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15199 SW Royalty Parkway (2) Y caw) 46_ SHEET INDEX40 r , . G'S-- 1 COVER 5HEE Tp -- OWNER � I � C1. 01 STOCKPILE / STAGING / DEMOLITION PLAN SECURITY CAPITA P - _ �' - q L ACI FIC TRUS T 125 LINCOLN AVENUE C 1. 02 SITE PLAN .1 x FE ,NEW MEXICO 87�U1 z 01. 03 SITE DETAILS SANTA(.50.5) 982- 9292 C1. 04 SITE DETAILS CAPITAL SECURITY CON TACT.• FRANK ANDERSON PACIFIC TRUST -A 02. 01 MASS GRADING PLAN ENGINE ! ERs/s� RVEroRS/ CONSTRUCTION DOCUMENTS � C2. 02 FINISHED GRADING PLAN 1 LANDSCAPE ARCHITECTS C'2. 03 FINISHED GRADING PLAN 2 348 UNIT APARTMENT COMPLEX #1 W&H PACIFIC a 1 iO 8405 S. W. NIMBUS AVENUE A C2. 04rINiSHEC aRADING PLAN 3 TIGARD, OREGON °» QF_A VER TON, OR 9 7008 C2. 05 GRADING DETAILS T� � �� GE E LN. -�v- - -- -- (503) 626--0455 �, �� LFAMH!AIVIE�Nf ��` �-► CONTACT: BLAKE LETTE_NMAIER P. E.t Q T m 0 02. 06 EROSION CONTROL PLAN 4 E ST. FAi HAVE:J a ST C2. 07 EROSION CONTROL DE TAILS , � Wz -'- �'� �, kp ARCHITECT � AIkVICw LN a < FAIRHAVEN - C�. 08 TREE PRE 5ER VA TION _ -----� �. o63 RI EBE_ & A SSOC1 A TES, INC. r! 03. 01 COMPO . TE UTILITY FLAN `s �� Ems' V�*' x �__ o ____.__ ��` a� �` AR.C.HITEC T + c, P -N � P ,�21 i VIE WMGUN T C T _ r'�� _ 2110 116TH AVE. NE SUITE P o ~ HILL VIEW ST , I+ R �� ST. Al""CNY' 1�1_f WMOUN I LfV GARDEN `� P BELLEVUE WASHiNGTON03. 02 ON-S1TE� SANITARY SEWF_R WATE.R (NORTH - o 98004 C GAARUE ' �,_ _ PARK. PrL. M `�o �p`P (206) 451 -- 4084 , `-�� I I� m C3. 03 ON-SITE SANITARY SEWER/WATER (SOUTH) � � - � s� � =ONALG3 � ST. .- d � rf MCDO COi'� iaCT. E. DENNIS RIEBE, A.I.A. � cr ,/ r a �/ Q _ �4N Z -� C3. 04 ON- SITE- STORM � � _ �� i� T0, M DRAIN PLAN " NOR TH) 1 �� C'T ( K4ELe0_ c 05 ON-SITE. - - GEvTECHNI CAL TORM_ DRAIN PLAN (SOU T H) � �DRIF TW000 � - __ �"" � G KL EI NFEL DER �'- MrrARtANd C(, o�iu rn V Lai- ' C3. 06 UTILITY DETAIL SHEET CT. �+id ERk w 15050 SW KOLL PARKWAY, SOITE T` L 03. 0 i UTILITY' DETAIL SHEET T 3 VIEW s TERR BEA VER TON, OREGON 97006-6028 I-- (- Q (503) 644- 944 7 Q �' C3. 08 UTILiTY DETAIL SHEET T M IF a '"E��'_� INEz ST CONTACT. SCOTT WARD, P. E. S T LN Q Q t 'Tae. RDO EVANf�/u, MUQ- Q G3. 09 UTILITY DE -TAIL SIAIEE T OFUtTERY PL �_ PEMEIR001< ST. t 1. _. _ ARBORIST E` w MURDOCK r C4' 07 6ENi517AL NO TES'_'A­ND S TREE T SEC TIONSLN. LMII,RDo�K - ST i WILLIAM L. OWEN AND 04. 02 SW 109TH AVE. SANITARY SE WER IWA TER (NORTH) /�/ ,�4 �uRDocK y f�;T--- -----I- P. O. BOX 641 � a 04. 03 S W 109TH AVE. SANITARY SEWER WA TER H // a S PORTLAND, OREGON 9 720 7 ''� L" �. Z M (503) 222- 7007 DEL MONTE OR. 1 v C4. 04 S W 109TH AVE. S TREE T,�S TORM DRAIN (NORTH) ��' �° - Ti G AR p - --- CON TACT: BILL OWEN, C. A. �� CROWNI � I --•----� O \•� 4 04. 05 SW 109TH AVENUE, STREET/STORM DRAIN (SOUTH) /�Q�/ s��o vt ; � Pop. 23,335 --_____---• Q °A C� • C4. < Z) D6 SW NAEVE SANITARY SEWER/,NATER Q ArTLER GOVERNING AGENCIES C4. 07 W N -T �: P S AE VE STREET E T STORM/S TREE �tiN�Y P . _ ;TLE ( cClTY OF TIGARDC4. OP OLD 109TH SANITARY SEWER/WATFR PLAN ANDSTREEl r lQ` •c�� ` � S[.TELju 13125 SW HALL BLVD.04. 09 9.9 W STRF..ET AND STORM . TIGARD, OR. 97223 OF TIGARD` / �W a � DR. CITY 1 R H1f LANO , 10 D- (503) 526-240,31 26-2403 A oved 9d\` i � �� GMA C,PEE_ypF__, �' SVµ�ER ..................... . . P Conditionally Approved ..................... .. .......•........( j' 04. 10 SW 709TH AVENUE S1vNING AND STRIPING PLAN �' -For only vin wor dosMbedi� ----� o off• k R OREGON DEPAR TMEN T OF TRANSPQR TA TI - - -- - �N PERMIT l`!C• 1 ........ C4. 71 SW NAE VE STREET SiGNING AND STRIPING PLAN � � 9 `��..0-- -' � SLY 1 � A s"o!+;�w........ ............... •.. .. ...t �• � _ 7 �.(� �`, c"` � k- ( 2 31 S W SCHOOLS S FERRY RD. s�o lett. r to: Attach �j J °R PORTLAND, OR. 9 7221 , 04. 12 PUBLIC IMPROVEMENT DETAILS �� C,REENS c� �obAtos;q• /O� �-" y��� �, 4 , "�tiv o19.• (503) 229-5002 w • _. 04. 13 PUBLIC IMPROVEMENT DETAILS a "" r �` l cE"Tum/, ---�- °�k A, TTN: SAM HUNAIDI E1. 1 ELEC. TRICAL SCHEDULE A ALTY - DURHAM `� C"a--_---~ .t°z _ L E ND LEDEND W �_ �' , T _ RD 15 i4 / K Rr r C�N W DURHAM k , ___� �► E2. 1 ELECTRICAL SITE PLAN PI CK. S WA 1 _' Pi K•S CT u r CO K . E LI- 01 LANDSCAPE PLAN ___- _-_ ___.._ __ h _�� Q 'AFF? CONSTRucoriom,,,, ntOt� � LEGAL DE Rf FM .nSCPTiON. CLANS Mh ISS L 1. 02 LANDSCAPE PLAN N. E. & S.E. 1,/4'S SECTION 10 T 2 S, R 1 W, W. M. TAX LOT 8. i L. 1. 1 3 LANDSCAPE PLAN TOTAL IMPERVIOUS AREA __ UTILITY CONTACTS EA 512, 700 SC. F T. � L 1. 04 LANDSCAPE PLAN L2. 01 IRRIGA TION PLAN POTENTIAL UNDERGROUNDVI CI NiT Y MAP UNIFIED SEWERAGE AGENCY GENERAL TELEPHONE ELECTRIC (GTE _ _ 155 N. FIRST AVE. SUITE 270 4155 SW. CEDAR HILLS BL > L 2. 02 IRRIGA PON PLAN FACILITY OWNERS N. T _ -^ -- HILLSBORO, OR. 97123 a BEA VER TON, OR 97005 ONE CALL" (503) 648---8621 a L2. 03 IRRIGATION PLAN (503) 641 - 4463 d a UTILITY NOTIFICATION CENTER v 0 L2. 04 LANDSCAPE & IRRIGATION DETAILS 246-6699 CITY OF TIGARD WATER DISTRICT NORTHWEST NATURAL GAS CO. m 0 a W. CIS L3, 01 LANDSCAPE / POOL PLAN N. NA TURAL GAS PGE 13125 SW HALL BLVD. 220 NW. SECOND AVE. _ G. T.E. TIGARD, OR 9 7223 PORTLAND, OR 97205 z "' V) Ln (503) 639- 4171 (503) 321 -2411 L3. 02 PLAY AI?F.A LAYOUT !'LAN �c Df-TAII. T. C. I. TUAi_ITIN VALLEY` T x UQ:A. L3. 0.3 POOL / L ANDSCAPF CSE TAILS Q PORTLAND GENERAL ELECTRIC SCHMIDT S SANITARY SERVICE a o VF & R MARSHAL 526 -2461) w CITY SEWERS' 63.9--- 1554 14655 SW. OLD SCHOLLS FERRY RD. (GARBAGE HAULER) o <� L4. 01 PROJECT SIGNAGE & DETAILS -� ,r1 CI TY WA TER 639- 1554 BEAVEF? TON, OR 970D5 8325 S W ROSS L4. 02 SIGN DETAILS PGE (EMERGENCY ONLY) 464- 7777 �7 �� (50,.) 590- 12�6 TIGARD, OR 97223 m to , z H - 1 HARDSCAPE FLAN 1 v. S. A. 648--8621 �! (503) 639-2378 W - TCI CABLEuj go B. P. A. 230-3000 FOR E � .F� H- 2 HARDSCAPE PLAN 2 14200 SW. BRIGADOON CT. US POSTAL SERVICE W ,i SANTA FE PIPELINE 224 --3390 BEA VER TON, OR 9700.5 4550 SIM BETTS AVE. Q o H-3 HARDSCAPE FLAN 3 (50.:3) 644-3188 BEA VER TON, OR. 9 7005 SHEET ► (503) 646--3196 Ncs - ,�11 ! i3 4 56 7 149�:i SW RoVeity Pkwy --- - ■�■.�...95 001 A r.w ■e ■■r i emn■erw ■■■w■■ rr V 1 of 53 �`' iw66 ,"ttr;ii3dN..,;j•. � �{tleePFi��,,,�•,0. ' r.-r.'1L 5 '�.�� .. l + 4 IF THIS NOTICE APPEARS CLEARER THAN THE ftr 7 1998 DOCUMENT,THF, DOCUMENT IS OF MARGINAL QUALITY, MICROFiI.,MED �I �IIII Ilil l) �I���i�l�l ! 1�111�1�1�1111!'!Ilil�;�l�!{ill I�I�i�i�lj!;I 1 i�I�Tii�IJ1Jl I i�lji#III�IJ! l f�(�1�1�1�1�1 ) ljl�l�l+llijJ 11�1�1�1�1T1�1�1 I I�f�l�Jll�l�! (�l�f�l,l)I�lh ({I�1{II (IIiIIiN IIi{'llllll((IIt({Ilillliiili Illliilli ilitiilfl I!liillll Iliiiiiil111!i11i111i1!Iil!!il!!IiHi! II!Iillll !!l1�111!Il!!tilil!I!Illii!IIIii!!�!iiI{illlilUlltic!�111!II!Iiilill IIIIiH!i I!!!liiii iini�!�i iiiiltrt suilini nni►sii liiihiu il!iiii!I unil!n{ullinil�a 1 rsl «_ f EXISTING ! 1 I RIC Al? ,TO _RMOVFQ U,PQN OMPLETED --- EXISTING OVERHEAD POWER LINES r-CONTRACTOR SHALL PROVIDE FOR AND SHALL MAINTAIN CONSTRJG7TON OF SW 107TH-AW- MID; p OFF �WFE. AND UTILITY POLES TO 8E RELOCATED BY OTHEf?S ACCfSSrEGRESS TO AND FROM EXISTING PARCELS AT ALL TIMES. • °h / / tT-�"��'I +t ` ` J('l '• `� 4/ + ` p- " tt • /l Y I C r f ` 00 PA 41 ..-- y r \\„-' + 1 '` r / /� I - + 1.0 r j:•crff.{'•" / ,A1 ` f , + �7 I. �'+ ./ /' , / / / I ` ; , .' !' / r ,' J f / r. } I ..fi '''t*'!./` 1 1� �� pj ; ,"� i _7F z -l , T .E'- - "�_ — - r , ....... ... 1 t 1IIII�111•�' V / ` e J � 1fo"' w♦h ) r" T r �p• �'. 41 IV ' Z •1� ' ` ?k1i' '' 7-`;r' 1 ..r...4. �' t• \ ' 1 ►Y•' y•►1f / y, , ! :'I~ f •r' ,'.. ��, �,_% J`, , `�:. / // '�!, / / % / /' ! y ! , ' ! 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PAVEMENT oil .� f �clr'.. / r •\ i 1 o ; / �. �"\I'' \ /! t� J / / J f � / % . t I^.0 it rnt i / / i Y J�� ,/ ' � � i •�/^� I ' / !_ / �' .�,,b; ,r � / / f / J/ '/ j � /' /' _,�. 1 ,w i ` y`;,, ,y � 1 � ,J ,l •� r ' � � ' w� a` / I• ,. ;'1 ; / , ; y ,� / , �' / _mss' ..''� ; ,� / �'�"�•, , ,. f � Q 4 ;p %•, ; �'/`�r .:j^ •+ / / f,. .�/ J -! /y•, "r' �" � ,/ J / /' I �. e f / , p( t11 ` 00 0 •� r !�. , �'�: � � (Z�: �`1 r.. �-�� �v � ', �,.� / , ,,; � /• - CONTRACTQ� SHAi.L C AA' AND Qk .SITE. REVR TO TREE• RESER'1/A71 PLAN F4R TREES TO. EM 311, / -' / ! ,•,,,,, L.. UNDf TtItDED: ' . ' / / / I \ CL..: z _ - � f•. 1 r' 1 I " `, � I , r , / •!.!ate ,`�i r ' ,+• � It / _ ► / Ile 0. p[ }l ( :'• �I j/ r / �,�'� / 'nom I �� r r / �• i r. ,' Id ./ i /f ) � j/ �/�� /• / J / , f I, / / '/ f 1 /' / / ( �.. , Q / •i /. , Tom„ t%* , / /�.- ' I /� ✓ r/ / ! ! 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'ear;+ ' f h r//� / 1 f - I ! ,/ J ! \' / •/A LI 4 114, r •• rr..r• /, � /- h / / / �• w�1 +-• n' / % /, / / / ' J I i r � / �, /r /,' i ; �i I P •'�• ♦ ` /i i" • / r / / ! � � 1 EL v �!4` I {, / / / l i ! /`` •y r'^� / / ✓ / I IY / \ . ' `' +-' I / "} T `— i ! /' � /' — ' ~ A I ' 1 ! / ,/ / ` J ! %. , / / ` !/ !L .r� .../ ^, ' L / r(/�� I! !l F • r�' ! / ,/r /-r 7 `yl `mss W Li / / Ce orCn 0. _ •j' • r .+y _',• '_ x ; l J,' j i i •! ! / �/ / 'j ! / �� ,� f REMOVE EXISTING UTILITY POLE L'V 1 I �-,_ d AND"OVERHEAD POWER LiAlE ! -ter / ' . •'',', ,. , ` ; // / / ,I/ ,' I I .� / ! ' .... , �• ^-, J ..w7'• ,f , t $r1 •~/ 1 i I 1 ! *�i X.� !/ / / j / ,/ /' '/ / ,/ i' / ! ff I .' �• / • ` / 't ` ♦ . ` / • 4k, V 1 Q �: ' . _� f (I / 1 J , i s.. / / /,i' j /! J' /r J RE �O/1�E EXISTING CON f 'T£ / l ' 3► C� 1 ` ' ` l/ v!• r f' FOUN NS, `Ty' 1!• .._ ,. ),• � •1. /•,/ rte/ �•.i�'/ �' ! 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''�.'�`.. , 1'/)�,;• .! . , .V r/ /' �1 - % r, i / '• / ,' .. „ • ' _•____•_-' REMOVE INThRFERfNG PORTIONS _ -.: - � �..,•.�. -�,_ ,�,.� � / :- �..-• • , _ 1 •, � OF CONCRETE CURB AND SIDEWALK 1�`-y y- '°� , _ r.. = `� '. ,w ' . r �+ ./ j` 4� �`,- �,r. _ j' J � I' y,,� r !% ! ✓ �' �� J' / �' REFER TO NAEVE STREET IMPROVEMENTS (SHT 04.07) 112 •.""..' --•..,,, - c' / ''►-.� _ Yi7i!''r - -- �r - I'+r•i''.r" r . -' I''''.,-•- '; ti _ 1.•' _ _..-•"'"' Imo' ,J/ !+ '/ ALL ONSTRUC 170N TR :.'- !�0 .. _ - -•-'- _ -r -- I i J r ! , AFFIC SHALL INGRESS AND EGRESS VIA PACfFiC HN'Y r r , .�. ' , / AND NAEVE STREET OR THE PROPOSED `- CONNECTION BETWEEN 109TH AND "•�♦ '`��t,,.+�' rp rte- STIP-AND SEi�7JOPE - - 'r / OYALTY PARKWAY./ _ STOCK PILE NOTES .� t. -ter � ..`� _.`u_� /• ,.... ^.-"" , ,,.r"� r -�J .r_ __ _ _ � EXP11f; _ r � -"`` '•�'� _ .`�''. •-Y.. - ' ` - _ . . �. I.) CONTRACTOR TO STOCKPILE PORTION OF STR 1 PP 1 NGS ON-SITE STRIPPINGS -- r TO BE' SPREAD IN NON--STRUCTURAL AREAS. REFER TO LANDSCAPE VLAN. f. - -+ - • : 1�*`' - '/ NUN-STRUCTURAL A REAS. REFER TO LANDSCAPE PLAN. 2.) STOCKPILE EROSION CONTROL MEASURES SHALL BE PER MEASURES a � 2, 4, 5 AS APPLICABLE PER EROSION TABLE, SHT C2.07 Q 'j1}�y a C / .f v y ago Q 0 (A FOR Ct%N TRUCTION w zz ta DEMOLITION NOTES: X � i , ►- ►- �J O 1.) ALL EXISTING SEPTIC TANKS SHALL DE PUMPED OUT AND REMOVED. _ AN i NSPECT I ON SHALL BE. OBTAINED AFTER TANK HAS BEEN m LJ `''- -`` r r FILLED. A COPY OF THE REC I EP T FCR SEPTIC PUMPING o Q �` M~ SHALL BE PROVIDED TO THE BUILD'NG D 1 V i S I ON. / - a Y C Al_E w A '�I t y �' ' a, 2.) CONTRACTOR SHALL NOT USE NAEVE STREET, 109TH AVE., OR ANY / 6b o 3U 6o I?« a� ci /,Q Y ` ! �� UBL iC RIGHT-OF-WAY TO PARK PERSONAL OR CONSTRUCTION �_ 9 t I `�, VEHICLES.CL E'S. PARKING SHALL ®E ON PROJECT T S 1 TE. a z �� FEET 5A T •`'� I 3 ) CONTRACTOR SHALL STOCKPILE iLE STRIPPINGS iPF IN%S ON--S! TE. STRIPPINGS 1 PP 1NGS / 1 inch = 60 w �D -- �� _ - - SHALL BE SPREAD IN NON-STRUCTURAL FILL REFER TO LANDSCAPE PLAN. ft, o - ~_�� `'�- 4,) CONTRACTOR SHALL REMOVE WASTE MATERIAL AND DISPOSE OFF SITE, — SHEET , w 3 � e 14999 SW Royalty pkwy 2 3 /'14 6 C 1 lat P SIT 96-0018 2 of 53 � r , IF THIS NOTICE APPEARS CLEARER THAN TNF ocr 7 1995 i OCI1MENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED l i1{1{1{1{1{1{ J tMON MAGE w mft M iii�iili iliihflf itfl�iltilllllll111±illflllllillll�ll!! I�lI nn!!!iI illi+fill nnllnl nllllllilnulllll ii!!inll nulnl�il.11illllrr tu11lnl�nrllnlllulrillr!lllii�trr�lllrlllrrr rrr111ir! i!I!11li! rrltl►!is ll�tlltos� l�IIIIn1 iullll��!nlliiillinllltlrifnanlrmrrinlii�l►+ i n 191 Y 12 17 J g ks S.W. � d� r 16 AVENUE 6 " 00+9? - --- -- -- - EXISTING RIGHT-OF-WAY ___ _.._- — r ____ ._. .� g lob VO rim A ! J e ' Y r" �•' _ _ .�. �.s:mm� �..r- mor_ �,. .�..� ..... y_ + ` ^ 12 C7 " ;�.ti y l .� - .... I 12 3 �;: .� � ,�, r� Y ►- 1 r...� ,� Qui r 12 817 iv, REFER T 8RiGHT--OF-WAY--• '" t� . SECTION C 1.0312 13 12 1 0 HC �\ S HC F 12 IN 12 8 .5 G C f ..._. _._. ......_ x HC 12 8 Lu �\ H / Z a *,• ,� HC 0 12 \ � 1 2 Q 43 CL 14 CL qICK ll/ a f/ CL 12 rUCTION , <t 11 �� FOR e~NS 1� � � y o '� ,� 5 _'' 1 2 NOTES• f- � �" '� r � LC Jul � � � Ca C \ 8 I ._� 14 2 STANDARD CURB TYP - REFER TO DETAIL r 1 � 2 Pi ECAST STOP BLOCK (TYP) REFER TO DETAIL 0 1 ,. H + 12 8 4 8 �' ' w 4 ` 12 r„/ /'� I 0 TYPE "A" HANDICAP RAMP, SiGNAGE, AND STRIPING — REFER TO DETAIL f el/' ' o_ cf.o4 /2 / ` 4 �" ., O 48' WIDE_ x 4' THiCK PORTLAND CEMENT 2. Q l,V CONCRETE SIDEWALK (7)P.) 5 DUMPSTER PAD - REFER ,0 ARCHITECTURAL H �✓ 8 `• .� SL• PLANS FOR MORE INFORMATION w 1 \ 12 / �"" GRASS PAVER UNIT EMERGENCY VEHICLE ACCESSU' i" / l � _'`� - .��c � I ''b*•-, � S ,�_ Q REFER TO DETAIL -N� 3 MODIFIED Ci. 3 3 V g ,, c TYPE A 0 4 1�t -�. 5 12 FS R 12' MOE. X 2- 712- THiCK A.C. PAVEMENT � ,`�SFVs c �0" W/ 4" 314---0- CRUSHED AGREGATE BASE COURSE » a TYPE A C 1.03 8 8 8 5 `-- BEGIN STANDARD CURBA1- h y } GRAVEL HAMMER HEAD EMERGENCY VEHICLE TURN 9 AROUND PER CITY OF TIGARD STANDARDS CITY STANDARD 1 DRAWING ENTITLED "FIRE DEPT. TURNAROUND". r 10 6' UTILITY EASEMENT. 0 1 1 PORTLAND CEMENT STAIRWELL - REFER TO DETAIL 1 12 CURB TRANSITION - REFER TO DETAIL 3 '� I LEGEND 13 MNL KiOSKS REFER TO ARCHITECTURAL PLAN Al !� _ ,,, j FOR MORE INFORMATION A ,J in to cn GARAGES - r*5 c1 °� g0 LAJ CL � Oc cr �i •.,� \ 14 TYPE B" HANDICAP RAMP REFER TO DET .Y-Y Y_�—Y -Y Y-Y.1f.,..Y,.~Y-Y-Y-'Y-_Y, ooci C,ARF'ORTS (TO BE ,BUILT THIS CONTRACT)uj \ 1�' 1$ LOCKING GATE W KNOX BOLT - REFER TO 4 / DETAIL Cr. q Q A ra `� CARPORTS (TO BE BUILT iN FUTURE CONTRACT) ( Cf,04 q � ,y Pi. SCALE i f NO PARKING SIGN - REFER TO DEWL ZaN �. _ � ; TRUCK ACCESS 8 `9Qti" 60 6 30 60 120 C 1.04 w sT �- 17 BEGIN GRASS PAVER ' N Q 4 L " tA tA «? toga del . � � f• ;. •, 1 ( FEET ) -t•_...�'�.J�-•.-� -�..Jl... �...�•a.�_Jl_,�._��,�ti.� �._.JI..J`...J�. .K_,r" d n ��C inch ti0 ft. SHEET F' i Ln 14999 SW Royalty Pkwy C �' %-00186 1 . �� SIT .w , .* s .. s..u....ew. ..f 53 .w��wa.�r.. n.�.....r......s�ww.nr�.r� I 4 �J 7 QQ 41 w.r,rr. Alt IF THIS NOTICE APPEARS CLEARER THAN THE ()UT- 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED 1�1�i+lllllll liIIIIP�I�l�I a'i�l�I�I�I�I'I IRIIl�I+I`fll�i i�lll�i0l�i;l t f�fi��(I�i�i�ll) i�1�l�1ii�!11 i(illll�i�i�l I ill�i�l,l�lii I I�i�I�I��jl�l) J 111l1�±,;(i�! i�I�i)I�!�I)i� tHlf'�1 MNK M pIMM te+ INiII11 IIIiIIIiIIIIIIiiillfillllllilllliillnlfi111I1n1 (illlllll (illlilli ilillilnlnllllin ilifliinll�Iillilli illli;Ill iiil!Illillmill 11111ni111111111IIIIIIIIIIillilll111�iInh111lllil ilnlnil 1niII1R1 Ilil�llfi i1Nfllll il61IIN1 i111IRiN tnllllll N ;Intl (IIIIlIIIIlIIIlliilHll �I s* ��.`.�_... :... .. - ...,..- ...• m"wR::.;rt 6 A. ... 3 , .. a ,.. .. SIGN: c 1- SIGN TO BE L OCA TED SUCH THAT IT WILL NOT BE OBSTRUCTc'D FROM VIEW BY A PARKED VEHICLE. 2. SIGN INS7A!LA TION TO 8E• PER REQUIREMENTS F OF ORS 447.233 (a). J. SIGN TO READ 1470 PENAL °`' rY a • r 4. BOTTOM OF SIGN SHALL BE FEET ABOVE �� FNISH GRADE A� -- SIi,N f SIC;N - o rn � . • r'`+I COMMON TS _ -- ACCESS ISLE � , r SHADED BORDER AND SYMBOL f� TO BE PAINTED WHITE -18" LONG REBAR ACCESS ISLE MA TCH E• EVA TION AT SHALE) _ BACK EDGE OF E_ 6" CONC. CURB DRI VEWA Y 4 EXPOSURE 8 1 A.C. PAVEMENT `� ___ CONCRETE WALK " 9' 14'-2" w g, 1 8, 1.1 -— AGGREGATE BASE ROCK 'a q TYPICAL ACCESSIBLE PARKING SPACES VAN--ACCESSIBLE PARKING Z .. w a NPARKING SPACE do ACCESS ISLE SHALL � q ESE LEVEL WITH SURFACF. SLOPES NOT EXCEEDING 2% IN ALL DIRECTIONS. 6 PRECAST STOP BLOCK 100 - ACCESSIBLE STALL DETAIL r2 SCALE: AS NOTED �C 1 . 03 SCALE: A5 NOTED � CURB TRANSITION w _DETAIL � � SCALE: AS NOTED C1 . 0 �- ..� X 518- Ld 1-1/2" 1/2" Q �. C) C7 SIDEWALK _RAMP DETAIL 1/4" PER. FT. z 3.?�� TYPICAL S/W� RAMP TEXTURE DETAIL X Ui U t 7# ®12 3.67' GUTTER ~ 4 d " co 4' NORM. ~`"- --�.. ;2 3• M/,V. .,. " s SEC TION A—A LJ SEC TION B� � .r �. 34 TO 38" MONOLITHIC CURB &s SE WALK 1/2" R 112" MASTIC _�MAX_ GENERAL NO TES: _. 1. RAMP TEXTURE IS TO BE DONE WITH AN EXPANDED METAL GRA IE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE + DIAMOND SHALL BE PERPENDICULAR 70 THE CURB. GROOVES SfIALL BE 1/80 DEEP AND , 8" 1/2" WIDE (TEX 1URED SURFACES SHALL BE LIGHTLY BROOMED AFTER CONCRETE. HAS CURED). 2. --- SIDEWALK RAMP SLOPES MAY BE REDUCED TO 1:8 WHEN MODIFYING EXISTING FAC t!/TIES. ` 112 OR t'------~- 12. MIN ii 3. --- SIDEWALK RAMP DETAILS ARE BASED ON ORS 443,310. w Z 7 MA X. � -- ALTERNATE SIDEWALK 3" CLEAR RSP .r 6" CURB _ 1 1/2" O.D. EXTRA STRONG STEEL PIPE .{ t J DIAMOND OAESH ASTM A501 GALVANIZED AFTER ASSEMBLY IMPRINT PATTERN .P.0 1:12 max. SLOPE f FOUNDA w• t � - TON ON UNDISTURBED -�-;� - ,°•�, ' - �4 OR LAR MATERIAL COMPACT ED IN 6 UFY'S' ' — 2 NO. 4 IN CURB TO 95X OF RELATIVE MAXIMUM DENSITY. - �' � 'I �. (1 ep. SIDE OF HANDRAIL) � •- ,�� -Y..Y.. y ,y ,1,_.Y- , ,.. ,Y., , �- , " r .. A 6 4 0 g" ' � � i � �: -� 5 N0. 5 CONTINUOUS CLEAROL , NO. 5 A T 12" ON CENTER LANDSCAPE , A.C. PAVEMENT •( o 2 NO. 4 IN CURB (1 ea. SIDE OF HANDRAIL) s �: r-S NO, 4 ilk EACH READ . � 6" CURB 3" 17 5, NOSING, 2 CLEAR 3 .✓ L TO POST CL. __ • �.� 7 �" Y A . 1/2 MASTIC -'� . - -( U CONCRETE TO BE 3000 PSI 5 MIN .T YPF E RAMI P •� o �i _.___._ ___•___ REIN. BARS: ASTM A615, GRADF 60 " _ S- ,3 CLEAR 1 " _�.� �.• � .,_. ti. �..i�.._' �1�.,���...� ./�e�...��...��....�. J � •�,.�.,s,.,� _}`.�..,.��,,,� � c z 2 Mt U k .s NO. s coNTlNuous—� — - - - �._...__ STAIRWELL DETAIL - 4 E'� _ ` SIDEWALK RAT' DET,41L a NO 5 AT 12" ON CENTER „` -- ----.-•--� .._ X ,SEC77ON A - A _ SCALE: AS NO C 1 + a3 i�� W - w ! " AS NOTED /' - 03 12 •,.,,,. 1 Z" i i SCALE: ,h; 1 � � U MIN. z z C, a r FOR CONSTRUCTION St-BEET " 2 4 C1003 1Ag99 6-SW ROya�fy Pkwy � n�rrr.s,.. 5 .,. I I I $ SET 90018 4 of 53 IF THIS NOTICF AP 7 199 APPEARS( LIARFN;THAN THE A DOCUMENT,TIFF DOCUMFN'ii IS OF MARGINAL EQUALITY. MICROFIIIMED � I 1111!1'1 1111 ! 111 1 ! II 1111111111!!I ; Ilillll�!!I!I!I ►lilllt�il!!I ! Il�Irl!�i11lI ! !!!li+liill(( � fll111!�i!!!li ! I!f!!lI�I!!,I ! I!!!IlI�Il111� i!IlI+!!�!�!! �!i!Ill�i�l�l! IIIllllt uitllnt tillhll�littilnii!iiniitnl ti,iti! tl t I t "Itv . I t I tl. llil slit{IttlfitlllNlllnIl�NlilulE�utl III►Ifililtlttllnlillnllln 1111111ninsllllnln�111111!,11t�iln!lmltnl m111111 Hli�hii I+ulit�t ttttltttl nitltttt tut�lttt !uthtu ttnfnn ttultlliir,s�lll�trr► i r i - �-- " ' ►f ------- lim ftrr.nr+wwr i a. y , * NOTE": TURN D(*--F' LAYER PRIOR TO PL071 1NG +lin,. * `•n:' 4ATC" ROOT ZONE AREA ON ENLARGEMFN 1 PLAN USING rk)OF" LAYER SPEC I F 1 CA T 1 ONSWit I '� UN i T S 17F - 90 CM X 50 CM X z 5 CM l6.7 CM (6.6• 23 CM (9_®") (�» x20• x I*) x '`, wr• '; _ < __ - OR 100 Cu X • ._. OO CM X2.5 CSI *'+ NOTES: < (40' X 404 X 1" ONE METER 5[atJARf) PAINTED ENAMEL tXV I T WE I GHt - 310 CRAMS (18 C'AFtKING WITH 1 AL1 pISABLEO PARKIN!; PAVtrMENT MARKINGS ARF_ Tp BE BLUE Slr'� PARALLEL UR ?0 KGMETAL SIGN PfR AS SPtCIFIEO OR APPROI/ED, TO FACE OF CURB (4.5 POUND5z.) sr T - �.. : ,.• ,._ DMV DISABLED STATE etr A.D.A. �� H c 401 Kc/�1 (STac PSI) t„ PERMIT ONLY, R'EQUIRfMEN T5. COLOR - BLACK (STAR ARD) w VIOLATORS SECURE TO 2. INSTALL DISABLED PARKING S;GN AT EACH DESIGNATED STALL. ----- PES04 _ 100x POST-CONSLMfr1R c WE POST. SIGNAGE SHALL COMPLY WfTH CURRENT STATE REGOLATIONS . RECYCL.ED NDWILDPE SUBJECT TO AND DENOTE "VAN ACCESSABLE" SPACES WHERE SHOWN. `♦ c, TOWING UNDER LOCATE SIGN WNfRE� SHOWN ON PLAN. _ ELM AJ ORS 811.620 w - !I ? E AND FINE UP GRASSPA VE SQUARES , TO 54'10 UNDER - F �- PLAN VIEW FA CE QF CURB ORS 811.615 1_ .f"UUAL t E� (OR, BACK OF WALK) JAC NT G t N.T.S, AD E RASSPAVE SIxMRES r� 1a» � G' slow N E: — - SEE ENLARGEMENT BELOW 5, NO-- -PARKING f— Cir (3.3•) o 3" OW RING D(A GAL V I TOW AWAY ZONE ------2.3 CM (0N9') NSUPPL R OW FREE BY NIX L MANLFACTURER ME to CAPATOP S7 _J _ FIRE LANE 6 CM (2.4 ) at CONCRETE SANG (CLEAN, SHARP SAND) OF POST URS PAINTED 5YM�10L ON g w -COMPACTED SANDY GRAVEL A.C PA VlNG A T EACH 98.810--812 � � a DISABLEL) STALL "' '� r° � c:�`i ROAD w _4 � �; ,� ,r .� � , , � .., BASE � 4 }� r -low opp- 1•----CONCRETE 6 _ 9' " �j#i c r I !• i FOOTING MIN.^ -� MIN.. L 1. .1 J cAMPAc7Ll/ SL+IdcRAD�, -� I _-' 9i5X MoD I F/ED PROC i OR DIENS 1 T Y �-... DIA. AUTOMOBILE STALL �T� '� ." . ..i; ., -- �- TION TOP OF CRASS ROOT MASS (6 AMI; Q �"` �•.,,.. b ' DISAd(,� �ry(,'N 1 ABOVE' TOP OF R 1 NG) �•►•. r DISABLED PARKING STALL PAVEMENT MARKINGS, F H GROUND "' - G'RASSPAVE 7i1TTACN wITH W j 1 _ PEC AND HALE t ROOT MASS t0 FILL ` -CONCRETE GRASSPAVE ~ Z F0077NG � b ,, , ?Sl?UAREScc I ( COMPACTED SANDY GRAVEL ENLAR MEN T BASE COURSE .� CL 1 L MIN. - Q L w - NOTE: GRA SSJPL AN T TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DES 1 GNER. ,� �`�• a z 4 HANDICAP STRIPING ) - NO PARKING SIGN r 2 SCALE: As NO TED C 1 . 04, GRASS PAVER UNIT Df. TAIL 3 SCALE: AS NOTED "-" Z } C • 04 SCALE: AS NOTED C 1 . 04 FOR C>r %NSTRU TtaN - >��'1'Y_ ''1'-l`"`Y"""`Y'Y`Y-Y"11'-`r`1f�(� �^r-�-�'•�r�� ,� t .- Y YY'`yYY~I'�_� L2 C 16' 8" - -� 1 (4 MIN.) `} x 20" -AV AIIIII �— -- /NSfO1L YI-6A[K 37EFL GA!� TYP. _ 4- {T 0 5' MIN. r j I ' i O —L it 2 yi !OST MATE HiQ A.S T/y f�•.s4/t'7w, GROUND O AAS�SITO M /10 » » Glaoxs PA"A MATERIALS: A/C ^Qk mrovr tel " w » " `r �+ 2 X 2 X 40 , 12 GA. GALV. PERFORATED 1 y r� (; =� .�� `s . , o r '`)1:y � ,� ,• `,• TED STEEL - I t; f ,Dy , • POST. NOR ` 2 1/2 X. 2 1/� X 18", 12 GA. GALV. PERFORATED STEEL STIFFNER POST. j- 2 1/4- X 2 1/4- X 36", 12 GA. GALV. PERFORATED Q' 16.c�a y �. STEEL ANCHOR. 45tCrION -A-A' GROUND " " r, n7.s r 0 - - 3/8 X 3 1/2 , GALVANIZED HEX HEAD BOLT WITH !r 3» / LOCK WASHER, OR 5/16" CORNER BOLT. �� +of.+�' t� l 18" 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND 1 A4Ja�:i • 4 -� LOCK WASHER, 2 BOLTS PER RAIL PER POST'. �� !F'K p I A-p- 1 - O 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZED RED AND WHITE PAINT. d �-6iVS?77rf1L V'" C�tiltV. 3TCFL CABLE 0 �} L! 6liAL r4/5* J 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES .t _ Srai/,r fiYD IarfJr-! cav�cy � © FOR STREETS AND HIGHWAYS AND THE OREGON _ • w/7M 'iv/-L/7•E` 1r> Ptjsr SUPPLEMENT. c e[�c,r r'l',E'[LDw w CAcu J `- .� Q ,Pt-��Ec�rvr• rvoE Eyes< B0,L* b••�/D' �.Odb �iur s/„iv ;F-1 BARRICADES S� o AND x1vox r✓/rN Al qe,c r vj t o w o O 8C-8 BARRICADE DESIGN `� a �5 LOCK ALr4ro?NN7//VG ,Pff!F!'7/vE srt/oE'sell) 6C-9 BARRICADE APPLICATION - o U y I r I Bot-T 0 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 4 .,.�,► t I ACCORDANCE VMTH THE CURRENT STATE OF OREGON � � � • � � M^ F�j y� STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION -, o BARRICADE & SIGN SUPPORT I 0 ci c3 w '•� .�. � r o j / ;'_ r a i �` 4. BARRICADE FOR SIDEWALK IS SIMILAR. � -Y m FIRE DEPARTMENT ACCESS 4 ' —�-- ---- _-- STREET BARRICADE 5 # o ' SCALE: AS NOTED G' 1 . 04 - SCALA': AS NOTED „� 4 a � z ,C 1 . 0� ljj o SHEET 1 t t 1 14999 SW Royalty Pkwy I 2 SIi 96 0018 �� 3 r .. C 1 ! 0 5n(53 6 r , . - r a w • 4 .: ..,•r. _ .._:.,:.,o».. ...� .,r r'.-. .r, ► 1..1...'..._....jrah_..,.._L.,. +4M. ..,,,...a.--•+... .r..+,:ar..a... _ _. ' -�.� y t ..-,....___ ._ - �T '�7.""Mr.....wi,..l4 '4' 4 1 IF THIS NOTICE APPEARS CLEARER TITAN THE OUT 7 1,9aN I)OCIIMENT,TIIE DOCUMENT IS OF MARGINAL.QUALITY. 1VIIGROFILI"�'[EI) II�II)�Illil! �III��f�III�I ► ��IJI�I�I;I�I I IJI�I�I�f�iJi�) i�l�l�lil�i�i 1 l���rjl���i;) f l�I���I�I�i'I ! ,'�Ill�t'1�1�1 Ili�i�i�l+I�lil I�I�ltl�4�1+1�1 � I�i�lll�l�I�I I�i�Ijl�1�I�If � �, l4rp1 MADE IN m tll� IiI�IIH II!lI1111illnllllllllll�ullllnl1111111n111I!I !!Hilt!! ntllttt! IltlitllTnlllnl IIII�IInI�I�tlilil Iilr�llll tl►lilllli!Ill�lilt IIr!illrt!►IIIiIIlIIlI+IIIIlIItIIt�IrrlttHlllrtr IIIIiIIII IIII�IIII III!�itll Itil�lttt 11lI�litl IIII�1111!Illilii1 IlltilU► IIIri1l- i litre i �+ r 7 — '. `X'i:'w:. „ i '• L4(: N ' '':^,I ''' :i.'' u'- R. Le•. ,. ' •,• , '.. , ., .1.:.. L:dlr. - ..A:.^1. ., :.t .,. _.......... e- .. .. ..._ L y.. . .}ry � Via,+ -,. , ) :... ,.;.,+M° ;•;7 1 't+ - r`:JYi ''L .'. �'` .. - 39.-. ,''., '" v1a+1t..•p. 1... '1,.b.., a7. r �.. � 4iu3iiL: aL4111Cw '''. ":J' 'A,,. :.x ;: .,. � - .. .- _�.'. .� r r• _� .�' - .. .. '.:y; sYfh �i'P" +x '/ '. t�N,`, .. dry 9r.'�� ... e lu as , i . ,—.,.... .. ...,r..,..._,..,,..,,,.. ...... �., 3ElET Sw T SmT .r; r - •, ''r-. ,. ' + � � { 1 � i � - � ��u < ' Vit• a� � a. Af k, '\ �� •ter ;, .` / / I y 1 � '�. `` � ,r • e � r �'. ,� �� � • , ARIGHT-•OF—WAY �T' TT 1/E N ! 1 / / !y =Z=a.-0=w I -gel 01i 400+1 po t / / / 1'7 z t f0) Zw of to LAJ Of L_ c1cQ. z t for 1p Lai LAJ r �. / i' ' `J { l.� REFER TO ROCK WALL DE TA IL 1/C2.05 - . SECTION A—A '� � ' j ' � $ / y l � r-•,-_, 1Q Y. .�•, raj / ( / , r�,/' ,, (o 'o3 ,� FOR CONSTRUCTION '♦`•. ,! / , `. / • ' /y� ,e •'�-M- !• /� / 'r �; •/ / f , /.0 , LEGEND: / r i _''� X144 EXISTING CONTOUR ____.240 PROPOSED CONTOUR • "• -.,_.._ _...__ .-- , /Or' � � � / o � / ! '.* fir. / / LIMITS OF O "`'- _..-- _ _ � r•.% / LIMI GRADING CJD --- _.. / / ' , / / j J' ■ CATCH BASIN 4it Lj BENCH MARK: ` .+�.• / may— • r, ' / / - ,, �� -,"f /^ .� , / �` ALL ELEVATIONS ARE BASED C?N WASHINGTON COUNTY , C �� F! •-- . ; - - - '" /' �L. ' /, BENCH MARK #561, A BRASS DISK IN A CONCRETE "�•. - .r ..,, .. •,'"'',.•.- .. _ - SIDEWALK A A �^ T THE CORNER OF HIGHWAY 99 WEST AND DURHAM ROAD. ELEVA770N=790.99 PER .� WASHINGTON COUNTY PUBLIC WC.IRKS RECORDS. 5_"k A.rta�ra� 'y' -.• "`•w.. _`^_.. — .._ _.. _ .,. ..' •' ��' .� C, ` _:-" ,/,,,.i .. •'" ' ''„►—'•"'•'' I ` ,_ ,rr'• ( , / �• (. ! i / M + qy �i9\�t ht r t0� �' 'e �• _ ;= -� •_ t ,� , -:. =;� - � , � � / 1 i is . - - _ . -'1,•.. -"--.,,''� . _ r�1'�' -- :� '� +� «t � NOTE '~ -�- _ `r ;.SZ��'L . `. •.-.�' � \ REFER TO GEOTECHNICAL REPORT PORT K PREPARED BY fig' a- .. CAST IN PLACE KLEINFELDER OCTOBER 29, 199:5 AND SUPPLEMENTAL PCC RETAINING WALL � I,ETTf R DA FED JANUARY 23, 19'96 FOR GEOTECHNICAL cr _ .. • ,... " r —.. —'fir -- --__, RACADE CAN BE ELIMINATED REC OMMENDATION REFER TO L3AR STRUCTURAL PLAN ��f . IF CITY CONSTRUCTS SW 109TH -' AVFNUE/ ROYALTY PARKWAY c7 SEE EROSION CONTROL PLAN SHEET C2.��6 AND EROSION Y r r - - ' "'._ 'rte .. ~ -A1•'" r- _ ',,..' '' - CONNECTION�c oN PROJEc T. ' , ' ' _ _• ,I :�-r -- CONTROL DETAILS SHEET C2.07 FOR CONSTRUCTION REQUIREMENTS. >- �o v v� lig f c� 2 ( ~` '�•r- _ �r� ; ;,..,..--,,�, _ y" h k�,�,, �� ALL GRADING SHALL CONFORM TO 1994 UBC x °- , •1 - - � ,/''�,. C CHAPTER 33 REQUIREMENTS12 cr SCALE 1 60 0 30 60 1<<, CD in I (A) w 4 b ~ r cry d ( r FET ) ..2 � 1 Inch, 60 / W f t. SHEETr 14999 SIN Royalty Pkwy I 3 4 C2 . r) 1 SIT 96-0018 — 1 6 _ _ 7 6 of 53 d IF THIS NOTICE. APPEARS CLEARER T►IAN THF OCT 7 '99P DOCUMFNTr THE DOCUMENT IS OF MARGINAL QUALITY. 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FEET ) 1 inch = 30 i , o c3 co cQCi o rr A ' FOR CONSTRUCT40N , as W to ^ uj ! C Q f 1 i J (1) C2 * 03 N I w _ It �agr149'0 �`�' Rrv� v Pkwy 1 ,.. ? w.w .ws... � 7 "own" I- 11 ri s' IF THIS NOTICE APPEARS CLEARER THAN THE KT' 7 1998 IN)CUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFIL.MEU �'jl1111111! 11�! I�!llll lllll l illlllllillll l'lllilll l I I I l 1 1 1 1 III 1 t it.) 1 1 1 ! III 1 1 1 1 1 1 i l l l l l l 1 1 ! 1 1�1 1 1 1 1 1 1111 1 �'1 1 1 1 1 Jill III VIII 111111 Ilial ! 11111 ill � ll Illeil ill � Ili Il � 111 III ) Ill INCH MAO[ Al CNR"M, liilliiillllilllli illlllllllllilllii!!iIIIIlNlliilllli!! lillllll! Illi�!!ii illl�lill ifiliilll Illlill111fllli�!;1!!lililiil I{ll�Ill�fllNiolll ilnll111{!11l11lIIII11!lI11iI�1il�lli�h!!!IIlIt PIHillliilffi{Illd Ilttlt!'{ tliilfitt t{liilttl NNiH{i!ilii!{{I !lil�tlll if!!ilIIIHIN�I+I i r O r ma) CQ ok Ay i 9 - ; +x +a. ' , •'` - , - �'' - , •+ , y ria 2' NON-ENGlNEEFt£D s LANDSCAPE WALL . t ;.y ,EG C2.0.3 , r ` 'IWA TCH L 1 NE .09 d9p4c7- 4j iy 07• t•9� *��;.. s `" -' , 265.1 •'w k " ` ` ,. 54.84 ,w , , .��� 1.52. \ ` . p �• r �� \ ' �'� f \ �� " • � �. X30 -957.14 r .r • , �, - z iAj 290 9 art. / r ♦ 255. ?.55.52 � d0 56 256. 260.0 � �\ � .. •- �. '`56`30 �- "��-�i k �/ ,_._._.� 1 262.4A \' ?e0 3. r 0 259:9 6.70 ` ` . 210.1 .10 265.86 i 269.1$2 � ` � � ..) `► � LU CL \ ".'. f `\ .♦ �,'�% 269.8 ��V ' 258. \\, \ ase.s 2 CL 258. -• (�. 5 8 257. 257. 9.90 '� �.. a Q`` ',� ° •.. ti 6'9 3 o P • 260. 8.72 251,23 2,6475 ;o 257,40 ! 2 26 .62 r-p- 59 90 q 1` OL �\`� ,�j �' � �.. • `,� �:, \ 25 .90 � _ �, .�.Y _ - � � U Lj ♦ 8 -- " 5 .40 40 4.40 t f�' • rev `"` Ile 40 ,5 .55 _ li^ �� 47 54.38 1 ` °� ao •4 57.94 25 .3 _ x %3 n f" 9 U %( i� , r I prim .. .� 237,80 ..�7- 1 ! ,•'� k � _ T � a�'? 2W ` 25 . '"- - __ 58.08 002�r \ (�. � ` \`i7 ' `C; '• `.` "?�0�0\_ ``-ti�•,'^�-..,,, �h 25''5.7,9 �J"1' ; ---. - . 1 ���' -. WL y <,, ~~ .,. ,,,.,, •-. _ _ !l 260 M .t . - r"!' t�.�• . - ` •ti - `r Y ° "`---. .. '` .•.. �rF - 25 .7 4 W ~ '. ' Y'YIa ,: / �� + � ..,i ... � tel•.'+_�- ♦ '-'".mow. -. �� �' � t. v /� t \ O.^ o ,• - _ d r^1 ti 800 40 t, , • ' ' 8Wm242. CL - O .. } m ( RAILROAD 'TIE T LU RE I'AhJ!1SlL+ WALo. Q A 1 Wfr-'k a/r.ce 4 x a w�rc�r� ct I V NI a m r �. g0 , �. SCALE . _ - ' w °" 3 30 15 30 50 p Q _ t1 . ._. U o ( rEET ) + -•.�`.�"""""`.� SHEET 1 finch � 30 it. _ to } . t C2. 04 14999sw Royalty Pkwy I S1T 96-0018 9 of 53 - y S ' , t , IF THIS NOTICE APPEARS CLEARER THAN THE our 7 199A IN)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !7� �i�i�! �i�! ��!�!�!�!�!�! ! !f!�i�!(i�!(! ! I�l�i�l�l�l�t�! I[i[l�Iil�!�I I I-IfIg-lilll[I !�I1!1!ji�!(i 1 ►�i�i�11i�!�I i I[IEillJill 11!011 MADE IN Cm qa .._.., __._ IIIII!Illtlllll Illi�llll!1lilllil!!Illl�lliillllllIT lilt Il whill I1111illl 111111i111111111111 111111111�1lII�lII! li?llilll llll�ItIIIIIillllll III!IIIIIlul11n1111InIunI1:11 iInIlnlhnl nIlI11n nlillt�t nithttl tttdlttt lut�lnl ltnitnt t elltll) (ts1�Is11111111n11�ni l i1� 1 r- ;:. i+ :N. •.J. - .., _ y� _ ..i Mftj 1 o , 4' PA TH F-XI SI TNG GROUND ' F 1 - DRAIN RC►CK $ALi AST - r~ i YF. - � . � MINIMUM 11 THl (4" - No.4) 4 TO BE APPROVED BY THE ENGINEER. TY1w. 4 -DRAIN ROCK/BALLAST - f� J• � "� TO 8E APP MINII r 1?•t'ICK (4" - /l4) / , x PRIMARY ROCK - HARD ROWD BY THE ENGINEE-R• ANGULAR, 500 TO .:000 LBS. , .-PRIMARY ROCK - HARD 3,V" THICK PORTLAND CEMENT CpE114'1@ETF °r ANGULAR, 300 TO 3000 LHS. COMPACTED SUBGRADE OR FILL. TO 95% DRY DENSITY 4 3/4 '-0" CRUSHED AGGREGATE /' (ASTM D7557) (LfVEiIrIG COURSE)N. # M JNDISTURBED SOIL/STRUCTURAL FILL .. UNI LVED SOIL/ l STRUCTURAL FILL 4,l � _ ORLAND CEMENT FIRM FO�JNUA TION SOIL g `FIRM FOUNDATION SOIL CONRET . , .E SIDEWALK 2 ALL ROCKS TO 8E SOUND, tINWEArHERED ANGULAR LEDGE ROCK, PRIMARY RGCK .SHA! L BE 5l?0-• 3000 LBS AND BE S ND, N MOVABLE WITH A PRY PAR. RUCKS SHALL BE TIGHTLY JES ALL R011 T9 BE SOUND, UNWEATHERED ANGULAR LEDGER SCALE: N_T.S. TED ROCK. PRIMARY ROCK SHALT BE 500- ,2. �, (LOCKED TOGETHER) KITH ALTERNATING JOINTS AND WITH i ARGER ROCKS AT BOTTOM OF WALL. 3000 LBS AND SHALL NOT BE MOVABLE WITH A PRY BAR ROCK) SHALL Bf T1GHILY NESTED C O'J/ WALL TO BE FREE DRAINING THROUGH GRAVEL--PACKED VOIDS. EACH ROCK SHOULD REST ON AT (LOCKED TOGETHER) WITH ALTERNATING JOINTS AND WITH LARGED' ROCKS AT BOTTOM OF WALL. E LEAST 2 ROCKS BELOW IT DRAIN ROCK TO BE' CLEAN, ANGULAR t RA'✓EL MATERIALS SUITABLE WALL TO BE FREE- DRAINING THROUGH GRAVEL-PACKED Vt7IDS. EACH ROCK SHOULD REST ON AT FOR US£. LEAST 2 ROCKS BELOW 17, GRAIN ROCK TO BE. CLEAN, ANGULAR GRA VEL IIIA(E'RIALS SUITABLE W FOR USE. TYPE I WALL DIMENSIONS TABLE � TYPE it WALL D1AIf1'�tSIONS TABLE /'- 3" CLASS "C" ASPHALTIC CONCRETE A C 1. WALL CONSTRUCTION do LOCATION IS TO BE CERTIFIED BY GEOTECHNICAL ENGINEER AND /--' �'~ 3/4"-0" BASE COURSE r LANDSCAPE ARCHI TEC T - A -8 � C , t 2. ALL CONSTRUCTION SHALL CON''ORM TO THE ASSOCu4T10N OF ROCKERY CONTRACTOR t; Q GU;DELINES FOP CONSTRUCTIO'J OF ALL ROCKERY WALLS. 4 Q '' ' ' - e` `'' b r'i 2 C4 S 3. PROVIDE HANDRAIL WHEN WALK IS WITHIN 3' OF THE III OF WALL AND THE WALL IS >30". 6 6 4 p 4. WHEN THE SUE3DRAIN IS INSTALLED TO A RAIN DRAIN OA STORM GRAIN IT SHALL HAVE S - $ AN ACCESSIBLE BACKWATEP VALVE PER 1406(8) PSC, COMPACTED SUBGRADE 6" 1 1 2 " / 0 BASE COURSE Q 7 5 OR FILL TO 95% DRY DENSII Y 5. HAh'pRAll SHALL CONFORM TO DETAIL (ASTM 01557) 0, h� C 9 7 4 --_..--. f'ARK/NG AREA LIJ PARKING AREA PAVEMENT SECTION 3 �' � y` ROCKERY RETAINING WALL ) ` SCALE: N. T.S Q 0. SCALE: N. T.S. �C2. 05 C2. 05 4. <C Q Ln w` u) 3" CLASS "C" ASPHAL TIC CONCRETE 2" 3/4"-0" CRUSHED AGGREGA 7F ► Q 1yJ ••..,., Z (LEVELING COURSE) SEF DETAIL 1 3 3/4" RADIUS rF MONOLITHIC)(NOT REQUIRED (,,,a � � 3 03 SEE DETAIL t� V � 0 SEE DETAIL .2.05 �,,, � � • Jr • '' •.q: � 4'. 2.05 ` 1 L. SEE DETAIL 2.05 3.57 --� 0.5 a c . ca VARIES Z) � 1 VARIES , COMPACTED SUHGRAD£ - �. :. ,-„ . - Q OR FILL TO 95% DRY DENSITY B" 1 112"_O" CRUSHED AGGREGATELAJ (ASTM U 155 7) (BASE' COURSE) 4 THICK PORTLAND CEMENT CONCRETE SIDEWALK t 18 4" THICK 3/4`---0- __ 24' CRUSHED AGGREGATE TRUCK ACCF�S AREA PAVEMENT SECTION 4 TYPICAL SECTION W/ STANDARD CURB 5 SCALE: N.T.S. C2. 05,% --- • TYPICAL SECTION WISIDEWALK 6 SCALE: N. T.S. --- C2. 05•� ---- SCALE: N.T.S. C2. 05 w ' 240 r _... ._,}_; 240PMA� �' - - - e 260 .. -- -- ._., ._.. ? _ a ORPr" re Aw FLf V� 2.00 - ELE. Vs ?.60.00 3 1 MAX ._. � ,•" . Y -- V 232 00 � �•'�!�-'� ..... _ Q LL4�L F POND_ 230 f1E x o s ELEV-- 254.00 ' J r F_ - yx - __ i . 230 `. ELE vil 228.00 250 �,,` + ` , ! + » n —,_. .. t. t y d LAJ cJ V1 i _ - ICyc -226,0a, t J ) �,� }+J > Q� � O ►— to y ► O ' 0 { x.�i cry v1 cn t 9 l�A 4-Lj2 2.' i (+ 1+ (f� r ISA �1 =a ] *x ) F'v 22(1 ----.-_.. . _• �" '� 2 ( o � ►- :n °d v) r ` `� _ 2 x.20 c . - z _ ca © o Q: 41C Q: o u G+00 - 4, q r ` on 0+00 1+00 WATER QUALITY POND 1 SECTION 7 q ofoo r+00 Q WATER QUALITY P Z Q Z SCALE: N. T.S. - -� C2 05 � �_ OND 2 SECTION g - -- "�" WATER QUALITY PO ' W N N.T.s, C2. 0S�, SCALE: ND 3 SEC TIC N 9 o n ''�. SCALE: --- - ----- C2.0S SHEET14999 sw - Royalty Pkwy , �„� �, �.� .�.�.... 4 5 S iT 96-001 d 10 Of 53E /� n 1; IF THIS NOTICE .APPEARS CLEARF,R THAN THIF OUT 7 199P [K)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. A11CROFILMED 1111 !11111111 IJI#I�1�1111! 1 11111111111! 1 111;111�11111�i 1�1�l�ii1�1�1 1111(�1�1�111 1 I�I+i?I'i�1tl 1 !(Iji�l�I�I�1 f 1�111�1 if 1�I I�I�l�i i�i�l�1 ! i�I�I {�11i�i i�11i1! 111�1� tom, �of c"m ;iil�nili�iiil��i in�l��i9li��il����l�r��l�i1� Fiul�l►< ��rtl�rrr ii�Il�rn I�1�1�IriNrr�hrrr�irri�nlr�lillhill Irrr�m� - a 11 WIN* 11111 1 71 \ CONSTRUCTION ACCESS NOT lY I rb j PERM i TT..D FROM �/�J `�y, pp �/ r gyp'+ , �T�� sw i Q9Trr AvE _ . .. _ --- 4__ 11 CIA ' T P, -7 mew— L'ON54TRUCT I ON ` I ► l r , ACCESS NO I• •. / CC t f PROVIDE OltMll,E PO�ST1C I / 7 BARRIER FEN I t , � � ' � � ,! • � ,,: '/ � '� ! SW �09THDAVE�M Lo / 000" uj f % z_ Ly � ct .•� � / • ' , ' / � / � � \f / � � / ;., ' �,,• / / , , ' 11 � % / ` l / ,',� .. ..._.. _. it C `) o IV 07 0 co FOR ^^NSTRUCTION � 7.. GENERAL NOTES: -- - 1 THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS _ AND ALL INCIDENTAL 4 ORK CONSIDERED NECESSARY TO COMPLETE THE .�Ep�C.D PNr - - ; - / PROJECT IN AN AC P _ _ ` - _ •' CE TABLE MANNER. fay' �e�' ',yfA,� MEN Z HE CONTRACTOR AND/OR SUB CONTRAC7U,R SHALL NAVE A MINIMUM OF ._-. KaAa +t, y`• - - --"'� _. ;✓' -•%' ,� .ter _1 ( ` ,/ // �'� ,' �� r/ / ;/ ONE (1) SET OF APPROVf_"D CONSTRUCTION PLANS ON THE JOB SITE CJ .. ...» f .. -' _ � _ _ /•, •. • '• ,..w --" .1 " rte._•- �- y r..- r ,,,•.ar�_.r-'" :,� ' � •/ ! - -._,•^ __ _. _. ..y -..�-''./�•' .i .-- - _�;, •— , r-- � , . . �� fr;. �f,, � f/ ALL TIMES DURING THE CONSTRUCTION PHASE S. _.. _ _. �,,_ ' i - _ _ ' .r' r '! j / 1 / ! l l 1 f� +� ►��,pit �. ,o._---- ]�] `• ;.�%^ '� r f �. �� 3 THE CONTRACTOR SHALL NOTIFY0 TIGARD INSPECTION �''• asL � ! U.S.A.U.S.A5 CITY' F P a � LEGEND ( C START �.. OF iRUCT1O � 6:�4�4171 4 HOURS PRIOR v ' ____..._...,, _- ',- •- l�`"-'' '�'. � • • - - - goo!. _ -j 2 $ L„!� I G SEDrMENT / 511T FENCE \ EROSION CONTROL NOTES: , a I a r Q -----'- -""` -- �« - ' BrOFrLTRAT ION BAG + . 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROS!0N/'SEDIMENTATTON ► _ - ~ `� .-- -- - GR , CONTROL DURING CONSTRUCTION PER THE "EROSION PREVENTION AND x " ' GRAVEL CONSTRUCt ION ENTRANCE SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" DATED �� a C2.07 EX STING CONTOUR FEBRUARY, 1994. SEE THE EROSION CONTROL DETAIL SHEET FOR go ADDITTONAI. NOTES. L) 4 _ , -220 PROPOSED CON TOM u' t%� ROCKERY WALL _ ` y��... _---.,r ,' _ r,,-y •�����a+����w�• ORANGE PLASTIC BARRIER FENCE "�co.•r - -, EROSION CONTROL SEQUENCE NOTES: Qk 1 INSTALL DRAINAGE PLASTIC BARRIER Ff.NCE v v iJ 2 INSTALL SEDIMENT CONTROL f Fl ;,E CLEAR AND rAUBQJ �I .A ' ►" ` T 3 MASS GRADING 4 INSTALL UTILITIES w m i 6p 0 30 f0 12p /ALF z 5 FINAL GRADING .6 PERMANENT EROSION CONTROL. _ SHEET r• ( FEF,f ) 7 REMOVE r EMPORAcY EROSION CONTROL t v 1 Inch --- 60 ft. 14999 SW Royalty Pkwy c2o O 6 F• " I 4 � 5 - .. I I 7 � BIT 96 .�••...�.o ..l.....l...-. 11 of 53 . N1, , •i.� '1tJl k k •j.`t°!+/: ,'t' � h' .yew \ .. ^;.�q, ♦ -!" • , i-.,... .__..ti......_--,_.__._ .- .._-... .... .... ._y..... r•n_ W-9►rtlM.IxYy,YMl.r_._.........y. l.ic ... r—. .- - IF THIS NOTICE APPEARS CLEARER THAN THE OLT 7 1998 DOCUMENT',THE DOCUMENT IS OF MARGINAL QUALITY. MICRUFILMEn I)l�l�f►i{�11{l�i'I{l�!{!�! I l;llI!!�ill" !•lf l{lJlll�l�l�l 1�1�I�iii�l�l ; 1�1�?j1�1(ltl I Itl(jJill 111141111111111�l�l ( I�Itl�i6l�lji t II►��IC���t1�� ��Itl�i�l�l�i ��i(I�I�I�l�f *w M ,Njo ADC IN t�N MIA �m IH�ililhill{6111 (Iltllilllllll�Illiliili{iNillal{11lI !ni{+nr nn{���i �lii�til�!;i!!{4rri iinli�I+�n�il�n+ i�IIIr,��li�;h�r�il►,��lur� inn!�I;i�r+rihu+ln+dluri����,IIIII�I m�ln�i ��+thn�c i�iltiss riiti��i�i�P�l!tt� �u�lf�ii�fiihi�iiiilrui ir��tn��i �rl�i��l, .� r •„ 4 I � EROSION CONTROL. PLAN(ECP,) NOTES STANDARD NOTES FOR SEDIMENT FENCES F THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT LENGTH OF THE BARRIER TO AVND USE OF JOINTS, JOINTS ARE NECESSARY, I SEDIMENT LADEN WATER DOES NOT LEAVE THE 40RK SITE. THE CONTRACTOR SHALL WHEN JOINTS CLOTH SHALL 8E SPLICEL TOGETHER ONLY AT A SUPPORT' POST, WITHNECESSARY, A USE ALL AVAILABLE MEANS TO ACHIEVE TN15 RESULT. MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENE TO 1Hf POST � Ftt.TER USE STITCHED LOOPS FILTER FALXi?IC MATERIAL OR OVERLAP 2"X2" POSTS AND ATTACH AS SHOW ON DETAIL 4., � � 2. THE IMPLEMENTATION OF THESE ECP PLANS AND r l£ CONSTRLICTIDN, FABRIC OVER 2"x 2" POSTS ,� ' MAINTENANCE, REPLACEMENT, 36" WIOE ROLLS AND UPGRADING OF THESE ECP FACILITIES IS THE MA TERtAL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS � RESPONSIBILITY OF' THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART APPROVED, AND VEGETA 110N/LANDSCAPJNG IS ESTABLISHED. __ _ _. __.____.._ `�� _ AND DRI VIN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES, 3. THE ECP FACILITIES SHOWN ON THIS PLAN MUST 8E CONSTRUCTED 1N � 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. •'' CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNED ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKF!LL.ED AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE sYSrE'M o iv � AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. f N OR VIOLATE APPLICABLE WATER STANDARDS. `r 4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED 4. THE ECP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS 0 `D ~�to S77CHED LOOPS FOR 2"X2" POST INSTALLATION. STICHED LOOPS SHALL BE INSTALLED FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ECP w``.. ON THE UP HILL SIDE OF THE LOOPED AREA, I FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO _MA _ ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. --- 6' XIMUA�I SPACING -^ 5. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THElk 5. THE USEFUL. PURPOSE_, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMENENTLY FCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND A > PROTECTED AND STABILIZED. MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. FRONT VIEW _ SIDE VIEW E 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRPCTOR W A MININIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. THE ECP FACILITIES ON INACTIVE SITES SHALT BE INSPECTED AND MAINTAINED NTS NTS IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 7. ALL STORM INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE: AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS ' ' AND CONVEYANCE 1.INfS SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING ANGLE BOTH ENDS OF FILTER FABRIC OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM <i � FENCE TO ASSURE .SOIL IS TRAPPED N_O�S. � Q 4 SYSTEM. Z O I. BURY BOTTOM OF FILTER FABRIC 6" � U x S. ALL AREAS' DISTURBED BY CONSTRUCTION QF' THIS PROJECT, NOT RECEIVING A VERTICALLY BELOW FINISHED GRADE, HARD, DURABLE SURFACE SHALL BE GRASSED AND/OR LANDSCAPED AT EARLIEST N� C,I 'T 2. 2"x 2" FIR, PI NF OR STEEL PRACTICABLE TIME. FENCE POSTS. Q4t �..,_ I 1N1ERLOCKED J. STITCHED LOOPS TQ E01 t 9. IN GENERAL, CONSTRUCTION SHALL PROGRESS FROM DOWNSTREAM TO 2"x 2" POSTS OOP 8F INSTALLED ��A GG DOWNHILL SIDE OF SLOPE. G P�� P ' UPSTREAM. THE CONTRACTOR SHALL. CONSTRUCT ECP fA^ILITIES IN C.ONJlINCT10N AND ATTACH - � Q 4. COMPACT ALL AREAS OF FIL TER FABRIC S��QPgO �. WITH ALL CLEARING, GRADING AND OTHER LAND ALTERATION ACTIVITIES. TOP VIEW TRENCH. � P �-••. � , 10. STABILIZED CONSTRUCTION ENTRANCES ARE REQUIRED AND SHALL BE NTS OR I INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. THE LOCATION OF r THESE ENTRANCES SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ,. t OR RELOCATION. ADD1 T7ONAL MEASURES MAY BE REQUIRED TO ENSURE THAT All •... CO" CLEAN PIT RUN OR 2 --MINUS GRAVEL 55 D EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT: SEDIMENT FENCE _ _ � 2 � � -•.� � a �}. t� ` 11, TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN FUNCTIONAL AND 1N N� ____ ._____, � C2.�7) RADIUS 25 MIN. � � & f PLACE UNTiL THEIR REMOVAL IS DIRECTED BY THE ENGINEER. THE CONTRACTOR ROAN ; SHALL COMPLETELY RESTORE ALL. AREAS DISTURBED BY REMOVAL OF TEMPORARYQUO R�551 J EROSION CONTROL MEASURES. REMOVED MATERIALS SHALL BECOME PROPERTY TY OF THE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITFt APPLICABLE LAWS AND JURISDICTIONS. 8" MIN. DEPTH Q. o s . Q 0 z EROSION CONTROL TABLE oc o -� - oZ REFERENCE: EROSION CONTROL PLAN TECHNICAL l,'JlDANCE HANDBOOK _GRAVE_ __L _ _C__ 0__NS T R UC T_ 10_ N N_ _ �"�` i. SITE SLOPE(1) STOCKPILE UTILITIES CONSTRUCTION E TRANCE 4 BASE MEASURES <2X <10X <15% <20X <30% <50% >50X CATCH BASIN DITCH NOTE: NTS - ��� �__ ____ �� C�.07 ckc DRAINAGE DRAINAGE � Y `--; I. GRAVEL CONSTRUCTION X X X X X X X STAKING OF BAGS MABE ENTRANCE (SEC 3.3.1) REQUIRED USING (2)1"x 2' K X KOOOD STAKES OR APPROVED � 2. SEDIMENT FENCE OR X X X X x EQUAL PER BAG. �' " � BARRIER ® TOE OF DISTURBED o AREA (SEC. 3.3.2 do 3.3.3) 2�' J. UNDISTURBED BUFFER 0TOE A(2.) �• e, OF DISTURBED AREA (SEC. 3 3.5) 4ON CONTOURS (SPACING). SEDIMENT FENCE INSTALLED X X X X X Xcc (300') (150') (100') (50') (25') (25') �t (SEC. J.3.2) <^y MAY BE USED SHORT TERM 4 W 4 � W1 UTILITY Wt7RK AND W/ l� 5. TEMP INTERCEPTOR DIKES/ � ,y !y r� # # � �� _.__��HASING OF DEVELOPMENT q �Q SWALES AROUND ACTIVE WORK cam, AREAS (SEC. ,3.3.71) z V) 6. CHECK DAMS X (SEC. 3.3.13 do 3.3.3) I PRO,.--- �► .. _ X35 7. STORM DRAIN INLET cc01G icq 1e o3a PROTECTION BARRIER X (SEC. 3.3. 12) LL o 8 WET WEATHER MEASURES P �IPA A 'f'f►rt .ae� d� 8. ESTABLISH GRASS � . . , , ' �uisl (SEC. 3.3 6) CA TCH BASIN AREA DRAIN THIS SHEET PROVIDED NTS NTSDED FOR £x����� '�'�,_q` � 9. 2"- MIN SIRA K' MULCH 0 0 0 0 0 G INFORMATIONAL PURPOSES. SEF_ PLAN VIEW C NTS _ q ' COVER (SEC. 3.3.7) PROJECT LA0. "P0047619", PERMIT NO. 05064072 AS SUBMITTED 10. EROSION BLANKETS W/ 0 O 0 0 0 0 02/15/95. t ANCHORS (SEC. 3.3.L3) a � U Q 11, 6•-MIL PLASTIC SHEET 0 0 0 0 COVER (SEC. 3.3.9) PT.'Ar 6" OVERLAP FLOW TYPICAL- n 41 x 12. SEDIMENT TRAP OR POND 0 0 0 0 0 (SEC. J-3.10) PT ,B, DITCH BOTTOM � POST CONSTRUCTION 11 1 1 FLOW 1: At t N I 13. ESTABLISH GROUND X X X X X X X X PT. 'A' MUST BE 6 ' Or COVER OR LANDSCAPE PRIOR MIN. HIGHER THAN L,; TO REMOVING EROSION PT, 'B SECTION A 4 c� A MEASURES (SEC. 3.3.6) Q: SEC 1rOW A DITCH INLET� PLAN �A �- Y N'S___.. CD KEY. X s BASE MEASURE (REQUIRED AT ALL TIMES) - - A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS wco © BI 3 * = OPTIONAL BASE. MEASURE, CAN USE AS APPLICABLE 3 0FI L TER BA G u, 3 0 + - SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER T - APRIL 30) DITCHES & SWAL�`S ��r.�_ INLET 0 ALTERNATIVE WET WEATHER MEASURE TO PROTECTION 1 ac 0 _ C2.07 Nom______ 02.07 SNEFT (1) NUTS: Jr DIFFERENT AREAS tit THF Slit HAVE C'ONSIDERABL'Y DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION NTS CMEASURES SELECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN THE MATRIX w 14999 SW Royalty Pkwy ` -_ i _ C2 * 074 56V) 12 of 53 IF THIS NOTICE:APPEARS CLEARER TVAN THE 'r 7 199R I)OC'UMENT,THE INK'UMENT IS OF MARGIP AL QUALITY. 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' • . ; / r / frr ,` /• `' ! / ; ; / ' / ! /� /P i /' ! ie /, ✓ ,/ �, 77« /' �J`(/ A TREE CUTTING PERMIT IS REQUIRED TO BE .. .._ .._ ._. .._ ro+ /. / j.' / / // / / / �� �' I. ✓' / / I i �' f ' �/ �` OBTAINED FROM THE CITY OF TIGARD, , ...�".• r r \ '/ ! / I / /�/ 1 / '� f / �, ,l / r' ." ,' �•" OREGON PRIOR TOTREES. 4 ^ CUTTING OF w ••�,.,�, „ ,�., ........, /r r .P I r r �' // ��/r / / !! ! /, / 1 /., + t r /'' / / /f a _ �' f 1 �v r'r14 /;r'1'!/ /4. r'r' r /� � ! r/ �/ ,// / ! /' / J/� / 1_ f ;/!/ �t' /�C / 1� / !/' �, ' \\\ ' /`A !^• �, U - �. -•' ... � _ �, � 4v t "` �' / 1' .r ! ,� i��.-+•- /' e / !pl / / - / /1 //! ,� / � . % r' r� � ,.! ' ! l� / / � /•r• �• I. 1 - i r J r ,r7s1 `1► - t r LEGEND -4,--p 7 14 PRO _ _ "'� `• ._._ "1't• • �/ I"� ><, C ! r r/ t O.F y P / i� I/ T- v� V r�+.w_ e, f.- ,w - O'1 ��' / I � .c� d ... l,• f. K -40 _ ~ .. 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MICIROFILMED I P�I�IJI�!�I�! 1.11111 Jill 111111 1NCN Mae 0 GRAM ! - .Ir _ 17no _ { I IIIIIINNIIIIiIiIII�!!�i�!!!!!I!�il!!!IIIIIIIi{i(III�NU ilUIIIILINI+IIiI I!!i'E!Ili!!!II!1!1 1i!!Ii!!!N11!�!!1! 1!1lIIIiI II11�1!III!111�1111 Ill1�14111!IIIR!01111IIl�lllittl!f�1111t!1111!III IIIIIIIH t!11,!;!1111!1'I!i1 itllhlt�itltni in!ii!n,!n!1t!ti m!Inn rn!I�In �!I!I!�i!t11, r wr�cww ar�orrw�.rwrrwr�yrM . y i _ 109i a r A S. W. Tl-f AVENUE � �.``_ __ — •..u� — ...� � . r�� w .rr�� www �. �. . �+� +.�. + . �. _.—r..rr . , —r .�� •�� ..r �r ..�� i�� w ...�. +ro. .mm- r� ..�� ...�.. �..�. �r �.w �► �� -�� � mow. . arl� aim- t7ti JL t)Oftil 00+i1 001 0 fl DD S ..�...® . .r.�.r,. � "'�""' Lmm+ 1F `�"^ ..rr......o....� _ — __— fes,..— ______ �� -- — - - ._ ...—... ....--� /`--...._� .�� �...� __.� _.•"� ,.r,� _.�_ ... p RIGHT—OF--WAY *ri r cl� 4 ` $ \ �A r / � LAJ<\ R Ly .f w 13 Q. i � Q I POND / r \ \ �' ._ / L40 z LAJ C . /� P �L W Q, OND j# .5 Ile\ cl all _ I ,�' FOR CONSTRUCTIONe,�*.DPR —011o INC . % LEGEND 8. - ` Y �& •�-- STORM DRAIN SAN I TEARY SEWER / ---r-- WATER L 1 NE h r ; FIRE SPRINKLER SUPPLY LINE lotl DOMESTIC SUPPLY LINE ' ------------- U / FIRE DEPARTMENT CONNECTION (FDC) SUPPLY LINE >- CDz w 1 Y Ll Q a,Li 0 rg ro*c . d � °d V � SAN I tARY SEWER & WATER SANITARY E do WA TER REFER TO SHEET C3.02 REFER TO H C3.03 ONS 1 TE STORM DRA I N ONS I TE TODPA I N Q] J 4 A REFER TO SHEF_T C3.04 REFER 0 H ET C3.05 ' "' - CL V) `�► �� w 9,9 w� .., _ 60 0 30 so f 2c? o m 3 _ s�r / SCALE �.�_.._ a —_ FEET O ceel{{ 1 - _ EET 1 Inch 60 art. SHEET �— �, w 1 In SIT1C%3. 0 1 N 14999 SW Royalty Pkwy 4 6 , Q 096-30Q1 1 8 ' J IF THIS NOTICE APPEARS CLEARER THAN THE ULT 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAl,1'rv. MICROFILMED I�!{lel fli 1 11 Ill 111 11Ij( 1{111{ Ill IIll II'if! I�fllli�ll!{I I tit j19ij1{I I Illli=l�l�iii I I{I{i{I�I{IJI ( I{Ilf{{�I�ijl i{I{i{I�I�I'I{ 1 i�l�i�l�I�IJI I�IJl�llljl��i H►I!�!t !!!!P!!u !I!!II►ui!!!!I!!ltilltlllni 91!llufl n!!IIln �nllfll! !ilI�11111111111III uulllllllnl!Illllllfl{1111 IIIIIiIIIl�III111 Iillll111�IIIIfIIIlllilllllllillllf�ll� Iti ll�llt�ihl IIII�NI! IHI�111! !!I!{I!!!!1!!1!!{I�!lllllil)lIII�!!!l llll�lll! IIlI�NI! !H!lIl1IH1!!�!Illltl c W ttlY?M1 ..,, •,w.. : h:thi ,,..:..;., ear ..:::a• .. .m.,.., „gym.... LLriiro°1ii,� oo �A� y 1� + 9 a. Ik,. W-1 AfkEwor,� c n. • .\ REPLACE: E* S T 1 NG 8" DI h?C MQ VE EXISTING BLOCK 1 NCS AND L.F. I?" D. !. P i PE + r•, � � 1� � -- --____ 710 LF WA RL I NE W/ CONNECT PROPOSED 12" WATERT_ I ` - 12" SEE SH . 04.02 TO REPLACEMENT 12. WATEKL INE ANGLE POINT � .� shw ., STA 2"e+010.00 IS RT f ;�� �� 1091-H u L 1 2 I X03 ''' -•..,_.�j_ ,, :< DEF )r 0024'Z7 .. W. t 0 9 i i A wM a.o. u � '37� F. D 12" D. i. _P _ _ _- - _ - GM T-4 --1k6 Y I - _ .._ x1 P 1 lYM {j.•yy� w: _ _ t '"~ F__ __.•1_ _ __ .. .w . ..... ....... w,,. . .s . .wr. ••+ Mir ^ �•► - .....v- -- y• . _, l.F v0+9„ ty QQ+r,� !+ (1Qi+•EZ - 00•*ZZ OG+1Z ,,� - - ..� - --- - --- -,. CA . :•. � „` 1 (CAR V) r.' ` _� >?OL c �1�...ten.• ....rte .• .ren/• .ter . • +^•i.i--. T j: y 221129 BLEND (Mk t PT _ ` 12"x8" TEE (MJ) 12 XB TEE (tb1JLZOCK i • I Coll BEND MJ n Q l W/ THRUST BLOCK W/' THRUST 13L CL Q�V ACTUAL DEFLECTION v`�- / W,,/350 5HRt1S THRUST BLOCK � , •.._.__ e" ;v (MJ) ,----1LEGEND• ,� � • ---�--�, � �� �� � �..._._..�. ,�� � IN 71 "X?" T M xP C W/ 4 `'SGV` FL xMJ L"1 $ ., " -- •� r.. it N. �` f � a DOMESTIC 1C w1, ,1_f, s�H'PL ti' TYPE B REFER t0 DETAIL 2 •' � / , , � _ �,✓ . ' \ �► ul 03.08 y \/ 3/4" WATER ME_TEP AND SERVICE PER C1 rY OF T IGARD STANDARDS / / !/ 4 ;�' / , 28 " C�2) 8_x 4 TEE F'L �'�;r O� / � �� �G �. D r L.F. g � • f - rK� ? � • 14„ G e O PIPE �J t" DOMESTIC WATER SUPPLY "TYf'F A" REFER T - ��� t�: 1 > `•,��, D -� ,� fR�i�T B GC .�fu mr_ �"~• , `'GO 0 DETAIL r L r _ )` �. _ FF MJ x FL) / ' LF 1 �7 A, rr ,� t F=31 C.80 \ 44 y Qi 2 f h� V ' -4�-�_ t-BII1df_lei / � ,��� ,. ' ' `,, •,, �O� ` 29.0 LF 6" O S=s. 70Z � FIRE SER v r CE VAULT - REFER TO UE 1A 1 L �-�.-- V 3.09 �` h`� :' --_ OC37-08 L. 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O DJ1,8L CHECK VAL VE T '' , ` �� / Q�v 1'1' f� �/� �! •• -- TEE ;GB) i E_ ,0.22' L 1 AER �vA 1 r W' 4 * ,( - E RL N 8xs D. 1. L E / G V Fl.xMJ) _- 1 ► c> c� ` TEE 1 •--__-- t: I • WATER METEk ZMJ x FL -f'. r .;.5 F =3 4S'_ r„ :,..J.r /ESC h `�� 'T 1 JE=279.53 Jr - 6" SD X rNG (� v / 51:6 LF b 3 W/' THRUST BLOCK f. �G. �r" _= 1 l.� ® 97.6 LF- 6" 0 S=2*' 4 �� /O' p`` ` f )O S= 19.7 - -� �, / ' - TOP-275.80 QLAJ f z F;-1RUST BLOCK REi ER Tp DE 1"A 1 t �Q,4 . :.r '`�- �^ ..-_4- / ,4" / I 1 J� L L BOW (CBS 1 f=280.04 V '-' C3.�7 1x.34 L.r 8" r • C (�. /CO • q,F , _ _ -->~- 7.. �.• ♦ l TOP rE=2er.oDNI, PIP �., , `''�'_ , Q .B �„ X11' 10.3 Lf 6" O S-4.95.X IE-277.60 8 GV (MJ) \ _`�, `q, a. TbP-324.0 TOPI'LJR5 •� ,/� �.. f BLOW OFF - ANGLL POINT 1 7G• �'' �r� ` I E=318. I E-v,320,49 0 '� ` ^r w OC X_ I� / / .97 L O S= 12 9% REFER tU U! TA rl -- 1 fig`' t,'" , �` �r'' 9 d3 �.F 6" O S---2R 7 1 . ti4 , - _ __. _ DEFLECTION ANGLE = ti C, " 3.30 2° 53' 42" \ �. 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'` ¢�- --- _. -x r ?_8.517,tF 6"_A' 5= 41.9X w '� cry ,�,_ i'"vC� z w I ACTUAL llEF LECT ION - , t / !� r a. �„ W 45' 00' 00" \ �'i `5�a �' r(C ( � �GE �'� /r ' N' I 31.26 LF 6" O S=4.20?l `) d W 1 TH THRUST BLOCK f / t `'p rr. Lr. ��1 �` d , ,1 �`� 6" � r9) _; 4 1E -2;,x.00 ; --�_ %+ _ � • 1N/ 21 SOW GB "' - x•►• / .' I E1273.36 a0 c/1 ca Ily T� .YE'R T REND v V -- 8236�,C,f` 6 a. 99.S2X 1 i L.F.tootw. 8" 1 t E. - • >• 8"x4" TEE MJxt r, w n...• : CO` • V A, ,' 7.64 .LF 6" O 5+•6.5 ' TO = �.267.Q ._' ' " A I 99 _ --- :, ��.i r " �► / rr .� c . , ,, - ° �I X54.G4 _.. .T,_ ',r ! 6 WYE r rr=-25 t.06 Q © yr! � , , G V (f'l.�rA�,1 6 >+f)Fl� 3 0 r }4 ER t l E . '- ���/ •, _ _ W 4 ) '5��.87 '� 1 198.37 f Ca/l r V T 8 to i 6U.'S4 CF 6" O 5=420 v v j - - ' TpP-278. _ � U V - - , t7� c� C� _ /• �, �/' v a I E-272.24 ,. .�---_ --... ` r0 �,, v/ 1 s � � �, � f1 IO " r_ r TOP 2D 2. ` - _64.03 LF 6t. CO {G8 r-- •�.. ,.� � z ° " 45° 8" D. 1, 1 I 22 j� BEND S 4 �6 O .�- 7 OX JE.=?81__ 5 I 00 LF 6" 6- I19.ZX r . TOp-257.5 + z w c� r• r` D. BEND MJ) _ BEND (Md) _ X '� 5 8 1. ( _ f .� IE-309.50. / ; S 1.DO ACTVAL DEFLECTION •� ACTUAL. DEFLECTION r ON - 53.50 LF 6�' ,O S� 15.3X � ••- -- ~ 'n"�' �i� �"� ' �' aS. a, W) 10 to / �,�,,,, r I 450 00' 00" 45 00 DO - qN� WITH 1H N'/ THRUST BLOCK 4r� iFo1.3 .�.... ,.m.. ._.. SHEET RWS T BLOCK C3* 02 STR LAJ FOR CO UCTON 14999 SW Royalty Pkwy ` I 4 5 � 7 � (!) ,.►� 4 SIT 96-0018 15 of 53 ' IF THIS NOTICE APPEARS CLEARER THAN THE OUT t 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL,QUALITY. 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WET TAP EXISTING L I Nf I t * S .02X �> WHILE E ►N / ---- �._ L SERV 1 CE- L2\ " -OMR I NATION A IR & VACCUUIN' t � Cu \ �., �� . _ ` � Y •. � � �� /r • • .`` 172 �.f. 2" SCD 40 PVC 6 VAL VE (CARV) REFER TO DETAIL C3.07 10 F. ?"-SCD 4th PV / FIRE HYDRANT REFER TO DETAIL WA TER L ;NE 3. 77 � 42.5 t L. 2'" 4 PVA r cr FIRE DEPARTMENT CONNECTION / .� �� ,I� _44._ 2 1, F. ?" $CU 40 PVC 4i / o �; --------------- F.D.C. SUPPLY LINE / _. . }� DOMES 1 C WATER SLLPPL Y L I NE .,.. • .� f s� r - % % .__ FIRE SPRINKLER SUPPLY L 1 NE � � r ' � / '' O / ' `-� , : • `� 1 •�I• � ```� % � DOUBLE CHECK VALVE __,-- 2 COPPER SERV I C£ h,[ I • //O. ! F1, " CO 40 PVC_ ' � "t O WATER METER 3 a . � 7 ��� ���. O .72X ,/ � -' A THRUST BLOCK REFER TO DETAIL C3.07 BLOWOFF -- REFER TO DETAIL G I f C3.07 �J► �- I CLEAN OUT ,SS LAT L_ 'J►- . N / 7/ / SS,:S7A. 34+09 _ FITTING AS NOTED 04 >-- L 1 / / I / 217:-LF O 5=38. 72X -- �.,,r• Cx , CO LAJ _ T v) Q ti 50.55 C..F 6" 1 0--S= 4I_2 x - �" / �;� , ' , �� �� 43.9 L.F. 2" S 40 PVC O) low 1 1.E.•► .7.78.3 _ a -- ti/ ♦ a 41.4 L.F. 2" SC.� .. Q Q 33 1; r' ,r 0 • s 5.1.56X i 4" /p/ O `t , r Y`,• Y"�"Y`Y"1r""� \ (f) 34 L.F. 4 DI PIPE I / '' 6" SS LAT. .�.�-.....►�/ 1 � �� ✓ i `11► _ A !�r SS STA. 36+31 / 20 L.F. O S=BX « L.F. 2 COPPER SERV 1 Cf \ %\ to 1 SCD 4(l PVC- 1e� 3 51 LF 6" O S=3.�I476� ` ` / % `� CO A„yIPM Le49,�' TOP='/- 47 \ \ r (f� IE-"4 36 ��� N OD 62 52 1_F' 6 Y S=3.44X ��• �` ` U W i i � �" 04 z '� .' \ SCALE 40 Q 20 40 _ 80 , �! wry rll.Y1Irwr .....1 .w •I/., C' 1 '• TIL •r �a ( FEET '� c� 1 , to Inch = 40 ft. w SHEET w 14999 S'N Royalty Pkwy ,4 � 5 � C3* 03 1SIT 96-date "' 1 �/j 16 of 53 �" - gnaw. 7 IF THIS NOTICE APPEARS CLEARER THAN TIE Uur 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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'`'.c '�' �,� �) `` � h - ,, ,, 4� �• ' r r n� t ,�ti rt�/ � .+�� x. to I It 470 1 //,/ 1 J j �� ♦ ,�• N ,� t��� / y , , i •• / 1 _ .-_-• THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY • / e, q• • / / t 4 AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM w �l \ f 4' / / `, `` '` ALL MAINTENANCE TO ASSURE PROPER FUNCTIONING 1-. :/ ,C ,� r ♦ ,�, / ' V b / FACILITY. C ION !NG OF THE \ \..`� :r�:S , J �% �• 'i J�/ THE DEVELOPER SHALL PROVIDE THE CITY'S DIRECTOR OF / 1 MAINTENANCES SERVICES WITH A SCHEDULE OF THEIR CONTRACTORS WORK SO THAT CITY CREWS CAN MONITOR MA!NTENANCE OPERATIONS t1) x AND THE REMOVAL OF SILTS AND DEER I S. ' �•..� ', ,� ,` � \' •' � � " '. � }� ' - `,. � �'� � x y •,� ` > f _ .v / , ` �' pC4� '• ON OCTOBER IST OF EACH YEAR, THE DEVELOPER SHALL PROVIDE ALAJ {�� / i ,y'� • ,4WRITTEN EVALUATION OF THE OPERATION OF THE FACILITY TO THE �•''` '` r j. `- hr• d� /y/7 ♦ �. ! �' �� r / ♦ CITY AND WILL PERFORM ANY REPAIRS OR IMPROVEMENTS " q ". �� a 4J 4/ r•c • 4, "�� I DENT I F I ED IN THE EVALUATION. Lif 4b lftvw " I . V Cy Lry I // 40 0 0 C, La FEET ) x ' ` , _, -� +y,yM / \ .� ,., �► // r• 1 Inch 40 ft. ✓ • -.� FOR CONSTRUCTION t� a M Qy I " X 12" AREA DRA IN - REFER TO Df TA!L C r qb /(\ r 1 _ _ - qty / \ `q. 0 + f "`rte ? 1►`'b�` �� / t'CQ.7 d 1-�J �� �/ q'`4/�' / ���, r' _ '`� �� �♦ i ` CLEAN OUT . 1t ,�,� ` �,,;b' •"� _ - �'M 4�(, ! / // / _}__ FITTING AS NOTED --in o► t, 0 �1h K ! TEE - ALL TEES SHOULD BE In JI) ,� c� ♦ /, ' • ♦�, \. /, SANITARY SEWER STYLE TEES -`• / ti / 4 �' h EXISTING GROUND tINISH GRADE icon ` /BENCH on"M d . ' ` •��.' ,• h, �1 ,ro 3' MIN. ' '' 1 i / 0 7 i __,li.. °►"t�.-' :. _ / .� ��/ ` \ • ` ---� ! 4 - P I' (MIN.) i _ ._ . v/ ,g r,, f r'� k, ' l ,�. 1�, 3 " E�P114f�5• 1Z -3/-'!C. CJ LJ �ti,�` 1 ' / Cr�l '� h SEED SWALE BOTTOM AND 1 « .. r SIDE SLOPES WITH, rr 2 \. 67�C TALL FESCUE c cs - 1 , �- 8 : ♦ , Nh I. .4 (� 16X SEASIDE BENI'GRASS - I 7 b , , .fir r 4/�` w• � �h 9X MEADOW FOYTAIL t� _ 7- 6X ALSIK C f ', '; _ �'�' ♦ q1 E LOVER 1 3 4.C' cn ;'-• - !_; ' ,_l ,7r �� \ryry off. : �;, N• > / �� ��- ' �X MARSHFIELD BIG TREFOIL. 'moo .5% INERT MATTER 0.5% WEED SEEDCL 8-10 LBS w WATER QUALITY SWALE PER 1000 SF- ,�., cr a —A SECTION A � c 4 laJ �,� �� r / -.-, .fir ,_1 /I t7j Q p e`j / 6 w IltJ �.3 .05 CL ' / x' 'Y' Y ,�, •r"'� Y )r y yY`Y , .Y ,Y_'Y"�,,�,�- Y"1 } � �.. ( /' H w f - i i NOTES: �� m N m— Z-3� 1. SPECIAL M 1 X REQU I RED FOR WA TER QUAL. l T Y SWALE TREATMENT PURPOSES ONLY 1r~�' - zz La `a �_ _ �• - : `' 2. REMAINDER OF S 1 TE SHALL 8t PER LANDSCAPE HARD AP P I I / SC E PLANS AND SPECIFICATIONS � e q a J. SWALE D IIh'.fIYS IONS, LENGTH, W 1 DTH, SLOPE'S, ANI? VEG I TAT ION, ARE RfQU I RED TO MEFT WATER QUAL f TY •' '" O ~� snow mmw }w .rrrr. �� dENEw �r _.._� SW ALENEN7 PUM?POSES. w�• rrrlr . .. ter•. � ._..... h 1. �, b✓f1�� G�tJn /r�/ Pc,Nv /rN,�.aM�Lt +ti4 g/�ac `� �;d d ( J // ■■■ •ia �+► T1s /NP►c nt b �►dbvsE 1 SHEET 1 2 / C3* a 14999 SW Royalty Pkwy 5 6 {T 96 0018 ........�..� 7 05 18 of 53 p 'y IF THIS NOTICE APPEARS CLEARER THAN THE 0(.T 7 199P DOCUMENT,TNF, DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED l�1I1�11lIlli f( ill �alt11 111111111111! I I'111111i111111! 111111111111177T l i{rlrji�ilill 11111i1i 11111 i iIII;II lull l Ilillil Dill I IIIIIII llllll ILII) illlill II111II ()!il II{11111 IIIIIIiII INIIIIiIIIIIIIIIIIIIIIIIIN!lllllilllllllll111lI IIIIIHII INII!illlililliill 1111I!IN111lIIlfl1 Ilillllll IIIlI11ltIiINIII!!iilIIIIIII�IIIIIIiIIINIl�IIIlIlIN�1111!!1111!!1! iNIIHI !il itfllllll 111111}11 Ii11Ii111 IIIIIIIII llillllll{IIII�IIN llltlllillt111I11l11�!! ,� F.' ,: 1. tAt'i'_Mh''!.cSseaxsv..:' W.11tM. .%-►• 'o:. 'w�,,.r,�,y� :u.. r. pap ..: �'•�IP.►gsi ...�'f - `��. - A . .^+trtor .-� ,'''p911�4•y"^nw�±;-"-# e'MIR+.'�'W"�. ,. ,. - �a V?C '.y •'�'y�•�.:.�r� +:�.. {•w r. � Qw IMTHIN T EET OUTSIDE S1Rf_ET RIGHT--OF-WAY MATCH EXIST TO BE MIN 3" CLAS C' ASPHALT OR AS APPROVED BY CITY ENGrNEER STANDARD CAST IRON MATCH EXISTiNf�, WHICHEVER IS GREATER, 2 LIF?S FRAME AND COMER - - C��'�. � � S TANUARU MANHOLE " ExrSTdNrG 5A WCU T GRA RING 3/4 SQUARE -7 SECTIO`� EXIST. A-C. FULL DEPTH RESURFACING �' 4" MIN. A A r' F 1 N I SH GRADE C1 C 1 .� WATERTIGHT PIPE PLUG �-" �� ,'' �� P NN'7 FINISHED 2' PVM'T GRADE -- T I , TAPER TAPER w a CLASS A .,s,�•' PROVIDE 3�'4"-0" FOR A i` BACKFILL ? 4 MINIMUM OF 60 AROUND c, / / CLEANOUT ---- 9 (COMPACTED TO I „ 7/8 D.I. BEND M1- f, 90X OF MAX. R CLASS B ( 3/4"-0)GRANULAR.� � ' f � ' ��'• �� � _ BACKFILL (COMPACTED TO ' '� /rte /,,`,\ DENSITY AS PER = -�-.- . , - N y5 X OF MAX. ,;''� `.1 ,y ,�� ;'.� AASHTO T-•99) ►- t DENSITY AS PER l ` `\ 6' SEC T 101.4 _B-19 D.�. NO AL TERNA TE' ; SEE ABO K FOR , ' AASHTO T-39) `x' ` '� '��� -w-- - HUB BEND CONNECTION V / i lo DRILL- WEEPHOL2" DIA. I A. 1 DETAIL fa ! " E N .rte 1 ATE '• ;� �, s / �� , � � Q THREE SIDES, AL It RN 9 8" 9F-LOW RIM. — 6" MIN. CONN£C 1ON DETAIL �, `�./ z, a •�-.---- SECTION A !1 j f+�f:; " . 1 FLEXIBLE PfPf 7 - G'LEANUUT FLEXIBLE C.'OUPL.ING AS � ,�. , '�I!Ij . COUPLING TQUIRED LYNCH TYPE CAULDER , D — CATCI j BASIN /i! EQUAL WYE 114" ALLEN HEAD BOLTS `�1 W�28 SQUARE 1 Li G A ( D,I. PIPE � LONG RECESSED TF OR ,,,.a`'_ _.•' �?`- i SPOOL 8" F , ' APPROVED ��:�� TYPICAL I.E. <' '� EQUAL) � i� ' I�c-DDMvc - - " 4" MIN. 3/4"-0" INVERT E.LEVA77ON _ 4� '� �' `� ,' C.R. COMPACTED 2r _ 0" PIPE ZONE AND SHOWN ON PLANS - - " CONCRETE ENCASED WYE BEDDING BACKFILL MATERIAL 3/4 -0 3/411_0 % ', / SQUARE AS SPECIFIED 3�-0" PIPE BEDDING AND ; : NOTE: NOTES; PIPE ZONE MATERIAL j�� /. !• OPENING ON BOTTOM OF WATERSEAL. SHALL BE GREATER, OR EQUAL W TO AREA IN OUTLET PIPE. i 4 1. ALL CUT EDGES SHALL BE SAND SEALED WITH CARS-1 OR CRS-2 EMULSIFIED ASPHALT OR EQUAL. � � Na TF: � � 2.. Th IS TRENCH BACKFILL REQUIREMENT APPLIES TO ALL U nLI TIES. � � 1. CLEANOUT S►1A1_L BE INSTALLED AT A MINIMUM 100' INTERNAL ON STRAIGHT RUNS. - 2 J 0 3 BACKFILL IN STREET AREAS: 2. CLEANOUTS' SHALL BE INSTAL! FJ AT ALL BRANCHES. DETAIL � � � 1. IF SIDEWALK IS AGAINST CURB, FILL ROCK TO BACK OF SIDEWALK. J. WATERTIGHT PLUGS SHALL BE MADE OF APPROVED MATERIALS WITHOUT THE USE OF �- n L GASKET, PACKING OR WASHER PER SECTIONS 207 (A), (C) AND 406 (H) P.S.C. �-... 2. IF SIDEWALK IS NOT AGAINST CURB, FILL ROCK 2' BACK FROM CURB. Lu � TRENCH BACKFILL DETAIL 1 _ \ � STANDARD CLEANOUT DETAIL 2 CLEAN OJT RING AND COVER 3 �� CATCH BASIN DETAIL r4"' ---- C) o SCALE: N.T.S. C3. 06 SCALE: N. T.S. .03.05 SCALE: N. T.S. 03.06/ SCALE: N.T.S. k\C3.05 0 6 DIA. 90' BEND LAWN AREAS: 6"x6" ADAPTER & GRATE POND BOTTOM (� BOTTOM CRATE (BG) NDS J641 (GREEN) t PLANTER AREAS: 4 ATRIUM GRATE +. � Q NDS ,078 (BLACK) Z M S-0.8X' VIN. ~ t --`----._PREF----•._._.-.� Q "•� 6" DIA. LE. OUT SPECIALTY PER RPLUMBINC CODE ECON STATE 18" MN. SUM - 6 DIA. PIPE CUT TO LENGTHLAJ S _FLOW Q Z L �...� ROOF DRAIN PIPE e PLASTIC BREAKAWAY C COORDINATE CONNECTION W/ BLDG. PLUMBING CONTRACTOR � CAP. f NOTES I D C 2 1/2" GAL V. ELBOW I. MONUMENT BOXES TO BE CAST IRON OR _ �-�--- ALLOY SUITABLE FOR HEAVEY TRAFFIC BU(LDNG IDENTIFICATION ..• • LOADING J 1036 AND SUPPLIED BY: SIGN WATER QUALITY OUTLET STRUCTURE 5 AREA DRAIN 6 G :p 36" =- -° INLAND FOUNDRY CO. INC. SCALE: N.T.S. �C,3. 05 SCALE: _ N. T.S. C3. (�� `� � ° `' 4 ° :o �" g 191 N. 39TH 2 1/2 GAL RISER � c� u " ., .,D :, n c L w SPRINGFIELD, `� OR 97477 BQ� (503) 747-9 172 `� 't �. Q � N BE U ? BY ETHER CITY ENG NEER nT DEPT.PPR OR BCH OAC DETAIL TO RM TO THETFnLLOWINGTION NMINIMMLSMDIMEN�IONS: , A INSIDE DIAMETEF �. HEa;'gar, NOTES: POND OVERFLOW S. OUTSIDE BASE DIAMETER 14" ����``ti�,al►; 1. C. HEIGHT 6" ��` ?b.cai9 P LID DEPTH - BOTTOM GRATE (BG)) 24" � !. CONCRETE SHALL ATTAIN A MINIMUM ';,� :✓�, J. APPROVED FOR ALL STREET %� oeiow COMPRESS I VE ST RENG T H OF 3000 P.S. 1. � r , ' � IN 28 DAYS CLASSIFICATIC)NS• �,, �; fN gwaelt� PLAN B R —� FLOW1-Z-41 1 1/4" aREFER1 1/ 3 4''1,E. ORIfIC'E TOPLAN IF+ 10 1 I " i —' �R SLOP --�- / 2 j/8- '6- /8 i l BOTTOM -`.,. 6" '„� :t1 , x r .,, DITCH 11 m �� --• 6” Okk I.E. OUT i �°-" 8=-i 1/4" I /4 �'' ,a 2" PVC PIPE o g p h 24 ¢ ?7" 18" MIN. SUMP ORIFICE DIA. 1/Z" �"' 140--- -�� 3 1 4" w �`� <v MAX �eAx / -"1 F�-- t_n Ln j 2 COMPRESSOR CGUPLAN G w c _ > > � 6" CIA. 1.E. IN DRILLED (ORIFICE) REMOVABLE SHORT NIPPLE �' � � � � CLEAN 011T ADAPTER ASSEMBLY MONUMENT CASE &• COVER OR APPROVED EQUAL 6„ " 6" 21`3-J18" �— _ __� fl Ci 2 1/20 TO 2" REDUCE � 3'-,3-3L8#' �. �' 'f m z — _ _ 1/2 BALL DRIP ON CHECK VALVE ra Q cr d C.Y. 6" DRAIN ROCK D v V SECTION A- A ELEVATION B-8 USA AREA DRAIN o z 48 HOUR RELEASE CONTROL STRUCTURE: k RAISED = FIELD INLET 9 6 DIA. OUTFALL FIELD INLET 10 �► 4 1 -- TYPE A A40NUMENT BOXle"7 FIRE DEPT. CONNECTION DETAIL 8 4 SCALE; N. T.S. C3. 05 SCALE: N.T.S. .w -� C3.fps SCALE. N. C3.0 o C3. 0 6 SCALE: N. T.S. LLJ : ' T.S. C3,06 hEET r a Cao 0 6 , 14999 SW Royalty Pkwy ` 3 4 7 SIT 96.0018 19 of 53 IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 1998 TN)CUMENT,'T'HE DOCIJMF,NT IS OF MARGINAL QUALITY, MICROFtI.,MED �)�li�i�ili iI I►I�! I I� fl�I�i�J�I�I� � �I�I�I���I�I�I flPiili�ii�Ii � f{�I�If��Itli � �I�I�I���I�I� � ►I�I�I��+I�I� �I�I�iilt,�li�� �{�{i{+��{1I�{ ��I{il��lli���� I�i�I�IiI�Illl IIIIIIII IIIIIINI IIIIIIIII�IIHIIIII�NII� 1111({IIIllllllillll IIHlilT11 ilf11illfit;111111111iII111�11lII111I III!IIIII 1111�IIliIiIIIIIIIiIIIIIIIIIIIIIIt�llilfllllllHlllllllilltfltltiHt� IIIIIItii 1111IIU1 illi{illi 111!{Illi lIIIIIIIi i111IpN lIIIItIH {IIIlllil I111I11 IIIIItIci Itri t u I ► `; , VA" . rIwo'. • it . .'. FIRE HYDRANTS TO BE c� MUELLER MODERN CEN�l URION A -442 6"MJ 5 (/4" MVO TEE. PLUGGE ROSS BEND PLUG OR CAP � HYDRANTS TO BE MODERN MUELLER CENTURION , A-423 , 6 MJ, 5 V4 MVO o 3 PORT - TWO 21/2' NST HOSE CONNECTI'JN AND ONE 4 1/2`� NST PUMPER " 3 PORT - TWO 2 V2" NfST _ .'I' � � 0 ��-- HOSE 10 11/2" PENTAGON OPERATING NUT , OPEN LEFT , COLOR : YELLOW . CONNECTIONS & ONE 4 1/2" NST Ilg1 _ �� •• C APPROVED EQUAL : WATEROUS PACER 6790 or CLOW MEDALLION BEHIND BACK OF P�)MPER , I I/2,t PE ` �� �1 �__ ! ;1 i®R wr' 40F „ CCURB , B/OR BACK OP , OPEN LEFT , i �AGUN to•..----__. _ � OPERATING NUT �OF SIDEWAL1•� LflR = YELLOW ,• - r - /a BEHIND BACK OF � r- c.,, CURB, AND /OR `� / // A Eu I BEHIND BACK OF ♦- 2'-011 COW) <> SIDEWALK - - - - - i 910 VALVE BOX TOP W/ ,, = $III INI- '` W tll <�N_ o `�_0 - 6"PVC PIPE 3034 "I - �' A �u I a vz I - CQ 1 r u f �� 3611 OF 3/4"-0 �.� ( �� 40 4 .. cv N0. 9!U VALVE BOX TOP � •�,;} . , � , m M MIN. I4. (Q � W/ 6" PVC PIPE 3034 3 FF OR 1©„ I 3"OR f„ LESS MIN, PAVEMENT /7L E LESS 18 LAT PLUGGED CROSS TEE MIN. /T I �� CONCRETE THRUST BLOCK SCHEDULE PAVEMENT rr' ///��// '�`� =' Q� I ;rit4RING AREA OF THRUST BLOCKS IN SOUARE FEET ) Q -���- ��� //J�/ �• '�n�'I .� .1L1� `N. _ � � FITTING TEE LA, 90w BEND OR TEE PLUGGED 45° 22 1/2° II IM• Iasi SIZE(INCHES) Pl-U(i JR CA? PLUGGED CROSS ON HUN BEND BEND SEND KENO -s1 i� • Al A2 COVER DRAIN ' ROCK n0 4 01 .3 01 9 02 5 01 9 01 3 -- I rl WITH TAR PAPER 6" FLG x, off, III) G 02 .0 04 0 05 7 04 0 02 1 01 .3 COVER DRAIN ROCK ,� „ L - B 0.S 1 07 .1 10 1 07 1 03 9 02 0 01 .3 E (� WITH TAR PAPER 6 FLG x 36 OF I(� _ //c BEFORE BACKFILL MJ GV 0�� TT T BEFORE BACKFILL MJ GV '" 3/4°-0 IIS �!!� �, ,�; / °00 IQ 017 3 Iso 22 7 1s o ase �a s o2 3 ,► / Tit MIN. IIII ,r` / MEGALUG 0� 14 15 3 21 7 30 7 21 7 1 t 9 0 6 .1 03 .1 r ( ,: ' FIELD, LOC o. I G 20 0 2® .4 400 28 4 15 5 ng O 04 A � oo a GASKET _ ,°�° 1 © 25 .3 36 0 50 7 36 0 19 5 IO .I 05 .1 o4#p 20 31 .3 44 4 62 7 44 4 24 1 12 .5 06.3 • ---?�. , poo° 24 45 .3 64 .0 90 .7 64 .0 54 9 18 .I 09 .1 W D� •►d IFI I T ': I a, °�o'� ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PS I . AND AN t? •� 11� IIII °""°' - o� t ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO I/' J�I(I_= T a 4' ► F __F COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING jr li .a.e 4 Ill1=�j/1=_7JIIlIt a �`�///I 'f�j //�l .�rl y�I �I�- STRESSES, USI: THE FOLLOWING EQUATION. Nil) {( =11 II-� 1= tri- f� �l� I ►I( = 1 I'9 BEARING AREASs (TEST PRESSURE/150)■(1500/SOIL SEARING STRESS)t(TABLE VALUE) USE STARI'�.IIT,' STRADDEL BLOCK NOTES p� I 6"MJ x MJ (LENGTH BOLTS TO CONNECT See Detail no 104 1 CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. �... z VARIES) HOLDING MAIN WITH MJ x 6 FLG TEE / ALL THREAD ROD 2 KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ? -a SPOOL (SEE PLAN FOR MAIN SIZE) 10 MEGALUG WATER MAIN WITH M J x 3 THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN "x " " " 6'F FLG T A i 4 6 xt6 CONCRETE BLOCK 4 x 8 x I�"wCOtJC• f3L0 EE ( See Flan for ENCIRCLED ON. THE PLANS' eq (`+ INDICATES 15 SQUARE FEET BEARING � � � AREA REQUIRED. p I I/2 YDS OF I I/2" - 3/4" DRAIN ROCK 1 V2 YDS. OF ( r, CK Main Size ) 4 If' NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS I/2 �/4 DRAT t) INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST `� p N ROCK PRESSURF(S) AND ALLOWABLE SOIL (SCARING STRCSS(ES) STATED IN THE SPECIAL SPECIFICATIONS. (PROVIDED BY ENGINEER) 5. RFARING AREAS AND SPCCIAI_ BLACKING DCTAILS SHOWN ON ('LANG IAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON � �•• r •.� THIS STANDARD aETAIL. BEARING AREA OF THRUST BLOCKS IN SQUARE D r LET . Q Q. t ' ri FIRE HYDRANT DETAILSTANDARD FIRE HYDRANT DETAIL GATE VALVE 17' FROM HYDRANT 2 -� V) � STANDARD THRUST BLOCKING 3 � �„ SCALE: NOT TO SCALE 03. 07 SCALE: NOT TO SCALE I--• A e 03. 07 SCALE: NOT TO SCALE -� DE-TAIL N0. 101 DETAIL NO. 113 C3.07 �.. � � rt I CITY OF TIGARD CITY OF TIGARD DETAIL NO. 202 Z CITY OF TIGARD �a,l V 1 2" BRASS AMERICAN MADE, AwwA APPROVED � o GATE VALVE • WITH 2" BRASS PLUG ( HAND �.,, 0 TIGHT ) PAVEMENT 0` g`.�• • 10 " I LJ ° - -- MIN LAJ o I � 31000 PSI CONC. CONCRETE �'-�- • ' ' '' ;0 THRUST BLOCK AGAINST TRENCH WIDTH TRAFFIC QOX SCREENED TEE TANK VENT UNDISTURBED EARTH AS REQUIRED IN Ft�ONT ""Ill�f-"! o°a�,o•�p °;Q; °. ^ ;o e , 'ems I „ C OF CURB t 111 4 MAX 11,x. e: III! \% 3, 1 GALV . UNION I GALV, NIPPLE „ r „ ,' .. ' .. , L✓, , - o�:'o Ijll MIN. („x 3F� (`,ALV. NIPPLE LENGTH VARIES) ' 3 -0 MIN:'. :N .' -0 MIN. !!ll ; ° ;: ,� ----- - Iy•; ::_ __ „ ° I"GALV. 900 ELL I 90 GALV. x 11-011 GALV NIPPLE • SAND BED TO �I 8111 STREET ELL .."` o o' • . . TOP OF COPPER l�,I • • d • . III_ Fr r It I ,' :' ,' • =IIII 2 COPPER 9U"ELL -� --�11 III II I 3, _ Ti IIS I `� rll) MIN - 1- (A jTTl1- . • ° I " RODDING I III" :v.s'.a w ' 12" MIN. W 117 �� 2 COPPER PIPE RF_TI;INER - II \ II` �ilI..v.t - I _ I > I I_-pl K HARD MJ x 2"IPT GLAND WITH LID P METER BOX WI I / --Ill�ill PLUG/CAP / \� �`� •' �,�,/,/ CONCRETE STRADDLE 1 VAL-MA C.A.R.V. SECTION BLOCK 201-C OR EQUAL ETR BOX EXTENSION ' CUL-DE--SAC APPLICATION 12 METER �` uPaoF' - 10"- - - TOP VIEW IFF COPPER TUBING =t; ;�A r�PR ~ Li1='11 II 1 IlU BEHIND BACK OF CURB AND/ 111 II DTII-I 1 IN III' II Z c K -SOFT I"x 6" � �� �'� 11 A. ,.•.011_ IO" OR BACK OF SIDEWALK t6,Ui� ` BRASS 3,000 PSI CONC. rm , ...','I o : II �� PAVEMENT !" COPPER FLAIR " ° •;•,; '; oM, NIPPLE 8 �•��•. �•.+A�A••'�,.7f7hr:.- THRU3T BLOCK AGAINST�I ' , � ' UNDISTURBED EARTH TIE RODS _ 7 1 - ° o 0 B -JI�I f ►" X F.I.P.T. 9 , ;7 tacx� • t I U. cr o •4ve 0 Q II _ PLUC OR OTHER ��IJIIiI� d,•,, w ,d ,' MUELLER H-15460 , O - o' RETAINER cc GLAND I I ' . - I a a , a °�I , p.,f3. \ °$ .9 ~� a -Ij = _ FITTING AS REQ( _� - +1- iI-IIP-`111L' _ - _ ° ° , . - :, • U1 I'� _� l�r/� ° a° TJ x 2"iPT PLUG \ �',� " ° ° :•►' ' O u���nu 11 _�i_ i► �� , `-_1111 I t -2 BRASS vL ° OR MJ x 2"IPT 1L111 TI I I I )� AM ° PLUG/CAP I" BRASS �tP -- - •� - `_ III •u o u v ° AMERICAN °° -j, 90 ELL MAD' , AWWA APPROVED GATE ® • • a -- II VALVE . WITH 2"BRASS PLUG ' I ~�-� - I" C.0 x M.1.P T. I"x 3" BRASS NIPPLE ( HAND TIGHT) ` °�'vSi° 0. q °°��� �rt''I �` MUELLER H-9996 �,�'Fxg"x16" Ir �2 MIPT CONCRETE PAD • _ _ 4 ADAPTER .4.4 o ' II ) W/2" COPPER zn a _z =.1'� � PIPE AND 900 WATER MAIN , t� DITCH LINE - � ''w. M ,:� IIII`I �I '__" ,•; 4; ' /; . II ELL r , uI mill'-=• :A�� t a �y I" COMPRESSION x F.I.P,T. m ° CONCRETE COPPER Yllj• _ d: ...Ill= IIII CURB STOP MUELLER C, METER 90° ELI_ = 1 Iii `I 1--Iii H-15172 Y o BOX ,r1 ° SAND BED TO -2'�COPPER IIII y - w (X Z x n� o TOP OF CCPFEP. PIPE K-HARD I .r 4�0„ CONCRETE THRUST MIN. MIN. , PAAX. BLOCK PLAN VIEW Q._4F �I BAF T AP2 L&AT I 0 1 NOTE . CAN BE PLUMBED WITH GALV. PIPE IF TEMPORARY B.O. Ct� 1 A ©+ �c as m „ o 1 (NOMB1 NA TION AIR & -� x STRADDLE BLOCK DETAIL 4 STANDARD BLOW OFF ASSEMBLY 5 V _ ACUUM VALVE 6 � I SCALE: NOT TO SCALE o 9 03. 07 SCALE: NOT TO SCALE C:3• D7 SCALE: NOT TO SCALE C,��07 lie 4 Z DETAIL No. 104 ` SHEET E ET ' DETAIL NO. 110 ►'' U 4999 SW Royalty Pkwy CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD W ��IT96-OOiB C39 � � 1 I!t 20 or 53 1 2 3 4 5 I 6 7 .,.,...e.Y.,>....,.w....,.,.,....«,...k..,.................o......:,....,..:.,...:..,•-n,..:-»m..•.,... ... .,«..,..,w,.,.<,.,,.............._. ,.,.........,,_.. ..•....s,,... .., .__- - .•. .,,,.. - • ''T.:�`a." ``t •• .':, . ::: • ' ... a �Y, ,' s.rr.�.rw.......w. wA ....... w: ... ........,w.... .......n,..,.w...r.., .w>,r+A�..�...nwwrww..wn.w. IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILM' (i�l�i�l�i(I�i I�I(I�I�l���I l�I�I�I�!(I�f I•I�I�i�l�l�l�l�1 !�t�i�i�i�i�i ! i�fip-i�Ijl�l � �jIII;��I�IE! 1 I1IaI1lll1l1l I NCM M40[IN plNll► �+ nn _ IHIIIII Ilu�lllTill►IIuIIIlI11(111!llnllnlli(I1111111 !11)111!lr111111ti11111�)111 1111�ni1 u1I1111t11n1111n nt1111n 111111n1i1u111n1 1u1111►f1n1lIIN1I111111nlIIIII�1n11nil1n111l111l111 r1(111s111111!)1e1 u111El11 lnllltll il)11)III !nlII11( tlnll111l11111,1111rulll ul�i1l ' 1 1 , f POR TL AND CEMENT CONCRETE POR TL AND CEMENT T CONCRETE PORTLAND i AND CEUEN T CONCR£'� �_ PORTLAND .,FMENT CONCRETE SIDEWALK - SIDEWALK --- .� SIDEWALK TO WATER SUPPLY MAIN SIDEWALK TO WATER SUPPLY MAIN ' TO WATER SUPPLY MAIN TO WATER SUPPLY MAIN L, I F I ``' ----- 2' COPPER SER WCE i 2" COPPER SERVK:F_ I I II-.-- i ZI 4' D.I. PIPE 4" D.1. PIPE %l + I I I I-w•--15' M1UE PUBLIC I _---_ •—t5' WIDE PUBLIC UTILITY EASEMENT i UTILITY EASEMENT 10 ( ! r•- 15' WIDE PUKIC 071LITY EASEMENT if •' I tx 2" WATER METER AND METER BOX `D 15 WIDE PUBLIC UTILITY EASEMENT � « I � 2" WA TER METER AND ME TER BOX I TO BE PROVIDED AND INSTALLED BY' I 4 �? TO BE PROVIDED AND INSTALLED BY I 3 C TY OF TIGARD 4 CITY OF TIGARD N I 3 7 INSTALL 4 D.I. PIPE THROUGH VAULT -- ------�- INSTALL 4 U.I. PIPE THROUGH VAULT I � I i T� _ WATERI I $ -- -- - - 3" ME TER VAULT I 4, M ,.�, ` -- - - -- -- -- - -- -- --. -- -•-•1 L -' -- - -- --- ------- ------ ,-- -- --- •-- -- -- --_� I � I 3 WATER METER VAULT (METER 'TO BE PROVIDED AND INSTALLED BY I ! (METER TO BE PROVIDED AND INSTALLED BY CITY Of TIGARD) — REFER TO DETAIL CITY OF TIGARD " � " ,. 5 ) -- REFER TO DETAIL ? DOUBLE. CHECK VALVE < — 2 DOUBLE CHECK VALVE REFER TO DETAIL REFER TO DETAIL '-"'\ I ( C3.08 I I 5 Lw s -� 6 I I I I ��-a8 cz w 8 n C3.08 d 03.08 I I �_. I I c 2" PRESSURE REDUCING VALVE - REFER TO BUILDING - SIZE AS SHOWN 3" DOUBLE CHECK VALVE < " 3 DOUBLE CHECK VALVE TO DETAIL ON PLAN � REFER TO DETAIL REFER TO DETAIL ""� Z 1 mcg 7 on6 7 � co \��-J09 03.08 C3.08 TO BUILDING — SIZE AS SHOWN ON PLAN Z 3" PRESSURE REDUCING VALVE CJ REFER TO DETAIL �— TO BUILDING — SIZE AS SHOWN 1 oc F p ON PLAN ' C3.09 'Q s CL � TO BUILDING — SIZE AS SHOWN �. ON PLAN _ DOMESTIC WATER SUPPLY _ DOMESTIC WATER SUPPLY DOMESTIC WATER SUPPLY �� DOMESTIC WATER SUPPLY '� � z TYPE A i TYPE B Q TYPE "C" 3 TYPE "D" 4 X SCALE: NOT TO SCALE 03. 08 SCALE: NOT TO SCALE SCALE.: NOT TO SCALE 03.08 SCALE: NOT TO SCALE' �'` � � o � C3.08 O a • or E ! LOCAL AND 4 OREGON STATE CITY AND LOCAL AND OREGON STATE OREGON STATE PLUMBING CODE OREGON STATE OREGON ST,gT� C PLUMBING CODE (CONTRACTORS) C 1 TY OF T 1 GARD PLUMBING CODE (CONTRACTORS) STANDARD HEALTH DIVISION PLUMBING CODE STANDARDS ACtOftS A VEDBACKFLOW � DEVISE ASSEMBLY r' ADDER WITH i 0.S.H.A APPROVED CONTRACTOR TO SEAL ALL " ALUM I NL4W EXTENSION --- l� � � LADDER WITH -- -- OPEN 1 NGS I N VAULT WITH ALUMINUM EXTENSION NON-SHRINKING GROUT 6 PRIOR .TO BACKFILLING II RE TA I NER GLAND M 1 MIN. DOUBLE CHECK VALVE 2" FEBCO I \ / ' � 2 _, MODEL 805—Y, OR WATTS OO AHQT", .Q W OR OTHER APPROVED MIN I V I RE TA I NER GLAND C, W V FLANGE U COUPLING SPOOL FL G. x PE � . . z � CARSON IND. VAULT N'1730D P15L (OR EQUAL) r` � L WITH VOLT DOWN COVER — -QW ADAPTOR — — THRUST BLOCK z MARKED WITH WORD "WATER" FLANGE — _ 8. •ppr+ w L-- '� �-- FINISH GRADE Ct�l1Pl LNG s--,�-- SPOCL FLG. x PE �`LP`�►N�� CONTRACTOR TO SEAL ALL ��''� r✓'' ADAPTOR �q PLAN OPEN I NGS 1 N VAULT WITH _...r { - _ .r. `a_- v.�- -., . THRUST BLOCK NON-SHRINKING GROUT `��` ,% ' �// 3" DOUBLE CHECK VALVE ASSEMBLY WATTS hAAA4• DRA 1 N TO CURB OR PRIOR TO BACKFILLING NG .II � �` / PLAN "SCRlfS 770" OR OTHER APPROVED EQUAL + STORM DRA I N GROUND LINE i � . oFxtc:ow � Q i ' ! `• . B �z�;:. ,, ,; �► ,: ;,;.� .r :r GRG«JND L I NE. qua tsae w cv GAL VANIZED UNION DRAIN TO CURB OR STORM DRAIN 1 UTILITY VAULT "676—WA" OR EQUAL + r " " GAL VAN! ED' SCHEDULE 40 IF Na GASKET WITH BILCO J--5A1 DOORS, OR PIPE - �� ( SYRACUSE CASTING DOOR CH—5AL, OR EQUAL t E` NO PRESSURE' REDUCING UTILITY VAUtwt "860—WA" em SEALS S VALVE IS REQUIRED " W 1 TH @ l LCO J--SAL DOORS OR SYRACUSE' FLOW ---� ) 7 ND OKE T E (T YP.) ____ � � CASTING DOOR CN-.5AL OR EQUAL � �. •, NONSHR I NK GROUT (T YP.) GASKET CLEARANCE loll I NL!NE CHECK VALVE - FLOW ip \ A � NONSNR INK GROUT (TYP.) p ' c3 TxS SCH. 40 PVC I ~ RODENT � FLOW � a = SCREEN METER SIDE � , � � �.7�. � ��r. µj i� COUPLING (IF NO PRESSURE ?' REDUCING VALVE IS REQUIRED) ! RODENTy r "5 DON" tr °Q � PORTS N SCREEN " PROVIDE 2" DRAIN 4" !� ,, � *'�� : z? i '. ;Z ,�1 ,„ ., - " �; > C I NCH ANCHORS (TYP. STANDON P/FIE TO DA YL I GHT OR SUMP ��� •�� GAL V. NIPPLE C I - --' .. PROVIDE 2 DRA 1 N a SUPPORTS (TYP.) PUMP CONTACT DISTRICT `!�? TO DAYLIGHT OR SUMP CONTRACTOR TO INSTALL �' BACKWATER' PUMP CONTACT D i STR I CT �= CONCRETE BALLAST 3 CUBIC BAC VE (ACCESSIBLE) FOR PUMP SPEC I F I CAT J ONS DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE CINCH ANCHORS (TYR.) VALVE (A+QCESS I BLE) FOR PUMP SPEC 1 F 1 CAT I ONS YARDS MIN. WHERE FLOODING OR HIGH GROUNDWATER EXIST. FREEZE PROTECTION, AND CLEARANCE FOR TESTING ARE PEA GRAVEL CONTRACTOR TO INSTALL ELEVATION THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS CONCRETE BALLAST 3 rARIC N N , ELEVATION TO BE INSTALLED IN TEST COCKS OF BELOW GROUND �``--- CRUSHED ROCK BASE YARDS MIN. WHERE FLOODING q A I NSTA!.LA;'ION. ADEQUATE DRA I NAGE ALSO RE'QU I REl1. OR HIGH GROUND WA TER EXIST. , CITY WATER DEPARTMENT APPROVED EQUAL_ cva CITY WATER DEPARTMENT APPROVED EQUAL , . a . v 2" DOUBLE CHECK BACKFLOW 3" DOUBLE CHECK BACKFLOW a � � 3 WATER METER VAULT 5 _ PREVENTOR f w ..__ PREVEIVTOR 7 '- SCALD: NOT TO SCALE �,3,0$ '--~ " SCALE: NOT TO SCALE 3.0 SHED. PER CITY OF TIGARD WATER DEPARTMENT 3 WATER METER 11'Y OF TIGARD WATER DE! ARTMENT Z" DOUBLE CHECK C3.�� PER CITY OF TIGARD ATEI2ADEPARTMENT DOUBLE' •H ASSEMBLY DETAIL NO. PER CHECK ASSEMBLY DETAIL J L NO. 30,2 VALVE' ASSEMBLY DETAIL NO. DC VA w C36 08 14999 SW Royalty Pkwy ,r.r,..�+"r,"rr�+.� 1 "���� Z rrrr,rrr.rrr� irrr,�r���r�ar 4 J fj 7 8 SIT 96-0018 k 21 of 53 j 4 r • _.._......._a.-r...,,r�.•........,......._............._... _ ..._._.,«+.,_,.... ...._.. ..,.,.....n.+:».w...+,. »+I..,.•rw .1.+... .. .. _,..... ..-_.,.. .,. _..A.f. _. L..1J1 _ .._ ..- � s .. _ .. . _ > IF THIS NOTICE APPEARS CLEARER THAN THF. ULT- 7 199A DOCUMENT,THE DOCUMENT IS Off'MARGINAL QUALITY. MICROFILMED 1 ! l ILII 1111111'IIIII illIIII+IIIII I I�IIIIIoIIIIII� lIIIIII;11111 ���I�I1I111i III;;lI�lII(I ► IIIIIII�11111 (IlI111(f�I�! (�Illlt�l�lll�� 111111111 Jill ��I�f�i�111�lj VIII iIm MAOI 0 cm am IIII►It! III�IIII� III!llllli!!�fl3 III!! �!lislilln!lnll nssllo!I ililllin II!Illlllinlllitn !IIIlin�lenillln Illllnu !tnhlllhulluul►llll�nllnn!IIIIIssrdmlllrsl�tmtllldrur Inslsl+►Its!Irss� tssslf�=� Hlsli�ss sissiisel oudstrt tsHisus Ilnllser nnlrlsr��nllsrkrinl f 1. e F s+ a c •4 • 11 10 biYi.�Yigla"1�"YYYYYYIa��� ��� . 1.--.' ......-.. .{ CARSON INDUS TRY VAULT /1324 LOCAL PL URB I NC CITY DF T IGARD AM CODE AND FIRE OR%" STATE CON TRAC TOR TO SEAL ALL W17 H BOLT T DOWN COVER MARKED WITH D 15TR►CT HEAL TH a l v I S I av 'CITY #' T FGARD OPEN I NGS I N VAULT W I Tf>' WORD "WA TER" �3`�A�t1�T�' NUN--SHR i Nk !NG GROUT Q STANDARDS PR I OR 7 0 B.ACKF I LL- I NG F G.S.H.A. APPROVED --•- LADDER WI TN .:, % ij,�C: T, • ,�' ' AL.UN I NUM EX TE N 5 I 0 >, 24 SCHEDULE 40 PVC (!F NO a � ft"TA IWN GLAND 1 STORM OU tFl OW 5 I YE )a J AS SHOWN ON PLANS _wW STORM I NFi.OW SIZE OR I F1 Cf rn 4 GALVANIZE[) PIPE AS SHOWN ON PLANS SEE DE TA IL � i -- � ��-- TYS SCH. 40 PVC FLANGE _. I COUPLING SAF rUR SPOOL FLC- x PE _k _ rx 1� �` THRUST 9LOCK _c •. � � ! �• FLOW PLAN GROUND L I NE _ PEA GRA VEL RAD _ DRAIN TG CL9?9 OR STORA, DRAIN PRESSURE REDUCING VAL VE -^ , PLAN O { WATTS "AVC 115 GL DBE/ 1115 ANGt.F_" REFER TO PL AN FOR PIPE AND•• '"'"` OR 0?NEFl API';'C.'VED UTILITY FAULT "577-WA" OR EQUAL . OR I F I CE INVERT INFORMATION L INI TN B,SCO "J--SAL" 0001M OR SYRACUSE OuIS,Of STE N CASTING DOOR CH-5AL, OR EQUAL • GASKET ANV YOKE I R!L )NECHECK VALVE .� SEALS C1.F,wt,V�iCE (T YF.) NONSNR I NK GROUT (TYP.) _ FLOW �•,' �� . 9 RODENT a a , SCREENPROVIDE & DRAIN C r NCH ANCHORST YP.) PUAP CON TAC.T D1 STR I CT j •;'/ •• ( VAL V£ (ACCESS ISLE) +IIP SPCC I FI CAT!OiNS '� �• ELEVA. TrON CONTRACTOR TO INSTALL FOR PU -- CONCRETE BALLAST 3 CUBIC _ " YARDS MIN. WHERE FL OOD r NG ( �. OR H t GH GROUND WA TEQ EXIST. •.� �, �, i, �.,,, Z Lj + C•; TY WATER DEPARTMENT APPROVED EQUAL `•'` � '' � ��` %' '` � �`�"`' TO POND LOW FLOW PIPE SIZE AND SLOPE `''�"'► AS SHOWN ON PLANS 4" FIRE SERVICE VAULT Q � Q .PRESSURE REDUCING VALVE 1 , p. C. WATER QUALITY(WITHOUTF1 2 STORM DIVERSION MANHOLE SCALE: NOT TO SCALE C3, O ,,l SCALE: NOT TO SCALL' 03 •09 SCALE: NOT TO SCALE03.09 —,1 v) C PER CITY OF T r CARD WATER DEPARTMENT FIRE L !NE OC?UgLE � CHECK DETECTOR ASSEMBLY DETAIL NO DCDA r Y Y- ��; �— y __�- Y. �-- Y,, Y�("Y 'Y•'Y�Y Y��Y Y`Y�Y Y�'Y�Y Y 1 `1(rY��Yr'1'� Q. C�7 h v Z UT-6- UrIl o UIR CI T T T FORCCS►riSTRUCTIO►N � a1�s— • ::j `fir 1 f � 6 6" HDPE MANUFACTURED W/ FLANGE y,. _-~ .�_ _ .__ __..�._ _ .:• LLi ASSEMBL Y WITH NEATLY CUT (DRILLED) g �i ORIFICE. - - FLAN x } 6ol kbin CA `• pcaucta v� tl�r�� -`�i •, 'F .1 '. •� �•���+ tom• �!'rr. QU .. .-....^_. 1L 40� O B �..! ORIFI'- 4 a D I AMETf_R E AS SHOWN ON PLANS '' �•»•' ' - r, •� � ti. �- irrr�. r �d � !•��• • �'' I �.._CUNT � C,;♦• 6" (�. f. � r• �' drt/�►� �A Mia- C+7NiPt tr rip .,• !>,Apq J'M' �'Et1 R�'P,yN Y r '!V CCwEVATI� �T j_ -.•. 16 •:. to '� t1. DM AbO groat M'1 tCAA tJF w.,t7N1Sr•1 GRAM •`, ► , W } � � ,� PAEtlit�jlloO1ECCA01+ ,.`'h tM C A"-:.Lo+G?R FESJY'K' O �" � o TO �M tE # CWt 1 � , NlS11�11�T1t)1�,1.f�{,'>!lA/�TE( tl4alk 1�t.�,RQC,� A, , ,i CITY OF TIGARD a L Na. a W "�`�F� DCPA � T � 1 1,r� ��,.�2�� ,,R� �y��* �IF'1021'biL low r 1 112 do 2" REDUCED w LOW FLOW PIPE DETAIL4 LQ PRESSURE BACKFLOW DEVICE SCALE: NOT r0 SCALE C'3•0� SCALE: NOT ro SCALE 3.0g ? 14999 SW Royalty Pkwy 1 I 0 4 SIT 96-0018 - - 22 of 53 ..•... I YYY�Ia•YY� p .., »... r - .e _. .: ex. ,. .,...«:rw..,. ..r....w..L•.....+-.r•r�lt.�.v.e,� � ,'g, ' ,I" h } s IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199P INJCIIMF,NT,THF DOCUMENT IS OF MARGINAL QUALITY. MICROFMMED r' ��i�i�i���i�� � p111111Ii+i1i1t i �-1rl�f ij�1i�i � ItIQN MME A! CNIEIA , t�iltnt tu►hi�i utillii!liiillni!!nlilnlltlnl+itn luillil!►I{111)!1! I�1!!liil,lln�!!II IIIl�lIll�!!!!!!!ii lllflllll !!!!N!l1111lIl�tliftlllt�fIN1111t�i! Ittttl�INtH1 !� tt H t r t ' ! ! t t tr !!t! r t!{!m !!t!!!!!! a+rlira Imitltr trttlrrtr rllttsttr t!lrlilntm!lntt Ilttlrrls nttltttlits: µ �• A:'r A. .. 2L�1iv;�':L11:n:4a,14• as:....o.. .4 _..y.Y. .:a.'.. .. .. .. .. -. - w , i• ,1rwd Jk.rR'.. " S` f Sa ►31M.• 1 ,r..r.. _ a ,, w.� ;, • i �1..''',r'(_F : 1 . .......- ..*, �i ,'� CONS TRUC UON N0 TES CITY Q YARDWAye_ NS7RUC'T10N_� ' � L„�Atl� jAr 1 THE CONTRACTOR SHALL DO AL1. THE WORK SHOWN ON Tfif r �,� e� '�-~---� ORAWING5 AND ALL INCIDENTAL WC1l?K CONSIDERED NECESSARY 1 An estimated 12% of the water system coats must be on da alit Prior t � e� TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. P P o beginning construction ;r an water lines. and. to receive a Cit of Ti r 6' y�•5• 5.5' 16' 8` FUTURE IMPROVEMENTS y Bard f'uGir'c Works (TPW) stamped approval con r � f P U E. !_�"`� -` construction plans x F 2' 2 SI TFWORK CONTRACTOR SHALL COORDINATE CLOSELY W1 TH THE BUILDING CONTRACTOR AND REVIEW ARCHITECTURAL PLANS , 2. The contractor shall maintain 0110 set of TPW stomped approved pions on the construction site Q ' CONCRE TE CURB GRAVEL SHOULDER AND MAKE ADJUSTMENTS TO ASSURE ALL U T/LI T7" SER VICE at all' times. LOCATIONS ARE COMPATIBLE. AND DO NOT CONFLICT WITH z . 5; 1 57RUCTURAL MEMBERS, INCLUDING FOUNDAPONS. yx ypd. 1 24 Miry, 5:t y pr. 3. Notify TPW, Water Division, 4+8 hours Tor to commencing eonstrucNon to set up a � .- - -�:'� re-construction meetin T 5: 1 2X W 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES P g• Telephone 639-�t 71. t AND CHARGES, TO CONSTRUCT AND INSTALL .411 IA4PROVEME•NT S . All work shall be In accordance with AWWA standards. �` __- �,�-...._„� �`'' ..-.• SHOWN ON THESE DRAWINGS. 4. 4` THICK CONCRETE SIDEWALK 4 CONTRACTOR SHALL REVIEW THE GEOTECHNICAL INVESTIGATION. 5. All work will be inspected and approved by TPW Niter Division. r r :r. � 1 3/4" THiCK A.C. PAVEMCNT CLASS "C" 6. A!1 pipe and fittings shoal be ductile Iron, cement--lined, of now mcxtufacture and made In the 5 CONTRACTOR SHALL EXPOSE, VERIFY, CONNECT AND/OR MAT(;H USA. Pipe will fly Tyton Joint Ductile Iron, Clas9 52. 4` (3/4"--O") AGGREGATE BASF � --- 1 3 4" THICK A.C. PAVEMENT CLASS "B" ^" EXISTING UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH •• (CRUSHED ROCK) v_- THE INTEN► OF THESE PLANS AND SFECiFICAIONS, TO PROVIDE 7 36" of " � y 3/4 minus grovel cover for all water main in ( / - ) ( COMPLETE' AND OPERATIONAL SYSTEMS. s street roe t and right -a f-waye. • --2" 3 4" D AGGREGATE BASE CRUSHED ROCK) 7" (2`-0) AGGREGATE BASE (CRUSHED ROCK) 8. All valve operating nuts shall be within 36" of finished grade, otherwise valve operating n BACK OF SIDEWALK IS 6 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO p g u t 0.2.8' ABOVE q FINISHED extension will be required. GRADE PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR !MPROWMENTS RESULTING FROM THE 9. Poured concrete thrust blocks of at least 8 square feat of bearing surface are required at each 0 NOTE: RIGHT PAVEMENT 1MDTH TRANSITIONS ON NAE VE Sr. CONTRACTORS OPERA 1TON SHALL aE REPAIRED OR REPLACED AT tee, cross, and bend location. 32' 213 STREET S CTION8+00 STA.BETWEEN 16' (STA. 7+00) AND 8' ( ) CON A TI4 CTOR S EXPENSE. NAE•/F" STREET STA. 8+00 TSTA. S2+ 42 7 DURING THE COURSE QG THE WORK THE CONTRACTOR SMALL. 10. A 4"x4"xW-0', pointed blue, shall be installed in front of every 2-inch water service location, a � 3 N. T.S. COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, and remain there until the water meter is installed. ` 1 OPERATIONS OF THE OWNER AND LOCAL GOVERNMENT AGENCIES. 11. it - • " " Fire hydrant assembly consists of on MJ x 6 fig fee, 6 Fig x MJ gate valve, 6 MJ x MJ _ __ holding spool, and o Modern Mueller Centurion Err " ' 6' S.5' 16' 16 5.5' 3.5' 6' d REFERENCE ARCHI T EC AURAL AND LANDSCAPE ARCHITECTURAL TURAL � � " e hydrant, A-442, 6 MJ, i-1/4 M Vn, 3-port P U E �� �� PLANS FOR .40a71Ti0NAL INFORMATION AND COORUINATOION (2 - 2---1/? NS T hose connection, 1 - 4- 1/2 NST pumper), 1 - 1/2 pentagon operating nut, open left, P.U.E. color. yerllow. f� .,� r-- CONCRETE CURB RfQUfREMfNTS Approved Mueller Centlirion A-42J w � • ; ,�,; PP Equal: �'>• I a, 9 REDUCED PRESSURE PRINCIPLE DEVICE, (BACKFLOW PREVENTER) Woterous Pacer 6790 C5 u (F£BCO MODEL 825Y OR EQUAL) ATTENDANT TO POOL INSTALLATION Clow Medpllie�r FA.! ?_�.. 2X WA- 2Z AW2x 5.�---' IS INCLUDED IN MECHANICAL PIAN AND l;; NOT A PART OF THESE PLANS � Z 12. Each fire hydrant shall be installed upon a pre -formed concrete block with 1-1/2 cubic yards 5• i � S~1���? p 10 STR!`ET LIGHTING !'LAN PREPARED BY SYSTEM DESIGN CONSULTANTS of crushed 1-1/2" - 3/4` drain rock. Tarpaper w11! be !old On to of the F }' INC., IS INCLUDED IN MEC A.NICAL PLAN, SHEET E2.1 p drain rock to separate the . j �a � 4" � 0 from earth cover, �•• I>" rock k THICK CONCRETE SIDEWALK - 11 ALL UTILITY LATERALS TO HAVE 2"X4" MARKER IDENTIFIED WIN BLACK 1 .3/4' THICK A.C. PAVEMENT CLASS "C" PREMANENT MARKER. 13. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be W `�+•i ' 4" (3/4"-a ) AGGREGATE BASE encased in a reinforced concrete jacket 6" thick for a distance of 10 foot on both sides of the Q (CRUSHED ROCK) 1 3/4" THICK A.C. PAVEMENT CLASS "B" 1 crossing. Where crossings are necessary, they must be made at approximately AO degrees w1 h 12 ALL PRIVATE IMPROVEMENTS' SHALL 81' CON'STRUCTE'D IN PP yt at I,i least 18" of separation below the water line. �• 2" (3/4"-0) AGGREGATE BASE (CRUSHED ROCK) CONFORMANCE WITH THE LAIFST EDITION OF THE UNIFORM ,q' f� 7" (2"-0) AGGREGATE BASE (CRUSHED ROCK) BUILOING/PLUMBING CODES. BACK OF SIDEWALK 1S 14. All mains with a static pressure up to 100 psi shall be tested at 150 psi for one (1) hour with a � O.. 0.28' ABOVE q FINISHED maximum loss of 5 psi. Water mains with Q static pressure greater than JOt) psi shall be pressure GRADE with tested at 1.5 times the static pressure for one (1) hour wa maximum lose of 5 psi 13 All UTILITY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT TO � . BUILDING SHALLBE GRANULAR, UNLESS OTHERWISE APPROVED BY J V' C)15• Upon satisfactory completion of testing, the new mains and connections to existing mains 32' FULL �,., •a _F_ STREET SECTION THE ENGINEER. .� shall be cleaned and flushed with potable water prior to disinfection. Flushing velocities shall be �•... - ;j NAEA' `;TREE T STA. 3+00--STA. 7+00 - of least 2.5 feet per second. Disinfection shall be In accordance with AWWA Standard 0651-92, �� • .�} ' the e State Health Division and City requirements. The continuous feed method of disinfection �� U ,2 14 WORK DE DEVELOPER. TO BE DONE 8Y OTHERS SMALL. 8E ASSURED shall be used. Disinfecting mixture shall be a chlorine-water solution having a free chlorine Q �� 2 ,� BY THE DEVELOPER. _t,,....Y,.YY1i^�f'���'-.� 3 ( A residual of 40-50 ppm. The disinfection mixture will be prepared by Injecting a calcium sodium (� La ►- .CONTINUED BELOW RIGHT hypochlorite and water solution into the pipeline at a meosured rote while fresh (potable) water is U allowed to Now through the pipeline so that the chlorine-water rolutlon is of the specified 6' 4.5 5.5' 20' 10' FU TURE IMPRO VEMEN TS ^,� ,�- � P.U.E. �-�,�- strength. Treated water shall be retained in the pipeline long enough to destroy oil I.," Q nonspore-forming bacteria. Typical retention period Is < 4 hours. At the end of the 24 hour a 6 1....2' - period, the pipeline is to have a chlorine level of at least In ppm. After chlorination, flush the CONCRETE CURB , water from the line until the water throughout the pipeline is equal chemically and 4: + .1-GRAVEL SHOULDER �- bacteriologically to the permanent source of supply. F U ,� ' '?'X� 2� 2X Her{ ,/ �-- Dispose of the disinfection water in an approved manner. Do not allow disinfetction water to •.-� � /� flow into a waterway without adequate dilution or other satisfactory method of reducing chlorino r 2'1 5: 1 residuals to a safe level as mandated by DEO. After disposal and flushing of the disinfection +w.� T cc�� solution. there will be another 24 hour retention period prier to the taking of water sor,iples for C r '/ bacteriological testing. Bacteriolo icol tests wail be taken b • TPW. 4" THICK CONCRETE SIDEWALK 9 y 16. TPW will install all capper services and stomplJng stations prior to black topping of streets. 2 THICK A.C. PAVEMENT CLASS C. �"' � ti x Water meters w111 be Installed by TPW upon individual request and a Ci W p yment by others ('owners). Y �. 4"-3,y4"-0" AGGREGATE BASE --- 2" THICK A.C. PAVEMENT CLASS "B" �' I �1 �� ' (CRUSHED ROCK) 1 a 17. Every water meter for this development shall have the proper Oregon State Approved W I�..-�-..1 - P 3" (3/4"-0") AGGREGATE BASE (Cr?USHED ROCK) a i�""' J. 5.00` �' ` backflow prevention device (minimum of a Double Check Volvo Assembly) installed on the .J 12" (2"-0") AGGREGATE BASE CRUSHED ROCK) I property si property lin BACK OF SIDEWALK IS ( 0 ) cn P P y D P y e pratectfon, of the water meter. The backflow prevention device shall I 3 be installed and fasted by the owner, w;th the results of said tests forwarded to the Water 0.20' ABOVE FINISHED ( z 9.25' Department, before water service con begin. O • • , � GRADE_ � I j ---.- � w NOTE RIGHT PAVEMENT WIDTH TRANSITIONS ON 109th; AVE. IA 0.50' 18. Upon completion of ;natallation of the water system, the controctor or owner shall advae BETWEEN 20' (STA. 19+20) AND 10' (STA. 20+�O) I � � � TPW of the total construction costs to which will be added 10% for TPW inspections, water loss 40' 2 3 STREET S'E'CTION AND BETWEEN 10' (STA 27+07.25) � , �_ i ` MATCH ExdsTlsvG a ROAD SUPE:RELEVAT 10N overhead, adminiSAration, sampling, etc., and 2X for engineering review, includ" 'os-built" ;. AND 20' (STA 27-f 58.83 '� 109TH AVENUE STA. 20+2o-STA. 27+57. 79 ) Z h�� Y I �l drawings, updating master map, lntorsectlon mops, etc, n. N.T.S. R Q� I t 2.00 NTE dt j 0 .. I 5' r 1. OPERATION OF VALVES IN THE PGARD WATER SERVICE AREA IS PROHIRITE'I) Y+ ;�```,�a►ec �`s 6 4.5 5.5' 20` 20 5.5 4.5' 6' ` ' ` '�• '' ;,,, -.. -- _--•. �"� �m•uzn -_.___.-___- P.u.E. f ,�t' ' �, Lt �* - r'�-,r,-_,� -1f"�YQ GENERAL CONS OZION N �� UN77NUED: J CONCRETE CURB � .�, �' •�,�21 ,�►� », ?. AND GUTTER 1 1 15. 11 work shall conform to City of TTgord, Oregon, Standards and Specifications. t 5: 1 p „ EXISTING PAVEMENT , 2% 29 MHS, 4 - 3/4 _0 CRUSHED AND SUBGRADE 16• trfy City Inspector Letho Thomas--.► y sp (,/639-4171 2.4 hours before starting an work. �kf�tR s 2�-�p3» Z: 5: 1 AND TE (I.EVEL ING ) g y 1 g: 1 ?•1 h. r COURSE) 3 17. Ar cess-to and egress-from parcels of land adjacent to the work area shall be maintained at al! ` #%'_ ' " '~ tin Pedestrian sofoty shall be provided for b the contractor•• � ' " r" � I�" -- CLASS 'C` ASPHALTIC C PAVEMENT 0'� P y c at all times. ti 1 - CLASS `B' ASPHAL i 1C PAVEMENT { l 41K 4" THICK GONCRE iE SIDEWALK 1 "` r I y. 8 40movol/ ep ocemetnt work and damage repair work shall be promptly initiated and coil'lpleted P 2" THICK A.C. PAVEMENT CLASS "Co 2" - 3/4"-•-0" CRUSHED i� to t City's satisfaction. No work shall be considered complete untH it is accepted by the City. .11K 4"(3/4"-0") AGGREGATE BASE Theity reserves the right to cause testing and certification of work or repairs to be erformed• " C7 (CRUSHED ROCK) 2" THICK A.C. PAVEMENT CLASS "B" AGGREGATE (LEVELING p -- v1 V-) COURSE) to they Cftys satlsfactfon, at permittees expense. (j/4 0`) AGGREGATE BASF(CRUSHED ROCK) 0 12" (2"-0") AGGREGATE BASE (CRUSHED ROCK) 7" - 1 1/2"-0" BASE } 19. osion control shall be provided for by the controcfor. 6 BACK OF SIDEWALK IS } � '. .2 - COURSE 20. S 757.541-571 applies (pre-notification for location of underground facilities, etc.). >� 0.20' ABOVE q FINISHED GRADE FRONTAGE IMPROVEMENT 21. �ls the sole responsibility of the permit holder to provide for proper right-of--entry (crud or �40' FULL STREET SECTION easeants) prior to starting work.. Proof of right-of-entry (and/or properdy executed easements) V � W -- --- _ STREET SECTIO�ir, - ��,.-�,.--y---ti ' st)or�pe provided to the City. The City shall in no way be construed to be !fable for the permit ao U olds follure to obtain or provide for proof of right-of-•entry (or easements). Lk © 1 os rrj AVENUE STA. 10+00--STA. 19+2.o NAEVE STREP.T STA. 12+.42 TD 14+75 )l o � `- A N. T'' SCALE: AS NaTIED� ,...� ,_r.„ ! C4' 22. 1 easements deemed necessaryb the Cit to II y y, face fate operation, maintenance and access to � a_ new ublic facilities or to MlOble usage of sidewalks, etc., shall be properly prepared, executed t' and ovlded to the City prior to City reloosto of any work assurance funds and prior to City closer of the project permit. Z © b ton Aio fG 23. d !i':y -�iocatl, s, maid rcotlons or repairs, which may be necessary, shot! be per formed in c� `- timel manner at the permJttee's expense. 24. -A hard surface patch is regt,;red to be placed, of the end of each days work, on ail trenches in SHEET ^ _A4 0c roadway. C4 , 0114999 SW r<oyatty Pkwy � � 1 3 4 6 Mrr 8 SIT 96 0018 �� `�'�` ....... «+4, , 23 of 53 t ,►, • ! -..r � - , ' • 01.4 IF THIS NOTICE APPFAKS CLEARER THAN 7'HE Oi,r 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL,QUALITY. MICIAOFILMED I'�I'i�I�IIi�Itlil i i�l0iil(I�t'1;1`I�I�i�i�l�l�l II�O�I'�I{i�1+1 I IIi�;�I(i�l�! ! I�l�i�l�1'11i 1 t�l�l�fl�lji ! i�I�iJi�i�l�l� 1JIM1,;;1�1�1 I+I�I�I�i�li►1 LMCA AAiUE MI G7tit;.' IIi�Nhlllil�{III Illi+rllilil���i�l!I;�11�IIS! unlu�� i�ulltie lirrilrli IiIll��iEl+i�!f!n+ rnilrru�ll�nt t�ttlnu �inlurt!ti�t{uu �ttrllnlmnlrrn �rlrltletirtit�ttrrit±nitrrt mritttr nnhsl� trrr�rrl�, llll��r1; r�uhllr 111i1r1�t �rulirrtlanitrn ni�lrrrr►nrtltutt►,: f 17 . / •\ \, r / � % �\ / +�, �r :jam, � �' :,. ,� I% IL � •t• � M 1.i.,, � .1y:, , w 7 1SCALE, a, / 40 c 20 40 80 IQH F� LEDGE OF p o SIDEWALK a� " \ .,.� i PA YEMEN T cn h RIGHT-OF-wa Y ` ( ET RIGH T-C?F-WAY \ ��- i CURB r 1 Inch 40 1+ "r 00 23+00 24-100 12. St1 2U4�111 h\_ E.P. � � I ........ .r�_._.__ _ �. w ..... _.._- _--._ rX ' ��t, �'• `.% tai' —v� ".� t ,• ----.�. _ _ _ "-�,` .;° w, S . W. 109TH A VE N � E �-- EDGE OF �x►sr RIGHT-OF-WAY wAy y. --- ---- _ 28+oo }' z � 4* SS L A T ►� PA VI-MENT 3 �.� + + BE.dNNINfi O 12 WATER -- ,7:1 REMOVE AND REPLACE '� Y"ti E.P. - SS STA. 76+63 v �� EXIST A Df MAIN N?TN 12' DI ''�. 35 LY 0 S� 2 X I 0 4 - LAT 12 D! WA TER <<� + 35 CF. 0 2.00 X ,. ..J�._.� J�._ A- J•- -�-' ._!...Ji��l�._ �`.,�1._ u `A_ '). go (/� M h k I v ^ 'C v �"( 2 cn � � 11s, TO MURDOCK S7 . G to su SHE': 2 SEE sHe�r m o 1 109TH AVENUE PLAN C4.06 2, o - -- � 4 7. 08 o i + 3 4 SCALE HORI Z 1 =40' C4.p -+ I Z CN 3 ..� �•- o j o L �t I 340 _._• _ _.__ .._. _ . ..+.�.�......_ .�._.- ._ Y 340 ! �_... �� i r ,r ' " '� " ' `a Ct1 I I ! rQ, Q '..` 1}t ! �� _ j '• ., � r - .. Q4rG•���G ,��,�' " °°� w � ± '�v v � ro s• +"� 1� �''� r 380 l �_ _ _ __._ - __.. . ,__1-_ --__�..,r~.. _.�.�._ __.__...-- - - - _ �' v� r 380 ..1 , x�,«�.;,,t ~� '— � ' � r t ?•- w• � 1 aT �1 # 1 }•• 1 � � `n ► �' I i'` l 30 .�� 330 _ _ I ii W I ; •-f-•..... �....�-.._. _EXISTING N /� :w..f•�. ,a . ," I PROPOSED GRAGE ---� i ro M "01`r` " ~•' p 1 / t ►�1/4 =10 T28 RIWwa 370 LLJ Ross 1� O I Y yea �'- f j� `` r -J ND 10 aNJR000>K ST w 7Mr1►.Vrr i EI\I TING �f"10�N / I , ` •) O`' i'`A SW 101TM wQ '� }fir •t' / y 320 320 .� "T • , 7- R 4 J c� v� q 1 Mf tv 3 11 360 .-..�...,._..... ._� _.. .._,.�.. .fw,_a.._...+.w..+�.a._._. .. -_ .._..W._«i ..+.r._ _►. .i+-rti ...._ ••1.�-+.....,«r,._. _.._.. Co i C 60 / i ` �• �' t f d1I Irks 1 �1f 1 1 04 CN b� �. rM Cw„/rLRa� r411 _ ! YV1kt.Of. N +� 1 d �: �• IIJ 4 310 310 ' ' ow f i No � t , I r - -_._. _. .. ��� .,..._ ....__..__._ .. ,__------___.�.��.•.,,•.,..• ..r...�_..- ....�.._'�. �� �, ,y .....`..." � .ter. _-.._..._ uj Ii Ln o 350 50 16 ,00 Lai .7— J-1 � 300 .�� - � � . 3�co _,_�. � �_ � ,� . � ._w_��_� ►} __ � '".. ��.� .:_ :� . � � __�.__�� �_ . � _.. •� � . } I f Q ' I I � I y � h� � DO �• r. ' ff � , �, � 6 .. 4 1 \,� �J t If " - I :+d�,rtN�wrMaut�t� � �•. 290 a 1 290 ..r� _ ...-.--�._- ... _..$ ...._-_w�—_._.. -,.,.....r-.._ 1 ..�_--rY_.r..._•+a....•+••w,-.�.......tea+ �w'�...w- ' ._-f+_,.._..+»..�-_...•-�._r -._.,_«.....,....a... _._ , .__. .._._+...—.► .. -w�_.-_. �.......- �� �� 11.1. � sa s ►'t ��� f t 1 Ajjr .sFt_a �►J7 M�j�p ' O .� t i a~iD N u I � 0.h I � ; ' r '�! : F•: R.: ylow "Im "for 330 , N 4 r ia) 10 ! .100rY 8 013 1 41 12 REPLACEMENT OF 8 LINE o 654.00 66+00 20+0021+00 �- REMOVE AND REPLACE EXISTING 8 VI WATERL I NE I N S.W. 108TH FROM S f 55 0 22+00 23+bo 24+00 25+00 STA. 24+90 NORTH TO 8" CROSS AT S.W. MURD". APPROX. 710 LF WORK I NCL UDE RECONNECTION OF ALL SER V I CES APPURTENANCES AND F I tT I NGS► 109tH AVE. P�?CJ'F"!L •� PAVEMENTITRENCH RESTORATION ION SHALL BE f N ACCORDANCE WITH DETAIL 1/C�►13, ' SHEEN` �w �• •7 + t J1 I n T�a9 SW Roya'ty Pkwy SCALE ORI » �40� C4.02 � v 4t i .� ��. �. .'�. .'t`,.�.��.,/^. . ../\..�...�^...r�\.i�.,�.� ! YT 46 001© 1 VERT 1 =5r C (.`/,�/7a 2 i • 6 T 8 ,� r,• ��,��,�.w�Yd +X � ,�yr~•._ r�Ip :,� 1 az "'tq, '�' � . . .r .,, �', '. �. it yi tri � � � t 41 .q.�. Ufa . �rY. •v '* ` •' +.a• _.w+ x.�.._ .�. • L. •` ,Y:.�1' > .'.dt.�� � .. �' /�, ,•• {�..,;,. 3 °' Y t ' ••�++.r+www-.w«...... ,aan,_sR,.w.r.�.r.�.n.�..,,,,,_ ..aw....wr..».._..+w�..:,..+w+.,+.._•.•r.s...... .rw.►.•wIrY14n. .., ,.. ., •. Y �' t. � t`.1 IF THIS NOTICE.APPEARS CLEARER THAN THE U(.'fi 7 199P DOCUMENT,THF,DOCUMENT IS OF MARGINAL QUALITY. MICROFMMED mAct i(ili�ll I�I� �I 0I�6 !i � ���{�{��t���� i �{�{�{��i�i{,{� iI►IiI��11e1� i !{IiT�I�1{�{� � ��1�illf i{{i! � ►I�III��I{�{� � �IIIII���IIiI I o{�{�{i�I{ISI!! � �{�{�l r!1!1!I i hLIIIll1111►1i11lIIIll�lflil llllll III�IIIItIEIlti�litt tlitltfit Iftilttfl,tttt!!6ltilll�ltit tliNA l{ii[fill ifIif11til1117111111�IiIllllil{1111 Itilll111fill l{11lIIIIItt111111111411}F11111111t 1111{1111 111 !1111117111111111711111111171111i �It! 11 1 Iii !i tl 1 t�tiilititl � f!t► {1111 it ! 1111 H ! I t I 1 i :'( •.� h-"1�Y i P d�' 4s: `'l�y ` .. � .. .. • -! - ''F',,u a did' '� -..... ,kyr,. -.e �r till �± a ,,, FM'.,':, t`•, r ' C 0 �} Ii �' \` , ; \\ \ ` �� \ ` = �" l 1r` r Y Y Y' tAW —..M .r LI F NJ z ,.. ,.�%' " �r`4¢,�` �tiP� •',� �ra�•:.?:.c..ac.' � �' ►" �. ^[J///f .. ' Vv �,� 4 ,�L§ Mie � �•��..,�, , _ .\ �r J b .r 1 tri 9+69.40 1 Q 11 Cao ,.r.. .� _�� v , ''!� - -_ \ .r' cy ``. 60 L T 1 , STA 41+46. 10 SS LANE NL ® , � � � ' ,' `,� STA I 25 LF O 3.442+�900 SS L 1 E 8 �, - '^' ` A 4 , S4 L I 1 22.4 LF 40 2. OX 25.03 L O 12.8 r 01 All l ` ell `�,, ^ ^'� • ` r ; � \. �/ ,5 =`,\ yrs ►, cy- 1>1 00 f % SCALE �` .� �,. t - _ Lu r 4v \ f w f 0 20 80 ` % \ �/Oool r' G ( FEET ) .r ` � .` ter,, \ J r . �` .� �„a ;�� o - '�.J�..�l..�..�l..J� _�..JL_�_.�..J�J�..-.,�JJ�J._�\..,J�.,.�l...J�.�l..�._..�J�l....,•�..J�._..�..J� �'....�..J�..-�J�..._�....'�.J�. .�l.J`...�.. �" r . {' 109TH AVE. PLANS SCALE HORIZ 1 =4n' C4.03 _ 260 260 290 .� , � . . ;� 2so � � � EX ST I NG GROUN&---,, _ _ _..._. ._ ..._.._ _-._ �_ , __�.._.__ _______ _ FOR � �UCTION O ..... ta. PROPOSED GRADE - ca� • � ; � Qc00, t - 00,C 250 ' �,.'� 'n k0 250 EX 1 T 1 NG GROUND--�•� 280 . - �_ ._._ ... _.;.. _ ._._ _-...._.�_. ____ _. ..._••�;._._,.'� � PROPOSED GqAOE_=.._ _ / 260 '� f_ •:.�` �JG /' ol tp 240 f ,� " � � ,,.. ,1..x'4 � • � ' ' rr 2 40C412 70 2 70 --} l N � 239-0o' 9. � (In 230 � � � � � ti _ _ ,X W� 260 � ���� �• .�, 260 r J A `ILj W j wf, ( - Ck to tn ck (0i0o co ; W) µ . + ` ,^� ! v tncn � ot copo l + ► N i Ute? 0 1T j (JI niJ 0' II I 5C. 220 •c „ I f �^ 22 ui 260 ,E W { Q �.. 4 260 LLJ f 'K N ('4 �. q W W r cry V) 00oo ! p c; uj z - ,� W A z I � nwy �., rt � ,1K 11K as n� vy vy ►•i -- crwaoao � • � . . w as ®r- r� a r r 0 10+00 11 +00 12+00 13•+-00 13+00 14+00 15+00 16+00 a ce V"° •• 109TH AVE. PROFILErr2 _ _ SHEET SCAT_E NORIT_ 1 —40' C4.03 C4, w INERT 1"=5' 40r �1 14999 SW Royalty Pkwy � 2 5 6 , r sir 96 ooce 6 25 of 53 , :.� q 1 •, r t;4 �1- - I 41-o oIa ..h . i , IF THIS NOTICE APPEARS CLEARER THAN THF ()UT- 7 199A DOCUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �J�J��►I�I�I� �I�I�I ��IJIJI 1 IJIJIII�tJIJI I'IJI!!�l`IJIJI�I IJfJIII�IJIJI I IJfJrjl�IjiJl f IJiJiji�IJiJI f iJl�ilI�1J1�1 11JIJfJIJ{Jljl ! IJIJIJ��I�IJI� � �J�JI�!(IJlji l�IJlJijfjl�i IMLN MAOI IN CIIf1M �I�inti Ii��lt►tt it�titttthtttltttllttlilnl�hntlitn nnlna ttitltttt trttllFulrttIfn�t IIIIIItnirtnl�!tr it11inu ttt�lntrtnnfnn�nnl�����nn{nniu+�ln�it�lrt�+rrr►I�iilnrr nnl�rn nuJrsit rn:ht!t ttttOtttt ttttltrtt ►ntlr+tt tutlttrt �utlnrr rirrl;rtrmnlriutt , • _ g A f ` •. • __ r 1 k mi Owl END CONSTRUCTION STA 27+58 83 ; ^;- I '�'••,_ v 40" Z/'3 S TREAT - Pa►i�R Pck E TO BE REL OCA TED � � "�„�' ,� • TYPE"ap s , 1 "�, SCS'')'ION REFER BY OTHERS, (TYP.) BATCH EXISTING 5.DE W REFERC1 AL OR 1 VE.WA 1 7d SHUT. C4.® BS ELEV� 405.3Si FE D i � 1 MATCH EXIST. -- �b 'p 1 CURB PAY N `+ � .Jt 1 Gl•1�•-QF=WAY EM'E T . . ,_� ...�.. ,.... 7C ELEVx# 405. 19 4 71771 - 21 0() 22+00 i EN c�►► A - O OQ cQy 24+00 rG i� lF 65. ,� ' _ _'_ ._ _ .� _ 25+00 26 UU T I IGH T SIDEWALK }'Y w_• --'-' .Z 'r"' ,.'i.i A-"-^au.3 + ' .._..a_r .._ ►. ..._.w-•^. --r _.«.-_ __.'+r'V,rr.4r'•r. .. __ ___.,.r..__.____,-, _+_.Tz_ 7. i -Ex r ST MEANDER t fVG W. 2 S . -WAY ____._� si 'r`-�' T c- ' '- W 109THAVEN (je ., `�° �'� _ z8.foo xfsT culla EXIST OPEN 1 r PROP4SE0 �MATETtL r NE ! 7 L.i". 10" HDPE �^-1 -I'll � L.F.c o• HDPE c Ex 1ST 1 NG WA TERL 1 NE w/cAP as=2.o0x ,� � � « - • W/GAP OlS�3'.,39 REGRADE EXISTING GRAVEL DRIVEWAYS TEMP A.C. RAA,IP - ' 50 L.F. 12 C.S.P. N TO MATCH F 1 N I c:hED GRADE (T YP) •-Jt• -A... -A..II:..�,,,J�...J� Jl... �JI.,J !.E.= 385.26 - BEG 1 N P VM t,-� 3: I TRANS 1 T r ON i'O ` I E.= 325. i 6 .� b � C-78 CLASS 3 TEMP. A.C. �-` 7 L.F. 10* HDPE • FLAIR !0' RT, MATCH EXIST END , O EX 1ST. GRADE 3; ► TRANS f T 1 ON w/CAP OlS=2.00x /�7\ �. STA 27+07.25 SIDEWALK SIDEWALK r! ExIST- , (: END S f DE.WALK I.E..- 359• r 3 - I 1 ( �' MATCH Ex I ST ^� SIDE WALh STA 19 4.20.20 I CURB ar GUTTER INLET C.B. � �� PVMT O 20' RT + (S/w) TC ELEV- 325.31 Ei � 19.3 L. T. ST. STA. I9+61. 19 CURB F.L. Q t« Q ' TG= 329:59 l.E. OUT= 325.716 - y • , W/ 24.85 L.F. ►0" HDPF O Sao 3:3BX SCALE CURB & GUTTER INLET C.B. .< 40 0 20 40 80 19.3 L T. ST. STA. 23+00 7G� 385.35 �• • 109T--/ AVEN UE PLA I.E. OUT- 361.52 .� � R.O.W. k SCALE HORIZ 10=40 C4.04 w/ 24.30 L.F. IC" HDPE O s� l a4z ' 1 Inch FEET40 /t. • 20' . �9 B • ST.GUTTER STA, 26+00NLET .8. T - , oc a 10 ._.._ -•,, � c 391.40 �� � I.E. 1387.57 .E W/ 24.30 L.F. 10" HDPE O S- 10. i Q KEGRADE W/ " M I NLS AB AS RE Q'U t; ExJS7. TO MATCH EP W/iN R W . '• t ^ D `GRA VEL __�..,.. - _. .__.,�_ _.__ _.. _.._ __...___ _ -- - - -• .__._....__ ._.. _' _. -- _ _ P. DRIVEWAY f..--2.07 IY, 1 • GX VAtX'l ExiST 35p 3�p -. - ...---�- ..�._r..__. .._ --.._-__ ______�__ .___ _ ____._ ___ � i - ._ 390 CULVERT PAVEMENT ! ___--. ..�.---�-" � � ACL„ �.�► � O =# TO REMAIN ' ' SECTION u� ! •� � UND I S'TURBED AS PER o - ii I i SHT C4.01 v , Li m v, � , I SG C T l ON ,� ""/`1 � 04 � ► " , r ' Z) c U N ( ` c�- e TYPICAL ( RA VEL DR I Vt=WAY SECT 1 al�d 6c Lij �" ' _ 1 � I . . � �Q\5t`ra PSE� t.�,! l� - ---- 340 380t � 380 .420 C ! / P I :STA z6+78. t o + c -.� - 1 A.D. - -0.931 Y j - •' � ,, K - 43. 15 1 40.00' VC �• r , , I 330 -- -- 330 370 --- - ___.�_ _ ____.�� _ _ __ .•fi_._,_ _ _._.r__.__ _ �:__r: _ - r __ _ ___-__ -_ -__ -- _ _ _ . -- ' _.. �' z 3 70 410 -- _ 100.00 Vc P PVI STA � 21+52.55 I �• ,��,/ i � � I �' � % ' � � - i PVI fl( 353.09 i I A.D. -3.32 0 ^ 1C 317.09 -rA" - . � ail Lu _ - ---- 20 32 / .3 36 Q -M ►� - -1-1-'ll _ _ _� ' __ _ .._.__.m.�_.r .__v .r ____ 360 400 W) 0) V) ls I I s k ;ell .� ! , r �W. 310 310 350 m, -.- r -.� _ _ __ _ - __ - __ _. ._. ._^____.._- -- --,► -.~.--. -- 350 390 -t-- .� / V ' r icc c I r r 300 340 ;, _ _ _.___ �.. .____- ----- �_ _ _. __..._r �� - _ _ `�_ �. - i --- --__ 300 -_ --._---'--'_ - - o • t - ` _ j 1 ---. ' �.. •-- 340 380 00Q PO o ----- _.....� _ _ - - - .___ ..._ _.. ___.____.._...__ ,: _.�._� Q�T.� _A�VEx �R©FIL,� ,� -_.�.�... ..�. _..«. �. ._ .: .... . �_ � � • ,� 'e uj SCALE HOPI 1 =40 C4.0� i a ,�,i i IV'ERT 1 =5' ` . v,ui X19+t?0 .20•�-OL7 2 21+00 . . 22+o0 2 (�I'�f0 25+00 46+00 27+00 2 +00C Y 14999 SW Royally Pkwy '� - SIT 96"(/018 ; 26 of 53 .:_._ __,_. :.._,..:. .--•,n „•.__...«.._..._,........,.,.,...w,,,..,..-...•,._. - „, . _ ..: a .kn::"r�JM1GA', :t ' .,l w+-.�'�. 1. IF THIS NOTICE APPEARS CLEARER THAN THE 0 'T 7 199P DOCUMENT,THF. DOCUMENT IS OF MAkGINAL QUALITY. MICR(�i�'ILMED i 11�1��1111111 il�l�i��i�l�l I�I�I�IMI�I�I l I'�IIIlI�lllllll 1lI�IJi�l�lll I !�f�T�1�1�i41 I I�I�i�l+1�1�! I I�Ilill,il!{I I III�I�I�I�IjI 1 I�I�ili�i;lll+) ,! ��I� 1 1 T (II�IlIlIIlII+lIlI IIIIiiIUIIIIIIIIUIIUiIINlllnllu!! (!i!I!!!( illil!!!! liiililtl il!!I(in,i(nl!((!in!!f!!n !(uln!! !!uI!!n!!!nl(1�Ihnillnll!!!il!!nllnlln((I!!i!h!!1 !! �!!i!!!! nnlnli !!!!I!!!! ll.11111111 ill iR11Ill!!lillnlloiillnn 1 �! SEL bva-- -.,. ` 1 * •7 lh t � s . i,f ,•� �\ ,�. �, �, ' ,� "' .� l�` \ / 1 J ........+►e...+rr-...r.+..+.�rrw. ,. . Caw, -4 ►yam / mss,{ ,_ ,J * Cb , \ +. MON OA .•... TYPE -J \ !". ' \• "rl ,`� s ell O _.X " t M' � 1 .11r • i 7`Y• ..."r.► . ,_ /7 / �.1 \ /�' / / � Jnl+ Il�$j 21 (n 11+00 1,2f ga 16VU- TYPE ► IK th h <?�, sn CO IAL DR i VE WA ,• .. 4 A PM AIL .c 34.74 LF 6" HDPE 0 3.49X � 4 ,. \,,� - i �%' .� / EDGE OF PAVEMENT ' 1 E 231'.0!3 {l �y /// _ \ C�A�mERC I AL DR I VE WAY �a 1 �✓ FE R TO DETA f 1 , i (` �� ` l i:1 % / Myr DA TA . . !r CY CLASS i S' .�. , f .� ✓" , Y, �� _ ax >. \ R 1 P-RAP \ ,r' Sic t� } , r.�y,• ,� ,f�q 1p --,� AdkUSy LEAIG�_ GTIOFID MTA s ►- CUR R • .' l yP /� Ln 15 PURL �� ° �Ir '� �'` i'"\ 1' •, / s 30400 275.4V- 9.'� 51?' 3 1 ` ,'� , � \ �: - ►- UTILITY EA T / Z►� ti\ f 4 r>• 1 1 + •�,r,' \ •_t 18.53 83 31 5U 1171�i 00 ;. `a 1 t ", c" I TN I N R/GHT y '' \ _ . OF-WAY a 9 CURB RETURN DATA a 0 lY / Y + 0. s f \' 4 k Q� , ) ^. l BCR, TC EL. 230.04, 9+54.08, 20' LT. "Q- \k \ �y ,/ v3 o `� �,•,, s to \4*\ ai tv 1 1 4 T r .r � i \ < ` \ W / 4/ , `r EL ?30.41 - 1173 56 1 .7 PL/9L l C U L I T 1, k �n ` _. z v Z_ 9X��. 2G/4, TC EL.•230.78- �1\ R - 30.00' ' w V f. I$EMENT ,/ \ .i g � K� 4 3h/4, TC EL.-231.30 `�" L • 61.73' ' WATER QU& t 0 \ > \ �'' -� w•i e \ S ECR, TC EL.-231.80, 4+67.81 16' RT. ` �o PONP �, E p �,�\ f/,' `� �/ � '. TYPE, BCR, TC EL.-2,32-99. 5+09.05. 16' L-(. ` 14/4, TC EL. .233.90 O 69100,00" CURB RIGHT-OF-WAY q W �� � +1. �, •� 20/4, TC EL-234.80 L F � R •� 30.00 \ \ 51 DEWALK 3t 3414, TC EL.-235.41 L - 35.13' W . f ,� •r��. --..�.,,,,_ fCR, TC E'L.=?36.02. 10+53.55, 20' LT. � BCR, TG £L. 23.19.7h 10+92,87 1B+tXi 1 l�/4, TC EL.=237.29 l�► 1 f 7 53 ss ? 3 2A/4, TC EL.-236.82 � R 3Q00' 4 3C►/4, TC EL-234.80 L - 61.73' ECR, TC EL.-233.78, 6+22-ft 16' LT. ► ,; < BCR, TC EL.-234 5+80.83, 1s' RT. w "'•,` ! \ •', \ \ Q �1..,. �,� ter+.. . " �( 16/4 TC EL-233.75 a 69,0000 �..� f - MI o, 2&/4, TC EL-233.30 Q R 36.00' Y " SIDEWALK } 4 34/4, TC EL.-232.85 L - 36.13' "" 1. D ,,� j. 5 ECR, TC EL.-232.39, 9+93.39, .20' RT, („) ' a CL 1 1 xwl 9 TN A PLAN! � ' 1 t')0.00' VCto ' � �.,,,. (///�■5 s LE HORIZ '1 =40' C4 41 STA I'7+2l8 66 � "� � � PvI A.D. - 02..53 lCt w 39.54 y \�• �.. CL V '9 ca 310 . . ; ' ALL FW SHALL BE B U ' r` t3- W 310 1do GUTTER INLET C. 19.3' i _ _ .. _ _ . _ D BYLT ST. STA. 11+29.49 O 2 70 '� •� � ' INSPEt; THE � � y � � . f f 70 ; GEOTE I CAL ENG I NE t -._. PV 1 STA - 11+23.47 ! T G. 241.15 I.E. OUT-237.32 cc ca PVI ELEv - I . . 240. 10 � �' /29 30 L F 10 HDPE O S-2.80% I - 5.25 � >; { to - 1r W � ' K - 30.48 ` i + N 5� .,�� 1 -- CURB do GUTTER INLET C.B. ` •` b 160,00' VG EXISTING ST 1 NG GRO�+N N' , Q 1 �../ ' ,r0 9.30' L T ST. STA. 13+55.56 I I vs i �G.-265.69 G = 1 r PROPOSE q GRADE --- 300 ,yy. . _.. _.. ^ _ - -� ti� OUT-261.86 T Lf) rn� - - - k + R ` , ►� '� { m_.-d V _ 300 W/20.10 L.F. 10" HDPE O S-0.50% ...}. pCA 260 h� ^ I 260 q `�' `�'l�3 I �` ; [T4jCVR& O GUTTER INLET C.B. .. .-L�. .. �� 1 N * • z - _._-__ T 3+70.3 • � � '� ---••---- - --'-----.___ _-- _; . ._ � STA. 1 � • � w � T.G. ?67. 4 • ,` \ cv f 9. N - cy J' OPOSFD GRACE I -�---_ - J.E. OUT-263.68 P N + W ,gyp . W121-31 L.F. 10" HDPE O 5-9.06.T ,,,� v 1 � vs• ,4 0,�►•) v 6 / Q(4 Q � _ _ N!� i - i ' N v, 1 Jc CURB dr GUTTER INLET C.B..�._...._..._.�. : F U C�h ll 3 N 0 2 9 0 _ -- - - LY 'n cn r; v z z i N �'' ,- PV 1 STA - /3+93.91 �W'� _ _ _. _1. ./r__ __ �__ _ _ _ 294 19.3' LT. ST. STA, 16+83.80 U ►_ m o ..,�. ►- 1 ,� k + i _. x T,G.-297.44 PVI ELE V q 270.52 r 25 0 7 A.D. - - 1.78 L F OUT-293.75 'n �`' 6�v Jr 0 K 7 W i ® .�'q i W/34,30 L.F. 10" HpPE O S-5.16X co ori �-- ti 33. 3 , +c o� a� � aoas �0 �" N� COQ / N ") anon i � _ e I NCv r ! L - oc •. _ _ CURB Gil ITER INLET cv N �d�ab VC - - _. ,. 1.-_ _ _ ___ - _ __. - •- �`'`- .6. t�'' 4 oo 19.30' LT ST STA. 16+91.24 '' .ome LQ t , r,. �,. T,G.-298.16 '?r 8 "' -� •` f -7• N ry ��� W I.E. CUT-294.47 , F f t{�`- ire ;r • c,, tt.r W 'C- f' I ,► 4 '� '"` ' �.- ►- W119.15 L.F. �. r N _ •_ '` 28 o _ _.._ _ - i 2 'O g' I (ncr► n w M10 HDPE O S 37,21.'[ � a►., +� ; • a i _ In cs 0 :`' g I W - _ .. . ._ EXI§ 0t�W0 + - 280240 240 o w w n vi o ... LoG 00 cc co Oct Q' 270 6. 270 230 • I ,� _. 230 `� o. { cry . . $ c LLJ lu •. e 1 . 1 1 J i 4 26 0 . z i ! _� ___-�_�_�.� ._. __._ .. •-. ._ .�__....._. . ._,. _ _ . _ . . .-- � _-_. - _:____ __ _ r ..__ _ - _. _ .- 260 Ln z ,. aC ALE 1 9 AVE CD 220 f .� 40 0 ,x 220 �C4.05 _� I ��� IZ � ��0 0 2 40 so 1 RVT I;Zt f 1! 1 Inch z 40 ft �^ 119+00 c 11+00 12+00 .�. M � � 13+�Q 14+�p(� � ,'+Jirr" 90 t 14995 SW ROYafty Pkwy isu..�......1...- - - � �.�"�^'QO i -0U,6 --. - 1 6+00 17+00 6 18 00 C 4 + SIT 96 r a 27 of 51 r e • IF THIS NOTICE APPEARS CLEARER THAN THE 0(;r 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED '� �111��111111 1111111 11111 1111111�1i1i1-1 11111111111111 llllil►iil1116 I I I r'I 1 1 1 1 1 1 i'I I t i l 1111f11 111 1 1 1 Jill 1 1 I 'i ( 1111111 11111 l l 111 I I I l l ! III 1 1 �Mca M,ioEM � - t II ( ( II 111111 { I ill , ll _ 1 III 111111!1111!{11111111lIIIilIlilll!!111111111111111111! 11111EIt1 I11l�If!i I?ff��iil1l11111f►i ItIliiiiE111i11lil( 11111111. III(Ilfllil1�11Ullllfi!I{.ilk(I����Ill�l�llil�lllililll�t�l�t��ll�l�lt 11�1iHi� 11it11�!► Ii11111;� 1191+N1� 11111Pt) 1111�fIN!Qfl�llil 111 ��11� Ilir��lUl�lll�sl�llltn t •.e t A. , - w r• if w ro -; _ ., .. '''# ': • ..... "v.�� .M' ,!rp `•N '�"�f�' 'r a •'�u.:. . ,,''V., t"'.. ?!�:f ',. x ,.m6R":` .- t .. ,....,. - - .. ,,,_-+•-. _..:_. •2 Nip 6 SS LAT ` ► __ _._ j � + � � w � q ' STA. 39+34.56 55 L^F, O S= 4.57% :r' ^ �� � _ __- - `--r �., c� ! ,�w- I - ---� - � ,�•- tic l �� � . TI /�,. ' • + �., '"- `� I — - ` =-r_*•e -r — _ - _T: ' rbc: , r ac.�-;K-.�C._'" °° + , ` ` "' #L 4 M : NEW RDW M M ti-= = ��-:- :x�- 6 SS LAT d SS LAT 6 SS LAT 1 a�a SS STA. 31 4 82 SS STA. 38+31 SS STA. 34+09 � �aol I II ' DEDICATION OF ROW 20 L.F. O S=2.00 X '` 2D L.F. O S=8.00 1� 20 L.F. O S.38. 72 X ,. 7+00 8+00 9+00 +04 11+U0 x -- -77= _ _ r _ o � ,., ► Al �v h a Exi JA - _ ----- -- ---- - - - •� EXIST FHEP E \ `� II o �w EXISTING 8 N 30 S TRW WA TER LINE w EX1S7 PAVEMENT - EXIST CURB S . W. NAEVE STREET + EXISTING SIDEWALK k CURB EXIST SIDEWALK (SW) \ EXIST ROW . + \ o ��. II O l 11 + I II �, K a + \ EXIST RDW \ o to J (p W Jhz to V) � N 2 -K U-)R Co i �'. � 0. wi + + � �. SCALE z LAJ W d CIL: 40 0 20 4o eo -' ` OC ( FEET .) �` � $ = n 2 � 1 Inch = 40 ft. W) o --J � -� A NAEVE ST. . PLAN SCALE HORIZ 1 =40' ��- J ' 06 CL � W Z UJ 0 j EX I S T I NG GROUND r T m y I i ! - � !PROPOSED � GRADE V ; LIJ240LAJ ! I _ _ _. _ }( g ; 240 i C 1 x - i f 4 Ul g ! r CIA 230 23 5.27 L.F. 8" I O S ! OOX ' ' { 359. . j - •.-. ._..,. _ __- _� _ .. �,�- �� -, 1 i 70 c.F. "PVC O S0.40X rE - -- • 220 +v , _ ! ` 4,55. (6 L.F. 8"PVC d S-0. f fir._. ,,...- __ 13.�1+.1►� N 11 M •} i 22 wX ! qi :K 4CV1 A II Q W W f" V) CN +sol!Lt 47) ... i �., < `� v, coo ~n Nc"'., ! � "' `° r I i i 4vK � EXr�ItLs 12-31-�(� CN C'4 C4 116 ILLJ IIS Co 0141 11 11 if ^ (N i It N N + . N�.��. g 4 i 3�. i i I� i , ! -1 1- q� •t r.. a ; i 1 .. � rn � ► — � c>; + o �_ ? zo + � Ki2 � cn � --, N�vz c c, 00 � o J A WW 23 ~ i�� NWtvW O � NW I + ~ ? � +' cn vi ui 'a ao cn to cn ^ Ki co ao Co v~i vi co ao Ag ?i x i`'Y�-1 r^ .Y _ 't'1f'-YY 1Y1�'�' "y'"� x �} ''►- 2°p o Ilo DC A Q CONSTRUCT I ON „NOTE. ``� k ti S w a I. EXISTING MANHOLE RECONSTRUCTION 4J .n 0 "i'n�coat? +� REPLACE LADDER TO CITY OF TIGARD ' 3+0�0 4+t0O + STANDARDS. � ��J O cs d od ` 00 6+00 7+DO 9+OQ 10+00 d A 11+00 12+OD m 13+00 14+00 15+00 0 a_ r NAEVE ST. PROFILE a L Z SCALE HD JZ 1 =40' � 2 VERT 1 --5 u FOR CIPONSTRUCTION' ' SHEET ` a cn 1 -._ 14999 5W Royaliy Pkwy . ....w.. ....e.— j 4 SIT 95 nu 18 17 i 8 78 n1;'t 7 C49 06 1 4 E\wiYi !! iF THIS NOTICE APPEARS CLEARER THAN THE O(.T 7 199P IN)Cl1MF,NT,THE 1)OCUMF,NT IS OF MARGINAL QUALITY. MICROFI I,111'i ED 1�i!i! !i� ;!i � !i !I�� !� !I��� ; �!�!�l���I►I► �i�;�i,��i��,i, Jill MAK IMCN MAOI M Mall tN, _ IIIIIIIII!{!!IIIlI!!IIIi!!!!31f1i!!!!!!Inlu!!!!if!I!!li�lllll!!n i!!i�!!!I !!!i!!iI!Iii!!i!IIII!Ilii!llllllitil!!!II!!lilllll!!iillllllititiitiiliiii�!in!�illliiil�ll!liililfllillll�Ililiili lnil!!Ii nifillfi !f!!II!;; I!f!`!If! IIIIIi!!) IIIIIIf!!I!lllllfill111li4fIIIIIlIif1!l�Illlilf�illll+ 4 w , i, ;M:. p,.. „ ,-. .� ...i ., ..i.'-." f kiM 3r rcG,gg'• +.« �' r, •, qt n p F � ,�.- - f •�•. -�' ; I I -•---., ,,,...., :t ��-:. `-� tS I 1 , t, 1 1 -77 F � 32' F-ULL S71?EET SECT)0 4 o ari v, REFER TO SHEET C4.01 � r- _� - � '! - ---- -• � � + , �'� _ r716 L F 15 CONC. - Lx A2 f _ J WATER QUAL I TY + PIPE CLASS V • '1 , t' A« 00 MJ2' - ? 3 STREET SECT" t ' �N� ORIGINAL PROPERTY LINE ADDITIONAL 5' REFER O SHEET C4.01 F! INLET - YPE O '4�V ' RIGHT--OF WAY 2 RIGHT-OF- EL L A WA Y BG- �- ' B AND P.G.C. SIDEWALK DED I CA T r ON _ �__ - _ _ __ .. __ 228.00'""jam 2 o j 00 i - C " x ON A ` MON A 7+ r G I 1 A `�' w T PE TYPE _ r JD ! Q0. C EX 1ST 15m M ._ _ _ ►AGN A �, ,, , TOR r __ -- -_ _ -- --- - _.__- __.._.._ - ..____ - TO BE .�x - .. REMOVED _ RIGHT OF-WA Y26 3 �r o � •� EXISTING P.C.C. SIDE.-Al K WATER MA I R' EXISTING N 1 9 AND CURB EXIST. E.P. I ►t TEMP. A.C. RAMPS ai � P.C.L. r` h v u 0, I \ 3: r TRANS/TION ^ v+ r, j p S. W. Nei E VE STREET EXIST. E.P. SIDEWALK 2 °i a •- W �.+ Q N (0 AND CURB �' ? +! ? ? ^ SEE DETAIL \ . Q � W �� d J CURVE DATA 0C m MLAJ Z y o Q -----.---- 5 _ O L,+L� t� in o a < o V 4 �' ° vi CUR�f RADIUS LENGTH CHORD DEL TA C4.13 ,� o, „� ;o o $ e N 166.00 56.42 56.15 19278 2, z q = 0$ '' N o I I .� 3 `6 �' z °I ci _ 166.00 103 93 102.?�� 3?____�'S216 z � ;n o 0 1- v71 e = + - 166.00 4 7,51 4 7.35 1673 5 < N W ?50.� 118.9 117.85 27'1 55-11 ; 4 'Y �r'ti"Y Y_y `r' Y yY`y y 1 Q L. � 9 [4] V) CURB GUTTER INLET C.B. I� 7 J EXISTING STORM m.H. �j CURB 8r GUTTER INLET CB REMOVE EXISTING FIfID INLET AND STORM PIPE -S'CAL F �'` C 1" 1 22.26' RT, ST STs,. 6+87.33 RIM= 228. 71 15.3' LT. ST,STA. 3+05.53 q 0 Z LL.t MATCH SIDEWALK CL FL= 222.69 TG= 229.16 �• _.1t. .'�_. �, ,�*._.� � �-' 0 20 40 80 I.E. OUT= 229.42 .,.,JL•,�,,,. � ` � � CONTRACTOR SHALL VERIFY L F. OUT= 227.21 W/ 19.26 L.F. 10" HDPE ELEVATION PRIOR TO CONSTRUCTION W/ 21.56 L.F. 10" HDPE O S= aW X NAEVE ST. PLAN _ -- O S= 19.28% ^- ( FEET ) nt J SCALE HORIZ 1 =40' 1 Inch = 40 It. C4.07 .KZ Q. CURB do GUTTER INLET C.8. CURB dr C�l1TTER INLET CB 0CURB & GUTTER INLET C.B. (�.. 15.3' LT. ST STA, 6+85.33 (� 75.3' RT ST STA. 3i 05.53 15.3' LT. ST STA. 13+78.47 TG= 232.69 T G.- 229. 76 TG= 228. 11 1.E. OUT- 228,86 H I G'H POINT ELEV a 236.98 L F_ 227.21 10" ..E. OU L.F. 224 28 HIGH POINT STA = 10+32.06 �+ W/ 18.3 L.F. 10' HDPE O S= 19.56 X W j' 2,',56 L.F. 10" HOFS O S= 0.50 X W/ 16.11 F. 10" HDPE- O S-- 7.58% PVI STA 10+80 d.. ' - • p ' LOW F'01 NT ELEV = 233. 13 PVI ELEV = 237.93 ` � � LOW POINT STA = 6+85.33 A.D. _ -4.94 Q PVI STA = 6+90 K = 40.52 V • U PVI STA = 4+50 PVI F.LEV = 232.92 ( W ! 7 . PVI ELEV �» 231.04 w A.D - 2.28 200.00' VC A.D x 1.92 Q K = 32.85 v J K 39.04 to 'n o 0- 1:WEXISTING OROtIN �--- 75.00' VC ---�1 _.._ _ _ _ --- _._ _ __ - ._ _._ I'° �D _ r 75.0© V(, - Cr Iv PROPOSED GRADE "`�` , ----�.-- r_.-__.. _�... ._..._ _ f ._------ ---•,--- �- L�,: • ___i_ � Q ( `vim/ 1 + cv LAJ 'n II , - _ II + ti J ►"- '� t14 q� ' Q. _ i..__ L.► «.__._ _.___ . ._._.___ .. _ ► _. __.__ .._ `� < < Q ►-- w., N k MND' t l j Ct 1•- j 2 ice-• F- J O V () 1240 C9 Vl W H < W V > j �• I INH I 4 l,� 1., lu i II tu % 14110, p ; V yyA _ 2,30 n jLj S L F. O fi l 75.96 L.F. I ' I P 'O HDP _ - - - _.. .... ., . ._ _._ . .. ._ _____-- ..�. - .- _-_.... _____._ ___ . _ _ �... ._..._._.._____ ._,_230 Q s-a.3s% " a u 2" D. I >`• E O S�0.36x 72. 1 L,F. l5" HDI 148.91 I .F. 30 hrDPE O Sd � 4 Sa0.36X 0.34% 186. !6 .L.F, 30" HDPF. O SmO.JS ....... _... ( } 50 Ole 3 .HDPE O S=0.36% r' 1- U Ml i i Q� + d H / .!�'�f fit.; 2�� •+. H b L r►'�h' ,.._ ._w. _. .rj.L - -. _-- -T,, _ .._. i �I 4. �' i �T. F3 w 0 ..___ .►_ . Q In In Zr y N k� ^ ►- w 2 q t� -- 00 O "- O W ► O r\ < 2 �'. ip ry ? �� cv �j ! " g .a '� ^ ►� M - �' - --� _ .. .__ .�' --- --'_'ter__ :.j-= ;_--~ _ _ . ._ 1-220 ! 1.1 -.1 q c� 1 N i t/1 N ► 1 _ `� .1 --- --- �t• }INN { r � dN � � N • a rVN,� � � � NN2E- * �� N i • Z � N+ i ,yE,r i __ 7:_Z ` J 0 to N N N II C "� Fp=� I II "` I h r _ 1 NrW • � � N �fVr� � O �3� I � � � �` I N �NN M, N ' p •.., c� 2 N QO t ..� o ..�,►, 7 `.�- -- .-.. _ ._._-...._.�.._._. _ 1 p i j _._ _ ._..._- _ .._ ._ _�___... i 31..._ . r._,........_..' _..._ _a _ . __ _.., - 1 ( If N N to W 1 0 �•i r -- 4, ► ►- 2 �.' ►, ►,� _ c^o 3 3.� try ___.. . ._- .._. __ r ...__. _... N ± 2C14 ? -� ►'3 i �1 = WW Ni• E" � = t tJ, ��. NW4� � ap _,� t�uW Q � dam. i } � �Q I � - r i+ ,� 'p N `t-`�• _ Ij' �=' ` W ` ►Qo�p � � • u�p � W? �� j sIN pCCV) Q'p N �' ►- 1 � cyfVN ( ° > - _?p" na ov1 �10 � � � rn © � "�� ►^� ►,� ! a N � W4� f � F- O � U I I i + lxi, N I! _ � 0 G1 ._ 1 L1 Q L�C ^-_,..... ..,.... ___j,.. ...__ ._._. _1 -_.._. ~ _ N i '1 • O Vy p') ►') i �..N 1" cc 0 i Y h �v� __.-.. ...,..... .._ ..-..,__._.. i V V) r.. Imo) ' •� +..• A....«...- ...a.rr..w...___..w... w ---... ...._.,. �__-., ......a►-.....r.....___.._r.__..«._.-.._.«..i..�_._ ..-..__ lr... J c laJ 1-; � p� I I.iv, � ► %uW X kI EJ QCo 3+00 4+ 00 5+00 6-x-00 7-4-00 8+00 9+ 00 10+00 11 + m Z 00 1?_ +0a 13+00 14+00 o A 15+ 00 4 ,� Vp c� Q z NAEVE ST. PROFILE KC4.o o _ Q SCALE VERT 1 54® 10 39 I w z Q a SHEET ,w w Foil MT*w � IT 99 SW Royalty Pkwy 3 - 1 6 7 C4 * 07 SIT 96-0018 1 4 1 5 • 29 of 57 g IF THIS NOTICE APPEARS(TEARER THAN THF ()('r 7 �94R DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED Tl�!II�lIlIlII !I!�III�I(I(I i 1(I(1(I�I(1(I I'1(Ill(I'I(I(I(i 1(1(1(!!1(1(! I !(f(tji� !(I(III(IJ!lI�I(i�! i I�I(ill�f�'�I i I(I (I(I!I(Iji I i(I(i(I�I(illll 11(1(1(1(1(1(1 IO11(l�I�I�I! ,�j lu IftN mot M.C"Im lilliniiilillulili!!lllinln! I!!!�!n!!!nnl�niiillint! nn!!i!! !!u! !;iiillllflllli!!lIIHllii!!!II! !!!ilIIII !!liI11111ifillllllillll�lillilllllllli!!IUlIlI !IilllIlllliil111! nulnliluill!=!ilniJ(u!� miluJEsspit( a��l�Jnh�l1 !!11lnJliJJilIiIIINnlllnlllll!lllilt,; r ! i ;rr+ �'fi s ai a•Yrsr al,�w,�.., .r c .. '+�►"� sp r�M_r .- t�1`_, fi: ..y...... i'�.."i°-., a_..,�, ... - _ • _ r If M' w li Q 4 _ f f 000l .co 4r6�6 j6 I -� SEE DETA I t 3 - RIGHT-OF-WAY FH / C3.08 I t+r~ - -- I 10+ 61+JO o 62+Di1 6 +UD --.. cc 1 /� 38 L.F. 2'" COPPER SERVICE �-- g `— 6" SS LAT. RIGHT-OF-WAY i' SS S TA 72 f 03 �' 20 L.F. OS=2.0211 17 L.F. 8 D. 1. P I PE 2 + - _II o SFE ShIE-ET C4. 13 W 1 vN y N o + v 4 410 ') 12\ W _ �, SCALEA2 4J E p C��-/ N 40 0 20 4U -0 ,_. ( FEET ) o+, trl L6 �-=s 1 1 Inch = 40 ft W � � AK A G Q 2 .� tr w O SEE SHEET 1K u- C4.06 Y SEE SHEET F-- O L^ o C4.02 (n 3 1 AVE. 2 � � d 09TH LPLAN _ SCALE HORIZ 1 =40 . . C4.08 1 i p /� r-�.—�;•�--�,-,Y--•.r -`Y`Y Y..,Y `Y'Y11 'r'�r"Y'Y"YYY�'~�YY'Y"': Y � U ' MCC 270 270 310 25' 20' Qt CLuj�''~ 310 O t, tv i i i Q Q 4 F CL _ - �.J L4, lLLJ LAJ c1c U) 160 i _ z � � � � N - � 260 300 a �' �' a n W W. _._ ._.;..,_ - __.. ..._ _ �'� 300 O ca o � � Imo,. W l..I 41 to (n e � ROCKERY WALL "• i x o, o x 3 EXISTING GROUND C� REFER TO GRADING "' PLAN C PVI STA = 60+7$ +" ~�,.- + i ; ' !'► PVI ELEV = 231 .60 1 EXISTING EXISTING GROUND e v) � GRAVEL ROAD r i A.D. = 13.00' MA1:H / ! c - GR V `'� � EXISTING 2,. O 1 ( i� EL ROAD) w o; ! GROUND -{ # - K = 4.92 EXISTING ._ _ .2.,►0 290 'P �+ 290 1 e __._ i _ > S q PROX 15x f . A2 �:_ r _ ....�.. EX/STING D1TCH6 4 . 00I �f GRA.DE - �) �,� _, i -� / / `° TO REAM IN 25' ROADWAY UrvD I STUBBED o e ± M - — __.. ..._ __ I � QO In $ N N If C.) V) r / 1 240 aD 00 1 T. 00 1'1 ',� •� -�...__�.. ._ _�._. - 40 ?_ 80 � ___ � �.. � _.__----_. G __ 280 rVV� fig- OLD 109TH AVE. TYPICAL - N o`'° ? '� STREET `.� �Ma�kF�4 ! 1 -----�_ SECTION Ie.oae d ! F � otaEooN • M k 1k. 2.30 � e � ( � - 230 170 170 � ! } ' ! FOR R I NCONS' UCS' � � QW� W > ` ' I p-� 220 260 60 ' ! I j m v �/yy A M 60+00 614- 00 62+ 00 62+50 62+50 63-+00 64+00 65+00 66-! 00 Z b �.. 109TH AVE. PROFILE 2 0 , Z F SCALE HORIZ 1=40' SHEET LLJ r VERT 1 �5 C4.08 • +Arn1 1 C4 * 08 9 SW Royalty Pkwy - I — ; I 4 6 8-- IF THIS NOTICE APPEARS CLEARER THAN THE '� 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I1I(i1l�l(I(I t I(III(I�!(!(I I'I(I(i(IIIIIII(I I(I(I�i�l� l�l ! !(I�r i� !(I(IQIIIINIIIIII!,�lI � I(i(i�l(I(III(I �!(I�I�Ij! I IJIi!(I)I(I(I�I I !(I(1�1J1(I(i IJI(I�I�I)I)!! IMCN MAIC HI CHINA FF il _ ��► !!!�I! ►!(!!i�!n!!hslilln►I!!!;!�nii!!!!!!!!!I!!!!innl!n1 nllf!!!! !!!!E!!!!Inl:lund!!nl!!lilnn�n!!In!!in!! !!!!li!nt!IIII!I!II!!lill!IIII!III!IIIIlI!llilllll!ilIIII+,!- i!--. 4111li�llA!!Illr,! 11!�!�! !l��Ills�i!►ul�all !!!tl!!!! !!1!I11uU!nl!n!U!1!111nI1n!!;a►i!!!: r - .. .. . .. .,.:. , ,. -4 • J+e. •� .:� IiA1Cf.' .,��''i':1:�G'• ' wtiP"xhS�.i+:fi•Wy': 1:yli: �R�►`''. i`9:'�'J '.Y�'t,. :":91� �,d..,A!'; ..�aYRat.}fit fl�Wys.iu ....a - n. ...,.;ri.... ... .. ... .. '- ,.- - w f yp QCWS ,C,T LoLuam I. ALL WORK SHALL CONFORM TO O.D.O.T. STANDARD SPECIFICATION . k ►•_ � S TAPER TO EXISTING 2/3 PANELS � � 2. TRAFFIC+ C CONTROL PLAN SHALL BE SUBM 1 T TED TO O.D.0.T. FOR APPROVAL PR 1 OR TO COMENC I NG OF CONSTRUCTION. } ' 15.58' --------+•� • �' c 3. CONTRACTOR SHALL OBTAIN O.D.D.T. PERMIT PRIOR EXISTING CROSSWALK SCALE TO CONSTRUCTION. .' 1.00' 4 3.00' 1�' X/sT r *" 40 0 20 40 80 1 W ��l k4Ar S , ' �' - 4. PAVEMENT SECTION SHALL BE AS PER DETAIL OR SHALE. c�A 00.50' 50' I 1p - "� MATCH EXISTING 1ST 1 NG T 5EC ION WHICH EVER 1S GREATER. W >jl MATCH EXISTING � � "``"'� ( FEET ) 5. BENCHMARK: ALL ELEVATIONS ARE RGAD -VATION- ``' '�" i Inch = 40 ft. BASED ON WASHINGTON r COUNTY BENCH MARK 1561, A BRASS D 1 SK IN CONCRETE 2.00 1t OIC R l y�, ,•. ` "`"�\ `4, S I DF•WALK AT THE CORNER OF HIGHWAY 99 WEST AND rn, .a •` 1 r• �- ,! �"' .,,� - A!r '"'� ' '*,. � ,/ .-.-.,. £X I S T I NG ASPHALTIC . ELEVATION - 190.99 PER WASH 1 NG TON DURHAM ROAD CONCRETE PAVEMENT COUNTY PUBLIC WORKS RECORDS. 0 SHALL INSTALL AND MAINTAIN I N ERt?S SION/ �` . '� , �,a�• cr 1" '• •- .. . -ti --.° '., :� S 6. CONTRACTOR - SEDIMENTATION MENTAT f CONTROL G CONST ' ,��, � ON OL DURING RUCTION PER CONCRETE CUL VERT -'~ 1 "'� ...,, .� 1► ? "EROSION PREVENTION AND SED I MEN T CON tr'1fl PLANS ^ TECHN I CAL GUIDANCE HANDBOOK" DATED FEB.,LIARY, 1994. MATCH EX I ST I NSIDE "� 1 ,•�^� ��•,. � �'"� •:�r��� ' �. � (. G S 1 DE WALK •„ STA. 100+00 17,60' RT. y EXISTING PAVEMENT CURB e9 1 - l -.r.. D TA: ,, - • E AND SUBGRADE 4" •- 314"-0" CRUSHED EXISTING S!GNAL. CONTROL � ,.� 100+00 17.6' RT. TCS a• 256. 15 �,��•. AGGREGATE (LEVELING BOXES TO FEMA 1 N L1ND 1 STIaRBEO RE�iafJ VE fX 1 S I T>hl �- � ,~- •.y • • -,� � ,�h .� ` - �. `� \ 9 � 100+50 17.6' RT. TC-259.31 •,� COURSE) WATER �ufTFR . • �,, r,�, ''- � f 01+00 17.6' RT. TC= AND CAP EX 1ST 1 N ' ..` 262.34 " _ EXISTING POLE TO REMAIN 101+50 17.6' RT. TC-265.22 , �' vim,,, • ._ 4 CLASS B ASPHALTIC WATER SERC 1 YE L 111E � '� - , PAVEMENT (2-LAYERS) UNDISTURBED 102+00 17,6' RT. TC=268. IO _ _ 40.00, "+�,- 1 ~ , F 102+50 17.6' RT. TC-270.87 2" 3/4„ 0 r, CRUSHED .. - . .. 103+00 17.6' RT TC-773.64 � GRAVE[ DRIVEWAYS TO 8E L " .--'• -- � .. - - ' AGGREGATE (LEVELING .-�• 0� .�- ,� -` - . - - - - _ +. • /r r COURSE) EL I M I NA TED WITHIN RIGHT-OF-WAY. - - -- f - ' '" � ``" 103+50 17.6 RT. TC-276.95 a "' /` -` c '`�^ _ '' /.. "� Ems, 103+77.30 17 6' RT. TC-277.99 "x REGRADE TO MATCH EXISTING GROUND. '` { �'"'-- F ,'1 . -, " M II ,�• _„ •' � •I . ~ ' ' ,.'••. '• '� �♦4 I ,` •. ILL 16 - 1 1/Z -0 BASE ^,, _ . - - \''�.., 01, Com - r . - - _ _ �..,y pq� CATCH BASIN D_A._T CL _PAVEMENT SECTION c� �,1 T.S. - y �L _ r•` ,� - `ey ,. Si '� `- . . 6 ] CURB INLET C- - E G2 W B1KE GRATLSSCALE N.T . ._ � _� : . . _ . B. rYPC4.09 --�-' �' SAWCUT ING L NE DITCH W/ 3 RT. ST. STA. 100+01.68 �► �. - ''"....-•�._ _ . - - '. � . _ :'" -'" / ' ✓ // '~- `� A 1ilENT L ' .� _. CLASS 50 RIP RAP /rC1-1 T.G. - 255.77 r ^ _- ---. -`` :' r �'" _ �. -- . - ,� •._• _ 5' X 1 6" DEEP M/N.`- R l I.E. OUT '� 36 � v J SUBGRADE 5 X / W/5.90 ?? CONC. CULVERT I ..--. ^�,,,,. ,�`,,• _.--•'�' , ,-. ., '-- ,,, ..- L.F. J " C-7Sa 1.001E END SIDEWALK 1-► STA. 103+77.30 I CURB INLET C.B. - TYPE C? W BIKE GRATE f � . a - -._,•1�,; - -'' ; _ ---.__ ------- - 17.60' RT Q Q 16. 13' RT. ST. STA. 102+50.00 ' 3T.G. - 270.37 Q.. Q � REFER TO DETAIL 4 o FOR RESURFACING APPROVED ' '• 1.E. OUT - 268. 11 x W/5.90 L.F. 12" C-76 CONC. CUL VERT a 1.008 DAT __�- /v�.p� HIGNwAY 99 WEST 1 3/4"-0" GRANULAR BACKFILL .,� � - �,,• SCALA HORIZ 1X40' QL p C4.09 z :r R PIPE ZONE AS5t5..'',t4�� G}�i. �:,,it. � � BACKFILL OREGON STATE HWY. DIV. Q' I FACE OF CURB Q EXISTING MATERIAL ,/- MD TH OF S TREE T UJ + 6" ` O I ( 3/4" RADIUS 1/2" RADIUS I 0 "q 0� STORM SEWER MAIN � � � j r _ .." �' 3/4"-0" CRUSHED ROCK 280 - - ... _.... .. �. .. . _ .. .. ... _.. ._ _ . -_ . . � _._ _ _ . .. 1 • j - - - - i 0 NOTE: ' OF I' LOGE OF i LAJ - ':) ► I. PAVEMENT / 8" MIN. ,.� 'r ' ' 1. BACKFILL IN 6" LIFTS. / 7" 2. COMPACT TO 95R OF MAXIMUM RELATIVE / . PIPE LONE DENSITY PER AASHTO T-99 IN PAVED OR ROAD 17 BEDDING GRAVEL SURFACE AREAS. _ _. . .. ..._ . . .._. ...; _. . ...• _.. _,...__ _. - / TOM OF DITCH T ,H , PIPE 0.D. HOT C RO'P RAP y PLUS 18" MIN. ( �, /I I � IB" .. TRENCH DETAIL 4 270 i _ SCALE N.T.S. C4.09 ! .. ..._ _ / , N Q uj I R I GHT EDGE 4F GAPS R g ` PAVEMENT / 'tol OC ` h r. Q �� Q USE ' - r3 HOOrc BAR I 5.91r w ; 1 �? N BASE COURSE i iz at 6' C.C. VERT. i 3 -' NS f ,.� .. _ ►+ BARS HD RrZ. IN CURS / /� { O U Q AS SHOVN F.G. ATCL PIPE- N 4i t r'r ° c 'G Or 10 260 » MATCH • X!ST 1 NG /2 ,/ � r� � I' � � 9 � ..t:. A A CONCRETE CULVERT r / / i..-. .. _ _ _ _.._.. -._ I _ _ _ I w ~ I f f� f CONTRACTOR SHALL PLACE CUL VERT I N I - 2 3 d N • EXISTING _ e � D 1 DITCH. ALL WASTE .:� � --`` y MATERIAL SHALL BE REMOVED PR/OR 70 I r � 3' OPENING AT 4.5 DEG PLAC I N6 PIPE BEDD 1 NG MATERIAL. ' 1. CONCRETE TO HAVE A BREAKING • ,,, + i NG STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. NORMAL 2. EXPANSION JOINTS. A. TO BE PROVIDED: ITER SLOPE = 5X � � f 1. AT EACH POINT OF TANGENCY OF THE CURB. ; ROu 250 W �- 2. AT EACH COLD JOINT. Q ••� 3. AT EACH SIDE OF INLET STRUCTURES. VEEP ?' O ,,a 1- _ ... ....... ..- ` N Ham .�. Z �t 4. AT LOCATIONS NECESSARY TO LIMIT SPACING 777 200 FEET .� w V " vsi O In f B. MATERIAL T PRE-MOLDED, i N O BE ASPHALT IMPREGNATED, NON-EXTRUDINC, Q Y h ' YN7H A THICKNESS OF 1/2 INCH. w S too r ^ 3. CONTRACTION JOINTS .7J. '� A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF 7HE JOINT SHALL BE AT LEAST 1 1/2 INCHES. arm wvw +� r » » w 0- 4. BASE ROCK - 20-0" OR 314--07. 95% COMPACTION. BASE ROCK SHALL at To SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS CREATE , 240 - I ! ! !rr 5. TOPS OF' ALL CURBS SHALL SLOPE TOWARD THEROADWAY 0.021 NORMAL UNLESS 6' 4' 6' T- •- _r 6'1 - UNLESS OTHER WISE SHOWN OR DIRECTED. z Q. S'E.CTILIN A '-A SECTIEIN B-B 100+00 101+00 102+00 103+00 104+00 AWES w t 1) CDWRETE SMALL L 11E CL ASS 3300 G2 CURB INLET s 1 09TH A VIE. PROFI 205 A 2) USE FRANE GRATE DETAILS FRIM L TYPE "C ) CURB s °' r SCALE E N.T,S, C 4.09 STA DRUG• FOR GUTTER INLET S NORIZ 1 � ' ' '6 C4.09 SCALE NOT TO �C4.0gj • . VERT 1 =5 SCALESHT � •: w J r 2 3 4 " 6 C • 0.9. + 14949 SW Royalty Pkwy 7 8 C•+• ' SIT 96-001p 31 of 53 y IF THIS NOTICE APPEARS CLEARER THAN THF, OUT- 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROF'IiMED i 1{1ili�llillll i!I!I!{�{lI�I ! {�I�i�l�{�I�{ I`I!I!{lIIIlI�Ili I! I!Ili�llill I I����jl�lll�l I I!IlIIIIIli�l I I!I!ill�Illll I I!I!IlI�I�Iji i I!{!1!111!{!I!I 1 i!Illli�l�I�I I�IlI�I I�I�II INCH MAD[ m cmmmt I c", I III i I1 it IT Err I 1 ! 1 r ►�� ���el��i1111�i1�fn.ffifllnal�l,,,nnlnfll�n�l�1., n11l1�n n1f..1111.,11.11111,1l1111I1.11l1,1f11111111N f,f;lilifliifflllffliillll(ifllffllflll(IIfIliflllfl►111UIIIf lth!!ilIIII nnlufklnffll:nlfulllfa ImI�Ic: :mhminnisfn �nflnnlllulffmm�ln1f1n1fln 1. r n , �;.« t'Nild: R.r, e,: � . w •� :ry ,, y- , •. . ,, .1 p: _ - .yam. \ y {+ e ;.' r-�r.' � • YI +/I . '.....k ' w I~ '. , .�• w•'Lr .� v y YM r '' :, �' -.. +. e -' , .L •��_t ,fi:ra" aiJ>. e� �yi '" .. • 'A' � - .�lY tII'1� •�1 r ,,y' �r`W.'!y , :±* .. '. s 0 Y" � � r r 1 �... -,.^• - �� .'*' ryry 04.10 R1-1 S TOP SIGN + ,.� �> '��r' •�' TIMI TE ON RED � •-. -i+ - ✓ J .` ' .�l'w' �/r tY� � � � 1 e, END CENTER INE STRIPE 9. 89.40 10 f STA 10102 -- _ 11+00 12100 13+00 BEGIN CENTERLINE S TRIPE rA' •1 }:.' x� '� t • STA 10•+45 o 4 ( SP D ll . t tp �� 'sx , ' �, • 's' ' KEY MAP 1 0�. k R2-1 ----- !''' ti SPEEDyL�IM T A 24"X30" f 95• . .-` POS _.._, 5 TA 12 E \ � W ACK ON *H TE y \ *' 4 �� ;. Z eA SW 109TH A VE w , 4f de 0 -' - 400 20 40 80 IQL 00 I.IX ''' V� p� ( FEET ) � • \ '\ ,f ��' / a � t inch 40 S. W. 109 AVENUE " SIGNING PLAN \ �1C9 NARROWING PAVEMENT 1f �ti 1 CZ �• ,., / , y �' SIGN W5- 1 SCALE: 1 =40' at 4 C4. 1CL 0 V q •,,rte �' ,` �,,,/ \\` `. /I',. ',7, \ .i •\\ `\ •'\ I'IV TES. Q. y , La TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PER LATEST U I EDITION OF THE MANUAL OF UNIFORM TRAFFIC CON TF JL Ld CONTROL DEVICES (MUTCD). O G� �°�+ + A /<,/ ?• b ` \, ��, STOP SiGNS AND STREET SIGNS SHALL BE PLACED CL 2 ct C13 P.s -„ 1s ,0. `t l��r ,� ,�� �, � � � ADJACENT TO HANDICAP RAMP (TYP). REFER TO DETAIL C4.12 \ \ CONTRACTOR SHALL COORDINATE STREET SIGNAGE AND STREET uj r NAMES WITH THE CITY OF TiGARD ENGINEERING DEPARTMENT L REFER TO DETAIL FOR SIGN PLACEMENT 2 k; ., NI v x . SPEED .N Ld \ , / „x J� a ` -4t fir-- i F 1 RE S 1 GN SLOW WARNING SIGN PER 2 \ '4901,, ,,/� '\\, ,� � � �``• ,-b 30 X3®” SPEED LIMi TFR�,; STA 24+50 C1.04 '' `, `• 24 X30p BLACK ON YELLOW STA 26+00 ig YYY”' \ ,C4. 1O v BLACK ON WHITE Of1WI1V SW 1TH A VE RIGHT-OF-WAY �'�NsNI�•'� 21+00 22+00 3+00 24+00 2 - 6 .� - RIGHT-OF-WAY ' - RIGID BROW `� • __.. . __- - 4" WE YELLOW SKIP STRIPE " � 00� u , ` Q7 (n v3 } �+ REFER TO L ANDSCA E `� STA 18+61 `� � i i Q ` KLAN FOR ADD1710NA1.� 4 X 24 '' � ° - r • i • �� -- w SCREENING SLACK O Ln �1 0., YELLOW l `SAL E \ � � .• ; 4 ~ Z ti ti 1 40 0 20 40 80 " �. STREET BAR 1 CADS + TYPE 2d DELINEATOR SEE DETAIL( I ^, ,.. LJ � � 0). WHITE" (TYP) A 25 `ti •,� � + 1d v � 5 ct _ ON CENTER r ( FEE `O t ,.. z � cl 40 ft, Q O aC 2 ti 9 AVENUE (�l�r� '► gyp �"~ + SIGNING W � c I.p PLAN a z OA/ P5APMiCAodt SCALE: 1"=40F +� �o oA C4. 10 s 44 C) SHEET vl " 14999 SW Royalty Pkwy 2 3 4 5 51?98-0018 6 C49 10 � 32 0f 53 7 IF THIS NO'T'ICE APPEARS CLEARER TITAN TNF ()(-°r 1998 DOCUMENT,T11V DOCUMENT IS OF MARGINAL.QUALITY. MICROFI I,M ED (I�1111111 I 1111111 I1111 I' i�lllll�l�l�111 l�I�I)i�IJi�I !�(J� I�iJl�l I I�i�i;l�ili�! i Illlill�jlill i 111�1�lll�iji I i�ili�i�ililill�� illlllill�i'I l�J�I���l,l�ll INCH MODEM CHMA t , —-fid _ w IT !�!lttit111111IIlIIll 111111111111111!1i!1i1111f111111111f !11{111{1 ftiilii{i if1111�l11111111111111lllilllilli!11111 II!!liilt !!Iilllii!iilllllf!!i111�1lIIIIII11111lI11lIIIIII{t!Il�11Ilhlfllllll Illllflli fii{11{{{Illill!'itl{tftls!!tY'ittlnl{Ilntliln !Ili�lllllll{111{IIIIIIt1"'!III111'Iltlt:; r r, • 41n -..j ,4 ,� � '4 .�� ;�'` ''-i�s. �:^G: 'M,s.' ^•y�,jr' .!'.i4�'c�+�•°*�.+�'°! '77'°''.M1'.�w •t'4.•�._ ... .i,.,..-.. ..,,.,,_. . Ili 4001 E J ".4 _ AMA n r REFER TO SHEET G 1.03 FOR NO 1 PARKING SIGNS ALONG 'OLD' I09TH PLhG'E STOP SIGN AT HANDICAP AVE. RAMP (TYP) - REFFR TU DETAIL 7 i � � f ?� � "'�' 4 l�` I xov V, v 1 TO STOP -1 qr �.- SIGN43 TT _ TE ON RED �� '-�` j t — ► `1 1 - TYPE ;J. DELINEATORS NAME Sti�NS f +- �..��.__� � � S�j • ' "WHITE" O 25' ON ,� p°' _ _.� D CENTER BOTH SI _---------____ �p Q4 ; 1 ;,.:.•, — r--------- , . . .-•-"- �� �, DES __- '`- A _ _: ' - 13 E 4+� �. e` J { 1~' r� 1 r.' .._ C r.r, _ i_ DEAD END SIGN �Fp � _; _..---+— —� � P t� �.I ---•� , . Tom.' � Qj 25 3+OO '�.�` ��___. ____• / ~_ _ + SPEED LIMI7 ado 2 24"X30" t 't t''� � pn — {` -�. '�G�p ~�� - _ - ' STA 13+50 � ^. �px _ 7+00 - BLACK ON ITE N r 8+00 _ 9+00 10+DO - ---. - "l 4 `S R1-1 rip z xh0 + ---+- 71+00 12+1X1 o v � —+ - 3t z W NAEVE ST . �-- �- TYPE 2d DELINEATORS �- 12" HAND PAINTED 4 `WHITE" O 25' ON 2 N STOP BARS CENTER + L., V W PER MU TCD u S S f An Aeo 00 ��• ���,� � ��� EXISTING STOP AND Z � ct - t� pkv, �, STREET NAME SIGNS TO s Y N REMAIN UNDISTURBED NAEVE STREET � � � 2 t STRIPING PLAN — .� L& C„' SCALE: 1"=40' SCALE C.� X J V 4. 1 0 40 0 20 40 80 W ' �- Ot © ; ( FEET ) Cc � 1 Inch 40 ft. t W .. Lai NOTES. R, A D.5' TRAFFIC CONTROL DENCES SHALL BE INSTALLED PER LATEST +� - ED1 TION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL N CONTROL D£MCES (MU TCD). C'3 I STOP SIGNS AND STREET SIGNS SHALL BE PLACED AD- 2 � � I ADJACENT TO HANDICAP RAMP (TYP). REFER TO DETAIL i C4.12 CONTRACTOR SHALL COORDINATE STREET SIGNAGE AND STREET' ' NAMES WITH THE CITY OF TIGARD ENGINEERING DEPARTMENT, ' •� �P»ofi�s ! �Vr �,► I Ir frac .• • + • � Q• 16.02f� FOR SIGN PLACEMENT REFER TO DETAIL F �Aedt'xr 41840 L6 ' PROPOSED SIDEWALK & cuke �. OIL h 0- TYPICAL TYPICAL SIGN LOCATION 2 KEY MAP 0 (A ' SCALE: NOT TO SCALE ,C4. 1 i` x oo w a Cj w oco � A ca O X 2 1 �O J� Q QJ to nl �Z 4J t0 10 Cc�J Z, SHEET c� j 14999 SW Royally PkwSIT 96 0018y 1 3 33 0153 �•��• � 7 8 C40 . r . IF THIS NOTICE APPEARS CLEARER THAN THF, U('T 7 199P DOCUMENT.THE DOCUMENT IS OF MARGINAL QUALITX. MICROFILMED , �i�l�l'i�l �l�i I!i�!JIlIJI!I i IJI�I)I�I�I�I I' I�I�i�lli�l�l�! !+ljl�i�l+l+f I !'f��jltl'I+I I I�I�; I'I�I�I I I�I�i�l�l�l�l I i�l+l�llljlii I I�I�Ijl�i�i�l�i 1 i�l�l�i�l�l�! I�I�I�i�l�l(I� ' INC" MADE NI MINA w �������Il���i(����I�uili��llill�!IIl�!�ull�ltii�ll►Inil Itnlllll Inl!Iltl IIII!ilnlllllllnitinl!Ilnlnll!iln ulllllll ilulnntiullnulnnlllll�lillllullulllnlltllllll�Iltlllllnl+ nnllnlllntlt=itllntlntt Intlttttlstttlttttitnliltt� tnllunlulllnlllnnl�nlln�l!' It �� 1 f',- ., r . ., . lir p. ,..r�r".y ,. .. . r+, x +.;� �}� ar..ir.: , `,^;w, • .'L•; c,e.•'..#a -`i ,.M � y+...� 'EI •yy .33� �.;�.;. -t-@' -; ', yam'y.• ... .. .. ,y,f�. .. ,. .:�`�': -. 1 .. ,� "�„•. �;. .,.}1 ,.iT, ,Sr,`Y ..+,. t:„ �'. . 'e.+ y✓. - �� e. '�4` .!',�IR: ' �- •4 r�".. +.��k.' ! ... +1" I �'" �.. R ' iV O TES: T - 30'--®., MAX., 10'-0" MIN. o 1. CONCRETE SHALL " f ` •s;, BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2 TO 3" EXISTING DRIVEWAY 2. PANELS TO 8E 5 FEET LONG - + VAR 1 Es WIDTH vAR t ES — (SEE TABL ES) _ MATCH GRADE t. FXPAPJ51Q1N JO►t.JTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, 6" X 6" I _�- W HEEt.CHA/R RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. PC/PT r - ---------- --- VARIES 10 GA MESH !� I 8' MATCH WIDTH 4S a' 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME A5 THE CURB, 6' ,,,�,• ' ' __._. 4 bl — -- � CROSSWALK S TR!PING A THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2' RADIUS. 20" ,�. 5 MIN. 8' MAX TYP R W LINE • ` A 5 M!N. EXPANSION ^ GROUNU JOINT : _; le" " '' g • 6 33' 12. w CONTRACTION . CURB JOINT � e_! JOINTS SIDEWALK 10 .i 5' � B �r CURB JOINT ---- - 2z STOP SIGN L OCA T I ONV .��-1 I. MA TER 1 AL 5: t CURB ROAD ( INSTALL 4 PVC SLEEVE p0 ? X Z X 40 I " " Z GA GAL V. PERFORATED STEEL A iACf OF CURB , UNTIL PERMAN NT S 1 GN J_a�� � POST. INSTALLATION 5'-0' mIN. 5-0'"MIN. " M " O 3 -0 IS -0 MAX. 15 -0 MAX. 3 -0 2 112" X 2 112" X 18", 12 GA. GAL V. PERFORA TED Z OF 3/4 - 0 P� �C, NIA O STEEL ST I FFNER POST. P COMPACTED SUBGRADE ¢ _ - 2 114" X 2 114" X 36", 12 GA. GAL V. PERFORA TED USE EXISTING EXPANS 1 ON JOINT PC/PT STEEL ANCHOR. OR SAWCUT AND PLACE COLD 1- 1,12" EXPOSURE SIDEWALK ADJACENT TO 'URB .3 JJINT O GROUND 3/8" X 3 112", GAL VAN I ZED HEX HEAD BOLT WITH PLAN VIEW 3 LOCK WASHER, OR 51W" CORNER BOL.T. ELEVATION — .3' 6"— 4'---- S'� 18" O 7/18" ,r 5 GAL VAN 1 ZED CARR I AGf W 1 TH FLAT AND VA 5' -- (4' FOR 8' SIDEWALK) LOCK WASHER, 2 BOLTS PER RAIL PER POST. IO GA MESH 1 1/2" ALOVE BASE �•� 2" X 8" CROSSRA I LS-PAINTED WITH REFLECTOR I ZED 2z OAD - w ; --T-� FLUSH O RED AND WHITE PAINT. STREET 'T �r-....- z `J• r • 1 �� ' 2. SEE. MANUAL CNV UNIFORM TRAFFIC CONTROL DEVICES ti x,,.�„ti,, 41 _ O FOR STREETS AND HIGHWAYS AND THE OREGON ?" OF COMPACTED �`�' j Q r>, 2" OF 3/4" - 0" 4" P.C. CONCRETE SUPPLEMENT. " " O SECT I ON A=g 3/4 -0 AGGREGATE COMPACTED SUBGRADE 3F- I BA,4RlCADES � � � �,� 2" 3/4"-0" AGG. BASEROCK SIDEWALK AWAY FROM CURB SECTION A—A 6C-8 BARRICADE DESIGN I. CONCRETE SHALL BE COMMERCIAL MIX. ; O 6C-9 BARR I CADE APPL I CA T I ON d NOTES: ?.. CURB JOINT SHALL BE A TROWELED JOINT WITH A M 1 N I MUM 112" RADIUS ALONG BACK OF CURB. � O 3. ALL MATERIALS AND WORKMANSHIP SHALL BE 1 N 1. CONCRETE SHALL ATTAIN A M t N I MUM COMPRESSIVE STRENGTH OF 3000 P.S. I. I N 28 DAYS. ACCORDANCE WITH THE CURRENT STATE OF OREGON 3• EXPANS,*ON JOINTS SHALL BE 1`'2" PREMOLDED ASPHALT IMPREGNATED LAJ STANDARD ANDARD SPEC 1 F I CA T I ONS FOR HIGHWAY CON- MA TER I AL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. U 2. JO 1 N TS SHALL BE SCR 1 BED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. BARRrCADE & S 1 GN SUPPORT S TRUC T I ON. 3. SURFACE SHALL. HAVE A MEDIUM BROOM FINISH. G 4. BARRICADE FOR SIDEWALK IS SIMILAR. STANDARD CORNER t CONCRETE SIDEWALK 1 WHEELCHAIR RAMP —r2 '� �, CL Q BARRICADE 3 COMMERCIAL DRIVEWAY i 4 -.� � � � SCALE: NOT TO SCALE C4, ) 2, SCALE: NOT TO SCALE C4. 1 / •� �•., a 2 SCALE: NOT TO SCALE C4. 1 SCALE: NOT TO SCALE C4• ? 1.. B Q = 4- W 3 USE 7 - JJ HOOK BAR �•... - } NO Tc: of 6 C.C. VERT. & 3 - #5 FACE OF CURB `"� �` ' CL ® BARS HORIZ. IN CURB E THIS TYPE OF MANHOLE- SHALL NOTE: �� AS SHOWN WIDTH OF STREET CO BE US, D ONLY FOR P 1 PE S t ZE INLETS/OUTLETS 6" �� r s STEPS OF 24 0,? LESS. " V I AS REQUIRED 12MAXIMUM Q 3/4" RADIUS 1/2" RADIUS � A ,q •,+.� C' B �} 3" OPENING AT 45 DEG MAKE SURFACE OF i GROUT FILLET SMOOTH NORMA i ROAD 1 AND FORM GROOVED GUTTER LOPE = 5X INVERT TO DIRECTION MA 1 N SEWER LINE-1OF FLOW • ;o LOCATE MANHOLE COVER ---� MANHOLE TO CONFORM y�Ep N Z •� 1.2 AND FRAME OVER,k LEDGE WITH ASTM C-478 t Q OF AT LEAST 12 IN WIDTH b U to 1 MATCHED F 1 N!SHECt GRADE OF STREET � 1-1 2" 1 l CA$T IRON COV RAD FRAME •. (SEE STANDAND ILAN�-- SET FRAME IN z *' MAXIMUM 27" FROM --- NON-SHRINKING GROUT TOP Or' FIRST STEP STANDARD MANHOLE BASE COURSE -\ PR TO TOP OF CASTING NG - ECCENTRIC. ME AND COVER J a0 V1�' f.NQtNF�q F�,,• FINISH GRADE _ MANHOLE 1 P a � ., ; • STANDARD 48" PREFORMED SE7 FRAME IN GROUT MAXIMUM ?7" FROM ID 3�.Ate_ R....a.tC ,• W MANHOLE R 1 SER-- PL AST I C NON--SHRINKING ,. FIRST STEP TO 6 6 6 g" oaaer � GASKET GROUT TOP OF CASTING 48 FOR PIPE PRECAST t����• �a�, ` 24" OR LESS - UND 1 STUBBED CONCRETE PREFORMED SECTION A- „ EARTH A SECTION e--8 > 0 60 FOR PIPE SLAB PLASTIC C GASKET r 48" i. CONCRETE TO HAVE A BREAKING STRENGTH OF 3P.S.I. x �rR�s s.•gt-tom 2 7" OR LARGER " 000 AFTER 28 DAYS. 3/04-0 TED �rSTANDARD 48 TYPE W PIPE 12" MAX. FOR - CRUSHED ROCK -� MANHOLE RISERS.SERS. DIA ETR 2. EXPANSION b N07ES NSION JOINTS. CONCRETE PIPE STANDARD 1'-1-7 " 10"-12" A. TO BE PROVIDED: �12" MAX, FOR 1) CONCRETE SHALL BE CLASS 3300 OVERSIZE • ?'-3-3 8 15"-22" 1. A T EACH POINT OF TA F / TANGENCY 0 THE CURB. .� .� CONCRETE PIPE 2) USE FRAME do GRATE DETAILS FROM 2. AT EACH COLD JOINT. 4 0 �, - 1 3. AT EACH SIDE OF INLET STRUCTURES. < h^ I /FT. SLOPE STD. DRWG. FOR CUTTER INLET • REQUIRES 2 GRATES 4, AT EACH END OF DRIVEWAYS. � 3) INSTALL STEPS WEN DISTANCE FROM SEE DRAWING No. 380 - i 5. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 20 FEET. TOP OF GRATE TO FLObVI-INE OF PIPE NOTE: ALL PASSTHROUGH CATCH BASINS B. MATERIAL TO BE PRE-MOLDED, NON-EXTRUDING, c� w .. � �� �--- SET r N FRESH IS GREATER THAN 3.5'. INSIDE DROP MAX 1 MU,'.f Z 0 ? ± CONCRETE AND - SHALL BE OVERSIZE WITH A THICKNESS OF 1/2 INCH. VERT I CAL 01 STANCE, GROUT 8 w INVERT TO INVERT -7- 3. CONTRACTION ,JOINTS z 6'0" MINIMUM -- 12" LAYER G'OMPACTD I " 12" LA A. SPACING TO B LAYER COMPACTED E NOT MORE THAN 10 FEET. BASE MATERIAL(3/, -O) 6 0 MIN. _ GRAVEL (3/4"--0) 8, THE DEPTH OF THE JOINT SHALL BE AT LEAST 1/4 OF THE CROSSEC77ONAL AREA Lj 4 BASER ROCK CKp- 2"-0" OR 3/4"-07, 95X COMPACTION. BASE ROCK SHALL BE TO Qa �. F STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS GREATER, Q lwt ° cl A I GUTTER AND CURB INLET ' «�� _ FLAT TOP MANHOLE STANDARD MANHOLE �� 5 HOLE '471 Q- r -- 6 .1 ....�.- _________ STS,NDARD CURB �► W Z Z � � SCALE: NOT TO SCALE NOT TO SCALE DRA%ING W, 020 SCALA'. NOT TO 6 3 � C4. 1 SCALE: C4 1 SCALE DRANNVG NO, fm C4. 1 SCALE: NOT TO SCALE C4. tiu - ,.,._. �....... I W SHEET _w — 140q'1;W Royalty PkWy 1 ........�ni�.�.o ! �} ;IT W,f)n1B 5 , C4e 12 +,a of 'J l IF THIS NOTICE APPEARS CLF.ARF,R THAN THE OUT' 7 199P DOCUMENT,TNF.DOCUMENT IS OF MAa(;INA1,Ql1ALITY. MICROr�11,ME ) 1111111;1111191 !l(j!11111!1I I I�l�i;l�!�I�I I I�I�i�l�l�l�l I i�l�ill�I)iji I i�!1ii111111111 1 llililIIIJill I�lii�l�l�l�l! INCA MAIW N CNMM i..j ew • it►litttlttt�ltti,ittn!!t,t!tntln,�!ttttltttt!ttttltt!t ttttltttt tttt�tt:t n!I!!ittlnttlit±tH!!t!t!tt!+tttltttt !I'±Itttt !tuhn±t±!ulutthutl!!!mit!!±!I!!nh!!!!u!!t!±!tl!!ntt►i!I!!!± !u!h!!! n!tlttuin!tltttt tntltitt ttithttt�ttttltttt tn!htttittnlit!!lt�ni!tnin!�t!�i�+: P I � {3 rt 1. ""9 t v.Y ,,y •* + .�. .. S M�,, .,, � yy.1 '"' Y a ,"t *Mt -•/~' 4� Yk:Pl' WITHIN STREET OUTSIDE STREET RIGHT--OF--WAY j r `a RESURFACING TO BE MIN, 3" CLASS "C" ASPHALT OR AS APPROVED BY CITY ENGINEER w FACE OF CURB MATCH EXISTING, WHICHEVER 15 GREATER, 2 LIFTS wtDTH OF STREET OR IF ICE _��E To 91X OF MAX. DENSITY (RICE) ^ SEE DE TA I L �,■..,,„� EXISTING /SA WCU T St- CT70N EXIST. A.C. FULL DEPTH i 3/4" RADIUS 112" RADIUS RESURFACING STORM OUTFLOW S 1 ZE 6 r, \' STORM INFLOW W S 1 ZE AS SHOWN ON PLANS AS SHOWN ON PLANS 4 :1•. '� ,� .,, rs I f�.�, �� �'�;, { � 4.01 FLOW ROAD :, i /��` CLASS A Y BACKFIIc. REFER TO PLAN .FOR P 1 PE AND t j r (COMPACTED TO ORIFICE INVERT INFORMATION �r I CLASS B GRANULAR I 90% OF MAX �''~- � ' � � DENSITY AS PER BACKFILL (COMPACTED TO ! / DENSITY T-9P) i•� 95 x OF MAX. DENSITY AS PER AASHTO T-99) C' BASE COURSE •--.--- f — �._.. ,< ro POND 1 LOW FLOW PIPE SIZE AND SLOPE { PIPE ZOnE" 6. AS SHOWN ON PLANS w D/2 WATER QUALITY --- --- STORM DIVERSION MANHOLE 3 I C 014CRE-TE TO HA VE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. SCALE:BEDVW(: ------ 2 EXPANSION JOINTS. E NOT TO SCALE C4 13 I __T4 A TO BE PROVIDED: z 4 —' -- -- -- --- --- 1. AT EACH POINT OF TANGENCY OF THE CURB. t 2. AT EACH COLD JOINT. „� w ; I 3/4'- 0" PIPE BEDDING AND 3. AT EACH SIDE OF INLET STRUCTURES. � " HDPE_ MANUFACTURED W/ FLANGE NO IES: PIPE ZONE MATERIAL 4. AT EACH END Of DRIVEWAYS. ''r`` ASSEME�L Y W 1 TH NEA TL Y (",'UT (DRILLED) 5. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 20 FEET. f OR i F I GE. �,,,` z 1. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-t OR CRS--2 EMULSIFIED ASPHALT OR EQUAL, B. MATERIA!. TO BE PRE-MOLDED. NGS:-EXTRUDING, � 2. THIS TRENCH BACKFILL REQUIREMENT APPLIES TO ALL UTILITIES. WITH A THICKNESS OF 1/2 INCH. O BACKFILL IN STREET AREAS: 3. CON TRACTION JOINTS � DIAMETER ORIFICE AS SHOWN ON PLANS � � A. SPACING TO BE NOT MORE THAN 10 FEET. W 1. IF SIDEWALK IS AGAINST CURB, FILL ROCK TO BACK OF SIDEWALK. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1/4 OF THE CROSSECDONAL AREA. ! ?. IF SIDEWALK IS NOT AGAINST CURB, FILL ROCK 2/ BACK FROM CURB. 4. BASE ROCK - 2"-0' OR 3/4"-0 95% COMPACTION, BASE ROCK SHALL BE TO - 6" HDPE- SUBGRADE OF STREET STRUCTURE OR 4 1N DEPTH, 6"ICHEVER IS GREATER. TRENCH BACKFILL DETAIL r;% Q t , LOW FLOW PIPE DETAIL 4 CL q SCALE: N.T.S. %4113 STANDARD CURB 2 SCALE: NOT TO SCALE C4. 13 Q Q . SCALE: AS NOTED CL o v z •r U � OL PROVIDE 3: 1 GRA VEL _J � 0- TAPER TO CURS FACE \ A- \ t--y-y ti Y--N Y C� PROVIDE ACF LANDING Q 44CZ�l\ MATCH NAEVE STREET PAVEMENT SECTION LLj+ Q„ 303 " PROVIDE HANDICAP RAMP PER DETAIL 2 1 - . 4 -� C4. 12 �' - J. MATCH AND EXTEND EXISTING ADDITIONAL 5' P.C.C. VALLEY GUTTER TO CURBDEDICATED ` RIGHT-OF-WAY R;OHT-OF-WAY a 3 OQ 300 + � _ _ _ 4 w —� V Q 7 �1 - o0 - EXISTING CONCRETE - ��� VALLEY GUTTER i "� \ 29b - pf# EXISTING EDGE OF PAVEMENT Quo 01� t ......�.�.�...� `_" L 004to f ;.f� ;' - _7 _ &A.4.4-R.."A&U_ �t- TtE INT !4+57.23 NAEVE 5T. _ -' ACTION " END NEW � `'` -- •r I -- 290 - oascio►+ B _� _. . _ OUFN Y 1- ' 4T 60+07.03 OLD 109th AVE. ++ A 00 ,. • \ 28g �_ EXISTING EXISTING REMOVE INTERFERING \ \ + Ix . -4 _ _ R 1 GHT-OF-WAY - PORTIONS ONS OF EX 1 ST I NG IT MAIN Irk EXISTING P.C.C. -- .. CURB AND REPLACE WITH ' S I DFWAL K AND CURB NEW P.C.C. (FACE OF CURB TO REMA i N UND I STU'1BED / R-25 ) - _ h / 180 ;: t 71 I f h�- > . -�- '1.,, �(�Y"'Y`Y`{�'r-1l' Y`Y"Y-Y YrY�f�Y'�( Y�� -70 -50 -30 - 10 10 .30 50 70 P _ tw rrNN /� x •/ v/ �/ uj I BCR TC s 2?8.8� STA 13+7a,49 I li.00' L T � a D 1 17'05'56" z FIRE DEPARTMENT TURNAROUND I OLD SW 109TH AVE SECTION A 6 LL. a cs At ( 2 ) r/4 ,� TC = ?29.78 ----- c3 c$ Z �' SCALE: t"-=2a' H C4. 13 CURB RETURN DETAIL 5 ( s J ?_/4 L1 7C 230.e5 r Aco � y T SCALE: 1"=20' C4. 13 L, 4 3/4 Q TC 2.34.6.7 3 �� .. _ 0 , � � . W O o C ECR T C = 23Zas S 1'A 6t�+81.8® ,6.00' LT w ,�._ '. .,�.._.J* .J .J. �l_. Jl ,.�J�..JI.. �. •I._.�. ..�1.. I�._�J SHEET tr` U' t 14999 SW Royalty Pkwy SIT 9ti-0[)18 --- C4 . 1 3 35 of 53 oil- IF THIS NOTICE APPEARS CLEARER THAN T:IE OST 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAI,QUAI,ITY. MICROFILMED ; Jill Ill ill I!I! !I!!!I!� !!!I! ► !�!�I�III�I;! II�I�I�III�I;I�I !�I�!(i�l�i(I ! !�r(��I�I�I�I I l�I�i�lll�!�I ! f l!1►11I1���! ! Ill �lil 6�!i! � I�i�l�t i�i�l�l � I�I�I I�I�!�I I�I���I I�i�li . INCH MAO[ 0 CHINA I I I I N11illl!Illii!!iI!Illi1lfill(lII':;i'!IIIIlIIIIIIIII1I!!I IIII�lIII III1�!I!I (I!!�!!IIIIII!�II11111lIlillllllil�!III I!!!�IIIIi!!li�iIIIIII!I�IiIlllill�!!III�II!I{Itillilll�IIIII!!I!�Itlllllll�ll!! tllI�I11i111i{IIIII III{Alii IIID{I!I liii�1111 I11l�1{II!!III�i{Ilill{I�IIIIIIII1�11{III111�llllitft r F oQ• era'` "'' ELECTRICAL LEGEND s, a c5 r1DTtMATNOTALL �YFt>rOl.� A� WiIG. N POWER 5IGNAL _ ABBREVIATION5 R antxarr►rr+wArit wu ►Curren uAi NII rrAcu M+rri our tx 0 a rbc#rare+W""rArrtre W"NtlC'alfrl4cZ.! "01120ICl',1-Plix 13 rw"M2&.AM STArrar AFF AMOVF FINISHED FLOOR FO10 FURNISHED By OUNER NIC NOT IN CONTRACT �""� �1caRE#c8rr UMKA!!.s+iE LAff" ® Vtcut FUVOW aWT Ar NOW C� 0 +� DrWOR, OCATIOt WAT,1014 ot1.IS MC A AMPERE (AMP) IN9tALLED DY OWNER du 0 13 CUM UrlrrAat� WrAa,lCaMM �i KAM"Nat.oa,;anw.oV'LlE.x c" Arm wAk t PE PHOTOELECTRIC CELL ►� (D - DXT DErbc,at rrP1 A& aen AL ALUMINUM GiFCI GROUND FAULT CIRCUIT INTERRUPTER PNL PANELBOARD CP AICTION FO WAu � a~� ��`ox #� Dry A6 0001 "MK� VOOL ARCO ARCHITECT/ARCHITECTURAL GFI GROND FAULT lCIRCUIT) INTERh'LPTER 1 1 �Au � NtateetD ® t#ouc G CONDUIT PVC POLYVINYLCHLORIDE CONDUIT W*PJM ® FSR Pt,yh,�,WU W y� GRG GALVANIZED RIGID CONDUIT PUJR POUJER ������� � � ��� �' CCTV GL03E0 CIRCUIT TELEVI314N GRD GROUNp �'� Peat.r,rrr U►w >`ruwaw �n • �' roraearA nI ¢] ® SDP 13UE3-D18TRIBUtION PANEL �^ rwaw.►+AQrenc.carTnNArra rK At.,,�t,a+rt�ou'It w v1luAl GKT GiRC1,lIT HP � r • _ 4 bayL94W. �LrIL o>reiIn c T roroRC411O -1roH CLG CEILING HP9 N E ARE gOpU-l't SW 9UATCH "! ; m c,at rwr CSIL Nig wA�L,Antes Aa)#NOrN! (!� m m COT#ACTOrt NlLA T #Duran PSE K ►+aw►rcaer w v11rr,AL TTM T E L E P►SONE TERMINAL 11h[.4[_ BOARD ^ •- `-''�' �1 z GU GOF'PER HZ HERTZ $ 64U TTG TELEPHONE TERMINAL, CABINET a-•1 r 4''f � 1 r auto+ I PQ[ 7 mi --• ---• tom►eLL,,r ori (D liJ I m 4,W%noon"m W.-ma muoW v*j& EMN ERG EMERGENCY INC INCANDESCENT>♦� 11 r Atl errrc.� �roar,�styr V T E L E V f g I ON � '�• EMT ELECTRIC METALLIC TUBING �A.. OU stir rr�u#rrrc,4 Lo>v ao�rArA Ptot ® tucnncAl�'� � � �'�CALM JB JUNCTION BOX TYP TYPICAL $4 Me"DrreR "" G PAr*1&0AW U*Ac=.MabOW O FM ALAR+W%ArM 9%.i,c1111.11413 FA FIRE ALARM KVA KILOVOLT AMP UG UNDERGROUND w wl C!!!El rae►Ct &MACEI1VC 666 � 4 KiLLOA1V,RLllP1M,DATA FLA FULL LOAD AMPS To lMCF9 MAIN CfRGUIR t9RfAKER V VOLTAGE m n+e��a#ur FLUOR FLUORE'SCEN'T MDP MAIN DISTRIBUTION PANEL ® ® [ rHu to Ntrw+ W Na✓VY MYPAD rrnavr M FCIC FURNISHED BY CONTRACTOR W WATTS MEC" MECHANICAL WP WEATHER PROOF Uaotrlrri 10 Et N�,�rW ,�,V �c„�„np F1h1/FeAT LAM' AdpFl->pL Y ID , INSTALLED BY CONTRACTOR M�1 METAL HALIDE XF "fR TRAN5FO e-1ER Aa��#ate �► #ea#an#r#1pt ca�►Ac1orU OdoN Olt tt>aOAI FOIL FURNISHED BY OWNER� "TWA YO Ner+o►� E3�---� Ir��cTtaic t�A�eoArnr� ►aeATtr� LETGTH MLO MAIN LUGS ONLY A6 6"Ouk INSTALLED BY CONTRACTOR , tLIC"W-k EQ1111 T WIT LAM P95K/AIOR Q� HEATIK ELErTMC PAN PONICED AIR Z HL-T, nip Vl Z E-+ Qsn n .a i % �t o � z � LUMINAIRE SCHEDULE _ _--__ _ � -- NEATER 5CHEDULE I�N-IT�I�NT FIXTURES U f; t�.T�n KITCHEN CEILING LIGHT FLUORESCENT, 2-F34 LAMPS aASE�A� r E-CTRIC ZCNE HEATEIR� � 0 � RA RECESS[ DOUBLE 13W FLUORESCENT, ALZAK CLEAR TRIM, UJHITE RING 'TRIM RAT” BY CADET MANUFACTURING' CaMPANY, VANCOUVER, WASNMGTON -, RAN5AIRJ TLC_:'.240 LITHONIA. AF 2113DTT 6AR TR1U .^. 1206) 693-2505 OR APPROVED EQUAL. 25M PER LINEAR FOOT, SEE DRAWINGS DINING ROOM LIGHT 150W RECESSED DOUNLIGHT WHIT •, FOR LENGTHS. UA41T F' E FINISH COLOR a � E BAFFLE AND TRIM fk.-., 'QFCE89ED, DOUBLE 18W FLUORESCENT, ALZAK CLEAR TRIM, WHITE RING .... I.G. RANH2 NN?6-NYHA[WITH CODE FIRE RATED ENCLOSURE. ',/ LITHONIA AF 1/Il3L7T? 6AR TRW NORA, F AD �_LEGTR oN�s ATER I 0 Cyr m r COM PAK TWIN BY CADET MANUFACTURING Gat`?PANY VAN couvER I RA? RECESSED WALLWASI-LER, DOUBLE 13W FLUORESCENT, ALZAK CLEAR TRIM, WASHINGTON (?06) 693-2505 OR APPROVED EaJ41. ?250 WATT, 240V, I♦ ry�yJJ BATH VANITY LIGHT 4-60W G25 CLEAR t3U1l.B, CHROME STRIP WHITE RING WHitE FINISH COLOR F�-•1 IBRENIE INTL. B1004 LITHONIA. Aft 2/13DTT 6AR TRW Q CEILING/CLOSET/UTILITY LIGHT (n0W ll)HITE GLOBE, WHITE CEILING MOUNT 11`L�T F-IEAT� UH- Rd PROG8 55 1- FLUORESCENT 111/ WRAPAROUND LENS 5 rz, 240V, CI ILMG MOUNTED, CADET MFG CO. MODEL UH45.1 r'1EL199A (c"�5 WHITE PROG1FtE99 P118�(c-30E9 , HALL LIGHT 60W U-CHANNEL, WHITE R1151 Rdi 48 LAMP FLUORESCENT W/ WROR APPROVED EQUIVALENT UNAPAROp LENS LIME VOLTA(, TNER2'1 1'AT• CATALINA 313-II WHITE PROGRESS P122:-60 CADET C411 PARALLEL HEAT ANTICIPATION, SINGLE LINE BREAK, PATIO LIGHT � 240 VOLT, WHITE FINISH COLOR BY CADET 60W WIdITE GLOBE RIC EXTERIOR CEILMG FIXTURE, DOUBLE 13W FLUORESCENT, UFLINE VOLT-4ACTURING COMPANY, VANCOUVER, WASHINGTON E—�1 MELISSA 005 ®LACK CAST MAN BLACK. CAGE, RAIN DROP GLASS, DAMP LOCATION LISTED (206) 693-2505 OR APPROVED EQUAL_ 54TW LIGNT/FAN MELISSA 43-2PL13 W 10 CFM, WHITE, W/ HEAT Lo,,MP, NUTcJNE 9411, W/ LAMP RD SINGLE 13W FLUORESCENT, WHITE GLOBE �y w LIGHT PROCESS 5366-15 RE EMERGENCY LIGHT, DOUBLE HEAD, ADJUSTABLE W/ BATTERY RACK-UP IT HT I FIX CARPENTER BLI 1 _ ARE PF BATH VANITY L*HIT, 2-F32T8 FLUORESCENT STRIP, FR05T COVER, 0A 150W HIPS BLACK t0' POLE, ADORN POINTED HEAD LIGHT PROCESS dKV 240 M Gl'?NAMIC 139 FITTER, D50-10 POLE I+i B 150W HP9 BRONZE W,/'.LL PACK RG WALL-MOUNTED EXTERIOR, DOUBLE 13W FLUORESCENT, BLACK CAGE LITHONIA TWH 1505 120 MELISSA 9209 BI 10W HP9 BRONZE WALL PACK RN 4' STRIP, 2 - P32TO LAMPS. I HONlA TWN 108 120 RNI SURFACE MOUNTED, 2-F32T8 LAMP FLUORESCENT W/ WRAPAROUND LENS AOR CONSTRUCTION t POLYESTER HOUSING, UL LISTED FOR WET LOCATIONS ; C 50W HP9 BRONZE WALL. PACK LITHOINIA. pMW 240 LITHONIA TIIJL 105120 RX EXIT, CARPENTER APX FLUORESCENT ' 1 D DOUBLE 13W FLUORESCENT, pt SQUARE BRONZE HouslrNG FaN RESTROOM 10 CFM WHITE, NUTONE 695 PROJECT NOTES LIGHT PROCESS LPi26 _ —_� F BREEZEWAY LIGHT, DOUBLE 13W FLUORESCENT WHITE, FAN, MAINT. RJR 10 C1.311, WHITE, W/ HEAT LAMP, NUTONE 9411, W1/ LAMP LU V CLEAR LENS. TAMPER 5CREWS, MEL1554, LP413 I. MOUNT ELECTRICAL DEVICES PER CURRENT ADA RECAAREMENTS, � w COORDINATE WITH CODE OFFICIALS HAVING JURISDICTION. G BOLLARD, 1OW NPS LAMP, ALUMINUM SHAFT, LIGHT CaRAY F Nlgi-1 WITH 18+s* HORIZONTAL_ LIGHT DISTRIBUTION LIGHTING SWITCHES 46' AFF (CENTER LINE) 11.1 KIM 6',.9/70NP9120/LG-P RECEPTACLES 11' AFF (CENTER LINE) ---J --1 UATA✓TELEPNONE 11' ,AFF (CENTER 1N ) 1-1-^1 � L E Q . 1 ?fn'..W NPS, 140V, COBRA HEAD, TYPE III D15TRIBUTION WALL TELEPHONES 46' AFF (TO TOP OF [�11T) POLE 30', GRA( , ROUND TAPERED Flf?SER►rsLAgB WITH FA PULL STATION$ 48' AFF (TO TOP OF UNIT) LLJ 8' ALUMINUM MAST ARM, MOUNTING HEIGHT OF FIXTURE IS 25' FA AUDIBLE/VISUAL 80' AFF (TO TOP OF UNIT) � AMERICAN ELECTRIC 125-011/3•DJ FA VISUAL DEVICES M' AFP (TO TOP OF UNIT) S2 IQaONPS, 240v,G CUTOFF, M-C-II LIGHTING PATTERN ACT DENOTES 6' ABOVE HIGHEST COUNTER TOP, HEXCEEDT NOT TO EXCEED POLE: 30'', GRAY, ROUND TAPERED FIBkRC,LA99 WITH 6' ALUMINU46' AFF TO CENTER LINE, SEE ARCHITECTURAL ELEVATIONS ALUMINUM MAS" MOUNTING HEIGOT OF FIXTURE 19 25' AtIERICAN ELECTRIC ;!�-51103-DJ 83 SEE SHEET NOTE 5, SHEET E2.1 a ' N lY � W C! ELIw 14999 SW Royalty Pkwy SIT 96-0o 18 36 or 51 , .M .-ls,._"... .^'� .t.7c... °#i...-. ..�::�2'»' ...a•f:'�1i�°'!4:`,"�'.'.'". "�''Ri:. ...,.. •"t""*7�'^"K i^T°�';"",tdwM•R•"."`"x;•Sn+e+rMn• .�eur -F +�}WM7 ,� . it IF THIS NO1'10E APPEARS CLEARER THAN THF, OGT_ 7 1998 DOCUMENT,11711`11F DOCUMEN7 IS OF MARGINAL QUALITY. MICROFILMED SD 1)I'I111�I{i MAMIN�iCm1 % ilillll'11111 I 'I{I{II►II{III{I i{I(I{iil;I{I ! iltl�jlii{111 I IIIIi,I�I{III I I{I{;{i�i{I{III{Illllli�lii I I{I{Iliii{I{I{'III{I{I�f{I{ill ISI {111�1�111' I - Illllliilll!IIIIIi►!I!I{IIIIIIIIfi111;I1!I!{II({IIIIIIIIIIIIIIII!I!! IIIl�!!!I I!!! !!!II!ll!IE!IIII!!!�lil!II!!I�!IIlIII!!�Ilili!ili�lll;#!!;I{IIIIIUI11!IIIIIIII{IIIII!liiltllll!!� I1�1111!I� I IIf IIII�II1i 11!II{!li II11{1l;illlil�llll flll�lllllllll�llll,!III�I11111!{I�HIII{I!I{IIIIIIIII�IIIIIU! r r,� e c� H .w . -- 150' �TYPJ ��. ExIgTINt's Lt1MINA:fQE cn C-4 04 BOUNDARY ___.- zi r 5► gl cm �I S) S! gy `�e W I , � PARTI,GL � `� 52\ Z •�ti �R ' a4 ~� r 01* NO cn NOTES. ��' '��► ' '� `.� i' f a► j I. PROvIC'E 4 iNSTALL CONDUIT AND WIRIN(l TO CONNECT J 3 STREETLIGHTING CG<,RGINAtE u;i THE CITY OF TIGARD vo. XO1 \ AND PORTLAND GENERAL ELECTRIC FOR GOnNECT!ON9 .y C• /0 TO PCXLER r. CONTRACTOR SHALL BE R>~3PON51BLE FOR COORDINATION WITH POWER. TELEPHONE AND CABLE TELEvl5lON CO"IPANIEB PRIOR TO BIG PROVIDE ALL CONDUCTORS CONDUITS TRENCN!NG, LABOR �D r` `�,•� 1 f i ,? .4z. ••``'�.----METER CENTER � � '— "''�4TERIAL 45 REQUIRED FOR A COMPLETE IN3"ALLATION cc,N . ,T , 0 C ; , TYPIcaL E3.1 •.Z �, ,� �a � � p G!_ 3 9HOtddV FOR REFERENCE CONTRACT'JR IS RESPONSIBLE � )`' ` , / ?i' FOR ►tO,;:TING OF CONDUITg ,4NC-, CONDUCTORS /ERIF'l ✓OLTtY,E DROP FOR `� /' ��`�-`�, r`I l -' C MPJ EXACT ROUTING INCLUDING BST NOT �IP'11T'E[j TO `'TE LIG►-rT!NG. EIUiLG!NG3 {2� � � ` � `�� �•� AND GARAGES. _..... /-- JTERFCEPGpT=LFROM ' E BL!v _ IN-" (La. PRIVATE LIGHTING 9HoLL ®E "E52 � NI �.... �'''���a ter• -�__. `�. .. _ __, �C dl !,'t Y �i. ~ J/ © ® 1450w 3c } ..� iq 2 � ' ��► < co 0 0 cam: ,( LEGEND METER CEh?ER _ ` -- - 3� / ' �' POLE-MO(NTED LUMINAIRE w CV I�M F'IR E3 ► t ,�' { TYPE 'A' UNLE59 OT►aERU1tgE rNDICATED U lb I '!a I I i ' WALL-PIQWTED LUMINAII� = < Bj 61 / .Q�� TYPE 'B' UNLES$ OTHERWISE INDICATED NQ-:f,: REFER TO SHEET EI.1 FOR LUMINAIRE SCHEDULE. 52 151 fit , .\ �7 � + 3 BI i V Cy 'ASG g ` ; �-•♦ ti 1 �GS211 uo O 2 - -Pa cc 75v, "7f� ` o, a r OR CkfOINSTRUCTION 3 O i ®, �: Y .,� NOTES L�0►7` pi PROVIDE WP DISCC'NNECT SWITCH WITH LC,:K-ON HANDLE. CONNECT COMPLETE TO Q Z -� , " -' . _ ,GARAGE LUMINAIRES. 5EE- DETAIL I/E3. . �� "J � • � �" :'�� 1 " `• vEFiiF1' STUB-IN LOCATION PRIOR TO fU <[ ROUGH-IN. PROVIDE ALL, MATERIAL AND LABOR FOR A COMPLETE INSTALLATICt4, -- ` 2 STUB UP LOCATION FOR CAR-ORT LIGHTING, ROUTE CONDUIT AND WIRE UP COLUMN TO U LUMINAIRE. CONNECT COMPLETE VERIFY LOCATION PRIOR ?'O ROUGH-IN. ��• (3� STUB UP LOCATION FOR FUTURE CARPORT LIGHTING PROVIDE EMPTY CONDUIT W/ METER CENTER PULL STRING LOCATE 5"rUB-UP BEHIND SIDEWALK (OPPOSITE CARPORT SIDE OF TTPt(AL F31 - ' 51DEWALK.) VERIF-Y` LOCATION PRIOR TO ROUGH-IN. �✓ ��,� (4) S:., 4JTE CONDUIT AND WIRE TO PANEL DESIGNATED. BITE LIGHTING CIRCUITS SHAL1_ BE ROUTED THRO,�GH LIGHTING CONTACTOR, CONNECT COMPLETE. �� IMPROVEMENTS ALONG TIE S.W. PACIFIC HK,HWAY FRONTAGE SHALL BE DESIGNED AND CCNSTRl,1CTED TO OREGON -ATATE !-lG4,IJ4Y rIlv&ON STZAIRDg AND SHALL COPrIcO}la"1 TO O THE FOW I AND ALIGNMENT OF EX19TING ADJACENT II`iPROVEMENTS OR TO A FORM -t- ANG AL IL- APPROVED BY THE HIGHWAY DIVISION SITE FLAN - ELEG 1 RICAL °,GALE: I'. roO �� -- �.__._..___.___� (b) F'ROPOSEL; STREETLIGWT BY OTHERS QQ EXISTING STREETLIGHT ; 63 d 53 E2mIy 14999 SW Royalty Pkwy SIT%0018 37 of 53 r IF THIS NOTICE, APPEARS CLEARER THAN THE ()('T 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MI(~R0�IILMED 1"C04 I IIWIM� I�III l I I�I�I�I�I;l�I I'I�I{l�I�ll!'!{) l�IIl�i�lll�i I ilf+fll�;(I�i I i�l(i;ll(II�! 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MAPLE 5'•-6'• B•8 \ � •� COTONEATSTEft DAMMERM 'CORAL BEAUTY BEARBERRY COMeASnW 1 Gr1L. • 0' QC. 1 • ANCA MWOR PERrMiWKcE 4' POTS • Jb' QC. s ACER PALMA TUM JAPANESE MAPLE 6'-T, BAB FINE SEED 1 A IMS SEE SPEC;lIrlCA 710N5 - R(X)CH SEEDED, SEE SPECIFICATIONS 16 PYRUS CAL1fRYANA 'ARISTOCRAT' ARLSTOf:RAT PEAR ?' CAL.., BW SEASONAL COLOR (VERIFY COLOR 4 VARIETY SF.LE'CT►ON w/ OWEN'S REP-) 4' POTS 1 12' O.GNO TES; • 0 PRUNUS S£RRULATA 'KWANZAN' KWANZAN F,:ON£R/NG CHERR) 2` CAL, e/eB �� ,1' '- .� 1• IT tS THE LANDSCAPE CON7RACTOR S RESPONSIBILITY TO VERIFY A PLANT QUANTITIES. IF p rs Y,I - --T DESCREPENCIES ARISE IN QUANTIES, THE PLANTING PLAN SHALL. PREVAIL. • .►�. t l f.l ?7 AGER RUBRUM KED SUNSETRED SUNSET MAPLE 2' CAL., B&O 4' ! `�•, L ? ! 17 PLA TANUS ACERFOIIIA LONDON PLANETREE ? CAL., 00 AF ✓ ,r ' �gid►` 1 j r � ••••• •• •�� rf.fi"'t. • �� �� / •'•'•••••'• '' T = 1.7 ACER PLA TANO(D£S 'EMERALD QUEEN' EMERALD QUEEN MAPLE ?' 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COMPACTA' • 4 QC. .}-:�' ,/; `,:�,;'= 1•a.\ v! .•,':;. 1•:' •'��, _ly • 13 ACER PLATANOIDES 'EMERALD QUEEN' EMERALD QUEEN MAPLE 2" CAL., `�" ` •^, '1� ' NO TE: MATIM. P. R IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL PLANT QUANTITIES. Oft G�pj1j IF DESCREPANCIES ARISE IN QUANTITIES, THE PLANTING PLAN SHALL PREVAIL. ENTRY SIGNAGE, SEE SHEET L4.01 � 13 PSEUDOTSUGA Al1ENZIESII DOUGLAS FIR 5'-6' HI;T„ BW , / �� 1, I NOT SHEARED O 1 - A+a 0 1 7 le 2'f THUJA Pl1CATA 'HOGAN/ HOGAN CEDAR 6'-T HGT., BAB I OC 40 CF_DRUS DEODARA DEODAR CEDAR 7'-8' HGT, BAB < ' p K SEE SHEET LI-03 FOR LANDSCAPE DESIGN THIS AREA I 0 INN MA TCHLINE SHEET L 1.03 W Z Z UI s 8 Lai � A , z 0. n ra 3 Z � .� a SHEET' LAJ 14999 g 1 I 3 L1902 W Royalty Pk 4 5 6 SIT 96-0018 �' -- �"�"""� 39 0/53 ,. IF THIS NOTICE APPEARS CLEARER THAN THE �)t'r 7 1491? DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILM D !li!! I !1 !IIII i I�I�IIi�l�l�l I I�IIIII!llljl�l I�I�Ili�ll!I! 1 l�r�r�l�!�7�1 I l�II!I!�lIII! ! 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MAPLE 5'--6', BAD . • •: t3 ACER PALMANM JAPANESE MAPLE 6' T, BAS � 75 P YRUS CALLFRYANA 'ARISTOCRAT \ •'� � . �`• :`''� •.,ts.. •. .• . �.� `t, ~v » ARISTOCRAT PEAR ?" CAI. BAS ••� .. �. Q 3.56 PRUNUS LAUROCCRASUS 'OTTO LUYKEN' OTTO LUIKEN LAUREL 2 GAL .` a'` v• •' '• A . CONT. • 4' O.C. • 33 PRUNUS SF_RRULATA 'KWANZAN' KWANIAN FLOWERING 2" CAL., BAaB .• ''. �. ,,•. GQ 86 LABURNUM SINUS 'SPRING BOUQUET' SPRING BOUQUET LABURNUA' 2 GAL, CONT, I �' O.C. . •_., ::� CHERRY �� ,.,�- '•�.�' � 'r ��� ':��' -� ���LLL... • i Q 73 RHODODENDRON 'Pik' RHODODENDRON 18%24" &W • 4' O.C. � `' :�• '�• %':, A © 249 PHOTlNIA CLABRA \� �•: •, ,'�+y"�•�� �� A H J O J JAPANESE Pr10nNlA 2 GAL-, CONT. • 3' O.C. • ,� , , `•.;�'d•;�^:•• „ T2 ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2" CAL, BAd3 .a H 21 LABURNUM PIICATUM 70MENTOSUM DOU$LEFkE LABURNUM ? CAL., G10NT. / S' O.C. ? +.'. � �•-' � J ' ( ` / r + r Q fD 86 FUONYMUS ALATA 'COMPACTA' DWARF WNGED EUONYMUS 2 GAL., CONT, • 4' 0.C. 'r,' C C U^ J •'.. pt 1.• JQ 45 JUNIPERUS CHINENSIS COMPACT PnPAER JUNIPER 3 GAL.., CONT 1 4' O.C. / �� , •; .,.a �.� � 1? PIATANUS ACERFOLIa LONDON PLANE�REE 2" CAL , BAdEI 'PFIT7ERANA COMPACTA' •- qC 30 CORNUS SERICEA R 3 GAL CONT. • 4' O.C. 't ►/+!t•'' ' Al ' •+• •� EU081ER DOGII�tJUD '. '•. •• '• •• •. CORNUS � / .:• ,• ;. ..• r � �•.', t .. �I T ® 19 SERICEA 'FLA LARAMEA' YELLOWTYi1G R. DOG / / •� •� • , ;y ~rr, i R ' S ,L M000 3 GAL., CONT. • 4' O.C. G � • 35 ACER PLATANOIDES 'EMERALD QUEEN' EMERALD QUEEN MAPLE 2" CAL., B&B _�.�___U2_ 4r NNW COTONEASTFR DAMMER// 'CORAL BEAUTY SEARBERRY COTONEASTER 4" POTS 1 3' !kms / •'` + f •i x ✓• �; �•; �'•::' �: �/k'�:,. ,tip• r SE `t - �%•J%7r� n COTONEATSTER DAMMER/1 'CORAL BEAUTY SEARBLWRY COTDNE'ASTER 1 GAL. • Q' O.C. ,.*:., ,. .• ,:"'. � 20 P UDOT_, CA MENZIESlI DOUGLAS FIR 5' 8' HGT RArB v'' ..'•A; 'a'• � •.•' ►.•;•�.v,• '�' NOT SHEARED VINCA MINOR PERIVWLE 4• POTS • 30' O.C. \ ,,. `- �' %+"r�•.••�_.� •:a•'••is + ORF+ r. 'a r Y FINE A F •.7 SEED NRV .. L SE SPECIFICATIONS S ! E Ec A n �. c oNs 34 THUJA PLICA TA 'HOCANI' HOGAN CEDAR 6'-7' HG T, B�eB ROUGH SEEDED, SFE SPECIFICATIONS d11111t►111�11110 SEA TONAL COLOR (VERIFY COLOR k VARIETY SELECTION W/ OINVER'S REP.) 4' POTS • 12' QC �. .. tn 49 C£DRIIS DEODARA DEOOAR CEDAR 7'-8' Hr,T, BTB BI'intTER SEED MIX, SEE SPECIFICATIONS At GRADING SHEET C2.04 NO TE: IT IS THE LANDSCAPE C'ONTRACTOR'S RESPONSIBILITY TO VERIFY / - •-.•.� � � ALL PLANT QUANTITIES, IF DESCREPANCIES ARISE IN QUANTITIES, THE PLANTING irk L PLAN SHALL PREVAIL. �� v 1 c- 9 0 )L z i Z31 a � z FOR NSTRUCT z Z a .p { { z NORT do 16 -40 6e SHEET w: } ;Ji 14999 SW[? t Ll �/�/SITS °yalty Pkwy [ ! 34 g t • V 3 (n i•.,, 1 40 053 6 8 4 1 s `i l v,it.. .. ....en*n., r .x,aY,•1' ' .� Ju.MR1{'MI.VIM11M�5�. ,�; ,.. ��{ ..• , -ir. ,..•a:�y„r IF THIS N(ITICF. APPEARS C'LGARER THAN THE; 0('r 7 1998 I)OC1IME:NT,THF, DOCUMENT IS OF MARGINAL n,;ALITY. MICROFILMED i!I!i!�!I!{+�� !i!�!�!t!�!�! � !�i��!iO!;!�� ►�!��ii���!�i�ii� i{!�!�Ij!{��!�! !���� ���{!�i � tNCM MADE IM C1H1MA Y�` -•CII/ !!!!!!{!!I! !!!i{N!! 1!ll�Nnliill{fliiNililliiilinilNlfhln{ilill�!Il�rir!{rill{lili i)rt{Hf! ilii{!!!{li,lil�csc ^t��ltttt tmlit�t �liihiit !itrinli !!!!lila !!!llclrl��ii�i!;,�I i -low •alr► � :-t -. w �G• i�a�.. � -,azs.�s?•.. .�; 6 ��� :"; x 'M' •jf �r �y ra...•n•�. w LA4W LAM06CAI'•E WXK. (jW%AY 15MALT) SEE SHEE T L 1. 02 FOR LANDSCAPE DESIGN THIS AREA --- -- I TO MAN >dl CaRAY L°�AOALT O --� ULTRA ' LAY 30 FLAG POLE R (MODEL # 1633) INSTALLED PER p�; MANUFACTURER RECGMMt��,rJA TION. -�--- _---- - --- --- b' r++wue RIvE:R Rolr.�c: F � � .. I _ LBTIMATE� 40 C.Y, M � i �;, ;• 1 F AVAILABLE AT N. W. RECREATION TION ,cm ,► (PH. 503-624- 4800). ` ♦ .r �to FLOOD L I GH T f GRD. MN T. r •- ` i — ., ;� I KLM Ar L8 250W ,�1•r Nr,•t �,,, .` METAL HALIDE_ INSTALL c '' ` MWDPOftV PLANT MATiERIALS ` A c ', PER MAIM. SPECS. PROVIDE A PONE, AND CONDUIT AS ►. EQ/ TIRED ,, � •,; ,.•.t , ,,,, • •,.,.. •. 'r•, �` 41- - -t• "'_'�! rte' yli- T E ►� A J C,, C 4 I VAPUEB-- r F- � FIN16WED GRADE C F WEED BARRIER FABRIC UVDER A A N N D �/ F . . RIVER ROCK (DEUTT, 4 G2 WGWT.) A ; •+' fi ESTIMATE 231 OF TOTAL CRM< 15EM SrmcT , Oi l � ' A • p F .�.• �: ` NOTE&: 4 I. LA $HAL.L SUPERVISE AND F?EvIEW PLACEMENT OF ALL STONE, n �� \. A !, J �\ -- ._ _ ,4;� �'•i� ' 2. LA &HALL APPROVE GRADES WITHIN THE DRY CREEKBED AREA PRIOR TO IQZ. X IN8TALL.ATIOr•L .+ \• \ A A .� ,.,�. 3. LA &HALL REvIEW AND AF1 ROVE PL-AC TIENT OF ALL PLANT MATERIALS IN THEE DRI' CREBQ C> AREA PRIOR TO INSTALLATION CCC `- I N ` � r. .......__._'_""�'� . !.� ,• .. .. . _ ct SEE SHEET I-3. 02 \ `\ ': �',• ,`t, , ^ \ A N \ I FOR PLAY AREA. f N F F N N F F �.. • LLJ � • • •, ' ..., �•`..• •,,«, . , ...: . . .? •. . . . � AAAA ,� S' � ! N N N N N .�: �,, ',.. •'' L � �•.,. (''� �. . . r• .. •r. f` / ` I N C G♦ N N N N N J r N FF. CCCCC .� J `� \ , ' '••�•''• • .:,�� lO TES ` Rd�1� I,//{ 'Y� ARE 1C�3� F FDLLJ � J N .... RIF \\ • '• �•, ... ';' •� ,'1.: •••. , . 777 N • ' ,•. ••• ,+� .• . �,f ...� .•.; :.. ...•;•-ti• ti'•~ . :`;••/,'•,`• �• F H � N N N N ,�,• /'i _r- ,• .. , ,', •� . +•..;� _ � ` ���,�, ,� C f -•r. d CIL LLJ %: - % uj Lj CIL- 61. .. �,... . . %� �� PLANT rl�Vl'A mow LISTING FOR �SIHFET L 1. 04 u 31 3,• ...' '•f , • sYlwe�ol arr- evTNAME AN)CAL NAAE' r COMMON NAA E REMARKS ' ••! H . •, • 14 ACER P OCE SUS 'O OTTO LUYKO LAUREL 18• ?4', B&B • 4' 0.Q ••�• A A •, _+:, f' ALMATUM 'SANGO KAKV* SANGO KAKU JAP, MAPLE T-B'. ��, WELL MATCHED © 141 PRUNUS !_AUR RA TTt7 LUYKEN' - •,: ~`• '••' �,•;� A A r": •�� �/�.:' 0 93 WIBURNUM A DAVID V RJRNUAf ac Ca A A D VIDII I CAL. CONT. • 3' cy I, ..r /� - 13 ACER PALMA - © 108 VIBURNUM TINUS 'SPRING BOUOUEr SPRING BOJQUET VIBURNUM 5 GAL CONT., II . . � . , t•. � JAPANESE MAPLE • 4' 0. :4 A ? 1,/1 CAL.. BAo9, MILL MATCHED � ,1 A F?OUCH EDED, I A A 39 NANDINA 'UMPOL A CM/EF' UMPOUA CHIEF BAMBOO 5 CAI- q ` TEN TON POND A PROJEC T SIGNA GE -DOMEsncA ► , coNT. • 4' O.0 m 60 RHODODENDRON 'HINO CRIMSON' HINO CRIMSON AZALEA 3 GAL. CONT. • 3' O.0 U ` •• , :`•�•' A ^ SEI CML 01441113S., YRUS SEE SHEET L 4. 02 6 P CAILERY'AtaA 'ARISTOCRAT' AR!$TocRAT PEAR ? 1/2' CAL. BIO RHODODENDRON 'PJM' RHODODETVORON 24•-30' HOT. eIB 6 4' O.C. t �• , •:� . A 4 A , 88 • A A :. ,• A A A / +• 78o-24". CONT OR BIB !1! 6 C i`- JAPANESE PHOTINlA ' A C) 18 PHOTINIA GLABRA r}t t"' .�`: •'� A A A :. /� • 28 PRUNUS StRRULATA 'KWANZAN' KWANZAN FLOWERING CHERRY 2 1/7' CAL, SAO Q 37 VIBURNUM PVCATUM T64ENTIDSUA/ DOUBLEFILE WOORNUM 5 GAL, CONT. O 5' aC. G` I S 1 E A A A A A A m 44 EtJONYMUS ALATA 'COMPACTA' DWARF IMNGED EUONyvUS 5 GAL, CONT • 3' O.C, air "d A A A A A� 79 XNIPERUS CHIN£NSIS COMPACT PFITZER XWPER 5 GAL.. CONT. O 4' O.C. • • 'PFI TZERANA COMPACTA' , +''t �,• • 9 ACER RURRRUAI RED SUNSET' RED SUNSET C-•a . , � .•� ,: .. . 2 FLOOD LIGHTS GN MN T. MAPLE ?• SM p Com' ® 5 CORNUS SERK.YA REDOSIER DOGWOOD 3 GAL., CONT • 4' O.C. KIM - AFL 1 70 METAL HALIDE. INSTAL PER Q 73 RHODODENDRON cX CIDENTAIrS WESTERN RHODODENDRON 21"-?4', BIB • 5' O.C. v�1 OREGON r .� ASSORTED COLORS �r MAN. SPECS. PROVIDE N POWER AND CONDUIT / 20 PLATANUS ACERFgl1A LL PtANETREE 2' CAL., O sar RHODODENDRON 'JEAN MARIE' RHODODENDRON 36'-42', BIB • 5' O.C. C, AS REQUIRED) V r' 30 CHRYSANTHEMUM X SUPERBRIM 'SNOW-ADY SHASTA DAISY 1 GALLON u 10 ACER PLATANOIDES 'EMERALD QUEEN' EMERALD QUEEN MAPLE 2' CAL., BIB ; 3 CERCIS OCCIDEM TAUS NES TERN REDBUD• 6' - 7', 3 CANE MJN. ,( / 50 HEVEROCALLIS .HYBRIDS-'DWARF DAYLILLIES 1 GALLON (YELLOW) �c ►.. RECREATIONGAREA P PLAN ;:2 UDOTSIMA MEF..'IESII DOUGLAS FIR T SHEARED =� lBFR1S SEMP£R VIREN5 TILE GEM' EbERGREEN CANDYTUFT 1 GALLON �y CL SO LITHODORA QIFFUSA 'GRACEYYARD' GRACE WARD LITFIODORA 1 GALLON p 1•.- 19 'MUJA PUCATA 'HOGANI' HOGAN CEDAR 7'-8' HGT., BIB .30 POLYSTNCHUM MUNITLIV SMC)RD FERN i GALLON N. � 411 3G.GLE I'•;0'-(a' 50 PbTENTA'lA TABERMA£MONTI VAR MAMA SPRING CINQUEFOIL 1 GALLON a 5 Crows D A DEODAR CEDAR 8'-10' HGT•, 80 5 RHUS TYPMNA 'LACINIATA' CUT-LEAP STAGIfORN SUMAC S GALLONS De !VOTE: NORTH 0 10 20 Av THE INf'lll PLANT MATERIALS iMIL BE HAND PLACED BY TF>tE' PROJECT •A �Tlf'777J1� �'�" LANDSCAPE ARCHITECT !N THE DAY CRE£KBED AREAL THESE MATERIALS 11_t'Lt] COTONEASTER DAMMERII 'CPRAL BEAUTY BEARBERRY COTONEASTER 4• POTS • 3' O.C. *LL BE PLACED PRIOR TO PLANTING (WOONDCOVE'R. 4 , COTONEATSTER DAMME•RII 'CORAL BEAUTY BEARBERRY COTONEASTER 1 GAL • 6' O.C. --- -- -- -- -_— - ___ _ _ –.I-1_�A� _.v._ __ _ •• NNCA AdlYOR WERIN/NKLE 4" POTS • Id• O.C. �____ W z +; FINE SEED LA NSW, SEE SPECOCA TIONS O 33 4' -5' OIAW TER BOULDER (BOBCAT ROCK) ptA Y BASALT 3 3 ROUGH SEEDED. SEE SPECIFICATIONS 0 •28 2'-'3' DfAMETER BOULDER (1' MAN ROCK) GRAY BASAL SEASONAL COLOR VERIFY COJOR I VARIETY SE TI • 1 1 y` ( LEC ON W/ ONlVfR S REP.) 4 POTS II 1? O.C. 1 1 -2 DIAMETER BOULDER (1 MAN ROCK) GRAr' BASALT SHEET�E.T, �:•:• r g C� x Lu 14999 SIN Royalty Pkwy ;2 j ! 4 L 1 - 04•Il..a�w.�a.•1�•rw•......w.�• f` —' SIT 96-0018 — .■. -- I J 41 of 53 Nod imm IF THIS NOTICE APPEARS CLEARER THAN THF 0UT_ i 1,9qR DOCUMENT,THE I)OCUME,NT IS OF MARGINAL QUALITY, MICROFI I,MED 1111111111111'i'11i!iIll i11,! i IIIIIJI�IJIII I'11i1111'lllllll lllllli�ilill I IIIIrII�i1lll I Illli,l�lll�! i Illlill�illll 11111i11�l�lli I Ilillll�illl!ll I Ilill�l�l�lll'llil!II�I�I�Ii 1 IN" mw IN CN IIIA 3•— UD 611111111111,!I!!!II!1111111!1!!!!1,!!1111I!1•IIIIIoll!!1111!! i!1!In!11!111111111►i1!1!11111111111111!1 III ill!Illulrli1fl11lIIlI! 111111111 !I!li!!!�-�IIIIIII� I!I�II�I! I�I�i11iI IIIIIII!) !ttlllllii!!!!IIInIllnllnilllll�;Ill�It, 0 I 4 QCID � �--►� 2 4 LA. 6- SLV 511.51 Q NOTE f a CL ; SEE SHEET 12 04 FOR IRRIGA 7 ON DETAILS AND ADDi T1CNAL NOTES. Q (L 4" St ti' IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED T'HE FOLLOWING G.P.M. OF � � � WA TER USAGE PER SCHEDULED PIPE SIZE. '�� CL o Z i \ , FLOW T PIPE SIZE_ r.s" 21 1 - 1? Gvl. 3/4" Class 20G PVC ,.\! Oil, 4 1. _ 1 .1 { 12 - 20 Gal. 1 Class 200 PVC }` 20 - 30 Got. 1 1/4" Class 200 PVC 1-. a " \ s' ` _ 30 - 45 Cat 1 1/2" Crass 200 PVC � . ca t s 6 SLV `' 45 - 60 Gal. 2" Class 200 PVC ac 1 60 90 Gal. 2-1/2" Class 200 PVC (J Q y i 6" SLV 'fes 6m SLV �Y 4" SLV 6w SLV •r $x /�., �; � � � ` it 1 / � .. '•,, A \� SLV 27 �, f 15 SLV 6" SLV E3 4" SLV �✓ \ ry ,fit \ u 24 t 200 p OR. GO k7 74 �7 1.5• � 4' SLV ti 1�' ? ` / �' � '' ` ' 13 2J � 6 Sl.V 4" S 6" SLVSL L V ' 4' SLV ; '/ 4" SLV� \� �12 6" SLV / 4" SLV ci a i Ld cr MA TCHLINE SHEET L2.02 w . A r� SCALE 1'.3®'-®' m iii V) © to ® ` M n C5 X NORTH _j SHEET 14999 SW Royalty Pkwy UA � SIT 96-0018 2 1 3 4 L2 * 01 47 of 53 fi 6 •r, IF THIS NOTICE, APPEARS CLEARER THAN THE, 0UT- 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED f I111i11111i11i I(1(1(i 1( I(Ili;111(INCH ! I !(!(� Iii!!(! i I(I(i!I�l!i(i ! !(I(i!!�l!!(I ! I(I (lII+I(!�! ! !(!(!!I+i(I!i!I t i(!(!�►(!(I�I I�I(!(l�I�I�lI w , CMIM -T— MAO! MI IIIIIilli�llllllllllUt!�IIIIt�IIIi�;;!lut!nttlltt!!t!t!tlutltitt tiltlntt itlt! !nln!!!nnittnlnninn!nn!!t!!Itlt! !!!!I!nll�!!!!!!!lltnllnntn�!{nl�I!!�!I!!lll��,!�111!IIIlllllli II11!ifii IHI!Ilttiillt!t!t{ nttl�tss ltnitIt -mtnnhtn tnllnttlnn!!t!llnnlnni!!n! �I i MA TCH`„INE �SHAT L,Z►.Di --__- . ' 4- SLV ��■�/ CID I —� 6" SLV 1 4 f. ` 1. " ` q rl calm) s ��. '�"� �� 6' SLV • y 0� 4" SL V c t / 6"' SLV b , Vt ' ` 1� 1.6 1 _Aj ` 6 w SLV 4 " SLV ' 1 1.3' �$ �Y C -�, a 4 / J17 77 L v f i 32 POMIT 0� CONNECTION THIS LOCA TION SEE CIVIL DWGS. - 2" STUB-OUT PROVIDED 41 BY O THERS. PROVIDE & INSTALL " w A 2 BALL VALVE, 2 DOUBLE CHECK VALVE, `' Q O � i 42 3/4" QUICK COUPLING VALVE, AND MANUAL � -:9 7 DRAIN VALVE IN FIBERGLASS BOXES AS 4 SLV '--t}--•----- 6' SLV � ` � F ?• � SPECIFIED. uj << SL _ L V 3 4 SLV , 6 SLV p i 1-5• V 6" SL v 2 , V� Q CL 117.5* 1 53� 54 5 �( , t9 1 5• a" SLV t 5" - 1 �' 6" SLV - 2" MAINLINE w J ��,, �•/ C) 6 SLV -'�. \ � � -•.` 0 6 SL V ► 52 Q L z {' ---�- - SLV '"✓ U Lj cr_sonow" cx ca maW Q tr- 6" SLV !' �e ■ + 44 12 A '• R 40 A 50 45 • !+ to _ - ,.s" ; 000 1.5" '� 4e '000 -- _ _�- ; _\ 1.5- 1 TZ 5. CONTROLLER LOCA TIONS IN STORAGE low �" u /� -(VERIFY) - PROVIDE & IN THE HYDRAULIC DESIGN ASID PIPE SIZING, OREGON �1 E� / INSTALL ALL T'WOI RAINBIRD ISC-32B DO NOT EXCEED THE re'UN LOW►NG G.P.M. OF / SERIES ct, WATER, USAGE PER SCHEDULED PIPE SIZE. • WALL MOUNT CONTROLLERS. - s / 110 POWER ON A SEPARATE LO W PIPE SIZE A CIRCUIT AND SWEEP ELL CONDUIT 0 _ A THRU WALL REQUIRED BY OTHERS. 1 �- 12 Gal. 314" Class 200 PVC ' 12 20 Got. 1" Class 200 PVC 20 - 30 Gat. 1 1/4 Class 200 PVC 30 - 45 Gat. 1 1/2" Class: 200 PVC �, c 45 - 60 Gal. 2 " Cross 200 PVC Y 60 - 90 Gal. 2-1/2 Class 200 PVC / c., v MATCHLINE SHEET L2.03 u A Y W a. y ILL 5 4 J � M W Z � a 41 s � ACL a z NO TE -- SCALE r.�a -+�� �' m d SEE SHEET L2.04 FOR IRRIGATION OETAILS AND ADDITIONAL NOTES. NORTH ® ►.� � b� SHE.'( l_J W 14999 SW Royalty Pkwy ' j 7 02 SIT 96-0018 r�w�"r.... r.."" .r...n . n '� ........w•... � s 8 L2 * 43 of 53 5 � a?,� �. ►` f..�.� ? •ftj. IF THIS NOTICE APPEARS CLEARER THAN THE 'T 7 INV DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED (Il l ��! Ilil !i ili�N+ ilil I lIIIIIi�lllll I II!!I!I�IIIII{I III{Ili�lliil i !Ill�jl� !(111 I ililillll{Ili I IIII i!I�ilill i'111111:Jilljl Ino IIII{Iljlli{III illll�l(III!I IIIIIII�IIfII! i111111n;11111111111111111!1 In11!+iilnnl;nili;iil;in—Iii i n!+l;ni ;;;ilin ��iliinliniln11i11111111hi III mIli Iulii�i�i�;iliii� iiri!fi1�11;i;;ii!;+;;I�t�II�llJlii;IIIIf;!!i!!I!�i�I�iatlii�il;inh��il,Riiinnl,;�l:. 1 r 7- #4,4 MHUME SHEET L2.02 n mom C ' 4 5L It { � w 04 �. /ter �'� �► 1.3" � ;. E 6 SL V tAi S 77- \ / 4 54. to {` 1 6w SL V v 4" SL V 2 � \ ,�. ... / � •fir / J _ Q) i \ Cc I �... � � 4 SL v 41 12 V I �r �4" $LV Q Q \ ����� �► A 6" SLV ` 40, SLV .� \, ! : _ CL IN THE HYDRAULIC DESIGN AND PIPE SIZING. POINT OF CONNECTION THIS LOCATION - - � �� � r•5" �. � Q � Q ' SEE Cl DWG S. - 2." STUB-OUT PROVIDED iJ 6" SL VI DO NOT EXCEED THE FOLLOWING G.P.M. OF f9 BY OTHERS. PROVIDE �c INSTALL A 2" WATER USAGE PER SCHEDULED PIPE SfZE. BALL VAL VE, 2" DOUBLE CHECK VALVE, •- FLOW 4 SL V PIPE SIZE 3/4 QUICK COUPLING VALVE" AND MANUAL DRAIN VALVE IN FIBERGLASS BOXES AS 1.5 � 1 - 12 Gal. 13/4" ----_ � SPECIFIED. � '' � .•, ,,: Class 200 P V(, 12 - 20 Gar 1" (PI " 4� , V C Cross 200 PVC _ 20 - 3C Gal. 1 1/4" Class 200 PvC is , U Q 30 - 4`� Gol. 1 1/1" Class 200 PvC i.3` CONTROLLER LOCATION ON BUILDING - 45 - 60 Gol. 2" Class 200 P vC WALL -(VERIFY) - PROVIDE doQ) f 60 - 90 Gol. 2-112" Class 200 PVC INSTALL A RA/NBIRD !SC- '4B SERIES C — — WALL MOUNT CONTROLLER`- e� Q \,- r.. 110 POWER ON A SEPARATE SEPARATE CIRCUIT REQUIRED BY OTHERS. �. tiF O` 17 0V) GIs �.s" � ���� t •fid OREGON `SAE ILL } V O IMPm o ca w z2x 8 c„� = Q.- 0 - w_ W � I f7 q A �4 a a n , —,a- ° c M Z v x N 0 SCALE ?'r3G" -®' w m co t► NOTE �, o v SEE SHEET' L2.04 FOR IRRIGATION DETAILS AND ADDITIONAL N07FS. �— W 14999 SW Royalty Pkwy NORTH SHEET v' slr 96oo,e m 1� .3� i r F L2 , 03 44 of 53 I S IF TEAS NOTICE APPEARS CI.,EARER THAN THE !)Lr 7 1998 DOCUMENT,TIE DOCUMENT IS OF MARGINAL QUALITV. MICROFIL.MEU 111111�1(Iilil IIIII(I'1`I� !I!III!�!;!�I I !(1(!(1'!01!(► !(I(!(1iI(I(Igill!�. I1tI!(III(I(i,i�l(li! I I(I(i(I�i�i(l I I(I(I(I(liijl I I(i(i(I�I(!(I(l'1'I(i(I�iII�III Iilll�l IIIIIIIIIIIIIIIIII !IIlIHIIIIIIII!I!!!I!IIIIIIIIiNIIN!lIIIIIIiilt (IIIIl1{I (!!iI!IIIlII!!Illlllli!IIlllilllllll11111!!I(Illlilllllllllilill(III11111III!ill 111111111 11 III Ill IIm111111111111I1T1111IIIIIi 1111(iii{ IIII(i!!{I1111(Ilii�lll!(liil 1111(!111 !VIII{VIII{IIIIIIIIIII�!IIIII! !I{SI I! 'a .. .y r . • �� �• r'Y\'� MYT' .T.4� r.iy:•yf'W" i*` .• p%7. • .Rh - •r ., _ .. 4 i .• . .. ' w i FIBERGLASS BOX FINISH GRADE W/ LOCKING LID IN THE HYDRAIJUC DESIGN AND PIPE SIZING, FINISH GRADE DO NOT EXCEM THE FOLLOWING aP.M. OF --- -- -- F PLANTING / TURF HEAD WATER USAGE PER SCHEDULED plpE SIZE. Now x — DOUBLE CHECK FLOW PIPE S12E _ a -. P. V C. NIPPLE VAL VE ---- A CC 1 - 12 Gal. 314 Cross 204 PVC 1 o � --- P. V.C ST. ELL do EL Fro W GAL V. PIPE do 12 - 20 Gal. 1" Class 200 P VC . 0 FITTINGS TO P. VC. 20 - 30 Gal 1 114" Class 200 PVC P, V.C. NIPPLE LIEADAPTER 6c MAIN 30 - 45 Gal. 1 1/2" Class 200 PVC - TREE WRAP FROM GROUND TO 45 - 60 Gal. 2" ~ FI Class 20U PVC RST BRANCH �,, � 60 - 90 601. 2-1/2" Class 2GO PVC 1 , -- P.V.C. S TREE T ELL GAL VANIZED (2) 2X2. S4S DF 8" STAKES 8 UNIONS _ DO NOT PENETRATE ROOT BALL �►,,,, WITH STAKES. DRIVE .3' MIN. MIN. 4 CU. FT. OF WASHED GRAl1EL TREE TIES M SUMP REMOVE BURLAP AND TWINE FROM - - LATERAL LINE TOP 1/3 OF BALL AFTER STAKING REMOVE ALL TWINE AROUND BASE DOUBLE_ CHECK VALVE DETAIL OF TREE TRUNK TO THE FIRST BRANCH. o PLACE ROOT BALL AT TOP OF MULCH N TS I LAYER. ADJUSTABLE RISER DETAIL MULCH CIRCLE " APPROX.WATER BASIN 2 W FOR GEAR DRIVEN HEADS ONLY) NTS E W-..moi.oo DEPTH MIM. 24" DIA. BARK MULCH CIRCLE � E IN TURF AREAS. O 1 i GENERAL. KEY SOIL MIX BACKFILL A " S SPECIFIED. ,� u w FfNISH GRADE SLEEVE'S SCHEDULE 4SCARIFY WALLS AND BOTTOM OF z ('J ES 4"-- - 6" AS NOTED PLANTING PIT, Q ` LLj =� - PLANTING / TURF HEAD �— --- CLASS 200 PVC PIPE - TYPICAL � m POINT OF CONNECTION WITH 2" BALL VALVE 2 X DIA. OF Z J BARBED ESL FITTING07 ROO BALL WITH MARLEX ST. ELI. 2" DOUBLE CHECK VALVE - SEE DETAIL POLY FLEX PIPE 3/4" QUICK COUPLING VALVE W/ LOCKING L10 L,rj MANUAL DRAIN VALVE BARBED ELL FITTING TREE PLANTING DETAIL RAINBIRD REB.-P.R.S. SERIES ELECTRIC VALVES - SEE DETAIL N TS L> Ilk CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE _`*z DD -- CL LATERAL LINE RAINBIRD CONTROLLERS AS NOTED ON EACH DWG. HEAD KEY CL o w � ^ POL Y FLEX RISER DETAIL z HEAD COMPAN 1 & CA T. NG' _ � U NTS HE - »— _ _ RADIUS � G.P M P.S.I. uj Q:, 0 "r 0 RAINBIRD 10 SERIES 10 .39-1.57 30co O RAINBIRD 12 SERIES 12 .65-2.6 30 qC �„ "GRO-STRAIGHT" TREE TSE. - ALLOW 3" TO C� O RAINBIRD 15 SERIES 15 .93-3.7 30 4" LATERAL MOVEMENT OF TRUNK AT Li (n FINISH GRADE ® RAINBIRD 17 S.S.T. SERIES STRIP 1.7 30 POIN T OF 77E V) c QUICK COUPLING VALVE RAINBIRD 15 S.S.T STRIP 1.2 30 GUY WIRES - 3 PER TREE AND EQUALLY SPACED. 24" #4 REBAR STAKE W/ RAJNBIRD 15 E.S. T STRIP 0.61 30 (2) S.S. HOSE CLAMPS REMOVE BURLAP AND TWINE FROM e • HUNTER PGP-TYPE SERIES TOP 1/3 OF BALL AFTER STAKING. - P.V.C. NIPPLE W/ 13 NOZZLES ADJ. 1.2 50 REMOVE" ALL TWINE AROUND BASE OF TREE TRUNK TO THE FIRST BRANCH. — P.V C S TREE T ELL & 0 HUNTER PGP- TYPE SERIES PLACE ROOT BALL AT TOP OF MULCH ELBOW 'N/ #8 NOZZLES ADJ. 2.7 50 LAYER. NOTE: USE V.A.N. SERIES (]2' ar 15) NOZZLES WHERE REQUIRED TO ti PROVIDE_ ADEQUATE COVERAGE FOR ALL PLANTING AND LAWN -- MULCH CIRCLE WATER BASIN.- 2" APPROX. ac _j AREAS. 6" MIN. DEPTH AND MIN. 24" DIA. - BARK MULCH Q P. V C. STREET ELL � CIRCLE IN TURF AREAS. ',, MAINLINE P. V.C. NIPPLE NO TES � - SOIL MIX BACKFILL AS SPECIFIED. cc -- --. SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. ^� SCARIFY WALLS AND BOTTOM OF IST TURF HEADS IN RAINBIRD 1804 PRS BODIES. PLANTING P/r. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. �,t' T QUICK COUPLING VAL VE DETAIL PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. 2 x 2 X 24" PRESSURE TREATED WOOD ♦ � • • N rS INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. 2 X DIA. OF STAKES OR M)AL. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION ALL l'" MArnfM► SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION c CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE 0 `� OREGON LA � AUTOMATIC CONTROLLER vs um t� THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED CONIFER TREE PLANTING DETAIL � 44p AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING --- rINISH GRADE — FIBERGLASS BOX AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, NTS Q PLANTING AND ARCHITECTURAL FEATURES, « ------ MIN. 2" COIL ON CONTROL WIRE THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR _ a OPTIMUM PERFORMANCE AND TO PREVENT OV£RSPRAY ONTO WA1 KS, ROADWAYS J a AND/OR BUILDINGS AS MUCH AS POSSIBLE. T415 SHALL INCLUDE SELECTING THE BEST u DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW O•. � J CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH a -- — ELECTRIC CONTROL SYSTEM. w VALVE W/ FLOW r CONTROL HANDLE DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS w WHEN IT IS OBW()JS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR = P. V C, UNION ON ONE � 5 DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAW BEEN J SIDE OF VAL V£ CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE Lx BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE MIN. 2 CU. FT. WASHED EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL w R V•C. MAINII147_ GRAVE'I. SUMP ASSUME FULL RESPONSIBILITY FOR ANY REV►SIONS NECESSARY. q CL a m _ v), m w z < , CONTROL VALVE & BOX DETAIL w o N T5 U SHEET 14999 SW /� Royalty Pkwy 1 1 j 4 L2 * O 4 f (� It 96-0018 45 0/53 - -. ._ _ __..�.r...--.�..w..-a._.��...-._.____-i _- .. _.��'. -•- y9l' ..i.� .. .a ..._., ..-.. �....... _._...--..- -- .. _...... ._ r .. w._ ... _ ... ._ ,4 ..nw.wl...w•+..-..., ...•.. .. .. tt . Y. �. $ I.:.'�6 ..�0f IF THIS NOTICE APPEARS CLEARER THAN THE a�'r 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED jIII �IJIJIJI�I I!IJIJIJI�IJII IIIIIJI�IIIII i'I!IJIJI�!JIJIJI IJIJIIiJIJIJI+I llfl�jljlllll I IIIJ;;Ij►!!liVil11JiJ!JIJIIJJJIJ�lIIjJ ! lJIJlJl+III!JJI � iJllllillllll I�!JIIl+I�I� • —INCH MAO[ m cm ft 1 � _.__� _ T— _ I +n+ln++ n++!++nl+n+l+n+l++++I++u!nn!++++ +iiil++++i++++$ li+�ii�++nlnnt+u+!++n�Illli{III+IIlllllllllllllllifllll!1111 Ilil�l+ii �IIIIIII� 1111111+1 +nil+tit�it�i+lnt+ �u+le++i !nil+n+i+++iliiiiln+i! i++Inn!;iui��� r i 5.00 -- t LEASING & RECREA T 1 ON BUILDING ; IL 45.00 5 00' 10 5 I c) 121 I i _� i / ���� ''� � '-� _ 1 10 v' 9 6 4 8 8, _ 1 12' X 12' g EXERC I SE & MA I NTENACE WAD 1 NG FAC It. ! 1'Y t° 4 � ..__________ -_ .,i 1 � FOOL g 00 49 84' i - _------------ I : 7 L 1 f 4 5 t3 W S W 1 MM !NG POOL � � I \ I rte' 3 i T YP. \ I r I 4' 58.841 P j i 54.04 2 \ 7 4 z 1 1 I Q) '� Q / �--- L&j CL a POOL DETAIL PLAN 1 �- I SCALE: 1"= 109 L3.01, � I O. 0 CL Q 1 f Q J z ' ftftft 4 12 7 ~ � __ a POOL PLAN LEGEND CONSTRUCTION NOTES ? 6 MIN. coQ of Q r FOOL DECK R I BBUN ORA I NS TO BE 1 NS TAL L ED AS INDICATED pN PLAN. ^� POOL WAS APPROX. 250 L.F. 0/' N.O.S. #8003 WITH BOTTOM OUTLETS I. POOL DESIGN AND CONSTRUCTION BY CONTRACTOR. ACTUAL POOL SHAPE, 1 _ _-----_._-. _.�___� �...�._ • AND ADAPTERS. MATERIALS AND CONSTRUCTION MAY VARY SL 1 GHTL Y FROM THIS PLAN. (n 2. COORDINATE ALL POOL DECK CONSTRUCTION WITH BUILDING COLUMNS AND SITE �� -- SIDEWALK PAVING INSTALLATION. - 4 CONNECT POOL DE,"K DRAIN TO STORM SEWER LINE, WHERE NOTED ON CIVIL 3 PLAN. COOPS 1 NATE �.'.A !N AND INVERT W 1 1 H STORM SEWER BUR I AL DEPTHS 3. CONTRACTOR IS RESPONSIBLE' FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. �5'` 4 O CAS T- I N-PLACE CONCRETE POOL STEPS, 6" R 1 SER (MAXI MUM) AND 18" TREAD 4. ALC DIMENSIONS ARE FROM OUTS 1 DE FACE Of PAVING OR WI L S, UNLESS NOTED 3 W �u DES 1 RED VER 1 FY NUMBER OF STEPS WITH POOL DEPTH. OTHERWISE. _� o z 4 LIGHT BOLL AKDS (1 I TOTAL). SEE ELECTR 1 CA;. 5 I TE PLAN. - i LOCATE BOLLARDS 18" FROM EDGE OF POOL DECK AS SHOWN ON THIS PLAN. 5• CQNTRACTOR SHALL SUBMIT 4' X 4' SAMPLES, OR AS OTHERWISE NOTED IN SPEC'S., 9 INTEGRAL JUNCTION BOX INSTALLED FLUSH WITH PAVING SURFACE. OF ALL PAVING FINISHES AND COLORS W 1 TH JOINTS IN PLACE. ALL SAMPLES SHALL w BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. I (Q) 50. SWING GATE (2) IN POOL FENCE. SEE DETAIL 1/L 3.03. PROVIDE EMERGENCY EXIT V)\��� . PANIC" BAR ON POOL S IDE OF GATES. INSTALL PANIC BAR DEVICES PER APPROPRIATE 6. ALL ELECTRICAL 1 CAL JUNCTION BOXES FOR POOL BOLLARD LIGHTS SHALL BE I N * STAKE LOCAT TONS � - -. - BUILDING CODES. PLANTING AREAS AS APPROVED BY OWNER'S REPRESENTATIVE. !r\ - �6 STAINLESS STEEL POOL LADDER, (2 TOTAL), PROVIDE SHOP DRAWING PRIOR TO INSTALLATION REQUEST APPROVAL BY LANDSCAPE ARCHITECT. ; GI s?+Z FOR OWNER APPROVAL PR f OR TO CONSTRUCTION. 7. PROVIDE FELT EXPANSION JOINT W 1 TH SEALANT (OR WA. CO. APPROVED EQUAL) e �> WHERE PAVING ABUTS CURBING, BUILDING AND COLUMNS. VER!FY COLOR OF SEALANT C�� �\-f\`� . � 7 ORNAMENTAL METAL FENCE. SEE DETAIL 1/L3,03. LOCATE FENCE fi" FROM EDGE OF WITH OWNER'S REPRESENTATIVE. , PAVING, IN PLANTER BED. CONTINUOUS AROUND POOL DECK OR SUPPLY MOUNTING - RECOMMENDATION T ION I N SHOP DRAWING FORMAT FOR OWNERS APPROVAL. 8. POOL DEPTHS WILL VARY FROM 3 TO 5 FLET MAXIMUM. R OR$�ON i 8 CAST- IN-PLACE CONCRETE DECK PAVING, FINE SWEAT F 1 N I SH, NATURAL GREY 9. POOL FINISH AND COLOR TREATMENTS PER CONTRACTOR RECOMMENDATION. LEGEND COLOR. SEE DETAIL 2/L 3.03. _ - O �� � THESE MUS' BE SUBMITTED FOR LANDSCAPE ARCHITECTS APPROVAL. _ _ _ , i "� ONE "ECONO POOL-L IFT" AND ANCHOR BASES AS AVAILABLE FROM CASCADE �� _ _� M LL .lp�i 10. POOL PIPING, MECHANICAL, AND FILTRATION SYSTEMS PER CONTRACTOR ( 1 ) COMPACTED CRUSHED STONE SASE (MIN. 4" OF i/2" MINUS). POOLS (503) 620-6174. INSTALL PER MFG. RECOMMENDATIONS. RECOMMF,VDAT ION. � �.� rLl 10 ATTACH ORNAMENTAL METAL FENCE PANELS TO ARCHITECTURAL ' cx COLUMNS. I I. POOL SHALL RECE I VE UNDERWATER L IGHT I NG. FI XTURE TYPE, LOCAT IONS AND 2 POOL WATER LEVEL. VER I f YLOCATIONS AND HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. INSTALLATIONS PER CONTRACTOR RECOMMENDATION. /� l 3 ) POOL BOND BEAM, S17.E AND REINFORCEMENT PEE' POOL CONTRACTOR. 1 t 5TA l NL E55 STEEL SWIMMING POOL HANDRAIL (1 TOTAL). 12. FENCING CONTRACTOR SHALL PRIME (1 COAT) AND PAINT (2 COATS) ALL ./ EXPOSED METAL FENCE SURFACES. PRIMER AND PA 1 N T TYPES, APPLICATION METHODS, `� v J 12 8' BENCHES -- (2 TOTAL.) - WABASH MODEL S603 OR WEBCOT MODEL T6STDPED OR AND COLOR SHALL MATCH METAL RAILING OF ARCH I TECTURE. VCR 1 FY ✓ UNDISTURBED SUBGRADE. uy APPROVED EQUAL VINYL COATED EXPANDED METAL I NGROUND BENCH. INSTALL PER PRIOR TO CONSTRUCT ION. E �� MANUFACTURES RECOMMENDATIONS). 5 POURED-IN-PLACE CONCRETE PAVING, MIN. 4" THICK (2500 P.S.I.). o 13. COORDINATE POOL DECK CONSTRUCTION FINE SWEAT FINISH) U Z w 13 UNDERWATER POOL LIGHT (t TOTAL - SEE CONSTRUCTION MUTE 1 I ( I.,H) WITH SITE SIDEWALK,DEWALK, �•- " ,� ) FENCE AND GATE INSTALLATION. (� 6 10 GAUGE, 6" x 6" WELDED WIRE STEE►. FABRIC REENFORCEMENT MIN. 2 COVER). ( z 14 POOL DECK AREA DRAIN. SEE DETAIL 1 L 3/L 3.03. 14. I T I S THE SWIMMING POOL CONTRACTORS RESPONSIBILITY TO PROVIDE Cx DRAIN IS 4 DIA. GRATE, N.D.S. /12. SHOP DRAW I NGS ,+'OR WASHINGTON COUNTY H&,L TH DEPARTMENT FOR REVIEW, ( 7 BOND JOINT, MATERIALS AND INSTALLATION PER POOL CONTRACTOR RECOMMENDATION. v w APPROVAL AND PL:RM 1 T T I NG. 8 ) A 15. THE CONCRETE DECK 1 NC IN THE POOL AREA TILE FASCIA, PATTERN AND INSTALLATION PER POOL CONTRACTOR RECOMM�'ATI • ON �--' cr WILL. HAVE. 3/4 DEEP CONTROL JOINTS W 1 TH 114" RAD 1 US. THE CONTROL JOINTS SUBMITTED FOR LANDSCAPE ARCHITECTS APPROVAL. � r WILL BE PLACED ON A 4' X 4' GR i D BEGINNING AT THE MAIN POOL 00F. THIS SPACING m m WILL ALLOW THE POOL RIBBON DRAINS, WHICH ARE 4' FROM THE Pt'y,,L EDGE, TO g POOL. MATERIAL, THICKNESS, REINFORCEMENT, COLOR, FINISH, AND � ,p V) BECOME FART OF THE POOL DECK PAVING PATTERN, EXPANSION JOINTS, AS APPROVED SEALANT PER POOL CONTRACTOR SECOMM z 0 ED EN"DATION. REVIEW WrTH LANDSCAPE ARCHITECT FOR APPROVAL. zu 3 i K, BY THE WASH/NGTON COUNTY HEALTH DEPARTMENT', WILL BE MADE PART OF THIS GRID - .\ w Cal - w SYSTEM WITH MAX lMkirf SPACING OF ZA' ON-CENTER 80TH WAYS. ! ! o � CONTACT LANDSCAPE ARCH I TECT PRIOR TO PAVING FOR JOINT PLACEMENT APPPOVAL. SCHEMATIC POO,�PA VI NG DETAIL 2 SCALE: N.T.S. L3.01SHEC1' LAJ 1499f1 SW Royally Pkwy � J 2 ' • ........ , - SIT 96-0018 �•ar�....sn - 34 ....r.al..� 1-- .�rrr5.....1� 46 of 53 g L30_ 01�w..�.•�w•w. "�+�����+s�n..�,u��wl 8 �.�•r+ u. , y . i f IF THIS NOTICE APPEARS CLEARER THAN THE our I -199A DOCIJMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MI RGr][,1NI n 1►1l1l� �I Iili �I�II�M��I JI i I�IJI� I�I�lJI IIJIIIJI�IJlJIJI lJi�l�i�lli�l i lJllrjl� illJl I iJlJi;l'llll; ! IJIJilI,►JIJI I IJIJIJI'IJljl I IJIJIJI�';JIlIII 1 iJ1JIiiJiJIJI I�1J1�1�1�lIi1 T--' 71 i�lli►�►iiilil�ilillul,Bill,n�iiu„inilinilin,ln.11nnlnn uiiliiii iiia:iininlilnlliinllnilinlillnlllillliin ii!ilnlllllnlnlllilniklllill1111u,1ill,llilll�fillln11millu, lullilllsniiJl,ti illlll:m; n1�ll�es��l��ll�It ►il1l►iiil�ulllliiNllilli,1111I11�111�1uIl;=nil„ I e a:.• .r "r t •..il"i`" y ��`', . -` •�~x raw y 1 y F �':. dk`-.M.. - -S \. 1, 11 ! .+ "..i'�k .,.., } « ti�. . ', 4 y ° p i'p + !.•K �,+Y i. a,, "� P +"y�' ;M ''.3 f '•. , /l � N ,,,rJ G} °• Y' !'' =+ L. '1d 1 " Ry P., Y' 6 ;. j' i ;,k � +n�.i _ M 4 ' Y� iX- NN 1 NG � .A F qN U° �. •� �.4-- fir„ 1/2 RADIUS (TYPICAL) TOT LOT PLAY AREA FENCING & ENTRE GATE. SEE DETAIL THIS SHEET. LAWN OR PLANTING AREA vi PLAY - AREA r� POURED- IN-PLACE 4 X 4' X 4" DEPTH EXPOSED ACGREGA TE CONCRETE PADS. :� • �r PROVIDE A 6" SPACE,BE- T WEEN EACH PAD `•R _ � ''� '` AS SHOWN. - 4" CONCRETE PLAY AREA EDGE 1 /'---` �► / j~ ` • Wl TH BROOM FINISH _r , // �a t .. Q� `► — 1 /,2� -SEE DETAIL 3-L ;�•,,� (2) #4 REBAR CONTINUOUS ` 3.02 f OR AI� PLAY AREA DRAIN DE I "'L~ .,.•,� MIN. 2 COVER ON ALL STEEL. dS' ,, DUPON T T(PAR #3301 FILTER FABRIC OR �•, � ' �_ 3.02 `•� -s "'�'` �� ,� ,.r APPROVED EQUAL (BLANKET ENTIRE PLAY AREA O J kA(! SECURE TO PLAY AREA EDGE WITH SILICONE i OR OTHER APPROVED ADHESIVE. VE. � I IIIIIIIIIIIIIIN mew r ,� I' '� J � _'- � •/ �`--- wOCG CHIP FALL MATERIAL. FIBER SYSTEMS, '` a i.i I, / �r SF FALL OR APPROVED EQUAL. MIN. 12 Q 1 Q 3- DEPTH OVER ENTIRE PLAY AREA. �'"" Z TYP)`, - 8 9ENCHS - WABASH MUDS S605 OR WEBCOT W 1 I 61 MODEL_ TSS TDPED OR APPROVED EQUAL (VINYL i4 ~ '; cb --..� ( T YP) � ,,,✓ COATED EDPANDED METAL I NGROUND BENCH. ^ � r +'' INSTALL PER MANUFACTURER'S RECOMMENDATIONS). I �'+J (� EXERCISE & MA I N TENACE FACILITY t _ PLAYGROUND CURBING AND I N TE R l OR FALL DETAIL SCALE: NTS C.) :zi L3. 02 LA • V Q -..J - _ Q. TOT LOT PLAY A REQ � ;� � o + - 1 SCALE: I " - 10 ` �� o L3. 02 BARK CHIPS SEE Q ►- Z Q PLAYC:!tOUND DETAILw sr THIS SHEET f ---- FILER FABRIC Fes► 0:: J --- -- -- � LEGEND: N /f^ o t ar ► v �i _ f /� 10 0 CONCRETE SIDEWALK BEYOND. �, C = -�-- SEE UTILITY SHEET 4 O. C. MAX. FOR CONNF_C TION Q SELF-LATCHING GATE LOCK. ••` • •;"' . -� 3. 1 1/2" SQUARE STEEL VERTICAL TUBE. 4. SELF-- GATE ,.,,- .• ' .•,, . •.w' • . ' � CLOSING G'A TE HINGES. '° O �--------I CL a !I2 12" SQUARE, POURED--IN-PLACE CONCRETE POST o e FOOTING. SLOPE TOP 1/4". SET POST INTO `� 1c 42 MIN. CONCRETE PER CONTRACTOR RECOMMENDA i ION. 8 ) 1 1/2" SQUARE STEEL TUBE. AGI S T4 5/8" SQUARE STEEL TUBE VE.RTICA!_ PICKETS, CE4TE-R P IN RAILS. SPACE PICKETS 4" O.C. MAX. LAY AREA DRAIN 3 44r ,� SCALE: N. T.S. � �.C� FINISH GRADE. FENCE. BOTTOM SHALL FOLLOW GRADE e OF SLOPES ON POOL DECK AND PROVIDE 4" MAX. DISTANCE TO GROUND. ALL POSTS AND PICKETS SHALL 0 GO l.4 BE VERTICAL. FENCE TOP SHALL REMAIN LEVEL. 4AE �g X 4 X 5 --6" SQUARE: TUBE STEEL (2 PER GATE) FOR GATE ENCLOSURE OSURE ONLY. 24" MIN. lU. LLFENCE POST SUPPORTS SHALL. BE 2" X 2" X 5'--6" SQUARE o 3 1 TUNE STEEL. MAX, 8 O.C.. ' { ALTERNATE FENCE POST MOUNTING TECHNIQUES FOR THE POOL DECK ARo c� I —I EAS ]C h 10 SHOULD BE SUBMITTED IN THE SHOP DRAWING FORMAT T(, THE PROJECT v cf LANDSCAPE ARCHITE.•CT FOR APPROVAL PRIOR TO INSTALLATION. � -05 w _ Z a -- 12 NOTES. s TTx X a '-----i•1 i' ` i f i `'i � Lu 1. GRIND SMOOTH ALL WELDS. z 2. CAP AND WELD ALL POST ENDS. Q. f' A 3. 1 COAT PRIMER & 2 COATS PAINT FOR ALL STEEL. TYPICAL TOT LOT FENCEENCLOSURE MATCH ARCHITECTURAL METAL WQORK IN APPLICATION � X ON AND COLORS. AND SWING GATE DETAIL 4 0 - 4. SOUTHERN FENCE EDGE TO BE LOCATED IN PLANTING BEDuj ! 3 SCALE: N.T.S. ��-•- — - �.-- E SH � � 3 L3. 02 SE EET L1.04 FOR LOCATION. v P 5. FENCE PANELS IN LAWN AREAS TO HAVE 12" MOW STRIP OF BARK CENTERED TERED ON FENCE. SHEET V) 1 z 14999 SW Royalty Pkwy SIT 96-0018 I ! ■....,�e .v 5 b L%5o 0 2 � 47 of 53 1n i r, rr • � �,i� . I .......a 1i$ 1 Ab IF THIS NOT•f.CE APPEARS.CI.EARFR THAN THE O(,T 7 1'99P IN)CI1I4F.NTa'I"HF DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IIIIIIlllll 1; 111 1'11111Jill ILII !I;II�iJllill ! l�IJ� ,� llljl i 11111;1�111Ji ! I ,II!J1�111J1 i IJIII�I�IJIii I I�I,I�I�;�f1111 I i�l�liillllJl IJIJIJI,IIIII! 1 INCH iAAa! IN CN1N� 1111111111111111e1i011111111`11,11`111 ll ! l II!III!!II!!f !!if !!I _ 11!11!III!!111111ff1,1willl1 li!IIm !! 111111!IIII!!!I!!!!!,!!, !!I'Is!!! ���11!s�! 11111!!I! !u!I!!�!!!!�!!I!!!lf�,!!!f!!!if�!!!;!!��� r 4 ..:. 11,-+'1A1 -,,, " ,._ p ry,. .... j .F.,•, •'. .. :nPA , �[ ,•�..�� �`. r "'. ,�r' '�"' t - x•-5��•• p � .:* ���, Y �« �r:.Y..r'R 11'7.T'.^erf'µH•�i ~y '�.P �1^ ��.. .,-•..•i0 w r+ 442 a 9 6 4 10 11 �,• cow) a�_ 4" 0. C. MAX. LEGE ND. x, 10 REFER TO DETAIL 10, SHEET C1.05 FOR SIDEWALK PAVING • tJ SELF--LATCHING GATE LOCK. y 1 � 0 1 112" SQUARE STEEL VER T1CAL TUBE. ti 2 4rLT e 4. SELF—CLOSING GATE HINGES. 3 12" SQUARE, POURED--IN--PLACE CONCRETE POST FOOTING. SLOPE TOP 114". SET POST INTO CONCRETE PER CON TRAC TOR RECOMMENDA TION. R E 6. 1 112- SQUARE STEEL TUBE. 6 _ 0,� T YP. 07. 5/8" SQUARE STEEL. TUBE VERTICAL PICKETS, CENTER IN RAILS. SPACE PICKETS 4 O.C. MAX. 8. FINISH GRADE. FENCE BOTTOM SHALL FOLLOW GRADE z p OF SLOPES ON POOL DECK AND PROVIDE 4 l MAX. v w DISTANCE TO GROUND. ALL POSTS AND PICKETS SHALL V) • J BE VERTICAL. FENCE TOP SHALL REMAIN LEVEL. 4 V -•...,. U. q 8 2 m 2 4" X 4" X 8' SQUARE TUBE STEEL (2 PER GATE) FOR GATE ENCLOSURE ONLY. 5 �.... J �-'�' !� FENCE POST SUPPORTS SHALL BE 2" X 2" X 8' SQUARE Ec�END o TUBE STEEL. MAX. 8' 0.C.. Z — ALTERNATE FENCE POST M (D FINE SWEAT FINISH SEE CONSTRUCTION NOTE 15 MOUNTING TECHNIQUES FOR THE POOL. LECK AREAS ON SHEET L3.01 FOR JOINT DETAILING. SHOULD BE SUBMITTED IN THE SHOP DRAWING FORMAT TO THE PROJECT ._...—�1' LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 2 4" SLAB OF POURED-IN—PLACE CONCRETE PAVING �" � `•� . U � D _ _ MIN. 2500 P.S.I. CL _ Q3 24" M! 0 10 GAUGE, 6 X 6., WOVEN WIRE MESH N _ MIN. 2" OF' COVER — CONTINUOUS. LL V) o 3 s — 1 � MIN. 4" OF 1�2" MINUS 9 10 COMPACTED RUSHED STONE BASE. o . 5 COMPACTED SUBGRADE. 4+ Q v -i — W CL 0 O cr — - _ 12of 8 CL NO TES: Cc 1. DECK SLOPES VARY — REFER TO GRADING PLAN. TYPICAL POOL FENCE ENCLOSURE 0 AND SWING GATE DETAIL 1 DECK PAVING DETAIL r2L SCALE: N. T.S. L3. 03� SCALE: N.T.S. ,j L . 03, NOTES: F.. J M 1. GRIND SMOOTH ALL WELDS. . 2. "PANIC—BAR" HARDWARE MUST BE ADDED TO INTERIOR OF FOOL GATES PER C. 0.B REQUIREMENTS. �1 S T�' 9 J. CAP AND WELD ALL, POST ENDS. a - ��, 4. 1 COAT PRIMER & 2 COATS PAINT FOR ALL STEEL. MATCH ARCHITECTURAL METAL WORK IN APPLICATION AND COLORS. U OREGON �� CONNECT TO S TORM POOL DECK PA WNG SEE 41 SEWER DETAIL 2, SHEET L2.04 4ple FLOW O ; -•-- -- a d I.E. AS .NO TED o 0 ON PLANS x U 0 m im r 0 ra L., uj x c� z LAJ POOL DECK DRAIN 3 � CrtA_ SCALE: N. T.S. L3.0CD Cal 3 Q A} A F rL m X �+ IV) j uj SHEET W1 0Royalty Pkwy • W SITT 96-00f8 �_ ! 2 4 3 - 48 of 53 5 6 j 7 8 L %3I 0 ydw+ i IF THIS NOTICE. APPEARS CLEARER THAN THE (J1;r 7 199P IN)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICRO►FI I,M EI) S DjO!(lil(I (I(I I(I(IjOljijl iIjljljl�ljljl I'I�I!Ijllljljl!i IjljOi�ljll,l I r!11i!Ij! I Ijlji!I!I!Ij! I Ijl!OI�I!IJI I I�IJI�Ill�ijl I I�I!I�Ili(i!I!I I ijl�iilJljljl OJjljlll�ljl fNCFI MAM m MWA ;Jt!t—tlts-t-sT!t— uslnnlustl!!!! 111117 11 ii,slnss ust!Isss�',ssss!Isss nsl!ssa�ssN!ssssissnlssss !uslnsslsssslsssllnssllssslls.s!slt! - •#, Y r 1. `.,,-.>,r`Er 5W.ii "3.'•' ..^..:-' '' 'i' iti'1 r•` . ay • k, AW 4111* r s. SAND SET PAVE-R5 BEYOND, TYP. : • `' �.�' SEE DETAIL 6, L4.01 4, T.G.. 786.5 Arbor F�1 �- T.C. 362.5 a� �� 36" MAX. ,` � � � SAND SET ROMAN PAVERS, TYP. r "�s`� T.C. 284.5 - arbor Nelghts 36" MAX. T.C. 3 9.5 4" X 6" LANDSCAPE TIMBER E T Nor*MOW" , EDGE, TYP. PLANTING AREA, TYP.--- '"" a r 4" X E" I_ANOSCAPE TIMBER, TYP.-----'- ri SECTION,/ELEVATION 'A' L 4.01 SEC TIC;11E L E VA TIC"� r oil CURB LINE- TYP. - ' ;r T.C. 338.5 _ ONE GROUND MOUNTED F /r LOODLIGHT--� P. F , �— arbor Welgg G ., T.C. 265. �• PER SIGN FACE, TYP. PROVIDE �;/ •�:/•- . '. . • arbor Nsl s t / 36 MAX. _ 36 MAX. PC)WER AND CONDUIT AS REQ. r, a 13 -4 ��: /' /717X T.C. 336.0 '+r''.w�.L. _ �1- T.C. 263. FLAN TING AREA TYP. ,' •. SEE PLANTING PLANS �•' % %f;,!'� , SHEE TS L 1.02-L 1.03 SECTION ELEVATION B SEC TIONIELEVA TION 'D' L4 o !' •' r SIGN MEDIANSECTIONIELEVATIONS r.� W ENTRY 4E PLAN, TYP. �, ,. �;, (/'I 3 r FLOOD LIGHT - 01VE PER SIGN FACE' TYP.. :ire ,��r�/�''• ��, ,� ,, KIM - AFL 1 - 70W METAL HALIDE INSTALL PER MANUFACTURER'S SPECS. (8 FIXTURES TOTAL - 2 PER SIGNBEYOND COLUMN — 2'-2Qc" D 3 4" SOLID GRANITE CAP " SQUARE rr ,,�,�, � ,l- -' / 1 l DOWEL AND MORTAR CAP �� ,,// , C,) 'Q I T -- __L_____ TO COLUMN Q. ; �— TRIM OP BLOCK SO THAT VENEER 4 CAP IS BELOW COLUMN CAP 3" �` PRECAST CONCRETE CAP " ' EXTENDED ENTRY MEDIAN PLAN 3/4 SOLID GRANITE VENEER SIGN FACE �; COLOR - MATCH SPLIT FACE BLOCK {� ----- COLOR - BLACK (OR APPRV'0. 8Y O.R.) � L FINISH - LIGHT SANDBLAST � � a a ---' ri►aSH - FLAME CUT SOUTH ENTRY) LETTERING - 1/8"-3/16" DEEP W/ GOLD PAINT DRIP STOP KERF -- 8"H X 8" W X 16"L ONE SCORE SPLIT (APPROVE W/ OWNER'S REP.) FACE C.M.U. BLOCK, � I 4' TYP. COLOR - NATURAL. Q, �y p 8"Ff X 9"W X 167L C.M.U. LINE BLOCK S/ C- N -1 4" MORUR BED 3'--0" 8" SQUARE CAST BRONZE PIN MQD(S REQUIRED) MOUNTED PLATE W►TH SECURITY PLANS CAPITOL LOGO (4 PER SIGN) 2 w • ,/W BARO 48" O.C-, TYP. � 114 .. 1, — 0" 4.0 - FILL ALL VOIDS WITH GROUT � �4 BARO 18" O.C.. TYP. -• O 4. SLOPE8"H X 10"W X 16% ONE SCORE SPLIT FACE -- FILL ALL VOIDS WITH GROUT TO DR N TODRAINC.M.U. BLOCK, BOTTOM COURSE. ONLY. - 80 8" P.I.P. CONCRETE FOUNDATION COLOR NATURAL. � � . . . FINISH GRADE �L FINISH GRADE V o - - - �r4 BARO 24" O.G. " BOTH DIRECTIONS 6 0 �' BAS? O 24" O.C. BOTH WAYS, TYP. C i_• --1 ---�+ �_---.I 1 t -1 L� 6" THICK P.I.P. CONCRETE FOUNDATION ri PROVIDE CONDUIT & POWER AS REQUIRED 3'-4" ca "SIGN WALL SECTION, T- Y,F—)l CAL 3 COLUMN , 4 r R r 1 1 — � L4. 0 1" = 1' — 0" \L4.0 0 .. � SIGN COLUMN Z J d CONCRETE SIGN FOUNDATION - SIGN TEXT IN RELIEF' s ��- CUT AND FIT PAVERS TO CREATE• CLEAN EDGE LAYOUT AND TEXT TO BE APPROVED BY OWNER'S REPRESENTATIVE _ ! TUMBLED ROMAN PAVERS / (AVAILABLE FROM YWSTCON as 1 -- SINGLE PIECE GRANITE VENEER SIGN FACE I PORTLAND, OR,) COLOR - BLACK OR APPROVED BY O.R.) 2' SAND SE MNG BED wu • ,� • - ' FINISH - FLAME CUT. ' _ COMPACTED SUBGRADE _ OREGON . 1 — 26' X 26" X 4" PRECAST CONC. CAP, TYP. - - ' `� 4" COLOR _ MATCH BLOCK I t __-+� _ , 1. f FINISH LIGHT SANDBLAST +•' i_ - r ; ' -r1+ DJ.CPAVTNG RB SC' A (8 TOTAL - 2 PER SIGN) •9 (�' u 8" X 16" ONE SCORE SPLIT FACE' C.M.U. W) COLOR - NATURAL 3'_0 1 BONZE PIN MOUNTED LOGO PLATE 'f ; i i_---i ` L�. o G (16 TOTAL - 4 PER SIGN) , • " — 8"H X 10"W X 16"L ONE SCORE SPLIT FACE C.M.U. 7 p A • ( -_ ^ COLOR - NATURAL. • w FLOOD LIGHT, TYP. FINISH GRADE 9a v N5 • � G� x Q� R --0 owl _ L�jSAND SET PA V - 4. 0 n m -, z z z \S/ GN WELEVATION1 TYPICAL_ 5 G" SHEET kL4. 0 n � 14999 SW Royally Pkwy L4 * 01 SIT96 0018 45 6 � cn 49 of 53 c t IF THIS NOTICE APPEARS CLEARER THAN THE OLT- 7 199P IN)CUMFNT,THE DOCUMF.N•1 IS OF MARGINAL QUALITY. MICROFILMED JIlI �I�I1I1I;I !�!�I �!il!I!! i I�1!I!I�I�I!I I�I!I!i!I�I!I!I!! I!I!1!i�i!1!i 1 i!lly!"!Ill l I�!!ill11111 1 (!I!i!I1I!I1! ! 1';I!I!1j1(i;l INCH MAOQ IN CHINA _ I�Ililliilllillllillui!Illlllnlinll!nnln,lln,llnlll�l,�lllll nnl::n rn�llnllln{Inll,illllllilrll►111111��1111,111�llllnl�ll,III,III►III�I�II111„mill+-i11,1,► I:hII,II1 ,1111�,,; 'c ,,,►I�IsI liuli,s, in,lsn, ,,,,1,, � wil+► t. PIN MOUNTED SIGN FACE - r� /� v t r _ WTH TEXT AND STYLE p F 24* -- r t)"--0" ---------- ------- / rM TH O fMYER'S REPRESENTATIVE. 24 - 314" X 8" X 8" SO. GRANITE VENEER SIGN FACE 6 COLOR - BLACK . FINISH FLAME CUT G EIG --------- GRAY BASALT BATTERED FACE" RANpOM PATTERN - SIGN PANEL < 1 MOR TAR JOINTS TYP. BOULDERS LOCATED UNDER DIRECTION • OF LANDSCAPE ARCHITECT I - FINISH GRADE W � SIDE ELEVATION FRONT ELEVATION - ---- GRAY BASALT ;1 MORTAR IN PLACE E SIDES OF STONE WALL c i" JOINTS, TYP. - 70P OF 1-OWER PORTION OF STONE WALL ,` - - TOP OF SIGN PANEL #4 4 12" 0.C., BOTH WAYS J I I I 4 _ 4 f !-- III -„- - 4 -.- - -- - TOP Or STONE CONCRETE FOOTING te.ot WALL 11E 1 I ! N- _ _ _ #4 O 12" D.C., BOTH WAYS a q 3" CLP., TYP. a _.~ .--� 7 � , I--! 11--I I I----I I I-- - =1 I - , 4 • , pYre Ito yy n Am Cn scr Iwo► �� ' ��. ��� �'� I M�� ( � 1AIr r .w - l "Now-. WW - Now -now q -_• "MOM /SIM /1 f 0; C � I it I r ` ' ! � t + � I�I 11 / ff r � r ` , ', 1\ ` �` t t - `1 ` ` � ,�. -..' .•"w..i. -« � ^""`.... - _y _.•-••.__ - ./ - '' � / ,iJ� r M Q Z-1 Q) f r t d 111 I ! i 1 _. •• - - Tip '0 !1 (7�) CQ / / f(/ I ' t f 1 1,, , 1 _ 1 1_-w..,_,,. `` - ,.♦ •-~ ♦ - r - .. I Zy '. It �I /I ' l/ l ,I ,� r � 1 r- 1 f � ` ,1 f \ ` ,t � 1 •1. `, 1 1• , ``` ._.. •,. { '- _` -. .. .,- y __ .. _ - -1 `.-` p . t r...,� -;+�- �'"'� -f+-- , ' ) i ,! I i �,\ `,, ti\ f.• - - - - P T 27-1-S7 79 j ; , , �` k� y• � - __ _. SCALE 0 15 0 so 1 1 r l ti - \ _ r� V ' /` I l ` 4 .` �.• �. .. - _ ( FEET ) - - /Kf\�• I Inch _ 30 ft. LAJ V LEGEND 1111 i 1N. STEEL HAS - O NDRAIC w 4 51, `� \ �Z"` P 56. � / 356,15 ,><' \ - 5.39 11 � 14 � \ \ � J150 -56.� 356.2 � � \ ♦ •- -w Q • 1', \ � � ce Q. IN LLJ 56.7 f; `'..w __ ` - - V 3516.2 93 � \ . fy � ( \ l�a,• �'" v CL .00 QL -Cc 6.2 CL Q 1 p �\ .{/ ` .,`r ,\t \ +� .�` _ '-/� s• fir./ Z y VO 7 at cc Y CL 7.2 LLJ '` f f ; 11 1 ,' ` ' l.-` •__j \ \ ,\ i.� �\ 1 '1 ` / �O , _ '`•..•w \ ' y 't 345.00 ----,... �.' M R• , .91 � 51.2 ` ,� , � � �_. •� �.3 �,,, ,,, �350. •,.,,� � • � ,� , ,/' - � �... , --, 1 ' ;,- � .. Z 4 A 1 7 r 342. J \� 331.2 7 ��', �\ 5 331.2 , f' \\ 1 Q) 331. ` 1, .03 330.40 1.45 ` 352.2 , tl \ \\ 48 , %,�` \ 331.7 42.7 34 .352. '33 , , 1 t \ + 7 1.2 - 4 352.2 .4Z' /�, / \ y 2 33 ;r 7 35 4.47 \ 1 1 331 X2.0 40 ,r to .69r _ 5 M 2 3 .2 � \ 43. 352.7 3 � \ 50` \ �� \ � 52.2 �;• (�., � '� % �- ( n a 322.2 3 -�_ 8.zp 0 -, a 352-2352-1 38...1'� � , � .� E c) 14 o Jub 0. Y LL � ` , , < ''• � ;Y, V14 3V, Q� Jlu ♦,34 00 A / �\�. X10 \ _ ".� _.. _ �(�' 1 352 2, CIO c �, «83 , ♦ .2 n 1 '� �, �- `• -'' .. 43.2.17 ) J, ! w Nl* t ♦ 316.20 316.7 - I ", ,, �, , j pe� - - \ - - MATCH SHEET V 301.77 51 r . ''�, ' / \ 1111A N, G Q 14999 SVV Royalty Pkwy J SIT 95-0018 ' 51 of 53 IF THIS NOTICE APPEARS CLEARER THAN THE flGT- 7 1998 DOCUMENT,THF. DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11!lIljllllll�,�'ll!I ! I�I!I!I I I!ijljl�ljl!I I•I!I!I!I�I!!j!!I Ijljljl�!!I!I ! ijljrjij!!Ij) III11!I!Illjl�! l (!!!i!J+IjJ!! ! I!Ijljl+IjljJ I I!!!JI!�IjJ!I�i � I!Ijl�i!Jjl!I IjIjIjI�IjI�II INCA MAIX M cm"llA���-- 1� ���Ili�il�iii� {iiill�ii!lli�liili!I!!i(iiiil�i!iii!!!�ilil!! n!!I!!ii !!!!I!!!�I!!I!ii!I!!!!I1!!1�11!•II�i!!i ii!!�II!i !!!i�l!!III!!!Inn�li!!!!II!1!Ili !11il!I►!!!1!!!II!1�1111f1!!!II!II !!11!1111 !{if!!i!��iii;!e:�;ni�ilt�;� ����li��i uuhi�i �iill�ni�ui!liiil�!nilnn�niil,ii'!���I d e b + y .•'t. 11. � ,,J4 t•• y J , . ,. ,tau"I ,.. ,..J» ., - t ., : .. A • +L'. ,1 �,,,. .:., ;'. �.�,' '�E.�'.v7 ,. , ., ,{,, ,,�. _.'� r.f' }'4 .a ne tAL , + - . AL �83 vu \ '•. -•� \, `•'' • - '`. f � ` �_`--..` �- -.... _ �� 43.2 ♦ 316.20 316.7 \ 1 , 301.71 1 I T, \ _ F ny \ 316.2 �, \ 43.2 ,� '\ MA ITCH L 301.2. ,� \, .2 5• 300.40 , \^1 3ft N,.44 \ � i • I 01.2 ll61.7 7 ~--♦ � �' i 301.2 z 316. / \ �'� �` \\ � ', ,� 1C- , " I � •°a _ ♦ ,'� 318.2 ` \ - L 1.2 __ -- \ / .2 \ . t .43 apo 1, 1 •. 1 �• '� ..1 301.2 a, 07.20 -- N. _ 31 2 \� �. ' , `\ \ \ !' ' I • T _ 9.68 r 92.2 , _ _-__ ---. 7.7 �- � 32Q.2 � •' 292. \ ` \ .40 , 92.2 7.2 -35 ) , 320. ' \ "97 77 #_ 92.04000 307.77. - I ` \NI, _� _ \ ♦ 305. o F -- --1 � \ \ • 320.77 ,�, f A / LAJ fi 320. 32 , 311.2 2 '', •'' '% �! - IN \, \ 311.2 f' P.1. 10f 4j. 75 278.89 \�\ O Z - - \ \ w 280 3 _ - ^n \ � \ 1 11.2 .1%, 32l�. q QZ Q. /.� \� \ �. m T6.77 .281.17311.7 •� � �. � -. 282.84 ► �' .�- ; " - ♦ 311 \76:77 ,t' 2 3 .24 ',� . ~ v Z 2 F _ y \ \ \ 22`775. - _ _ 85.70 .j�, �. `� \ 25. 1 276.77 �. ,1 �- Lu - I285.2 - �/y� ` 1 '�, \ ` `''�. 278.2 f` (? x' Q) �\ 1 C' 285.2 �'� 31 s.2 �• �` T �� 19 73. 2 L 287.2 7 ( "' _ V ti _ 7.2 _ - ti 282. > \ 325.- 285. Q Q. : ~ , ! -^.. '� \t t g N \ �( 67.2 \ �- \ \ 1 .7 11 7-7 87. CP 267. ,. • 2 50 O O / % 77 325 67.2287-2 • Q Lai280 v Z a 316.2 IN • . - - -____ ------ � \ � .. , � 16.77 270 -�--.�.. -'--•--�- � � � \ to 00 000, \ 00 - -, MA TCH L 1 NE SEE H-,3 i \ tl mov N, vi Ar • , � Y {w EL � s 0 0 •F�, SCA( Em LL 4 30 15 .30 60 4 I Inc h = 30 ft. c CDU 4 A o: 1�.CcE[1Q �c S ff El HwNDRAII 4 m m 1 a & W D T"J 2 W Q' t SHEET ' 1 2 14999 SAN Royalty Pkwy 4 SIT 96-0018 5 /•.� 52 of 53 8 I I IF THIS NOTICE APPEARS CLEARER THAN THE 0(,T- 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED WA f►lill��I IfII IIIUKjIIM�ICHMMA JI(I i IJIJIJI�IJIII I IJIIIJI��JIJIII IJIIIJ;�IIIJI I IJIJrIiIIIiI I IJIJ ;I�II,J! I III;,II�IIIiI IJIJIJI�IJIfI �IIJtJI'IJIIIII ;' IJIJt�IJIJIJ, IJIiIi���I�jl • II(IIIIIIIIIIII(!II!IIlIIIIIN(IlII!I!!IIIIII!lIIIIIIIII!! III!I!III UIII!!II (I!II!Ilii!IIllllil 11!11111!Illi!IIII!.ilil1111111!lllllllliilllliilill!Illillll!lVIIIlIII!III111!!11l�I!I!illl!IIII! III!Iilii III {11;1 IIIIIIIIiIIIIII!111 IIIII1111 !1111111!III!�IIIIIINIIIIilllllllllUl�II!! 1 Amkr Cum) F p-3 s . Cow) 11 a ZCID00 � �-- �$ - SEE H-2 MATCH L I NE l tib' 00, Ole 00000' 40 ♦ 255.52 _ 290 09 280 253.7 25 7.2 7 253LLJ . �► ��D A53. 253.77 ,,� ' 253.7 '9/ "'� � �,,, �g • �� �: 1 0.77" .0 244.?_ 253. \ .r .,� �/ 270.2 270.7 C") \ 253.2 `, \ \ , QL 44. 270, r 4 \ ! t 5 .. CL 0 4.2 / t X59.4 25b.5b. ,� 6�,2 ( -- 41:( Z C \\ .� < p "l `�' r •� 25 . / f• 61. S 61.2LJ \ - \ N. „� `24 .2� 258. y �, o' 2 rr .; \ 2 -258.53 258.2 257.17 261.7 �2 9• Q= ca 258.2 f 258.77 iil .,� ,1 Q) \ !. 258. " 1' ILAJ , 53 49. 7 \. �•. ' 49 2 w"`,, 258.3 C .� �� 9.60 `,. .58. .20 49.2 49. 49. 249.2 4 _. i>� 256.7 248.7 e 0 250.80 � 256' � 256.7 ; 0 tai 4 247.0 256.77 257.3 , ( cr_ .. �. 0 _ --_..�� 256• --�,�� 1° '� --- -- 48. 24 47.2 47 247.2 245. cc low w c7 ca co � A _ ;�'�, � baa, _ , � ,� t O aC Da • SCALE (LEGEN30 0 f5 30D �Yl �-- STEEL HANDRAIL ---« \ V) n 15 FEET ` '. x 1 In i 5 1 SHEET r= l� inch r 8. 55 5 �5 ' _� 14999 SW Royalty Pkwy / .r���wr. - �.w�.a.� I \ ..,,r,. p- SIT 96-0018 I.Ibmw \ . �- t ' 1 ( 53 of 53 � , � , �•?. •� 1 ,f:•1r 8 " w,� � AI IF THIS NOTICE APPEARS CLEARER THAN THE JAI"r 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED I�III�IJIIIJI II►IIII�IIIII f IJIJIJI�I�IJI i'IJlJIJI�lJIJIJI I MADE M CHINA IIIIJi�IIIII I !JIJ�jl�i�l�l I IJIIiI�iJl�i f IJIJiJI�IJIJI ! IJIJIJiJi;lji I'IJIJIJIJIJIJIII iJIJiiI�IJIII IJIIl�1'I!l�II INCl1 II!IIIIIIIIIIIIIIIIIIIII111II!!I!�!I!!!IIIIIIIII!IIIIII!!!IIIIII�IlI lINIlI!I IIIiI!IIIIIUIIIIIIIIIIi!!I+!Illi{I!III 1I!!IIIiII!i!iiIIIII!!IIIIIillllll�!Ill�itll=IIIA!III�IIIIIIlIl�llllhl!I�IIII Illl�iili IIIIII{ !{IIIIJIIIi IIIIIIIIIilIIIIII!IIIIIIIIIiI !Ili�iilllil{ililiilllll�ilIIIIII{IIli�lll!1