS VALVE RIM IN NORTH TIGARDAll-if 601) PLAT R/W (1906) INV. 18.7 100-- "E 9 N891911 VALVE I;TORM M.H. CA� RIM 2216 COUNTY RU. R/W (1936) SIW T 8 M. 10 IN (SWI 215-10 P K. NAIL 1'2" IN (NE EL '1124" 82 OUT (E, ?14.96 M H —7 777: 4 EDGE OF PAVEMEN T 'A (1A on I ' *- 'NA S A A �)A- - 483.37' (C'0(JNTT,"Q1,),6,NO. 1320) N89039*07"E S.W. PARK STREE7 223 07 - _ 8I.E 22218 'Ilk 8* "E T t L -w r ..... 'R EXISTING 8" C.I. WATT- —�_w EDGE Or' PA\,,`[MENT Is A yr -#It.� 7 443 F.t 4' _ 4 MAILtIOX 329- �b I iNt- -NI 3 ' 0.60, GAS VAL PI VE 'RAVE 1, UVE WA f 0 �?6 EASEMENT 93-6 17�7 MAP 251 3DA (;ATt,H EIA✓^ RIM 2210 35 R" 01 .......................................... z e 00%4 .'s....... T.L 4700 CITY OF TIGARD Conditionafly AW0v X For only the worilioas de toed in: kv uei PFIRMT NO. FoT,-H iNLFT See LOw to-, Follow......«....... .........- H:M 2i,.4.58 Attalch .... PAKEL 1 01 1 c; 10" If 216 97 J,)b Aftv% Dale, X/ 1040( _ . W� PARK 1b , " tk c� OWNER- CHILDREN'S VILLAGE DAYISCHOOL 17549 00 MEADOWS LN. LAKE OSWEGO. OREGON 97034 PHONE. 150,31 636-7825 OWNER ';; REPRESENTATIVE. JUMBO FERNANDO ')77 41 4e 14 CA SCA SA r0 N ---was w16 I"D eY 3 "W SAN M.H. P> RIM 233.98 � *INV 228 2 MH RIM 231. 7 ON V, 220.4 MCA F. X! 1 ( 7 I EXPIPES 12/ ' : /'c.)8 T N (" RF("151FRED N 0 TE, PROFESSIONAL I AND SURVE YOR PROPER T Y' ELEVATIONS 10 USGS DATUM GRAPHIC SCALE BASED oN OD.O. T. BENCHMARK I L 1805 NW 1/�4 �,W 1/4 jLCTION 2. T.ZS , R IW., W.M. P209 BRASS DISC AT NORTH END 2f, to 20 40 SEE MAP 2F., 1 ,74 CONCRETE WP'Ir STEP,_' To C..r. ON HOOL WEST SIDE 99w. 111111111111111k-- - -_7 eo TIGARD SC OR! ELFVAT10N 210.09 JULY 17, 1981 c HRIIS Fl!�Ci-ieORN .t I .L. 1(8) SITT T8M. - PKr NA'I. IN AC PAVEMENT L Iq44 ( IN FFFT 61' WLST ANC) N(')RTH OF NORTHEAST KNEWAL DAIL 1/11.,'9A I Inch -- PO ft ToIAI ARE A 42,504 SOFT. CORNER OF PARCEL I ELEVATION 222.82 1 PAPP I APE A i v-1 2, ,9 36 ".,17.1 T. PAR;--Fi AREA 2 = 14,567 S,).FT, • ;EWER INVERT ELEVATIONS FROM SITE SURVE'y BY ()IHERS (M.H. LID BOLTED CLOSE[,) T)FATM T)y __.1 DATF Ji)ti NN M JLppp0v1pr11 I)A1 9 EXISTING TOPOGRAPHY & COVER SHEET CITY (IF Ti,-,'AF;f, OMMINf`- IM FRI' ec ENI RS, NC, I_777_�� 373*7 S.E. 81H AVE. , POR [LAND, 0R. 97202 FOR :9WATERLEAF PHONE- (50-'.)) 235 -- 8795 CHILDREN S VILLAGE DAY SCHOOL cv FAX- (503) 233 -- 7889 11 1 OT DA1 E Mia) 19 9 6 LTL IAi�.' CAL) ILEJ)41119 1 t,v OWG 2 10400 S.W. [lark Street SH'98-0012 Polve I of' 17 If 111i'; miliceIppem-s clearer II,:111 IIIc J U N 0 2 2000 doctimeW, III(- document is of 111.11.1"imill IR116 mcm IIMADEINCHINA� T1 cmt I 71 Ill I I Inn ntln n1 II 1, R:6EN VIXLR YO] Ile ORN 4:D SH \ 4 i I .. SAN. M H. �1 8" I NI A 2118.' \ A ' tH (;W) 21105 �,. r►I_I T f IH E t'A'it .,._�.._ I � F(X;LINE h RJ T T(1NS I ! , ! S.W. PARK ST. + ! I ( A r CAA 41. kAVEI. ! ! uRAVEL A 1 -77, _ Ai Mc L t _ r r� - _ ___.. -- 30' vriluN I TRIANGLE I i 3 _ ._. _ -* , . .__ _.._. _ ._. ..._._ ,_..__ •---- ------- `' t 2 U �:'4.1(1 - I}► 'WA� M NT j F Xi�,TIN� ¢?" C` i. /> rr.� f r !' _ ! _ _ ' .�"�''� .'! i a. • . . __._ .:r y'' -....._.._.. _ W _. _ ..,. i w�s„>7!w!•"r'�/"y "'�"'� .warty. L( .. Y.Y�Ai ill ML�rY _ + _r , , . v ' r.�-.`, !r . . " + . F .- .. ...*. • A- A!- _.T I .__.._ ,.._ + .....! ._......•..�...� .�_ ... 1• � ` C V'.�t , +!�. u,�•�� V i;7 J �+Y .. mow' `�""._ . 1 ti. 'a l •� A!- � { .r w _ ►W490991, 1, �. 'A BASIN a N. RIM 223.40 MAI' "'51 .',DA 1 C` - �� i EASEMENT3 57 T 470 _,._._ ._-- - �..__ ...W__.- _ j ! • �� .._ ...4- 77 i1 •-&LAJ .� :� A N, 1111 fR PROPOSED BUILDING •A -�� r -- ' A FINISH FLOOR -� 229.® ' ,L____ A / It _ T3Crn'r11� !! _ r �. �SA WALL � )1.00 � .5? w � N. M i� RIM 233.9F3 u, < Rim 2.51:'' `w ,rNV. ?20 •1 I �I 1 � in 'S' J LXISI'ING BUILDING LEGEND . _ _-_ __._. GFIADING PLAN NOTES: i + PROPOSED CONCRETE A. SITE. PRE PAKA f Iutli ISL H (.,LUTEtCHNICAI E NG►NEEF!NG REPORT. ! I PROF'OcED A.0 PAVEMENT � I ! EXISTING GRAVEL i)P.IVfWA'r TO Bf: REMC)vE.D, S. ALL SOD, 13RUSH ANG DEBRIS WITHIN LIMITS OF THE. i::ONSTRUC�TION AREA SHALL BE REMOVED AND L SPOSE:D OF BY CONTRACTOR, c, PRIOR TO ANY CUT OR FILL OPE;RATIONj, THE (.ONTRACrOR SHALL REMOVE THE TOPSOIL AND RESTORE IT IN AN ARCA NOT FikuF't►� E:E� i_!NSITF �;IJF`9 (� I RF MOVE E'XISTIN; J)" APPLE TRE c. RE("EIViNG ANY GRADING, THE THICKNESS OF TF�E Tf1Pa(11L 1�, f_XPErTECi TO BE 51X INCHES, BUT SHALL. BE nETERMlNI D BY i THE ENGINEER IN THE FIELD. (�] - PROPOSED CA t(�F1 BASIN I* INLET i i) ;TARtL12E AND PRC:TFC '' TING U TtUT i i'fiLE D CONTRACTOR TO REMOVE PREVIOUSL it PLACED UNCOMPAC TE:D FILL AND DISPOSE. OF SURNLU; iA_14 11�1"IN, If I pf I r 4!j + �1A1I`H4U4, /- ,OV I" R11,11 T (j -#A., FAWMFN! tRAIA A I ' 04 t (NUR 111 PROPEP`Y LINE' Q oil Lm k4j _j e, 6F C.UPP W(AV 7 (�Q t�w fl) (-) c) 4 --------- Ck - 01- . to 0 r%> uj Oo- CfNTFFk]W (Y [A�TINC 17,11"Cii 41 I ul 4 STA 4+81, 6' RT EXISTING 'SJORM M H Ni + RIM 221.4 t 61 E IN 214.40(5) IR" It I () Aw I'LOr At= ANDON I," I . I ild 41) (�fN')ITY POL)ETHYLLNE. PfPE (H[;,r1E) smoorH INTERIOR, CONRUGA I'LL', FXrE.RIUR Is Z-15 R I/ 'S 'B' BE()DIN:, & RACt�F 1 12 1,E. OJT 214,90 I-ONFOPMiNt., To AASH10 M294 W; GASKETF0 JOINTS AND CLAS IWE) 17 N 4� <V IN ;C', U 4 4 -5+ +OU r,+00 PROIFILE S.W. PARK STREET CC�NSTRUCTION NOTES: 1 '10' HC)RIZONIAL (_/L Ro* R/w 5' VERTICAL- FXIQd TING (T) 4+71 M' RT 3+00, 16' RT. (J� 4+46, 16' RT. A.C. BERM EXISW�, Dilt-h IN L�_7- INSTALL 12x6 TEF INSTALL 12*6 TEF REMOVE GRATf 4* CONCRETE GENERAL NOTES: LEGEND: LI 14' 2" MIN 3/4"-G CR ROCK "ACKFILL AND ABANDON CONC STRUCTURE IN PLACE BY Fl!.LiNG WITH CONC, SLURR%t 6) 1+40, 26' R T. 4+1 v.5 COMPACTED SUB-GRADE ` IN-STALL. DITCH INLET DO TING A.C'. 1(-.'FION IN RIGH J'-01 WAY TO �.j TY OF TIGARD STANDAPI",- -KFILL WITH rOMPACT-En .,,LL -ON(-JR: " I Exis 1k OR REMOVE AN6 SAC MATCH X T. CURB SIDEWALI' TO REMAIN PROPOSED SIDEWALK/DRIVEWA) 3/4"-0 CP ROCK BAWILL , BOTTOM OF GRATE 226.15 L 224 60 10 I.E. (N-W EXIST, A C, "ON TRACTOR TO PROVIIiE !t-`AFFir, CON117, 3L PLAN TO CITY PRIOR TO COWSTRUCTION. Il INSTALL MAILBOX 2% PROPOSED A.C. PA\ANC,, - STREET PLUG ANE ABANDON EXIST 10- " PER CITY OF TIGAP0 STD DETAIL S7nPM DRAIN IN PLACE (7 0+00 TO 1+57 PROV.DIF ADDITIONAL SIDEWALK NOTIFY CITY INSPECTOR (639-4171� 24 HOOPS BEFORE !�TARTING ANY BY FILLINC, WITH CONC. SLURRY OR — FUTURE CURB ANLL 'SIDEWALk 10 5' CLF4P OF RAC�, OF BOX AWCUT EDGE REMPVE AND BACKFILL WITH COMPACTED PUBLIC W()Rt<. RY OTHEPS ARGAIND t,1A1k_CtC-�f. 3/4 - 0 CR. TOCK BACKFILL 16' CONCRE TE BACKFILL NTH COMPACTED 4 PRELOCATION OF EXIST'Nt-, I !ND FRC�,R(.AJN0' UT;iITIFS IS RF00RFD APPROX, PED.- PRPPOSE-D �CE�_'TION PRIOR TO CONSTRUCT16N WOR� Q) IRLMOVE EXISTING 8" STORM DRAIN - 27' (8) 6'AC" AC. TRANSITION PAD TO 2 C'I T PATH BlITTONS ,L_ , A,C NATIVE Fitt (USE IMPOPTYD AND BACKFILL. AREA UNDER FUTURE SIDEWALK GRADE. CL. 9, A.C. DRiV[WA'y WITH COMPACTED 3/4 -0 CR. POCi,, ,3"--3/4 -0 CF, ROCK EXISTING 3/4'-0 CRUSHED ROCX UNDER , CL. 'C' A.C. 12" -' i"-0 C'R. ROC� 0 8" WATER PROPOSFID DOWWAY AND 2". - 3 ' "-DCP. ROCK COMPACTED 9,18GRADE 9ff Wki K) EXI"IfING UTILITY POLE TO REMAIN 6 I_/112"`-G CR. ROCH r SAN M.H. NEW CAREFULLY BACKFILL NORTH SIDE WITH RIM 2"19 85 e- IN k1w) 15 STORM DRAIN SEL ECT COMPACT[D NATPJE MATERIAL P., (1w IN -111),5 TYPICAL SECTION LL_ '80. OUT ?kI.0 -A PLU PA IH FOGUNE & KIMON�• Am S.W. PAFtK, ,§T. S I`0PM M H #2 I A GRMIEL (4RAVEL J AC AC GRAVrL + - )A 5+00 0 T 9 2 SAWIT LINE ---------- ---------- -- -- 3: -------------------------- --------- -------- -4- 77 op� 1310 EXIS[ING ib -w Er-AE OF PAVEMENT -A�15MAJN was w CIS wuz--=V 77" -1�— -15 • 4 41A !i =a- 28 - - -- - . - -.4 1% •I -_ -w -- - r) -'Z� 7 7# J Exj$t)NG SIDEWALK X 0) n _j I(D.EXISTIN "o 4 OR AVEL raLc 14-L 10 BASIN 4 DR11WWA Ln -22' 00 u< MAP 251 WA EASEMENT 47U0 + 93-67757 t 's. X 210 *5 LLJ 0 Ld 90 I- J 01 T17w, By ....... ......... REVISION A11PROVM) DATt D . C. j0H NO G 1 14 L_ T IMPROVEMENT CITY OF' TIGARD COMMI.N 1 5- 20-9 41 ;Kim S T R J*J M45 ID21 19 1.2 imm 2 . 4-97 ZTec ENGI ER '"') I 14 4 711T7171) GON S.L. 8TH AVE. , Pok_[U.ND, OR, 9 /4210 2 FOR- WATERLEAF ARCHITECTS E PHONF.. 7 3 r. ttr 'k 19 (5011) %5-87145 CHILDREN 'S VILLAGE DAY SCF1001,_ (r r 04, 23 13- 78,99 TIGARD, OREGON C3 _T 1 8 J9 • 10400 S.W. Park Street PLQ1 DATA MAY 28, 1998 SIT98-0012 Page 3 of 17 11-17 , 7771v 11' Ihis licifice 1pinal-s cleaver 111;111 Ilse JUN 0 2 2000 document, the document is ()I' marfliwll (111111itY. Inici-oh I ined me" MADE IN CH NA 41 4" 1 - �8 -n T 7c. I, --- -A 11 _�t ff -9 7, ,1 I 1 SAN, til ri RIM 119.85 { �.. IN (W} 211.b t i 1STING � , 104 (5W) 21165 L L j ? T:1,....! Rrel 120 90 12' 1 L IN :+1$.7 r! . r RIM 2611115 10' 1 E IN 215.13{;W) I S.W. PARK ST. 11 IN 211 e6(NE) � I � I I I I 12" 1 E OUT 214, ! A ( I GRAVEL .*AVEI 7 7, ... .... �.._ I... - __.�-."'�'._!�:..�- I... �.:' ."_ �. .__ p_ __ ._. _ _ .... �__ _ .... ___ _.. .. ..__ _�r',r•�_~,. ..... .—. ,..--...,, ..-,. _..�.._.. ._ -_._..._.._- -._•arm 11 _.. �.1 .._r - J�_l�_.�...._-_—"O"'_a''__ r") � • A -E.�i �A'vF M�E11D`l' � -h,.. ,� �•�'\... �S� .,_._..... 7A----`�tY-*-._... - -'---_i'•'- -�r .� _.,, _..-. _ .-�i-1-- f - •� 3 _ - - I + I:xISTdr(, S1uNM �'\ _.__. •__...._ _ - -- I r'r' i . i MANHUIf• N1 _ -_;74 _...___--__. _ ._ . . L_ _-_-._____..__�1{._-- - --- ---- >'" � { _ . _ �" rte_ �...ST --------------- ---------- .- -- ..., t_. _ .. f .. , rwr+rarabaa,er:--,oma .s--- 0 PAVk.MFNr .' ExI`,TIN>,; A K _ _ �r- - .-��. ... �_ - .= y" __ . ,, -- _ •..+.�r' ".+7rr.'^��....—_•__....Y.-•.r�� rr•�. ww.M6l�vs _,r a�+.�Y+Yi•4/►K1."*y.'iyr L.a . . ��1 ....___T �_ ��- , 3 • ♦ , _ - •r .......•_-_.._� . 76�...'. r } XISIING T^}i BASIN t I cX1STlN ''I()P f ��. G+i'71�{ ,, ��/`' c 6 ). r;' 6� I! 1?Q _......_. _. _ .. EXI;TIN.• /� 'T T -- __._ RAt 2�-35 1 r,�rt tlt _ _ _ _ . _ 4 10' GRAVE sr C' ►F` E" 0 14, 'S rz f Ir 1 E. OUT 21495 � I VEWA L �� R� W y � MAP IN it►:� I - I �.__._ _..__ ._.. J" �_V� �, i -� Xrzi ' I � 4^ _ `j FAS :MENT rWb � +R ___ ._.._ •�-= � 937757 D S. 1 i IU } • _ R f °r • •._, .-..__r, __...J �y C3 R$d Nli 58 UI1Cfi IMIE T ,� •� ' 1; 1 ry U� �- 1,1• IE. 6.g7 TO BE REMIOWLI) PROPOSED BUILDING �--. r, ,r FINISH FLOOR ELEV. 2*29,�� j,(.�\ t�'�_..__-�.' - - �-AMM _ -r. � _.:.:__ � ..� � -'�•- ,1 � � _ _ 3 Ile.OT J- .... .... .._..._._ l - _. - ..�.•M....r_..r�..rr. .r�a•1�r—,rr.�.r w-q' �• �� .,,,� 7.�.,/ `\. 'cam?'Alm T.1., 4 yip A- _ _ w _ _ •K '.INI L Yli 7 -r cr '4� ; F_• XI ; UNG RIJIl_UING d r kqr ON-SITE STORM DRAINAGE GENERAL NOTE: i I ALL CATCH BASINS TU HAVE'' TRAP Tf0 :UMP PER I_)PC 2. CATCH BASIN fNVERI, MIEN SHOWN I'; INVERT AT BOTTOM 0 OF SWEEP 01.)T�\JOE OF CATCH BASIN S T1gUCTURF STORM L� A� NAa,,� CONSTRU4�.JTIVN NOTES: 3 STORM DRAIN PIPE TU BE Hfi3'-r AU N-I;� Uf? SIMIIARr APPROVED) OP P V.r. A-TM0 4 .,UR 35 TO 5' OUT:fnE OF BUILDING. ALTERNATIVE � MAtEf'IALa MEETING THE RE0UIRFMEN TS OF UPC MAY BE LISFD Wi TH PRIOR APPROVAL, OF EN�•;INEER AND 1HL CITY GF TIGARD PLUMUiN6 I)LPT. LXISTING M,H C41 SU-IRM (_.0. 1 77) STORM CC) PLUG 10" IN (`+ �fY ) RLM ,'1.8,50 RIM 228.5U 4 ALL WORK ANI) MATERIAL;, TO MEC 1 OREGON UNC AND 011 IN;TALL NEW 12 CONN (W.) 6 I.E. 227 70 E" I F: 224 F_.G, OF TIGARD PL.LA4SING DEPARTMENT `',TANOAPDS. Ci TE<APPFC CATCH BASIN 5) 12K6 TEE STORM C.0 _ ( : r ) 5 INSI AL4 NONM TAILIr" PIF' N(� F'(?R WA1ER, S(ORM AND RIM 223.4 ;LE SHT. C3 RI,M 2?6.90 SANITARY `aEMIER SYSTEM Wi'TH COLI tWED 18 GA. fRAGER 6 I E. 221.5 4 1 E 726.75 GRAPHIC. .- ( ALS', _ MRL rREEN FOR STORM AND �ANIIARY, 13L.Jr- FOR WATER, Ir S �'Ol I UT1C�t CON 1R1.)l M H - PUBLIC STORM DRAIN 1 Q11 ATE AT BUI DNC END, C AN OUT M TER BOX OR r •o �o M, PROrF'PTY lINF AS PER LIPC 1008(b), 1105�b) AND 1406((,) RIM 723 •r5 ��;� ,I(*m c.0 ` EXTENSION, SEE SHT C3 _.� .._ wmw F I E IN 270.0 RLM 228,50 _. 6" I C v+J T d Ei 6 1 E IN ?2 3 90 6. STORM BRAIN IN PUBLIC RIGHT-Qr-WA`r" TO LIE TO CITY OF TIGARD PUBLIL WORKS STANIARD5 SEE SHT f_'*. 1 iruc h . 20 ft mw1q By u tZICVIf3tUN t3Y 4F'Pttt)V)+ DATE; ..,...._.... ... ..•.._...rte.. ; C�b) F �• IF-i t t . ri� . q-,� ENC"il ' , ,q„�ITi JI TIC,AP t ' OM T TIqE ON . I •fE I QR�� L.of�AIN �1GEN JMMTNC* _ _ ._. .. _ .. ._......_.._._ .. ____ ._. ,._. .._ D21 191 C _ FOR: .3 I3 �_.. 8TH AVE., PORTLAND, 0R. ra7d U2 ��....._. • V�ATEI�LEA� r ' �' , .rN f� �j� 7 ] ;NILDREN S VILLAGE CLAY :�CNQQL . .. rrerrwr r..wr. rrrrrrrw..rr/�rewr v�" N i 4 1�� 177 P r �O I V F, (�',l /)) 2 3,9 8, / �J 1 UcL A X, 5 0 3 *2) A03 7889 C4 _..,_ ...�......_. <. --- ...........-_......_� -._ . _ _. �.........._ .._�_ ....._.... ......�._ _.,._._......_..__ _a_._____. .._. M.__ .._ ,_ .__.._._.._. .._ PL01 ')ATE. MAY 2 !, 1'!'1F3 1 T Cf,' At 1.1 L.E'.D 0- 19 i 1 W 10400 S.W. Perk Street SIT 9R-0012 page 4 of 17 If this notice appears clearer 111;111 the J u N 0 2 2000 t#flcutl. at, the doc•umeni is of mat•Kin;11 qunlil�' - •' I llll'I-U�1�IllyO a:• j1li�-T�1Ti�( I�lIi11iI i t li i Ili ill I I i I I l � I . II III i !Ii Iliilriii IIIA; li'111 i i I i I i I r i r I {I I ! i Ii11 I 3� + I I I , , 1I I i � I I i f � I'I { i l VI'I'I � { � i r ' I I � 1 i �l f , ilk , I�� : ;�I,�f,l;lif�ii � I iii i i�� ,lliill ,, i jlill (I�iill : I i��t� ��j.�I i, l ; .11�lj►�►�I �; - , _ INCN MAOL 1N C1tINA1'.. _. I t �` i�li III II IIIA I I t ! 1(111 iil r I. r, i. I r . l , I r L I I ..t, 1 - I I I I ILII II ,I II I! ILII �1,r,rll,I I!r!1 I! !,. ., ! ! ! �tli iililri Iluili 'iln liir I• rl Ir Iii lii {nn tr{'Ii,il r 11 ill , 11,,111 1 1111 rm,' , !1111 n rtrrlr,n Incl r , urrlrnl trn n,r illll li I I { (. ! I� lII� .r I ! • ,I r.,, ,.1)111 II, .I. I,,.,,,I..I, ,IlIIi. 111.. .11111.,.I.,..,I1,I..In1111.,.1, l,.,. ,.111,1, ,.1111rli;lniilii;,nil1 I I�,.• i., 1,1,1„ „ II 1111.11 1,11, r, li a ,n ,i i, ,u nnnni I { 1 w r 4i w z 1 f I 4 r +�+ NORTH TIGARDVIl1_I` A10 PL.A f P jW (1906) -- h I + f Nt'9' 3g ) IN t F• /W l''+ I `r R � r i(�M 1,IAW4A km . ,'t lb , ' ►fti� M aN .1118b(N I S.W. PARK ST. ? t " ,E E` ! r- Y 1 I ` lli•' \ I I ' I� i k Lx,T 4 _ 1�, c.- � , `� !. I ! a �• I I n � 1 ,FArLI I , ;;RAVE, I 1 _ - - - - - - PAVfM .FIAT .ro. r -- - _ _.. , _ .. _... _ — - - -c►- i � ;T1NC, .T.1RM Tom. �� " - - S.W. f):� STREET0C4 IN TY RE) NO �j`� __ (8� '" I T— El,I�L ,I NAS, mi N1 �. _. _ _ 4 . _ _ , ..fi we+•+r + Pam w_.i,......r�.► w" v�w++►�v�1I►r w�,�I� a • ` 1• ' '• • . —��. • • . ` >c L-a..i �• 9 _. NIT i;� 3 l .� __ . _ _ �- __ _ --• r •�; I, _ _ I — _ r Nk • tiA . -:F:_J.T?:�7JL .�! a' 1 _______. : _... _.�._._._.. __.. . -- _•__'_______..,. ---- • --• - 1 � " y CA TCM BASIN I ,I. OMIT' — �- - �i ,RAVFI- -� CULdE r1 8" i.E' I GUT 21485 `` !`,F JC WA r W / r __ '� t J _ �' , • r- FASFMENT MAP 251 3GA _ � T.L. 471J0 a I f:- �+sew :+Nnb+e»»�-��- �,e -s,r>, -�.. ./ RMI 219.58 iti - 1., EXISTuic; DIT(>i INLE1 ;, t- • !�'� ,� '"� t � ;• L�� '� ' !ii 'r ,, , 1 t 216 97 0!8f RL�tc)�'ED /229 - 0 17 I . • " t4% Awa aasa':.� -GO ' _ .. ( :.:.781. .1 4 �•O 1"w 436 3Fi' ._ 11 SEWER I It: -T I I W(,Pk iN PUBLIC SE WF..P EASEMENT TO CIT7' OF TIGARD PLIBLW Wi►RK �TANDAN`.D'.:, AND UNIFILU SEWERAGE AGENCY REQUIREMENTS, _tJ SfitEH FA E XI S TI i V 0 B U I (,..-D) N C ,' `A.WEfi' `SE RVICES ON `-;ITf. TO BE To (,IT - OF TIC.ARC) BI.IILUING DEPT MENI PLUMBING WASION STANDARDS AND UPC REOUIREMENTS. 3 INSTALL PVC ASTM E►30.34 SDR 35 PIPE. TO 5' FROM BUILDING, SEE BUILOINt' PLL.+MBINf. PLANS FOR REQ0IRE-MFNTS WITHIN 5 OF SUILDINC; EXISTINv SAN. M H. CONTRACTOR MAY `IASTITUTE ALTERNATIVE PIPE MATERIAL MEETING EXIST INV OUT 22U4 lF IEA D PEI?UIREME'NT'S OF UPC WITH PRIOP APPROVAL, OF FW'.INi P AND CIT7' VERIFY PRIOR TO CONSIRUCTI(--N) OF TIGARD FLUMAINU DEPT i A SANI i AR r SEWER ;i�NNf:CT1"'h; FEFiM11 iF+ F?Et'�t11K'ED T(� BE I�iBTAINEC� ;AN ^C.G FROM CI FY BUILT DING DEP T BLL` URE CONNECTING BUILDING TO SANI TAR r RLM 227 0 "F WF t _ +'`'TF M a J j I 6 I.W, 222,3 13) h" I E. 223.5 F3 _ (vEkIG f LOCATION Ac DEPTH WATER WI TH FTI HLC)ING PLLIMHING PL AN •;1 " I WATER R E RIOCE P Y tIOARD WATER DEP t MAIN F F,E ,0K r;•_) TO ( 4 ) &"x I-I/2 TAF' YN1T'F+ r TAINLES'� "•TF E'L ' ' r`� SERVIUrE SADDLE C:ITr tU INSTALL ,�EVlI L NOTE: �+o P.S.I. FROM MAIN TQ) METFR LOCAIPOP1 A.I. PUBLIC, WArcR MAIN & rFRVWF WORD IN FijRI..Ir. BIGHT-UC-•WAY INSTALL FIRE HrURANT PRION li.l c.FN SITE TO Tlt--,ARD WATER [)[PT STANDARD) ;. ( 5) 1-112" WATFP METER t-'ENTF-R ON BUILI,IN6 CON`'TRUCTION 1N�TAIL. SUFFICIENT RII,H1-0F`-WAt' LINE: PARK SIRF'EI WIUENING MLA`_'iURE'S TO 3 WAT[.R SI:_kW11. IN RIGHT-OF-WAY TO BE TYPE 'N' SOi�1 COPPER TUBING#. SUCrFS5FULL Y INSTALL FIRE H) ^SANT ( E, 1 1/:" DOUBLE CHECK EIACKFLUW L.G 'NORM DRAIN ANO DIICH 9ACk FILL, 4, WA TF.R SERVICE ON '7ITF: PI7E�414 1N VAULT PVC ASTM D1185 Si�H. 40 0,'7 TYP[ 'K' COF'F'ER r-ON TRA--TOR MA r S1.113'111U TL ALTERNATIVE: rIPL MATERIAL. ML TING ( 7� I t/2" DOUBLE t:H1(:K BAC.M;FLO►N REOLIIPFMF.NT OF UP(' W1TH PRII�R nPPRr1VAL Or' F'NGINFCF' AN 1'1T PRE+VF:NTUR IN VAULT ON LANDSCAPE Of TICA.F�U F'I_t1M8iNC OLPT IRRIGATION SERMCE: (R CUT IN 8' MJxfa"FL.G TETE WITH H" MJ 'SOLID GRAPHIC SCALE � 6�`ETJDI PIPE LWITH MEGALUGS AND FIRE HYDRANT (NOTE: r� INSTALL NON- ML•iAL.LIG PILING FOR WATER SIORM do SANITAR 1 SEW'E►Z l 9) INSTALL NFW FIRE HYDRANT BEHIND SIDEWALK. SYSTEM 1MT`H COLOREO 18 GA. TRAt:FR WOE,- GREEN FOR STORM AN() SAW TAR t - BLUE FOR WATEP 'ERMINATC AT QUILDING ENC' CLEAN OUT, MUTER BOX OR PROPERTY LINE A) PER UPC 1008(b� IId��(b) t th r'FF:1 ) (iq� INSTALL_ 'rvSERTA TEF PER LISA STI` DETAIL AND 1406 ) �" SANI T AR Y' SE-WLF! CONNECTION PERMIT PLQUIRLD (q. 1 inch N DIR AWN Frf DATE �'+(I ,,.t Jr? C, 11 -07-9) 1%*TG NEI �E WE R AND WATER SERVICE PLAN 1443 �r I .. OF ARD C�OMME N TS I M ' t3 N L' F ec w_._r._. _ ___� ..__....__ _.. ___--._..._.�..,,�.... ,�. • + TV1'i,F. SCAI,F FOR : WATERLEAF SUM 1' GON 37;� 1 S.E. 81 H AV[, , F��t�rL�N�, UFt. � 720 .. --�-----�— CHILDREN 'S VILLAGE DAY SCHOOL 05 ��I ►� w` FAX: (503) ' 233--7889 L: 1 0 ( (. F.Xf'Ih•'k `:► 12111, 1 98 PLO t.,nrl: . MAI � � , , n,Il rTLr. '. ' I�J1 ' uW_ 10400 F,.W. Park Street SIT 99.0012 Page 5 of 17 . --,:... n( f,;a� L. ( � Li', If this notice :appears clearer than file JUN 0 2 2000 doculm-11t, the document is of marginal quality. Illlc rol11I11C(� I I I I f C ! I ! 1 11111 ;!! lllislij( IIT, ,;III 1111 : ,II' 1il ''111;:i1("ijl liill 'i i ll:; I III ' 11111 I'l I ' 111� II11i1i' I 111�11 !.I ,. ,I ERS NC , lil � � li! I �'I'll 'III I II i I II ! it II �! I 1 III. SH , , , , , 1 t , t t I t INCH MAOI? IN CHINA �_ 11 1 19 is 1 —Ti' TE � f( � 1 ff � it �1 IF � I I I I III I 1 1111111 Lill 1 II11 iilillil llllill I. , ( r. I, 11111 I, 4111:1.1! III 111,,,111lIILlI I! I!, ..,,I. ! ! ,!. I' 'i!!1 lII�I 1I,i ,1+;, „ni I,.,. Ili' ril I III, {Irrrl rlrrrr { r ,rl 1: , ' rir,ttttl rr rtr,lrrtr rril r rr,r ,r„ „rr r,r .r I Ir, , I�I111 I I I I( I�• I ,�, i 111., 1 . I.. .IIlI , ,!!!i. .i1I.. .lIlil. .III..,IIlli.l,t lu,,.,,lil,.,.,,llll,,, , li „ I, I) .., II I,II►i, ,; I ,,, II,::I II,IIIl,,,l;It. f •11,1,111, I„t. III .I„ ,� ,,,. „ ,,,, r,,,,,, r ,,,,, „ ; t 1! . .... h1�.. w., u;:x. v. •w,...•.. _a.r w x.w v.:...a..'i�.l. ,. ..,...rn.... .� _.. TIv/ ,J TIIJ Ti NOR?, A14c A ! PHASWG CO 0t wCLQV E h' ' 1� q ' 4-� l," �,, L;►l±E V � L.#L' �.. t, �(i'" ;Its �y . DkAINA(A Eli CATCH BASIN AREA DRAIN .� � ,�• -� ..._ i Ct f AM PIT Rt!N r,A ►411•N.J �:,k A V'E t f n o 0 r� •Ir O i Q ! L7 REINFtw(cEMFNT I `,•� C) 0 % G F%111k. As r+ oluRto I a i;I�'�F ►t;IN T - r= to w -� I 's- MIN , 4 DEPTH I AVINci fl , Ft Ow QR VNGLf 'AMII AND t IINt. Y k 1 11iN / F , A I E tc,#to* a � . 61- .-- - 7 * 7 'TRAVER 1t;;F='AN`.:r(�N ��tIN rs _ _._ �� i _ rr CPAVEL CONSTRUCTION 1. TO BE PROVIDED AT EACH QOIN T QF' N TR A IV C F IANGENC'r CII nit_ CURE? & AT OTHER I�I..AN LOCAT1(JNS AS REQUIRED TO LIMIT THE A I C)ETAIE. DRAWING IA SPACING TO A MAXIMUM Of. ?0 1 T F ! � " MATSE'RIAL. TI-1 OF PRE'-MOLDCO NON C OMIIAc::Tfp EX IRUOED MATERIAL MATH A MINIMUM I l_. ..__..- ._- -. _.._.... .. _ . .. _ _ _ __. I 1 :'A'-.'E �'I_I SURGFc AI E: THICKNESS OF 1/2- TRAVERSE /2" _ _.. _.._ . ---- -._.__ _ E �' - � `N JC) N ` I TR A V R _�E. G 0 N TRA(;TIG I T a I —�_ ��.:� I a,�.�►� _.._ ..__ _ . _. ._ _.. . _. . ._ ._ _. ..._ ___._ _ .__.._- . .__ __....__ __ _____• _ .--_.--___ _.__.._.___. __ . . ._.. _ ._. WALK DME ADJACENT TO CURE I 1 SPACXNLA TO RL NOT MoR(: THAN io F 1 2 D£w TH OF TNI: JOINS SHALL EI'E. Al `J _. FILTF"R F AEikII MA rFIaiAL FILTER USE STITCHED l()C►PS LEAST UNE. FOURTH OF IHE CROSS- 36" MADE. R(kL5 .___ FABRIC !lvk R Z',t ;" POS i`a SE:CTiONAL. AREA I MATERIAL CONCRETE BF'E''�KING �TRENC�TN. ! ---- --- _ __� ,(�__ __ _ ._r. CONCRETE `;HAI., BF 3000 P51 AFTER ;.$ DAYS, 6 SACK MIX, SLUMP r.9itr 1 -w PA.NI,E OF 1-i/) TO 3 DITCH INLET i •n + 1 I TO RE YW � S 1. AFTER 28 DA(S _ � � PANELS T�! H 5 FEE f l<Ml(, I I N1� � r •• ry " EXPANSION .1()MTS IQ 8E PLACED AT 51DE.5 OF DRIVEWAY APPROACHES, rITTLITY VAULTS, WHEELCHAIR RAMPS & AT SPACING NOT TO EXCEED 45 f-EET, r t CURB ~�. Y FOR SIDEWALK ADJACFNT TO THE CURB AND PCJRET) AT THE SAME TIME AS STANvARD ,URB I FI �, "'i __ __ 4 _. ... . . I _-.;� ,.,.�� THE: i'URB, THE JOINT ESET�NEEN THEM SHALL BE A TkOWELE:D JOINT WITH A 10FILTER E BAGS �� MINIMUM 1/22 RADIUS TEMPORARY A R Y ___ . IMIU.._ RfF-I'. NCE APPNOvICO Br tTRAwN u _- ---.•-.____-- f;'MA XlMUM SPACING 5NDEWAtIt !;HALL, HAVE: A MINIMUM THICKNESS OF 6 INCHE`' IF MOVN(ABLE CITY OF TIGARD «ASN cr, C•. �vI (4eU f Uetat! Ur ,WI,iy %U CURES 15 t1 SED P IF SIDEWALf. IS INTENDED AS PORTION tf DRIVEWAY. SCALE DA it. � DIAL: IILF OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. OREGON __.__._�_.__ _.....__ ._. .._ .. � ---- _VIEW -- __ _ SIDEWALK �N � IDE VIEW DRAIN OUT ; IN CURB, FHA� UEXTENDED TO BACK OF WITH 3 D1,AMTER PLASTIC PIE A 2% SLOPE. CONTRACTION JNTT BE PLACED 04'E,R PIPE SCAL: _J V-0" MAX , 10'-0" MIN ` ANGLE BOTH ENDS OF FILTER F'AMC (SEE TABLLS; ! \ FENCE TO ASSURE S�%L_ IS TRAPPED ~•..``. j N( T EX►ST1NG DRIVEWA a I SUP Y U01TOM 7 ,iL.7ZW FABAKI t,- VAR11'S MIa1H V4RtE5I vERTICALLY PiLUMI FI1x-zHEP (RADE. MATCH :,FiAj)f ._____._..._.-TJ_• ___--71L--- ....---TJ-•--�-----.._.._.� (SLE I ABLES) _... ___.�_.. __._ . .__ ._.__ _...__. _ .__ _... 2_ 2% 2' Fir,. PPIE OR F rEE1 MIN 3" A C. 1N 2 LIFTS I / FENCE '•OSIS i'KIiT1fiIG rAYFMtNT - , U+G OUT REPAIR •'••-SJIW CUT OR %RINGING _• VARIES INTf.RLU(;.kEG MATCH NAUTH h" " r �i` 3 5111C►tf.0 LutWS FU BE 1►lSIALl.O STREET AREAS I OLIT OF STREET AREAS _ L x a POSTS _. /�,•� { ---•-._ . _. . _----.___ _ __.._.___ AN A11A h i IK►WNN1l1 SICK ''.1F SLOPE ;AW I:,.J1 A C- A +ice U C { [ l I � ( I Q/WPI t TOFF VI(_F Y Y 4 COMPACT AL1_ A A:a flF Fll7lR f AfiR�<' -._«...._._.._ _-'____.,- _._-.. TREW..Il EXITTtNf' Sr 1 r--r7y { (1PANSICNi% 6" X F. } 1 _ _ NT' � - RESURFACING AC JCXNT} f TO GA MESH ' ,c � n'• ...._.. �_ � �•-� �� / / z 1 , (OTTC�1 { NTRAC D4M n• o eta o i o o I J(xN f5 r ( SIL>EWAI.K SEDIMENT FENCE _.. ° r ° / As gaa o°•° ap--_ AC•GRf(;A TE BASER(K K B . I 1 I 1 I P1 vv, H c A � L 1_;(JMPAC YLI) SI. BGRADt. ---- _.. A �•F'ACE CC CURB CLASS 8 ' S' U MIN I 9 - 0' MMI ___.___._.__ _ _ -"__._ HAe k Fll t°° CSS A hf � A><��1tit� `- " MAXMAX4�_4'--15* -._ __ _ _ AC. I LOCAL STREG--� S' E)FIVEWA, SE:( 1" - __ � 1" °" ETS o °., / I ° ° 0 ._° ///j ct I AC - 6" ASP-HAL71C COKRETE, { PLAN:. f.y,.., ,* ,�� m•. :�''_, _._._._ % 5' MIN �. °° n°4 ',r e° .e /j/`f // ' ct An , 4" (T _t/7" 0-) ACGREGATE PAStPOCh 3/4" 0" ° o w ll ENAFNAT ' • ° ��e :RANUI AFEA *FILLlR I01NWCNOC�I I EXOOSUPf4F C, r AC d" ASPHALTIC CONCRETE •.-- 4X SI.OPE TO STREET A.C. DRIVE w1AY HINUR COLLE�C TOR S TRELl'-, _ 10 GAM£`,H L. .__ _".a._..a s_ _� � '•• I m �. 1-112S APhVE A E w a� 1 ••• Jl AC 7- ASPHALTIC COC CR T" `�,o �__ � , " TRI r --- --- �. -- • • .'--�L. �. Af( - 4' (1--1/7 - 0") ACGRE(.ATi` EIA>FROCK ,._ �` ___ r � . • - i 0R ,1 �"" F," a 1 t: +NC-RETE S,I1AI L K .I(W)O 0.5.1 AT 8 DAYS, `IX SAC MIX, SI UMI' RANGF OF 1 1/4, - At, - 9" A$PHAt.nC CONCNE 1E t.._, "`'.---- _"_ - � 2" OF (;OMPAC.fFU ifs"»-U" AGGREGATE Z 1:ADt'WAL K PANELS SHALL HE SOUARE, 34- Of EP SCRIBE a AT ,K)IN 1'; 5 FEET APART, PtPr BASE �Q 11 Ni .� CUGLD ON 4 'WES AND HAVE: A LIGHT BROOM CiNISH. !!A( K►{l.L IN 'STkEt. I AI4E.A5 MAJOR CCA,,LFCTUh STREF . , (.(►N(,ftETE SIi<i 1 �, _�.._.. .___ ..__.._ 1..1. ('3f. I►RMF.F�t;lA1. MIX AC - S' ASPHALTIC CONC;RE TT, CURD JCANT SHALL BE A TRt)wEI..E:I) JOINT •MT'H A MINIfA!IM 1,12" RADIUS 1, R le i; aCK fV /W FILL ALONG BACK C1c- CUPS � ROCK T() k3AC1' r1F 4/W AS 4" (1-!/2" - 0") AGGWGA1T. BASERl?CK ctDESTRIAN F'AT i EXPANSKtiN "NTS SHAt. BE t/2• P'REEMOLDED ASPHALT 11APRE.GNATEf) 2 IF S/W I": N,.T ACAIN!,,T CURB. MATERIAL OR E0'UAL, F.x�:NC4Ni, F'FdOM '.:,UEIGPAUE ill F'INISII GRAVE. FK1 R 11 h- BACK FROM '"URB PAVEMENT DIG OUT REPAIR DETAIL COMMERCIAL DRIVEWAY PEDESTRIAN PATH PIPE BEDDING AND Pf�Fl+E►K'E wf. - ~APF'ROV[J eY DRANN Fill __._-_ __r _ _ _ ___ __ ___ BACKFILL DETAIL S kkff t Nl:f AF'iM►oVED P, n11AWN eV RFJrFREP/l ACF•1RDY[D th f1RAwN p, nlrFlrFMcr AM4111, K.r'i By T� DRAWN N CITY C�I� TIGARD OAA [..AN WARN CC r:01,IM#NOW CAO � � *ASN f0 PW-3n7 (M(Xi AA � M 4tw.. M,W { CITY OF TIGARD --'---•ATF -- CITY OF TIGARD CITY OF TIGARD �lATIT ----" r SCAIC Dr TF nw�. rn.1i !.C:AIE DATE [�AWNa,, ,+„ S+'Alt' BATF nRewMl(, Nf1 nn .� DAT[ f)MK: IF E LLY ryry , Uf TALI;,/r.IC. OUT awl; ORE:GCN I+ r s ► 4- 93 J UE;All$ .uw%1I kUW I ,w• OREGON N t S 1- r--9.S J OCTAILS\BIIIf WAV DK OREGON N i �-q. 93 1 C4 tAILS\rMDE[►-VW. �I�LV►.ON N T 1 T y- y} R7TvISNON I+ti AF1R1RI)YtrF1 patF• 4 -9_-qa WON �, RS DETAILS , T S.E. OR• WATERLE AFM ARCHITECTS X04 372)7 8TH AVL:. , � �_)RTLAND, c: R. 91 ,.02 � _. ...� _ ,, ► I.. �;�� -- .�... PNc:)NI~ - (503) 235 8735 CHILDREN S VILLAGE DAY SCHOOL. ._. ---•---� ,� 1> ti`` FA ( ,c1-� .S TIGARD, OREGON G6 _ ) 388.a f. ;�,( i fit' `) ` . ` � ; �'1`-� _ ... _..�,"�_..�..."........,...�,. ....,.._......__...�.._.�._ _...�....._.,.�...�.,....r.,.,...,........,.._..�...,. ........_..._...._ _....__.._....___... .....-..,_._..._.._.......__..... -....,..,.._,__......_-«...�.......... ..._ 10400 S.W. Park Street SIT 98-0012 I'aRr. h of 17 If' tllis notice ;IlillvalII dem—cr than the JUN 0 2 2000 dociliment, the doctimew is of nearzin:11 IlualiO. Illll'I1111II11C"tI I i �� III 11 II " I l i ( I I;1 1'I i I I ( I I I I` I i l I I ' I ` I I I Ilil I 1' I i I tl i � I '1111 'I'{II'+'IIII' 1i � I11 j ! I I 1 1 I I I . I ! 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I .,.!Ivilfl,..,.,Illfl,., ,.II11„,I.,Id ,.,,{ili.,,,,11„ i A A ' 474( 1 NOTE CI.I,ANIto) 1NSTAL.t.ATIUlvS ARF I- ._..... -_. 7 A � LIMITED TO EASEMENT AREA, p �y. yrs rt J� I�IfJ i►iF'±flh Ct('NIf 3, PVC HUD �Af ,M 30J4 SDR 351 .�+* M A r L'k All O Y1E u ON A •� ST�At�G#RQ (,Agf Ifti)fl TEAIPQRAH r BASIS IN FRAME AND COKER / ( DRIVE tivTlY ',:EN 1'E;k +-:,� r<U6EikFt ►.iti4i7 Gf wA,..; _ - - - '-A E:EA AF TER L.E:FVE I`-� PI.At';k O 4NGARCi MANI*)LE IN H F'E F i.+f"A WING hilt!)•"A � '• OLE y� ) C> STAINLESS '.ATE E t AANr) (9/16" SERI- 300) 1 6• I ,� $E;,(�)RE`� t.lPPLI4 t,ALF ±"rF riUBBEF� %)LE.EVE TO THE NUN ADHES1 VE MEN±fIfcANf I i yyAlEglu,►,T PPF PL-A; -I -.�..-/ F'VC_ H013 i . ... . ..._... _.. __.,.,__ NIrN stops r FF+OMLN 3/4" r') F OR A 6 AROUND i COMPLETE f�i�88EP ;IFFVE (ASTM C-443) 4 INCLUOLS A L40I.L)+ SEC MkN T rhAT HOWS _ L ! UEI LEY: its • 'K' HE A Y ± UU r IT IN PLACE. AST Ik+'FN GkA IT Ti:- i A(.11 I:.ri I j STUB FOR NO-HUB An Ell F+rC 'r''I F fiAR v'C� I 1 L 1 UEAN LkI1 t• , _ 17(!*4%fCTC>I� t nllpu.NC_, / i •- ± SIZED PCk PLAN t--_...._ ... I /T 5iAIN0 S' aTEFL flANI". 1 (MIN ry±±aE � Ahs-` tu1N C11A Tt 13E Uk TF�MfivE l) Ht ± "! L 1. Sri MIN i C i SUMP 4 t ►'IF f 6^; i t A MH / .,.. "'PF Mty Lll A f. . F?E AN:)ARU �� 1 Ni_H" 1 I 'ON E Tk PIPE MAX SUMF* DEPTH 5' SINGLE F AMI.. 'r RI ill)EN ilA E -- _ T , CON C•ICASET± MOLTI F A,i.+ill f RT..S t;FN' 4{. /� t;C1MMfrt;,lAL/1A:G1L/arR1Al 94 (� ^F /AI , SIT` 3/4 SolT(,)M '±1 wtit SECTION A-'• 1<1 NI. I VOR PLASTW. PAPE +�A" NOTF ALL !NSFRTA-TEE HOLE'S SHALL !?E: MA'"HILAE DRIU_F0 ,1 NA {/ARU DEPTH _ .5fi`�� 9 /� MMM d �[ �('�� /� L)SF ONLY ON CONCRETE nH DUCTILE lRCNV PIPE W- TEF UALI S5e-Q'F aCl1._. � Q 2 METAL rHI(,*NES;, 1/4' PLATE MANHOLE �� '�� - 3 'HATH±Y" Ac FkiCRiIN ±.hAt (a NOTA I.ONCRFTE ENCAS't ENnPF. WEE SE%'TION AND 45' $ENC) n CO►+CpETt_ PIP(: agem�' WITH A::I✓HAL1 PAINT UrAftd STANDARD CLEAN OUT NS E RT A - T E-. __ "wRa w PLAN _FF I)pAMMIi, NO ;l111 +:i I_._._ • _I j j_-_- N SEF!VICE LATERAL P{f'E' St'- RE Tx• 1N aLAOE A _..-_.._ q - . r ,.�� St.'E AS S�fCIF'I£C? A;,.uNST PLUG w/ BAiiM.L ORAWt G N 1 PN 1 • �° , Q.._..,� � ,_,.1._...._ T - E�, N l:+ 1 n"Sr ►107F`.i f0 1rEW1 PltJr TJLQWt�fF' ( ( •' r w.a..._� , FOP f RAME ANO ",RATE 1 DI T('F t Tx .,1_ . r__ ( 440WOLE DES1044 To r;�1vPt')r'tM I WTH ASTM C 476 AND �'UHFJER t";A �K f_ T ORA"NG NO M-ST FLAT rOP F �RNiAT(RAR i ALAA '� i RUOKP GASKET JUIN f . � -+ F�EiESSf.D CURB tNIE rS I Tr, CWOft %*TH ASTU c-4,33 ((,)P'rlON Ai_.) J h Vic: HE iW-ITAI.i..E'D iN j f" LAN •�I1'. vV I `.TrPS Rt(AWED ON FLA' TOP ..-. �r_.—__.,..... ....._ _ A' ^RDANCE tMi/4 i #AANHCN.ES OVER 4' DUP �.._._.►___._...______.._ - t,,;aWiN,.. rqr, i tr,l; .`i,T _ i �-'2Y4 CURB __.. _64 o+A PLAN -. I AViLL& N d q �, ,^ _...,.__- • �t►- y`� i r.�- Ts ,3 �� , ,�' .r� .� :- STAn►1 aSTANCE io NEAREST MANHOLE T1 wAx >t) !°;T _ _ o I _ _+ :_r i s► V I + �A . .. I (N£E'U T+) IDENnr v uWSTRE AM oR DoWNSTRI AM, d T4NN 1V I , I _ _., a __ ~-- , UfA LENGTH. SHOWD15TANCE. FROM MAIN TO END OF LATERAL `1 1 Ulf 1 ----- HEIGHT TOTAL LE.NCTH OF 2k4 AT ENE) OF LATPALMtr! \ TLOT# AS SHOWN ON APPROVED S1.I (A PLANSf WEEP r (_� <7 j �_ ._ .. 1 TAT" 1 •." y,— _vF, > HOLES ` / LEro011� MARKINGS M FACE.•, _ _ _ _ .. ._. E STREET - .. .�. i I MAK , MAK i PUNIER GATAlt .... 1`.• hIkIGH1 `� QtOtT()Af 4 f/� • ` • 'fir"" ...•'- """ f7I GFtCRJMG MAGNE TiC Re199CR OAS1[T FIAT t(JP i.i• © A 4 t y�^ 1 ntfMIFORCEMENT MIW I `xv 1'C1pE `>tNtFA4f- "aItRFA�E TAPE MAx +r ' in IJ (GREEN-SAMTAR� r - 1 '�- k 3 q \\ c.• <tR 3r3" Lo r� �, MA , l.� ,r "`^ �' 1 f 4I- i �• STANDAR() MANHOLI. FIA; TUI ti... ♦ _ I REMiF"URC[11tNT 01 r I t r < KI N A • (... 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PFt1uFi AF±'VaQVFb F'FEC:A'�t +�AT+:N lSASIN 4" P1PF 0020 ' PRErAST M0411M.IM *41 TH1c KNF.ISS TO Of 'S MINIMUM WALL 71-IICKNESS TO AE 5" SUPPORT TEE WIN C+N " ' NF TO E3L i2EHAFt ME;E'TiNG ASriM Ati." C;kA()f,: BO OR WE.LUGU RE±NF�7FtC:EME:NT TO FTC F►fRAR MF.ETINt: ASTM Afily C:IFACJF_ t'tt? i)k WE.I.0+EtI WIFE RAEFrfPI(`. A BF.C>U►NCY GItAY6l, •► WWF MEETING ASTM A497 � MINiMUM 2.0" MADE EL.E.\/A 11 ON OVERSIZE GUTTER & CURB ,-" unified � �.__ _ -- S A N f TA R Y - � D I TC;H INLET unlifled INLET CATCH 13ASIN unifies, AREA DRAIN TAPE Ir I`~L "r TPAI��"� L : SERVICE LATERAL NY FDATF YM I'IV>^ i�I±f Fti AF'i'FtI vFt, )ATM' (� .• __._ _�__..�__ _ 1 9.. q? M DETAILS QT/� fi0 1...�..n..�...... 02119 1 LIT ec RAN !! k ALL .._ _ �.._.... 111 ftwrp UREQON 81"H AVE. ,, ► O R 11-ANE , O R. 9 7202 2 2 FOR W A TE R L E A,F I lw p-T T. 4 ,�, �e r- HONF- 503 2 3�,_ ° "/?95 CHILDREN 'S VILLAGE AY i c BCH oO _ FAX: (503) 233 - 7889 C7 .._.....•..-..._.,.,,.._„_._.._ .._._....._._.__.»_.._..._..,...�.,_�.... ...-..,_..-..-..... --- -- r�.r`°irrrr.wuo�rarrM�rrrr�.+r.�.._---•--.-,......"«..........__.....�rr.�........_.. I L A.I L MA r ',t•{ 1 •:jtIK ` 10400 S.W. Turk Street -•- _�._-. _. w._.._.._ __. _._..._ . .... tiff 98-0012 !'age 7 +JI' 17 If fhis Ilfttice appears clearer than the 2000 • k, JUN (� 1 ayt. dOcttntenl, Ilse clnctimenl Is I►f n{aul,Jw l clualih. 1111crolliII11elI y._.._. ' T' ' ; II l � � � I �i ; � I MADE I 1 I 1 � ' 'I I 'I 'I ( I ± 1 i i ±i j!I 1 � ijl IIi I{Iji I f11,1 I jl I I; I ! C EIII INCH A� �! _ _ �• - f T 1! i�r i _ T � t IT � � � � - I I I I I I Intl I I 111fIt1 Ii{I I it I" I.. I, 1. I. 1 I. ,. I, r I.. I I. , I IIIiItlllilillli+III,�iI•II,IIj,,,,,l�,l�ll,ll II,I... .,Illi.nl iIII.I..I !,lii.,fi(illiilljlll!Illlljil ii,1 Iliil { niiil' h.,i'II 'lu ii 1! if iiiill Ilhltl Ii,ul �, It I. Iitlnl I± 1111,111 ± nll t tu1lnY,inn1„',I„u nl ,II ILII I,i I i1... Ill( .. llLi...,..11f.. .IiHt...11l...I..I..inilu,..,.,l.,.,.,,�Itl { jl.,u+ till: pit ..,l,jl,,,IJ llj PLUGGED IEE 1`1111J.;ED c.�;x:s 9f.NU PI UG OR 'AF i ^l - A'Fw I'�.1: ,Gf.Q �.:P;l .5 Tff j IE (6EAPING AREA i�F THR11'h4 8LCK.K S IN `:JOAPL FE:E,l) f I rTING 40'SENU. 'f( •R Ora' 27 1/"- 11 :AZE (INCHF'S` p— 'A.Ei r_! ,,� RI NE► FIFNI.I t:3lN( ME 1Ek BOXm.� - L�QtfBLF CHEC,h VAt Vf A1,1r,EMF4 4 01.9 01.1 16 to 089 04 5 I 16 284 159 o8O a 24 6+0 34 y 18 1 rpL AEN'►VF HEARING: AREA', DASTO ON TEST PREV>URE OF 50 H.S. AND AN I UNI'-IN TACH IDE '� Alt-AARt F "t. REAPING STRENGTH OF 1500 POUNE1 PER SQUARE f'OOT Tc, qk it BEARING AREAS FOR DfrvERENT TEST PRES'AIRE; ANO SGII AF.ARING ✓� r "'F'• -4 S USE THE FOLLOIMNG EQUATION CkUSHED RUCK EIA'iE--0 ELE VA TI()N et.WMK. AKAS _ (71e7 FALMAf/IW) = (I%W,/3>r. BEAMING a»TEs.) x (TA&L.t VALLIL) NINE S I . TRADDLE FfL.00KS REQ[JIRt.:J 'M1E:RE L'Nf�, MAI BE EXTENDED IN FUTURE .NSTALt ATION SHOWN I`:• I7*40 A c,1.IC;,(;EST10N SEE DETA i. NO 561 2. CONCRETE 144RUS7 B -('1k1NI,; TO I*, POURED A(;AINST JIIALASTORSED EAPTH I D008t F.' CHECK TO BE LOCATED DIRE:CTL V W HIND WATFR` WIER, 3 KEEP COWAE'TE CILEAV Of' JOINT AW ACCE$"SMtES. I 4 THF F'EQLIIRED THRUST KARINC' .AREAS FOR SPECIAL CCINnif:cn0NS ARE SHOWN BRAC;S, STAINLESS. OR PLASTIC Pi UGC , TO RF IN,TALLIP IN TVIT ENCIRCLED 014 THE F'LAN'a eq t; INGtCATES 15 SQU,$J%f FEET BEARING AREA RFi *F..f1 COCK E) If BILLOW GROUND INSTALLATION, S If' N07 SHOWN ON P'.AN" PLQViRED 6FARING AREAS AT I,TTING SHALL BE AS INDICATED ABOVE., AD AJS1 IF NECESSARY, TO CONFORM 10 THE Z'E'ST DISTANc,F_ FROM 8UTIC" uF Of VICE Tc FINISH (.PAW , I RIFLIE PROTEA T,1 1; PRESSIJAE(:'a) AND ALLOWABL.E SOIL BLARING STATED IN THE ANO CLEARENCE FOP TESTING AND REPAIR ARE THE MAJOR CONSIDE RA TION . SPECIAL PROVISIONS. -w� FQF, INSTALLATION. 6 BFARING AREAS ANI'- 'S'PJCIAL 9L(X;K1N,, LIE TAILS SHOWN ON FLANS TAKE PRESIDENC.E OVER SEARP4-j- AREAS ANU b1.0(>114G L4.TAILS SHOWN ON ,Iwwrl� r+i sICAt� THIS STANDARD DETAIL. 3EA RING AREA Cf ^+P JSI FkOCK- APE; IN SWARE. P. 0WOMFEET. OWYWWAW ""�T1kI IRRIGATION DOUBLE Mr. na _._._� _ I,�1 i'1♦'�r Nµ. 0.t ! �`•"o}a' "'m. wrlcH f�M �� CHECK ASSE.MBLf 531 �AOUSIW �_wcws� Ory IF 1110W _.__-______._�__ �"01Nu""� °L��"T - STANDARD THRUST itr,CNOMIJr i'r�l: NO _ ._..__... __ Tr 'MA� ?AN1.,,>d 0% 1?.• --.._^_ - - 417BLOCK 2. 1 CAST IRON 910 12BEHIND SIDEWALK 560 ud It 18 SIDEWALK ADJACENT TO CURB " " ... I VALVE f3UX Tt:W OR BEHIND CURB a fSBKAK FLANGE" SIDEWALK' I� WHEN NO SIDEWALKMIN I � 3„ NIN I METER !,/2' �. _ � _...�.._._...�.. WATER METER I l ' 1/2" - 3/4" DRAIN ROCK .. � FLAN TAR PAPER AW (MOISTURE � EA�'. •_,.+-�"�-+•�,---=r^ 6" DUCTILE IRON PIPE �-= METER BOX RESTRAIN At l ,K)INT1 W/' --DOABLE CHECK - - --' I" UNION EACH SIDE VALVE ASSEMBLY �� "FlE:t.D LC>k" OFt El7lJAL VASKEI'-, \`'� 2" FLG X COMPRESINON ANGLE -- I S7UP (FITS 1 1/2 APPLICATIONS) 6" MEGALUG 9ETAINrRMJ X TAPPED %. GLAND (EHAA IRON) - --'/ 'C" TEF. --_ '�•�== ,» Ia" CUNti RU TL PIER E" GATE VALVE. - ._„� 2" TYPE R1 FI ( r M.J / 17 COPPER PIPE i/ SIDEWALK FAITH PLANTER M ., >' tl' tt T 17 L� ! *ATFY METED _ 7� STRIP AT CURB O MAIN LINE - `0,)EWALK 3. MIN COPPER BENU� � E3f2 E G Y, I i.A�+ jj " Q.. NEEDED 1_.b MAX CRUSHED ROCK BASE--/ .� 'ax 12- MIPT x r:OMT�RESSION CORP' 1l 3rl I L7, „.,+ u (SUPPLIED BY THE ;iT1') ELEVATION 01'IRANT``. H( MOCIERN MUELLER CENTURION, A 44:YnR AFF''G EQUAL) 6” M,►, 5 1/4" BOX �aP£CIftCATtQNS 1/7" PFNTAGON QPERA TION WIT. OPF N :.EFT O TH THF ro! ; r)MNr, _ A OIL F+t 4v IcJER DEVICE SIZEf BOX TYPE OPON.1.1 t l3A TION NUT _ OPO NZf 'rE AT RING ti/4" • I" BPOOK S-41419 SERIES OR EQUAL C' T MUTE' i 1 �" C4RSON 1.7 300 P15L OR EQUAL BROWE.-A HER ''HIE_I•.T) CAP - -2 F SAFET'y %[EVE COUPLING I Ct7NTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER _�- f THREAF'EV NOZZLES WITH "0"t RINGS Ln( ATION`_I HORIZ,ONTAI. Ar LF'VF.E, THREAD NATIONAL STANDARD iINSTALLATIONINSTALLATIONSHOWN 15 ANL? A a1.JGC3Eatlr�. AFE T't ,'r4AIN,; ro ar PEMOI4[) ITY TO PR()VTDP. 2" THREAD PY CO MPRE'3-SiON CON•PERATION '.IUP TO BE. ►ODRANTS TO 8F PAINTED USING R-1.31? SAF'E.TY TTLI.OW OR AN AI.TERIVATE' APPRUVE.EI INSTAIt.IrD BY CONTRACTOR {CONTRACTOR TO TEST MAIN OV/CORPS INSTALLED) UOUHLE .HECK TO BE LOGATFD DIRECTLY 80-LINED WATER METER. E3•r C41 TRI('T TIRE MARIyHALI 4 HYL)kANT 10 BE INSTALLLD TRUE~ AND PLUMB ' rONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINIT Q BLUE. 2 BRASS, ;TAINLE55, O4 PLASTIC PLUGS TO BE ED INSTALLIN TEST 5 NO OBSTRUCTION', WTHIN 3' 0" RADiuS OP HYDRANTCOCKS IF BELOW GROUND INSTALLATION 6 IF SUBJF_C.T 10 VE'HICLF. UAMACt'D, PROTECTIVE POST TO HE PRCIVIDfO 4 r ' WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION 7 VAL VI. PnX 10 BE IN ACCOROANC'E NTH STANDARD DPANNG NO '',03 OR AS APPPOVEU j 3 DISTANCE I D1 ITAN EFRNM BOTTOM OF EO FINISH GRADEFREZEPRUoN, HEN(.►iE ER RT (�AhnREPAIR ARE hEAT a r1401 OC )N VOR INSTALLATION0 IOhC NO SCALE waatn e, � �'+»"�•'I' yu SCA11 to) ALr _ AQUi11H r outNAs DOUBLE CHECK Aw �� P. 01" s" FIRE HYDRANT ryry h1YC NO frnw+IEIhM• 1• M'AKNI _. _�••. L � � "' 1/2" ,'•M: 11(1 tl1tl►IF!'NIN13 II[YM/1(Ml .�.- rrtr fINM{'R _..-.� L"IMC N I 11H P. OU[NA$ rgr,rllT'hlw O[IM11�MI __.__._ ._, _ '-hir iMirar---- �1Ite UM w,�M•i, t,n ' Nr. rrr; rm rcNlrr -1114 sr rw.., �►+Q 4,°1�. VfMN. mo:m 1,13 ASSEMBLY C1 11f TIIIfARo wa` l uARCM ,+w4 INSTALLATION 4� /' 1*°E' l �oall►I+ .µof M�c44 ,ru WATER SERVICE �2 � �,,. f�lot....•r<., "�' '~" •.� f'Itll ll►-�rh .�. !Q1 rte-N,t M7�lD•W �•R .__.. (TTY Or "*AM .►/Mgvh Mro aT'./� .�__....____.._.._ I H*vltCN APPROVFI: AT [�� S) C �j1' 1 `� !�'' i ► 1 ZTec ENGINEr.R TER DE TAILS4mv INI,~,, 41,4C;ON 3737 E, 8TH AVE., P0RTLANDr ()R. 9 � 402 FOR: WATERLEAF 4410� < � �w�ONE: 1503) 235 8795 CHILDREN S VILLAGE DAY SCHOOL. FAX: (503) 23.3- 7889 C 8 Own- fXi14-:11 . ... ._.,.._...._«........�......-._......+... .....,.."..._."...-.•....-_......-.. ... _.._.....^....... ��" + 1rMrr".Y��,irrlrllr.lrnr rrl ..�...._.._. ...-.._._......_..._............�........._.._....... "rw.rr rrh�.l r...�,.,r....�..w�.+.r..._._.�.....,.+ ...__,... »..........._.`.. _.. �.,•.,..... ! ! I� _._.+......,..."...—.w....._. .•..... . 10400 ti W. Park Street S1199-0012 Page 8 of 17 If 111k notice appears clearer Ih:1n 111e JUN U Z 2000 doctiment, The document is of mal-011al wlalil.. 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M.H.\\ RIM 219 85 T_L!7DQ8" 8N I S (W) 211.6 • CATCH BASIN \ 05 8" OUT ``) 20.0 '� GAS VALVE RIM 220 9 \ NORTH TIGARDVILI_E ADC) PLAT R/W (1906) -�� 12" INV IN ?18 7 \ N$9'39'11"E STORM G VALVE ___.�__ _. _.___-_ __ --_•_ - ._.. __w__ __..___._._ _.._.._.____ . _._ M.H. � \ A'; t A COUNTY RG R f W (1938) _� RIM 321.89' "�21.16 1 ��•�� SITE TRW 10., IN (SW) 215.U P.K- NAIL 17," IN (NE) 217 86 EL 222 s2 I `` 12 OUT (F 214.96 � Q N° i• -- —' --^ .r -. _. ._ .. _ A ...- _ .• 5u _ - ~SA - ._.,.. __... ... SAS _SA - - :>A - S EDGE OF PAVEMENT _ — _ _ , _ _ _ _ _ _ .._ _ ._ _ _ ..__._. _ ..__ �A s S SA --- A cF� A SA __ _.__......_. rte,....-_..___.... )S� _-. -. _ _.� - tCOUNT 1 Qt NO. 1320) u 483 7' N89•3s'07_�� _ _ _ `w``, S.W. PARK_ 'I" ' �'.. i ._..._ -.......—.. oC1� .."!`711"Kr'^�►'T'_"w"_'!"'._.r _ ._✓ w �:-,_�._..oc-..��iw_�.e,v.r.�,,�-.-.r,.'..r��.-._—�_.w+.�• �.._..._ � ,_•r �r--- r-r/s'?1-- '—'__ w_��.__... - -- __ h(_ �,y_(.(_'_'._S_l_ 101 +fs/_/r ,_ _ - - � �, _" i2 8 E. 223 07 8" ;,E 22218 - S 8 EXISTING $" CA, WATER M �_�EDGE OF PAVEMENT w -m-=.�.: .t4' � bras-•".�� ---_— -. _ �; • ...�—.., ... ._. �."=� -- 329.58 z..�.-------- G U L VE R T ► 1 56' 7 __ _..�- -=-- r�.� /f "t-.:.:a_� __ 0. .0 '- GAS VALVE J _ ,RAVEL 8 1�� WAY URI vE t EASEMENT \� MAP '251 3[)A /f CAT(,H 13ASIN T.L. 4 700 .--- -�_ -. _ ., a� 2 0 -- _ \ ah, - RIM 3 8" OUT 2148' 11,I.' DITCH C INLET PARCEL' \ j PARCEL G < ,� I �O 'lf^ / r ; �� /�4 ICiV 21 5897 14 1104-00 S . W, P A R K 34a r L OWNEW C.H!!_DPFN'S VILLAGE. DAY SC'HOOt. LL_.-AN 17549 OAK MEADOWS LN. LAKE OSWEGO. OREGON 97034 �\• _1 t .._ __...._-._ �,; � � i �� F'Ht7NE: (503) 636-782`, �i __ _. _ _...,. _. .•._-�...._.__ ._. ._ - ._. - _ - _ .. _ ._...�._.. __ _ _ _ ._ _._ __.� ;� ,/ ., OWNER'S REPIRESENT'.TI4'E� JUMFO FERNANDO 7 7.41 n - 50.- a�; _..� . ,} ... _.'w__ aA �__; _ �q _. 4��+ ^�`srti __.. ...r c,A`•ca►�. J_. -y' ��l' \ C��Y - C.. . 9111 ATM el-Ty Of 11 ._. ... _ . .__ fit' SAN M H , t r 58� Yr RIM 233.98 �1 d ;< r / v . , . k M•H / A �r,u . ...... ..*...... 1 0 .INV, / / " - , .. �? r t 228.. Ur J �/ X, r /' �y� � 2.�y3'.'►1 7 Gini' ,' r' i ,X\ ,`� • ,;• .. ., J`,�'��. ONVi••.',220.� /r �j Ott, O F'E.cithl f hKi . —�, X! `.`' T I ISI ("I B (_.� I L D I N G sly I�..MXr' t�1. Via, ... I. !' EXPIRES 12/3 1 /98 4 Pte` REI,ISTE:RED Jvb AcW �� u�]IC., t PROFESSIONAL EY... NOTE: .._.__..._.______ ___ �__ ___ AND 5UF?VF YOR i 1 PROPERTY ELEVATIONS TO Li GS DATUM GRAPHIC SCALA; BASED (>N O,D.O.T BENC.HIv1ARk. J T.L 1805 NW 1/4 SW 1/4 ;iE:t: l'ilN 2, T,2: R.IW., IN M. P209 BRASS DISC AT NORTH t'NO ,� ;a � ' SEC MAP 2S 1 2 C R CONCRETE" ENTRY 'STEPS TO (;,F '° ° 11 l r ! TIGARD SCHOOL WEST SIDE 99W. O .EGON im JIM - JUI.r 17 1981 ! rl J ELEVATION 210.(3y CHRIS FISCHBORN t� c. SITE T.8,M P K., NAIL IN AC PAVE.MENT � ( IN FIIMT ) t 1 ►944 TT L 18(?tea � � � __..__ _.__,_.._ _.._._.__._.. 6i WEST AND 6 NOFITH OF NORTH AST RENEWAL UATC 1/!/9P, I inch -• 20 It, r TOTAL AREA - 42,504 SOFT. CORNER OF PARCEL I. ELLVA nON ',M i PARCEL AREA 1 z 27,936 SCJ11. PARCEL ARE .+ 2 � 14,567 5t7.FT. + SEWER INVERT ELFVATiONS FROM SITE. SURVEY BY OTHERS (M H. 1_I0 5OLTED CLOSED) JOB K �nN N, ► 1'Wy¢I, DA»� M, t EXISTINC; 'fOPJGRAPHY & COVER SHEET D2„�a ►Y Or TlrARn rnMME N TS ” �, 20- 9A. , ZTec ENGIN ERS) NC* 7T =71 021 19 FOR : WATERLEAF - 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 , PHONE.- (�03) 2. --,��5 CHILDREN S VILLAGE DAY SCHOO1 T cv FAX . ( 50".3) 233 -- 788 — - -- --_ ! 1998 LTLC CA;' Fi� tytt w. ._._.�. .,_...,............._- 10400 S.W. Park Sircct SIT 98-0012 Page �) „t' 17 wFr,r-wwyv+rK*�•"9�41rp►.r.�..�,.mw. .. ,. If* 111iN nolicu appears rlcarl`r 111:111 IIIv JUN 0 2 2000 documc11l, Ili( doc11mcnt is of n1:1r1!inal Ilualil�. 11111'fl)1111111'11 iE1�t.'j 1-�1f1�illll 'llfjliill ' llfij I I'' I II � t { I lit �'14!I( Ilillilli !fiili ! ii f tit; ii ! Iii ilitl ' t i I i I i i I II iilf'ti' •I '! � � � I ' , i ! I � I � 1 I' I 'I' ► i, 1 ,1 � i , , l � ` rl ', i l . i 'I �,r; ;,I� . I,i�l . ,� ��l,; i li�iiil� i,�l �i �I� ,{I�illf ; , �,!; ,��;��Ili; �, � 1ti�i �IIIt ; I � � �, , !��I,I�•I �, UnAftINCH ( MADE IN CHINA41 I{ II IIII I!! i!I !I ililll lIIIIlIII'! Ilill illi 111 iii',ii I Ili,il i Iiiril I,'lii Ilill I „�, rirl I ,III • . Illl.,r.11lll.,rrl ,,.l...1.�l,,...:l:Il.,..I...,I......I..1...ill.l.....'iil . ..tlllillllll..11il!!lIlli.Il...,ill1l..,.,�I,I,...,,il!!!!!I!!��'ii,i�ll�;•rr.EI1!!'!'.!Illlli!!"t"!.i!"I.1'II�"'tl"II�!{!I!lRiit!lIII!!!i!"I{Illi�„I,!!: �4 1 \ 1 e �\ 1 RIMS/19 85 I , e � • I .W. aR ST. I A( 1 i GR A Vf L I ! GR A JEI» 1. t ; 4;A SA t - __ _ _� _ ter+ r - A _ _ _ )A _. `,.,g S _ EI6E 4C* P A of Mf:M T r �t�__. _ .. . _.r, A _ v� t _ .....- _ __ _ _-_----_ -- ----------------- I �. ,p._.-w.__►-_-.� . _..------_•......{.w.. - --- •� —._._..__r ,..-__._,�_...—.►._«.�.w -------r.r......_..._----� _ _ F:D(ic OF, PAVEMENT EXI'aTIN(; 8.• -.j7410 _ �... - ....._y ,�• � __--•___._... �, ..�, `yea I i 1 ___ K .. .. _ .- .. _, _ _,,, _ .. •. T'--"_ -a�r�z,. ... � � _..... �� 'ac_"_- amt_,.-�- - . ,.._ __...•�' t TING X; . G E-WAY G _ MAP 251 3D A - T L. 4700 EAST 7757 x yy 1. a j --- ! It _7, I 1 •. r, F,1 arv'� I= S'y y• 1 f �1 .. FF 2300 ._...,._M--__�rw-r ... ''� � `ti ` t\ • y2C E r UP W L1_ _ ., T •1f A n y'c~, _ d RIM / . / I EXISTING HI.JII[��lNC� ; i E LNIOTES: 6 THF ES:' FACILITIE'S SHOWN TIN TH;S PLAN ARE MINIMI1M REOt_IIREMENT FOR ANTICIPATED SITE CONOIT11 j i DURING CONSTRUCTION PE:RIW, THESE ESC' F .AC,ILITIE; SHALA !3E' UPGRADE-D Ac, NEEDED FOR UNEXPECTED STORM C EVENTS AND TO fNSUPC T14AT S10IME,NT AND (SEDIMENT LADEN COlVSTR�I�:TIt�I� NATE : I cONTRACTOFk SHALL INSTAI.I. AND MAINTAIN EROSION,/SEDIMENTATION CONTROL DURING WATER DUETS NOT t.EAk FHlE SITE, I ,A-, 'ST(�U(:. TION t,ANY TIMI` ()F i1TE YEAP) PFR Til-417 "EROSION "REVFFNTION AND SEDIMENT CONTROL J. THF ESC FAr'ILITIF`: -,HALL BE INSPE:C;TEU DAILY BY THE APPLICANT/Ct)NTRACIrOR AND MAINTAINED A'.� NE:CI:SS,AR't PL ANS TECHNICAL G111QAACE HANDE3(_N�h." DA TFD F[BRUARY 1.494 AND 1)NIFIFT) SF.WERAGE AC:ENCY'S TO ENSURE THEIR CONTINUED FUNCTIONING. IN�'TALL do MAINTAIN SILT FENCE r)F SIGN AND CO NSTRUC.ION '.,ANDARDS, R&Q 96. 44, CHAPTER 8. 8, THE FL•C I AC:ILITILS ON INACTIVE SITES SHALL Of IN':PFC.TFi ANC! MAINTAINED A MINIMUM Ch ONCE A MONTH OR APPROVAL OF T` I�_ ( Rr.'�',If)'a '�>E'DIMENTATII r;nNTROI. (ESC) PLAN D�)E:�� NOT C:C1N'�T11UTE AN WITHIN 24 HOURS FOLLOWING A TOftM EVENT. APPROVAL UI'- PE.ti�MAN NT ROAD OR DRAINIA(PE: DESIGN (E.G.' SIZE AND LOCATION OF ROADS, PIPES, RE:STRICIUKS, 9 AT NO TIME: SHALL MORE THAN ONE FOOT Of SF;LIIML`NT LSE ALLOWE_C) TO ACCUMULATE WITHIN A TRAPPI D CAT(;H 1N'; TAi.I_ � MriINTAIN GRAVEL COti`FTRUCTIQN ENTRANCE -• ,� �- IN I XI;T& CULVERT RAVELI C DURING C)N5.1*E: .HANNEL_S, RCTENTiO N FACILI ,.I ' . U T! i i i 1 1 NkG vAll^t Forluw 11111 BUTTONS t 1 S.W. PARK ST. A I I A.i Il ! A t t;RAVEI i GR/,VEL i i GRAvt l_ 04E. OF f A 1fE�lAT .rte � 1.1P , _.. _ , ,. j A _ TRiAMGIt _ (� Ia LIP 4 t ,o t t.. OF hA'JF M[14 i E kI`,TIN ;• � � A F�+��'''I[' [,u � - _. __ -. etf _ ..- _ r �.._.�. _ �rir w v •t,w•,p,St,��,...�,A V+�,G✓��Yti1i'N�• • __ .•_ r. 4 `rT,-�� 1• . )' �.�... .�.` � � S.-�' .L.' • :L- . , �•. X,��, y • ,• .c, wrawc= -'�"a.ac+s•sc. ^ / - Y,.r,, _ _ _ -. ZZ LXIS;CC 44p _... ..- 1 lATCH F3A51 I Rim 40 MAP 251 3DA _ .-. . � , r - - __.. � ! � � EASEMENT T L 471 -..._ - __. f�.w� �. � r�.�.�go . r�� i i'1 / 11t.i�YY �.. • ...- `mow,.-_, ' ,. y �•,_ _ --_--_.. `•meq I fl I� .r. i � J !� ;�.1' �'� • / 4.. _ 7 89 ON l7 111 PROPOSED BUILDING I ,- r.�$�. , adz +,�`�� . �.� ' - -2.,c4._ S d• _ FINISH FLOOR -- 229.0 � I{ .� _. .... �._ now- 34 TOP Of WALL RIM .3398 lr 4. Rim i t5 St hfk EXISTING BUIL-DING FA ' « -_ r LEGEND _ G RAL)i NG (FLAN N . OTOS. PRC►POSED CONCRETE A SITE )REPARATION PER GEOTECHNICAL ENGINEERING REPORT, PROPOSED A C PAVf:Mrl4T 1 ) EXISTING GRAVEL. 'IRIV'FWA'r 7) 8E: REMOVED. H. ALL SOD, H:?USH ANC) UF:BR1':�, WITHIN LIMITS OF THE CONSTRUCTION AREA SHALL BE REMOVED ANU DISPOSED OF L`�1 t.c1% C. PRIOR TO AN t C•IJ T OR FILL OPERATIONS, THE CONTRACTOR SHALL RLMOVE II TOPSOIL AND RESTORE IT IN AN AREA �_--- PROPOSE:[` ONSITE t:UF2f� RFM'lVf EX!�>TiN�:: Il" APPLE '';Cf. RECEIVING ANY GRADIN(: THE THICKNESS O�' THE TOPSOIL. IS E•XPfCTEf� TC1 BE SIX fNc';HE'S, RtIT SNAt t BF nE TFHMINE ( r� 1 THE ENGINEER IN THE FIELD, (]� r'f?OPOSE:D CATCH BASIN Ok' INl_E:1 STA131>rIZE ANq PROTECT EXISTING U TlLI T Y F101I L CUN TRACIUP To REMOVE PRI~VIOUSI Y P'LACE'D UNCOMPAC;TE-D FILL AND DISPOSE OF SURPLUS MATERIAL 2!E' UNSUITABLE DURING CONSTRUCTION, COOPDIN A TE WITH MATERIAL. OF'F51 TE, Xy x. 1I i.I T Y PROPOSED FINISHED A C. OR TGF E ALI FILL SHOWN BY THE PROPOSED CONTOUR ON THE GRADING PLAN OUTSIDE OF THE:. STREET RIGHT-OF-WAT SHALL BE A OF CONCRETE (JF?AC1FA ) INSTAL!, MAILBOX WITH 5' CLP STi?UCTUIYAI. Fill. i(� '►tf ELEVATION 1.0 FEF1 MAXIMUM HEL(L)W PROPOSED (.0NTOLIRS AND Sti .1 BE (-OMPA( TED AS, SPE;C•IFILL) SIDEWALK AROUND BOX FOR THE STREET SUBGRADL. THE REMAINING TOP 1.0 FEET (MAXIMUM ) ;HALL BE THE TOPSOIL PROPOF,ED STREET TREES F ALL AREAL; PICE1VING STRUCTURAL FILL SHALL BE ;TRIPPED T;? MINIMUM ':jIX INCH U,--PTH OR TO FIRM GROUND AS DIRECTED NORWEGIAN SHNSE T MA" F. BY' THE FN, ,INEEH 30' FROM LIGHT, r; E'I�B Nig r r , , � r (7UT`.;11)E VISION TRIANGLE: 3" CLASS 'C' IN LIFTS MENTOR �TRI..11'TIJRAI, FILLS FOR ROADWAY CONSTRUCTION rp F'IL-L. , TO, BE (ONSTPI.)�.T�:D ON 194U� LDABLE ARFAS S SHALL BE ANDUT DE I +tq' APART CONSTRUCTED FROM EXCAVATED MATERIALS AC•CEPTABI_E TO THE SOILS ENGINEER AND SHALL. 13 BROUGHT TO GRADE IN LIFTS NOT 2" 3i4"-17 C-R. ROCK BASE r0 EXCEFF+ 91" LOO!A ME_AS't.!f�F EACH LIFT SHALL BF COMPACTED TO 95 PERCENT OF MAXIMUM ''1FNr,ITY Ar, ORTAIII BY ASTM D-1,557 COMPACTION TEST. __ _ -.�..�• • _ _-,_.._.�-_____ ..�_.. ._ ,._ H IMPORTED (;PANIJLAR FILL SHALL BE LOMPACTEC TO NOT LESS THAN 95% OF MAXIMUM GRv DENSITr AS DEFINED 8Y ASTM D-155" GRAPHIC SCALE ,. ., ... _•._.__ _,. _...�_. ': -' 8" 1 1 /;" 0 CR' ROCK, BASE: I IF SPRINGS OR GROUND WATER ARE ENCOUNTERED ULIRiNG CONSTRUCTION, THE CONTRAt�TUR SHALL ADVISE THE ,OILS ENUINEEFp 20 40,o AND CIVIL ENGINCER OF' TIiF. (70NUITION FOUND AND cow)INATE NI; ACTIOTIFS iN A MANNER THAT WIL1,. ALLOW THE ENC4NIrER rc .._-. C•CJMs'ACTED SU6GRADE TIME TO REvAEW THE SITUATION AND PREPARE A PIAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. � ( -- - -- - -------- TYPICAL j ry.� DA � r �1 r �t .J. CONTRACTOR WILL PROOF ROLL PREPARED PAVEMENT SlIBGRADL WITH A LOADED DUMP TRU(,K, THE IFS1 WILL 13E WITNE SSED BY I IN t'l1 JT [ PIC,A�C.C�N•SI1 G [A Y J 1�1 S,C.•�'� lV INSPECTOR AiVD UNSUITABLE ARE4; IIDE'NTIF►F•n. CONT!"'ACTOR WILL REMOVU AND REPLACE+ WTH i,(.)toPACTE0 IMPOPTEp OrRANIJt AI? 20 Yt, �_- _ - `—• ----` N I r MATERIAL AND OR GE,OTEXTILF FABRIC AS DIRECTED PRIOR TO REPLACEMENT ()F BASEROCK. ( EF BUILDING P, ANS FOR FLOOR `';LAB `SEC TION) `Yk R1VtstilN (lY rt'PROYET. DATE �)Iww D. A C SURTMI 10 1�O"`�� ... .J rY Of TIGARD COMMENT,, 10 () �J r\�' N►'' hF ,i Itll GRADING PLAN C f , ..,c E RS NO ....... 'ICAII _- FOR: WATERLEAF 1Na r :ate 373 E. . X31 H AVE. ,� PORTLAND, OR. 9 I2.U4 pC A , VILLAGE / I /► /� n �/ /�/� ,A.'a� �t ' PHONF- (503) 3' - � 71�c) CH ( �_DRC.I � S Y (LL.r1t�E l-� A i S�.rH �.J'�JL. II 2-313 -- 788() / r .. I J �).' ' .-MAY <h �. Ai) i-11 F, EIy 1 ,�11( CWS � � - - �.r�.++..+...,..,.....-•.-..+..�.�r,T-+wnri �.�r++.r.Err.-.�..�...�..-+............._. .� .� - +..+r•+r 10400 S.W. Park Street .� SIT 98-0012 Page II of 17 If this notice appears cl�.arcr Than IIIc JUN 0 2 2000 document, the document is of margimil quah,` ' 1111crollhiled I HIT1111I111 ! j!!!; !illlll i III�IIIi1; 1 i! ji�!j !I!I!IIIIIII � lj!II ,! IiIII!, I fl�III I iji,! ! I �Ij I! illj li iii II ,, 1 I�lill ! ljill,l I IIl(! i;lj ji i;i �!II Ilii! i I ! i INCH MAGE IN CH CNA I I i• t 1 NG NEE I ! `1— I. I.. I t I 1, I ,. . l�, ,., I. I.. III it j I II j ;IJill} 11 1 Iw!, I iii} n111 ; -Ii iii, 'i,1,md l!Oil !ii i ,illi tn. I, ni' it iillll, IItI,I lint, 1 ti it 't:' t' I,tlt+l +, nnitll e„II, „III1� !U„ t,ln „, „ illlllll{ I ,Ilt II I!l I�! II, ,!l{ III, I,II,,, }III. „II, , .,IIlI„ ,!!lill. ..,:,.,I,,., .LEI (!!,l..,....II . . Ilii..llil,::t!lL.lillill.,,.,,,l,.,,,.l111.., fill ,) 1111lIln,l,!I '40 0 cam 11T1! It)k;f EXISTING (RAUF z ,; A SEMEN' d ti. • AT 1,0U TH WC,H l-pt-WA rr- a (NO R11i PGQPE:kTY UNE) cr pkop(6w lop F t l EI f.Ft ��, 1 ____.. _ _.___ -'::,' '_ _ ;.�__.__._ •_ --- •-,. _... � r '; )R ACE � � "i __ -- �- ,I �1: f 1 TA f L U. ti' R 1 'N' 41, Tt RM M . RIM 22 0 3.204 ! E IN LUG 3 fN(F 1 ft LAJ _4 �j Y ' lJ Nf � s>� :,TA 4+81, 16' RT [XIS TIN':i STOPM M.H #1 d I RM 221.16 6 1 F IN' 214.4Q(�(),S) I11 f IJP I tN f .g6 )PLUG AHANtJ014 „ I t -gas HIGH DENSITY' FC'LYEiNfLENf. PIPE (HONE) SMOC)1N INTEki(1Ft, C:GRI?UGATEU EXTkRIr:II? it4 I. IN 215.2O(W 2" ►.E OUT 24.y6�E) CONFORMIN(; i': AA4417'i', V2)4 W,!GASh C tED X.)INTS ANU CLASS '13' EIFDDING & HA;;'KFILL M I t rn ,T r� 1 J (14 t + C,4(N CV 1-4 1.11) 2+01 ,3 +V) 4+00 twit) PROFILE - S.W. 'ARK STREET CONSTRUCTION NOTES: HORI,' NTAL C, L ROW k, W I � - 3*OU, 16' R T. , ( ! 4+71 �'fi' RT, (5� (9) 4+ 46, IEt' RT. EXISTING EXI`.; ING DITCH INt_E_T INSTALL 12),6 TEF.- IN`iTAt_i. Lx(i tFE A.C. BERM 4' Core GENERAL NOTES. LEGEND. REMOVE GRAM HA('KFlLL AND ABANDON �C1NC STRUCTURE 2• WN. 3/,C-0 Cit. RACK . . _ .__ _. .. __ IN PLACE BY FILLING WITH CONC. SLUkM`I (61 1+4u, 26' R1 INSTALL DITCH INLET rw10) 4+I3 J +\ 14. _4 • Ct11APACTEO SUB GRAM ___ OR REMOVE AND BACKr'Ll WITH COMPACTED '" MAT ,N EXIST. CURES ac SIDEWALK F;" LXPOSURE I ALL CONSTRUCTION IN RIGHT-OF WAY TO CITY OF T"IGARD STANDARDS. � � H TTQM OF GRATE ?26 15 EXISTING A.C. ---- lfi PROP©SED SIDEWALK/DRIVE:WA i 3/4' 0 GR MOCK BACKFILL. ' TO REMAIN C L r IU I.E. (N W ) ..24.6U '� '' 2. CON TRACTOR ro PROVIDE TRAFFIC CON1ROL PLAN TO CITY PRIOR TO �_ _ , � (I� INSTAI L MAILBOX EXIST A ,,,. i I CONSTRUCTION PROPO-_XD A.C. PAYING - STREET �� PLUG AND IN IN JON EXIST 1Q PER CITY {JF TIGARD ST'D DET,,' l - [_. __.�� 5 i 7RM DRAIN IN PLACE 7) Q+00 TO 1+5' ` PRO\ADE ADDITIONAL SIDEWALK ry\ 3 NOTIfY CITY ih PF:C'f+7R tE 35 417► 7.4 �iC�l)R� E?f.F�F?E STAFtTthf, ANY BY FILL NA CNH CONC. C. SLUH FCOMPAc COMPACTED � ? FUTURE CURES ANLL `i1�1EWALK 0 5 CQ AR OF BACK OF BOX �� ) ftY OTFIEHS AROUND i~+F,+l_1[;'•�l, SaWCUT EDf;E - - -. -1`_ PUBLIC WORK :S/4 -0 I:'F ROCI,. SACKf ILL l} 4 PRE.LOCATIfyN OF EXI aT1Nt; t;NDf.R1.;RUUNi:} U ifl.l TIF , i`7 FlEc'1UtREU 3 REMOVE EXI�,TING 8" c;TORM DRAIN ,7' �, `� 16' t t7iNt kf iC BALAMLL lrillH COMPACTED ( �J 6')%6* A I`.. IRAN,-,!TION PAC) TO APPROX PED _ PRQ,POSED §ECIION / `I PRJOR TO CONSTRUCTION WORK. AND BACKFILL AREA UNDER FLIT RE PATH Qt;TTONS l 1 � S�pEWALK GRADE. 2 - cL. c' A.c. .-- NAT,'v`' r+IIL, u� IIAPORTI� ,� � ,' 2" - CL 'fi' A.C. - t GRlVEWA'r WITH Cc�MPAC D .,, A (7 LR. ROCK 3 3/4N' C) CR, R(}CK EX15T►N(; 3/4.4) CROSM RCK9 UNDER 4 2- 3/4"-0 CR. ROCK �` ;A M \\ 12" - 2 -0 LFL•. FLOCK 6 WA FE R NROP+U D NIVEWAt ANO � 4 EXI;TING i.)IIt_ITY` PCILF 10 RE MAIN 6 !-I%.' U CR RC�(�k. N , H ^r,�toArrFn SI,18GRADF �JE)fWIU.K) ± f CAREFULLY BACKFILL NORTH SIDE WITH RIM 219.85 `,,,•_.NEW 12" ' f ciELE.i'T CCS APAC TED NATIVE MA TUP!AI \ £�l"' IN (W1 2116 TYPICAL�i�rA� �7E�iT�ON STORM DRAIN I F3" I01_ITW(6 211.0 t __- __ _-- __.._ — 1.L'".2i + l J..._ ZZQQ a - _. PEU, PATH Fii(�lNF f!c r?tITTONS "�STORM M.H, IreS.W. P, i�'"r §T. I , , ► � i � � � j s ! A C I ;;{ ! ► I1 1 n , k I ! I (-PAV1:l I ! c:R�.�I I - ... ._ _ — _ - - " •.-- - Rte,} I l rA_ ,� C,1F �AVEMfT�� •r { � _ 1 nc �-o- ----�---- _ \ _ �"�' YY_-.�___..a.r►.w,.._ .-__.. .-__..._...r". ..{�{__ __.... ._.. _^41 .....,A _ .....� ..... rL tel''_'_'_ ••�►'«•� .. w•. ...+.,-_.. ._.._•+n _ _ �..�•.. .' __� T `� �,_.r-_ f , SAWCU T LINE 12 ------------------------------ . ,• '"" _ - F F)fE Or P A VE M F N T Y*.�.-ar--�"® ," - — ._ y�� • ..-�....-�w.�•� .1rh...•:.`.1..".•...e.........ry....... fN..r....+..�r►+�rs.w+N vim,,.•au.,.r•._snr,.•'+pl'.a.....r.w �+ • x .. ... - � ,. . ' ' ._ + . � � _ }..�L �-z• .#.:.. ..-_a- ._ 1 ___ _.�._. _... K » D 1 .. _......-.....�......._.... --'-------- --7..-• ....... . \ ...s . .--=e7 -,:a."7,., -rsas7s-.sr:'.�.nmftft�rs. � _ - . _ -_ , _ - - -r,X1'�TING 51 WA � 7 I xfSlt TOE' ( - ,._».,, ; �-� = 5 .t wlLx •� �` �: •.� .�tt1 EXISTiN t, � � { ,. t a �tit;H ;Ii', r 1C' t,"rAV'E1 '� ; ( Id`s _.. ( a.� I i tv _. .. _ _._ _---• _ -' — Dp1IVEWAti I N _ _ �. J1Wr• T• •1 ) ' r. � E A`aE:ME N i MAI' 151 30A ( _ _ .. ,_ -_ - + �� :,��.., '� 93-67757 t )0 • _....... .... _ .. s�+fir _11 _ .. `' { rrl C40 �I _ 4r' 1 _ I ! 1� `.T.fit:. �, f JK r.�Q ._ _`�C. j-+ ` "N t far 14 8Y APPROVE) DA'ITC � � l�j Dm-S 1 i Z' i __.. _ .._.. ___ .. t+1'111 h _____.. __ ._.._ Joe ) I ---_--- -- ----. �frr, --~' STREET ! M R R 0 VE M E N T .I. CITr Qi' Tlt'�Af?t) COMMENT" !�� `� .:�U-9 t � F � , !MN ec 3737 S G �311 � AVS 'ORILANC� a + � ' 'c-,A, FOR: WATERLEAF ARCHITECTS :1:T „ ,a , - rHONr. : (503) 235---8195 CHILDREN 'S VILLAGE DAY SCHOOL. 4� � -- TIGARD , OREGON C3 SAX ( _ �.�� 23.3 7819 ... ...r.... _._. _...�....__..-_. ....._ E:X P I P E S i 4'. .5 1 $ ---'r DA111w:` t Ca �. Mn 2P" 10400 S.W. Park 5trect SIT 98-M 12 Page 12 of 17 If this police appears clearer 11+,111 the JUN 0 Z 1000 dicume11t, the document is of 111.11-0nai (111:11 . 1111C1,01,11111c l ' iiijl ,iji+l� li I Mill lljill;l I ' Ijlj!Iljlj j. I, f !tjtl�jlll. I INCA ( MADE IN CHINA d. stn 1 �__ --__ is if 11 a if� - - - n 93-- -- � !F-- – — - y.� I I II 1111 I 1 Iliilll lilll ( 1111 lilini li tli 'itiitlii lii iil nl tlli ,tiiil ',u uii'il it �ii ' !' i''i ffl Intl 1 Ut It 1 'f"+ ""I 11t1n1 1 {1,11{1 t un t 1111111 Itt„ 11111 to nt n (n , �: �Illlillll�ll,1111►I.•IIIIIIIIIIl,�„IIIjII,I,J111j,. ...II..„.I,IIL- ,II..,. ..lII!l,,,.,.,ll..... ......... . . . .I. . .11, .,.I... lll„ut,j t.11ti111{1,,.1!11 II I� ,.. I i!. I,III,,. ,,11 I ,,, Il,�,j„illlllltttllll, 1 yy { I c i ........... i w � U7 t7 �U L i i I i I ' IL �4 2Q .L� .I�S).� CA1'('N f3AS4N NI)4 "w TIT:+AI?D'At Lir* ADD PLAT R 'W (1906) ktM 12t).9ii i �' I _ . -- ._. __ . . . NacT•z�a'iI.,L ,"!)NT"r RU "/W (1936). ! t - I,l� T w MA',INIxE �. I k1m 2zti• I �� __. `�Tu1F?M M.H Ili- ! W. A J1 . 1Y 1E IN 21786N, I M I J t I q I � I A (` I A L I GFaA`ItL ( � GRAVEL ( I GRAVEL ( - 11 i t., 0);T 214 J I I A r _ - E t ` — N89*3 : S. PARK ST EET (COI)NTY RD. NO 1320) ( ;r7`1 4) � '�� ""- MANHOLE _____-_-_______-_..------------ -s- _ _ ')tTt +.?F PAVEMt.N t _. ... _._ _ - r s _.. . ,. ... __ Y� tr I - � _ ,y _.... ....__ •ice �..�.�.,y,v+r.�...r..L,...�..�....._x...1..+T��_'-1___�a.+�ra�+r4�-A-�++rvMrvw.-ylt�vv �a �•�•,�w,wo.r��•'"..-'-�•�---..::��--� ,+- ' "�IP'Zi�' Q � ' ' ,� .t 3 _ ,... .. J 00 16 In --Amw Lag EXISTING CATCH BASIN + ,c RtM 220 35 OF BANK 1 F�'F'Gh'qVf L - '� c:U t VL R T T u ®" !f. OUT 21485 cam, y., u, ` _�. GP1VE WA'r 9E' REMO o) ` 1 .L � MAF' 251 3LA ;� E:ASf':MENT T.L. 4700 xe i d I - ^>�!re�+ltt:-�:r+t�_ t�_• ear .. .. .,r^��IItHtI'![�__.l ;' I� - 9:3-& 57 J ti r 1 .. . ._ EXISTING DIT INLET - _ _ R1'M 119.56 / f ��'' �, 10' I.E 216.91 - �•� (TO BE REMOVED) 11..11 /f, N ��•®_1 4/oY to t`=_--- :.___ w:.,iii::.a�'>rc— _tip_sr►+ss':k� _;,:_____•-_----�r� - � � • � �, �\ ,�� r P'�, �` \ 41 T�. J&)4 _ • . - •.n r 1/!.11 ,/• • -.. a I*iL� j f SEWER I W(:)Rl,, IN PUBLIC SE''*_R F ASE.MEN I TO CI? , OF TI GARC' PUBLIC WOPR 1, �TANDARL' ANC) llNiflE fJ .E 'NEPA E A4ANCY K'Ei,;litREMENTS, E X I J _T I N G BUILDING 2 �FWFR "•;f_hIA� ES (IN fF,; To RE TO CITY ()F i( AR0 BUILDING; DEPT PL'_IMBINI; CLIVI+ION .+TANDARDS AND UPC k.EOUIREMENTS. INSTALL PVC ASTM 01.3034 5DR 35 PIPE TO 5' FROM BUILDING. SEE 1 BUILDING PLUMBING PLANS FOR REOLIME'MENTS WITHIN�. 5' !)F BUILDING_•� EXV3TING SAN. M.H CONTRACTOR MAY SUBSTIME ALTERNATIVE PIPE MATF'RIAL MEETING EXIST INV. OUT 220.4 (girt-() REQUIREWNTS OF IJPC WIT4 PR'IOP APPROVAL I)F ENGINEER AND CIT'r' VERIFY PRIOR TU CONI,,Rt-1C 110N) OF TIGARD PLUMBING C)E:P T. ? SAN. C fJ. 4. A SANI TAP -, >EWT.R r:ONNECTICIN PFRMI i ;t, REfjU!PED TO BE OBTAINECT RIM 2",' l: FROM CITY BUIL�INV2 (LE'F'T BI FQkE CtINNEC TING BUILDING TO SANITARY I r 2112 .S EW9VER SYSTEM ,. I.E. 223 5 (VERWE LO NC71 ON DEPTH WITH ETU PLUMBIIN, PI_ANC) WATER (4 ) 8", 1 112" TAP WITH STAINLE'S STEEL I __..._WATER�SEP\/IrE Hr' TIGARD WA TE P DEPT MAIN PPF.SSUP,E 6O TO SERVICE '3A[�C)t.E CIT t TO INS•rALL `_ERVICE- ��. SO P.S.; FROM MAIN TO MFTER LOCA110N ...._.._. AL( PL)8LI(' WA'Lk MAIN Ar 1ERVICIF WORK IN PUFitIt� t?IC,ItT-nf--WAY INSTAt.I,. FiFiE: H rpRANT iyf2lpR TO ON 51 TE TO TIGARD WA TFL? DEPT STANDARDS. I/ WATER ME-TIER trFNTEP ON BUILDING �()N`ITRUCTION iN`.aTAI.L SUFFICIENT -� RIGH OF--WA ► t INE PARK ;TREE T WIDENING MEASURES TO 3. WATER SEf�VICf_ iN ►�+uHT-r3E-WAY TO HE: T'Y'PE 'K. SUE T COPPER TUBING, SI, Ct'FS41ILLY INSTALL F'IRF (Tt`DRANT I-1 '2" DOUBLE CHECK bAGKF-L(-'W E. '.i. STORM GQAIN AN[) DITCH BACKFILL . 4. WATER SERVICE ON ,I fE P�FVFNT()R IN VALtI.T PVC ASTM 0179 `BCH 40 OR T'IPC 'K' f�OPPER CON rRAC�TOR MA ( SUBSTITUTE_ AL IEf,'NATIVE PIPE MA TILkIAL. MEETING 7 ) I-I/2" DOUBLE CHECK E3A! KF'LG)W RE�7lI1REME'NT OF I.Ipr WITH PRIOR APPRc)vAL OF' EN�:INEER AND CITY P r ANT(�R N VAI-11, T ON I. ANU``( APE' RE TIGARD I'LU F UP G�EF't. IRRIGATION SERVICE GRAPHIC �"A1.� ( ) Sj V a6 FI_GxMLc� ASE VAI WITH s" M.� �aollq F�ET•)DI PIPE, !-WITH IMFA AI.' 10' AND FIRE HYDRANT NOT r _-� IN5TgL1 NON- ME TALLIC PIPING FOR WAILR, ;;T,:.)kM & >ANI T A' FWE R (9 IN.,TALL. NEW FIRE HYORAN ! REWIND _!TIEWAI.K S_Y�-,TFM WITH rC)LORFD 18 GA. TRACER Vli+rtf':, GRUEN FOP 't ANP E T r' L f t IA A PER UPC! 101�$(t').Nr AN SANIIAR I QLUE. rf,IR WAAT (I(yl INSTALL INSE F7TA TFt4 PER I►'";A 5T'D Df..TAIL, OUT. ME TF 17 PDX OR P R(�F' f inch 20 it SANITARY' ".a[W[.'R CONNECTION P I?M!T REQUIRED AND 1406(8) '• Oym HTI LE -�` Ii!Vi51dN hl' APPR?)VFU bAT)r 1RAWN 11Y DATE o 1 ! :ITY bF TIF:ARF) MMF_NT7 .. )M 2:!) 98 Ct✓� N ,�FRECKM MM !' SEWER AND WA EER SERVICE PLAN _._.... t i.. ec r __ . _. _.............._..�........._�... _._...._.�.�. ..._......�.._. _...._,.._ tl NO I INC,, .E fJ: 1 191 t 1 .( FOR : WAT R rC F .._... _ oIv 373 S.E. 8141 AVE-, , E= ORT�l_AND, OR. �..� H T ti"I' ► 14.N� PHONE: (503) 235- 879-ti CHILDREN 'S VILLAGE DAY SCHOOL �I•�,,,,�'I%- F-A X. (r,0 �) ,75 3---T.��8 9� C5 LXF P! I DATE MA'Y ��."1_�Ir�"rV�" MY_I�w+r_ ...�_•rr,rwr,r__• ___�.+r.�.�.,."_. ...._-..w_.. ...wrr..._.� rrl�riirrr ' 104()0 S.W. Park Street -- M��........._..._..._ _._...,.�..._._.__.._..._.._.__.,._._._ ..._ ...._.__._._....,__..._ _....._......... _._._............ SIT'98-01'I Pagr 14 of 17 If this 11olice ,I1111ears clearer 1111,11 the JUN 0 2 2000 document, the doculuc+ll is of marginal q(I,lil.. microfilmed !I�(1�1 (!I ! 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C ' I --_ --- ---- � t I ), ( IJ1 Alt(- I'41P X R -AOtNTIAL j s L'Jo TRAVEk_>E F_XPANSI/)N j0!N TS: i �^ R040 l I GRAVEL CONSTRUCTION 1 TO BEPRavlaEo AT LAi:H PrNNT OF ENTRANCE TANGLNk' r Of- TFiE t_URL4 'Sc Ai UTHFR I LUCATICNVS A$ REOUIRED TO LIUilT THE PLAN C� IA!I (tt7Aµ!!N(i i!� SPACING Tt, A MAXIMUM OF 20 FT / \ _1 ,MATERIAL TC, Bi' PPF M01,0ED NON 0hTUDEG MATERIAL bYtTN A MINIMUM I r- • p t , ,. _, (�M - THICKNFS�• 17F 112" '� i _.._...._____ .._ _ -- --- -_ _.__._.____ _.___ . _ .__.___ _ .__ 8 RADF TPAVERSF l�(ATRACTICN JOINT-.' ri� � rr. SIDEWALK ADJACENT TO CURB 1 SPACING; RL NOT MORE. THAN 11 F i. � f AT _.a•.�.�_ f it.TER /--USE STI TC:HEL' LOOPS I L}F:PTH (0* THE. ,1pINr SHALL NE _"""" I f'I(TEP F"AE�P�C MATFFIAt1 ! AS1 UNI FOU Tli (+f THE CROSS- �. 36' NdUf ROLLS _ I'ABR,C ovLp .:' • F'OSTS LI BFC,T1OtVAL. AREA ,~...-,.�.... \, MATERIAL. -- � N+ ',TE fir. j ,E�(71( ;N ,1 I CONCRETE EjRE. AK!NC; `'TREN��Tt�. t" 7" - - ONCRETE SHAD BE acrd PSI AFTER 28 DA�Y`i, 6 SACK. MIX, SLUMP RANGE O 1 1/2 TO 3DITCH INLET �"LL� �' I'AwEl.s TC) E1E Ff ET l. Ic. 1 TtI 8f: ,501?f� F i l Ar7FR 28 PAYSEXPANSION JOINTS TO 6E PLAC,EU AT $IDES OF DRIVEWAY APPROACHES,R?' ' 1Tt VAtJITS. NA 1f.E.l.�::�►AI EtAMP( & sT SI�ACIN� NCIT TO EX�,EED 45 FEET � � •,......•�-"`- _. ._.,.._„-•••"'; .``' ---* 4 FC 0 WAC+•: ADJACENT TO THE Ct_IF+ A P T 1 `' STANDARD CURB , �:_ - � AND O}IJPEO A THE ;� aE TIME AS BIOFIL,rER BAGS ?H BE TWE.EN T LM SHALL. HE A TRCWLLE D ,)0 NT WITH A 1 M A ,. I � � I .' � .. ICJ$ PEFERIEWE APPRC-01) 8. DRAV& Of TEMPORARY i _ NI L1M I%� RADIUS i 1 - - - 5'MAXtMUM SPACING SIULWALK SHALL HAVE- A MINIMUM TH;Ce:N�SS OF 6 INCHES IF MOUNTABLE i C1 .�� '4'-.Wl (MOD i+� a I r. e'^ r c 1� t C1 TY OF TIGAIRU -' — _ �r.t }, ;J,owlrlj , /D 0% I� USED OR IF' SIDEWALK (a INTEND t:' AS PORTION OF DR.VEWAY rcA�E DATE (;wc CTi1EPMSE �,IDE*ALI% SHAT L HAVE :, MlN,I,AUM THICKNESS t a INCHES. I OREbUN N � ?-4-Y3 , ULTAIL%\V 09--Sttl'vwr' _ -- A'N Ta Fic X`F T:/ _ I I FRONT VIEW SIDE VIEW _ : t' �� 't o 'icy iN Duh. �I+A,� 01, •_ NDEC� $gACS OF SIDEWALP, � WITH x' DIAMETER PLASTIC; PIPE. AT 2% �L�AGE CONTRACTION JOINT TO BE r�r' PLACCD OVFi-' PlIP i I SCALL- ( NTc I 30'-0" MAX . 10*-0.. MIN ANGLE BOTH ENDS OF FILTER F'AWC (SEL IAAIE ) _I FENCE TO A`"uRE S'x. IS TRAPPED /ra N TC` : EXISTING DPIVEWI'I I yvkr BGFTr)M CIF FILTER FAEINIL' Ei` VARIF'S i 1 --yWff)TH VARIrr. MATCH GkAL;L i rtkorALLY BELOW FIMSHED CRADE (`BCE 1 AE1�l 1 - _. _. .-._. . _-- G._.-__.r_. _....._ __.�r-._�,_ �_. _._. _ TT --.___..__.. 2 I`r FIR. PINE (JR S EEL IvtiN i At' SAW CUT OR GRINDINC, /'� -` FENA POSTS F r' IR Lsc IS VARLET: I INTERLOCKED / \ MATCH WriTH / 3. STITCHED LOUII IS TO Of INSTALLEO I� I _ ! r 3T; ( 4Tkir'r AREA / QUT t STREET AREAS A _ DOVMHq•L SIDE cr S1tOPE -. -- I .ANO ATTALf� __- • Y __.... ._._ _ __.__. C) _ 1 COMPACT AU. AREAS ')r F'IL TT.R FABRIC - -a R UNE � T �A c (,( .4, .� --�.. _ .��s�•� '� ANN H 11 y •r s F.XPAN`.0N 6 X t" I NTS { `- RE:�UkfAGfN('. ,®AG 1f1INTS .- 1t) CCA MF "N p o ' CON-H AC Th. c SEDIMENT FENCE i �� -- rid••• e • CI0,w �`o `j I .ION T', + WLWALK �+�T o�c•• OrO"�►8 ArGREGA TF. BASEF OCk .._( i~t.1Rf1 TCOMPACTED SUBGRADE I c. i %if rf _._ FACE C� CURB L _'�' V A x. 14*-. � _,.__._ _ ___.�___ I o , ©A�:KFILI C' LOCAL `>TREETS Ir._ h" OktVk.Wt,, .I ti __..._� t „ � � / IE AC 6" ASPHA.TIC CCNICRE:TIr., LL� _..._ ... _..-- a MIN _ ... .. t �� j cQ AEI t" (1 ' 2' - 0") AGGREGATE PA SEPOCh r,, U`_A CX">11N1, t.Xii-ANS" .Ja.fi 1 I t u �� cj (.1F r,Nil 'iA WCLI T AND PLACE �It ot.Er 1SUFtf 4 (�` I I �t AN N JOIN f r 4 8 A,F HALTIC CONCRETE I F T x� uZ. C s.'•T.:�.'T^._".S.l.1•.t:,..:.5:•t3'•Z^S.—':.t .x .... 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FILL I'UAF3 ,(71N1 SNAIL 8E A TTiIJW(;I.EP .7),1NT WITFI A MINIMUM 1/2" RAOICI`, RUCK Tn F3AI;;Y. �F ^w,/W A(. y, ASP,tik TIC r ON 1,RF it ALONG BACK, CA ti.IJPB PEDESTRIAN PATH AF+ 4" T1 -1/�" d") AGo(.,RF(.+ATT BA`EROCK 3 EXPANSION JOINTS $HAIL rE 1124 PRE�MOLDI'Q ASPHALT IMPRE(`•NATE-r> -" ---- IF r,%w IS NOT AC•AINS? GUPS, MATERIAL OP EOUA,_, EXTENDING; FROM SUBORADE' TO FINISH rRA;.}t tkl. ROCK 2' BACK F'RUM CURS � PIPE BEDDING � COMMERCIAL DRIVEWAY PEDESTRIAN PATH G AN []) PAVEMENT DIG OUT REPAIR DETAIL _ BACKFILL DFT ( S .. Rf rf REPM'E APPHUYED (!, L�RAINM 8T _._.. ,rr •. — .-..--...-..._...__.__. r _ — p' REfERFN E APPReyro Rt DAAWN Rr �, '�y� RFTERTN�'E �PPRr7dCD 9Y ,aFANM yr r i C I T Y O I` TIGARD M ;tlw I P R(Ftk M�'L At`VR 1+�{(1 E9 EMS. INV By ',AA ''�"'' CITY OF TIGARD «��,!� ��•, c<NaM[RUw c'v N� � �� rrw-,o� (•a..M• � .� M #A 401k M�,L� ,,;, sCAIF. 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T \ \ NLE.AN.:x1 T PNSTALL A T.• N., ARE LIMITED TO EASEd1ENT AREAS WA;r„�.....,.,.,"..,».,,,,,•,r......,...,,,,., ,- - �l ti►+R!Nk Gp�I)7 j PVC HUB (AStM 3G.34 SUR. 35) A A ,P ►IA+ 0E ALIOWFf) ON A TANGARD .Afj1 IRON L)R1VE INTO UNICH OF NIJS&ER _. . »._.,._.__. TEmP'ORARY BASIS IN i _ -_...___ FRAM[ ANOc4?VER I(.£E VE AFTER .,L.EE VE Ic PL.At.E , rt w•v'll:ir!1 (-1F W,WAYS. 'sf.R l)RAMfIN(i 2!1<I '.,AA �� r- `.IANDARL, NANNthL IN HOLE= t;RAI)E PlNrr, { fI sa I STAN ESS STEEL BAND (9/16" Si' F+If. ;141t. ; �\ � I_,E'TURES UE'PCk HALF OfRUBBER SLf:FvE. TCI +!,E NON- Ap1+E'SIvF - -! 1! btt MHI+ANE I A'A ILIOTIGH r PIPE ►'L I� ' 1L HUB IMTH STOPS PROVIDE 1/4'MINIM V (WE•c.� rNO C4411REMOVABLE WATERTIGHT CAP � j .. .-•_ _ i,cAN,K I:CfAAPt-ETF' RUBBER SlSLEEVEiAa1t,A �.rANGAhIA I;AS) Ia1�N - n, INCLUDES A MOLDED SEL,MEN 1 fHA T HQLDI� FRAME ANG rOVER �.w...d _. .. IT IN PLACE ?e"x2H" NkAYT UUIy PLV,,r!r ,r, Dt I.;TIj E ►ht�fN I PEAR t1FAWING IbG-IJA /_._..._. _._ ....1 PLV,, Ofrhl TGF+ r CAST IRON GRATE I INI..ET (171QIN . _FT f'�r ._ TO FAI.11l'i:'1 NTH BICYCLE OAR OU TUT '.:tU6 FOR NO NUB l LE AN 4U r R. _ +NNECTOR CWRING —. .._..,.,.__.. ! SIZE[) PER PLAN , .. _... SECURE TO MH WvL.1 WITH I ` �•� , t T r I 5 fAtNLESS ST'E!1.. HANDS I ._ 1 ,�••. � i ,�'�-_r_ MIN 7" WDF.I AND ---ANI CriA Ti., BE DE EH ONE:r. dr { �"� � l • � �^• _ •_.-�''"� SIZE t!F C't'TL!..T 1:4'f. )' MIN d �,� 4'"-21" ,PIPE r 6G" LIA MH I i i r - CON".. I t rE Pisat. / :.4"1 PIPE MH (IIA TO HE OESII,NM ,IANDARD *014101"� --^ UAX SUMP DEF'T1� CAICAI Ii 11.1N 24"M�4 MIN `,UMF' VOLUME REQ JIREMEN IS I TINGLE FAMILY r7ES1DEN1;AL i 5 C.f/ACPE cOaGxCTE F.►rcASEn MITI TI 1 :rMU. r RE S1n('NTIAt, 22 0 CF/ACK ! 4 � 90TTOM Cll' 0011E \_ T 1 � FCtitt PLASTIC PIPE 3/4y'`' SECTION A--A C4,'WMERCI AL/INDUS TRIAL 94.0 CF/ACRt I " NUrF., I NU1E. ALL !N`.ERTA TEE HCAE.S SMALI BE MACHINE DRILLED i STANDARD UEPTH 36' I USE ONLY ON CONCRETE OR DUC'TII_f IRAN PIPE 2 METAL TT•IIGKNE V� 114' PLA rE iI j WKEK&H QU —UYUfA ' ® SECTION A A 3 INTERIOR & EXYtRIOP r"hATID N1.TE• GpNCP1E7r CWASE EryTIFeL W,T SECII xft AN() BC-Nt) If cONCRL 11 PIFF MANHOLE �� WAT14 ASPHALT PAW unified �. �� ►_ �� { '3TANDIARD CLF. AN OUT I N SE R T A, - E sewerage I I VA I& ageM PLAN a 10 A A� v"! q UfA SEF OVA WNG No, 260-51 _.••.•�...•-.- i CiFI FRAME AND URATE Soo y ,� • I F _......._....__.r.......__.,-..__.__.._.__...,..,......�__-......._---._. �_ . _. .._ .__- _ _. _..__._..__.__�_ .__.._._..._ i SERVICE LATERAL PIr�'E J SC.CUNE 7•a MV pL A(:C J • I SIDE AS SPECIFIED AGAINST 'LUG W/ I§ACKnU A - �►, ,, L_ '�T rel ,l' l TO ►'NE'VEN' PLUG BLOMIOFr '" I �, d •T� a-A •-----`.�rEE DRAWING NG 11U -ST • �•�.•..a _1.�A ..�!._..,.�1 _S Fop IrRAWC ANf) GRATF MANW)L,f UT'>rr,.N 10 CLWCkM { ! - UITC;H -- NIH ASTM 4?A AND kIJIi l,A�,F(F Y II -- _- CWAWMNi NO Oi)-ST I r "'�... Ft.-AT T TOFF ii ` -`y J! SAIJI AR r' MAIN � OR t ATEWAI. -- _ RUBBER GAIaE I x11N 1 RECESSED CURB INt_E I'S - I rO COWORM 10"A ASrM I. 43.) (OR TION AL � __ { c TO Si. INSTALLED IN 1 i -•STVPS KeJUPED ON /LAT TIW I I` _ J PLAN SVI EE W ACCORDANCE WITS+ � { MAWOLCS OVER � GEEP r ;:+4 I F�— I ,*— �. DRAWING NO 14%- ".T j Tor ()F E3•-- _j _� _ _ _�_�1 PAVt.1AENT :' I 1 12 PLAN w ' ` � s:� A e q ; I ., �'. i•'. 4 r5TAmN DISTANCE TO NEAREST MANK E I _. c� !> t •• I (NEED rU IGENT1Fr UPSTREAM JR DOWNSTHEAMJ A . •. .'�, (''•: w � • � - �� •�- �. I _� '� •`, « -- LENGTH liVVrpfxTANG'E FROM MARY 10 ENO Of LATERM � I MAX k! I. I _ _ _-.ry^� - _ - 0 I _ r I �11V WN 10 L. -� _ � • l ..__...._�.•—„.._... O '—'---•-»V"`•”` i -~ TAS, I4F'I-:NT T(9TAl LENGTI•I QF 2x4 AT FND OF LATr'RAL r 1 I \�`�� V Y • ( , �P (") `�` �?� ,� / ... t I.CNGIN NAPh!NG5 TO AG1: STREIT ANUttOvEU 'SET elf PLANS �IIE� `I. > DITCra . ..�,,. HGi.ES T% ,2 • ,. ____._.._ __ ,.^""-.., RUSW 4AME MAGNETIC-- P.(1TTt1M X �.- - r • A'UBWR GASKET FLAT TOP '"~II I � _ t"�= -_ '. A MAX f I fiIAX t .I rAl,ra 1 ', - - Wt(* cOrI SURF A, UA�11/Nn A I . - _ /�' -r q �• ��"� in j �' Z)" 1�' 1 18 ' J L.. IPEINiOKI[ NT �R- IATA (GptEEN•:541aITARrI E SURFACE T PE � 1{ MAx h "I 7 _ =%' • r�_ _ • I :,1"rIGARU MANNiN Fly !fK* 6A_CAA. _. { � M Ak. ( I `.''I y. /� 1 I Rf t)I►CF 7 > i ...._....... G' t ! ._�_.._ �_ __. • ;=•,� 1 c i � � , . T' ! A AM OAR ARIxJaT? Ul!1Slf)E CO GprFJINff T '� I • v' I Vit NA00 LS WITH %lDV% 04 1PFMNG l'�kt?IiNEi {1 `` I - - q-9 �...�� j R 0 C d0T4 WA rS p • e ! I --• ` • _ , -0 - YII r MA�i/TAPE ..,.»..Tr r ! ��•- - .. • _1'_._.,_ ` I ' rGRCEII w/91 A..�. LF TTER S` iD J -4 1/� �6 2 .__ib ----- ._. (g' Ay ..t_. ... g _... _ • x^ WIPE -2A44 It' _ SECTION A - A SECTION R--A _SECr,tJN� A�A SEC�rIUN � E I I 1 i ra . Tf S• '•� NOTE li!" �_�✓.- -.. o n A';H SA;AN Tr) PE C(TN'+TRUf.A..D IN 711 CORDANC( IM01 A;,YM ::-4:18 � !!! -e„ � • 011 .H INL(T CONS.ROCIIVN IN ACCORUANGE WITH ASTM C-476 .. r { ^_,Tl••P'S REf?t„IIRfD Ff1k i'AiC.H PA121NS OVER 4' (3EE` f)RAWING NO Np ST` I � _- I (/� •,- 8” C1f �i, U;►e AC Tf 0 aA_;E M A ft:RIAL Q.. mmiluUM 5l Cv3t FLO `�,�`-� • .3• , 31/4"-V f'!i E Lnrlf 6'' OF 3/1" C'3MPACTED BASE MArER,At r ••'��. �� •{�>-�' 6' a1�E 0.010 MATERAL AS SM- 1,10 1►1 tfH INI E T STR!1CT00f S FOR PIPE SIZES 24" (1K LARIWR fh NF. PRIOR APV'R()VT'() � ` "�j" . w� �i 4" PIPE •+ 0 020 ✓ I v�A � -- SUPP�I"I TEE WITH PF:L C'A�1 r.A 1 C I t 8 A'.i•►N' ' ''''� PRECAST MINWUM WALL "CKNESS TO AI S' MINIMUM WAIL TNICKNE5S T( BE 6.. -- -- -- �`y PEDOIw; GRAVEL. r REINFtA(.LWENT TO BE RCBAR ►A►EETINJ ASTM AU15 0ADL Ci) I0 AELDC`, REINFO P.;;EMCNT TO BE RFPAR MEETING ASIM Aoii5 (,RADE 60 OR WFLOLD WIPE. MEF:TINO A MINM:I-IM 2`0" WIDE �_{. L. \� A I I(,JN WIPO ME.E TINE; AS TUI A497 I _. .._-_ OVERSIZE GUTTER & �:URE:� - _. ___ ._.._. SANITARY C7�i DITCH I Iti1 L�"t' ! urditd s�rwer unMW �1 w iNLfie�T• CATCH BASIN ► FLAT TW � SERVICE LATERAL �t � AREA DRAIN TYPE 11 � .- e�ncy QYI� P.111F�If)N ItY 11F'Pf�►1'Ep UATr I A .- !� I C1 I' _...._. -....�.......+. ._,.. _.._.- ..___.._______ �..__ ._."_ - nN o MIECYKD ------ DETAILS I N, -1tl A11 ec NGI 1i, I ,, FOR : W A T E R L E A F :►• ---- 7._ r . V. �? j �-� AVE: . , PORTLAND, OR. 9 )`202 , 4 ,A ,�+" PHONE- : (503) 2 5 ---8795 CHILDREN 5 VILLAGE DAY SCHOOL. C r 7 �. _.r..............r�r....I ,�,,. MI `r FAX (50 3) 2 �71 - 'o� �......- ,_ ., __....,..� .._._ . �.....___._ ......._.. F Xi r '! 1 '�% ? l l`Ca,`3 . . _...._._—_.............._..— ._.. ...._ ._ ._._r .. _._....._.r, n 1 F. 'Mt1 t �'. . 1'.� t't( A Fi 1 „ F L' ! 1'1 I L)I Eft'. ` -_ ..r.. ...r.ri �rw r..�.rrr�wrrrrrw�.rrrwrrr+r�r.•,-,r•r.ar�r...._ —r.r�.ww_...... 10400 S,W. 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I,IIj., ,} I III II ,{ IIIII•IIIIrl,I, • 1,101111 Lu+ a .II I u. n nI rnnl { nlll Ir , I � 9 xt�d A�: .I�PI ! �, 1� i M•ty(,� �.'��w ..�IryWilAl��•�k�'i;�y.JiW 'M,N.-:'4�^Mx'�AI';1. .,:.,. �JreY.a.�.0'lL:L ,Itd�.e�'W ldr'h.�N '.I .:..':,F lYi...•..,.. .,,. :' 11� i _j ` PLU(.;(kD TEt P[IIt;C,EG CRoSj 7 d TC+ FF;R!,-,c: Tina r LA TERM PI ult.-CE(1 (:ROS': TEE ;'.:'I RL"ADENCE fat_AN {[4FARIN(, AREA of IHh,J'il E1:lk'h5 IN .WiAR( FEET) 40NEW) TEF -R 45- 22 1/4'' 11 1,,4. PI Ut.+.EV (P.."'S NEN' HEN[) Ht.Nf; ME TER BOXDOUBLE CHECK iii '! 01.3 -" , VAi VE ASf4 MAt. r � e; r>a t) 02.1 01 j cam, 16 C 088 14'S 02 3 iB .1114 1'5.5 Ud 0 04.0 2.4 64 f' 149 i$ 1 (19.1 ABOVC BfEAkiNu ARLAS BASED ON TEST PRFSSURE OF IF,O P 5.i. ANO AN ' ALLOWAKE 5011, 9EARNG STRIEF+IGTH OF 1500 POUND KR SQUARE: FpfiT Ti,) I' N:UN I A 'tf SIDE C,(NA{'1J1'F. BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SCI11 HEAP.IN(, , Af k F '�' STLSSES, USE THE FOUOW W EOUATUJN / f VA TION YEM+Ni, .AK.S - (1yA'r PaE7:StM[,�lOi ■ ,r1lsQ/`� ��+G Snl['",. >t (IAYIE VAI.UE3 t:iKll;HELI RUCK UAbt [ -� 1E Nr. 1E5 5Ti1AL1tJL£ E)l0CIC5 Rk'XIREG 1M CRE t.iNVf MAI BE C x TENDFU IN FUT,JRE INSTALLATION SHOWN IS ('1NL'v A Sk)GGESTION SEE DETAIL NO %I 1. :'()N(.RETE IHRUST EtLt�.•, TNG To UE P?XWED AGAIN 7 T UNUiSTUk6C1) EARTH 3 KEEP CONCRETE (UAR OF JOINT AND AC:CESSQRIE': I UOt)E3tk CHECK To 8E LOCATED OtRECTIY REHINfi) WAfF:R METER I 7HE REOU[RED THR4iST P,fARINc: AREAS FOP nPE".IAL CCNNECTI,)NS ARI SHCIWN ? BRASS, STAINLE.�S, OR PI ASTIC PL1►GS TO BE iNSTAI I.E'D IN Tf�.i LWQRC TED ON THE PLANS •q. 1M iNDICATES 15 jQUARE FLE.1 W-ARING AREA R.OViRF.D CII :'�S IF' NELOW GROUND INSTALLATION. :I NOT SHOWN jN PLANS., REQUREI. BEARING AREAS AT FITTING SHALL BE AS INDICATED AWW. AUJUS1 Or NECE!5ARv, TO CONFORM T',, THE TEST 3. DISTANCE FPOM W1 ISA JF DE`ACE' TO FINi' H GPAUF FkE17L PRUIEC1110N, PIRES". L(S) AND A',LObAftt S(JU Elf ARING STRESS(Er+' STATED IN THE ANC' CLEARENCE FOR tESTINC AND REPAIR ARE THE MA►OR CONSIDERATIONS SPE" PRf)`/ISI TINS, ! F0'i INSTALLATION 01 AR W; ARft_Asi AND SPECIAL 9L',A b ING DE TAILS SHOOK ON FLANS TAKE: PRESiDENCE OVER bE•ARING AREAS AND ®LOCI(" OETAIL'i 9+31NN LN THiS !0ANDAR0 D(" AIL Pr APING AREA CK TwRI)Sr BI.+,00i ARE iN S(YJARE 00�1■uwrtarMlr AQW?w F. ovaIRRIGATION DOUBLE �cA1i FF.[T, DOI *11 ,. �, OF , "M"ON f"!�_��_ CHECK ASSEMBLY 53 +w — p i ' STANDARD THRUST' »a IV riK RM "`._-_ -.�__ __•_- -- I► '°"'+;", rAacN ;N4 BLOCK I 560 ary or raw SIDEWALK ADJACENT TO CURB 18' CAST IRON 910 12" BEHIND SOMWAIk �. VAI.VE BOX TGF' - OR BEHIND CURB --�_ I--- WEN NO SIDEWALK � � _.___ _ � . ��c• .d . :I' MiN E1kEAK FLANGE SIDEWALFC 6" MAX 1 _ METER WATER METER 1 1 '2' 3,14" ! PAIN RUCI. e• .-.�- - - -�.�r;-�-•.-t- '. _ ._.._._.. 4 �.-. PL.AN ra---�r------- � • TAP. PAPER (AIUiSPJRE tdAAit1ER) —ME:T p BOX I I �_ ',T-.+ - 6" DUCTILE IRON PIPE / RESTRAIN ALL ,JOINTS 4,1 1• UNION EAf,H SIDE r 0,XJBLE (..HECK "FIELD L0K_ OR EQUAL G/kSKETS \ VALVE ASSE.iABLY _ r' .._ �_.. ---_._._..._..r.�_...._._..._..__.__.._..__._._.___ � ---_ - • •- ^' FLG I( COMPP.ESSION ANGLE STOP (FITS 11/2 APPLICATIONSI r ' .. �• •-. 6" MEi,ALUG RETAINER � r� � r MJ X 1AH1'Etj GLAND (FE'AA IRON) -- ' �_ 2- TEE r r "K" Z" TYPE i CCPE t: NIf Ni1lGATE JALVEJ / 1 _ coppm pip[ SIDEWALK WITH PLANTER M_;. , 0, , , C; 'Ii 'WAfF.R ME.TER , STRIP AT CURE SIDEWAIK ?' HIN COPPER BFWIf� NDN rr I+REAS. T t.,�Nf,E A', T)ED / / MAX, NI'E _. , Gk'U5H£D F?(�Ch, E1:SL'-- / •, �.. MiP T X (;OMPRF:SSi( t {,; r`;UPPLIET) BY THE CiTY) E LE VA, TION i t1 YDRANTS TO BE MODERN MUELLER CENTURION. A-442JOA APP*D E(.A)AL) 6" M.J. k, '4' ��.ATI(�NS'-__,__._ MVO 3 PORT TWO 2 1/2' PENTA(,,�IN LIPMATION NUT, CJF'.N CEF T WITH THE ___._..- - ._._- -.__ A. OiL RESERVOIR _ _ --_- DEVICE: SIZE F3�}w I- - 8, PRONZF ACTUATION NIJT BRONZE SEAL RiNG rI(.!tE 1 M 1'-"-�.- E3R,iL#r j14!9 ;ERV; OR EQUAL C N D WEAT!1E'R SHIELD CAP i C !_ij 2 r�Z - CAP5t1N 1730[?-PISt f1R EgUAL E. SAFETY SLEEVE COUPLING i i CONTRACTOR TO INSTAL[ MJ x TAPPED 7" TEF. • AT 9V• ANGLE`) Tt` METER F THREADED NOZZLES WITH "i:►" IOIN(P5 LI')CATION 5 HORIZONTAL k I EVEL iN-siAUA (IDN a0'6^ IS ONLY A 'SUGGESTION. G. NATIONAL STANDARD THREA(15 SAFE , CHAiN TO BE PILMOVCLr 01Y 1Y' TO PROVIDE 2" THRM'i FI r C,(*APRE:SSION (Oki-ERATION SI )P T(7,1 8F I DOUBLE CHECir; TO BE LOCATED DIRE( Tt 'r BEH;NG wA TER ML TCP 3 HYDRANTS TO BE PAINTED USING R 1317 SAFETY YELLOW CIR AN Ai.TEPNA.TE ANPROVFT_1 iNSTALLEO BY CONTRACTOR (CONTRACTOP TO TEST MAIN W/CGRP: INSTALl.En). FAY rASiPICI FIRF MARSHALL, 4 HYDRANT TO HE INSiALLEU TRUE ANU PLUMS. 3 'CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4Y.4 PAINTED BLUE:.. COCl-S, STAtfNLE`+S. r.iF F'LAST!/. PlfTIO TrJ BE IN:iTAI.LEf' iN TETT 5 NO f'SSTRUCTIONS WITHIN 3. 0" PADIUS OF HYDRANT COGS IF BELOW GROUND INSTALLATION b IF SVBJLLT TO VEHICLE DAMAGED PROTLC11VE POST To BE PRUVIUED, 4 (;iT'r WMA, INSTALL AL[ COF'PCR PIPE h FITTINGS FROM MAiN T0M1:TER LOCA1ir)N t DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE. F`PEEZE PROTECTION, 7. VALVE. F10X TO (3E 1N ACCORDANT WITH 'STANDARO DRAWING NO 503 'IR A', APPRCIVI;CI AND CLEAREMA i0l`4 TFSThVC: ANTI r4;'.1kIP ARF" i1IF MA,)OR C;CN5I(.4+Aii.)N,. B 1 ENC4NF-E:R, FOR INSTALLA TiC)N. 113 Ti4POST F3LO KS SHALL NOT BE. PLACED AT H)T)WANT I QCATi(INI, i' NO Se ACT .M�IIi'fvty��• _.... ._. w • .__.�...�.�..___. ....r�.,.. _- -•_--..r. _ I I N[) S(-►,I DOUBLE CHECK AOVITV4 F. tlVOW Ap(1StM1 P. QUINA! / _ ao lfw.n1lr,►�nMa41 __._ ._- - FIRE HYDRANT ftvMt: N� f.NgKEMh� 0lVM1YENt ^- -yn[uvllli 2w & 1 - 1✓ 2w w+ '` r��•pg wu TAU ,+ rytti MawCtA Y .- rOri t• "*, 0 1 p°i/ i "91wf SO 40A � s Iw1.I r anoeoi.►aso °°..;, - INSTALLATION �� ► ! .HPI ` • «„ UAR04 I"S ASSEMBLY rAr�1 If1e 5 4/. .,, 1 °... WATER SERVICE �_ CITY of /1IAnc ° ' �- 530 a" OF Tnw -- ,� .r.MOVK M11 t]tr w 1MIYA� ..... _.....ol*ww-wry � to , -- UH7I 1 1 Nu ',YM R!VI '1(►N FTl AF'f'RtrV}1% '1A7E r err;In,1 - 11 ,�, WATER DE TAI L� .�._. + ZTec NG� � NC* 1'1T1.id .�.. 9c'ALT. (��2191 D '7)737 S.L. TFC nv . , 1-.-'0 0R. 9 �tc.;�_ FOR: WA E LE Sli . � _ A,�, _ ._.�...__..14, P 1•10ivE ( 0 ) :,35- 79ri CHILDREN S VILLAGE DAY SCI All, 417. f-AX. ( .x(1.3) 213 - 7880 fXl'-'►r'4 ` i . t� • 'L'�1 DAIJ_ rJAr �r�., i ,l� ,�iEl (,'A[ '' ........---.- �...._. ... .._....�._.. ,_ _..�.... - .....�...�.,... ._ _. .�..._.,. ter..-�... .. _... ._.Y _. _� ..r...� _ .__.. .. 10400 S.W. 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