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13500 SW HALL BLVD-12 M h I OFFICE COPY L1 � j Lit ++ � � '\. '•. .. I � ( •, r -- •,�� ` , ,;. ISI CETAT/ON r c \ \ yl O ., �` Sdelll9li'C N I NSTALL AV-%RRA i,I-SUMO aWWCr 10 E1 YMC .SANER SSE'DSA& AF - f/.JCS 40 \ •: / \ a'i.'[OAR J 3 AP/��E I !5 WIL NSrAU 225'BEND \ 1 ! OJ NSTJ6"WILL 0 ALl. J010 IF Gir 6'PVC p'. -- 7`1C-,GAR �G CEDAR F�17 AP 'LE ' ( S - aa? Y \ 07 C�L7A,4' - I �� 0 / ` 14'CEDAR 1 / 0 NsrAu aEAy ur sa-p!'u �1-26 6 NOL L Y I -t---f�rniObed i / RMV ro G14" 'UL L r' 24'hi?LL)''' , /Food prbriq ,� ,. 1J�Bn l4 all y \ BUFFER LINE � ssrALL f0V IF OF6'PW 16 INSTALL otE`ANour sw DETAIL O I ( I 7 NSrALL SAW LF Or 6'PVC V l II D I �� ,J ` �� ` 1 F c " ` , O s – am ti = ,_ - r __ _ (. !1 NSTALL 45' INSMU 2917 Lf- Or 6'PVC G i T�f s - am .�F TIGARD to AMAfL 225•a Approved..•,,.... ..... NSrNZ S.42 LF or 6'PVC � n d� / 0 he�nati fl __ ^ 1 am roved......................................{ t �. .""�. ' `-� 1 For ;)rely the work as described in: } v I - NSTAtt GYFANaCIT SSE UE TAIL N I , I ` 11 1 1 — - PERMIT NO. o _ a ! ! ll ,1 NsrAU saa6 Lr Or 6"PW SAe Letl::r to: Fol flow..................................... . D _ .. c y. S QOl Attach .. .•... ! \ \ 4t V `�_ �' Job A drt3ss. ( ' --= \ _ , I `? w.` �("` - \ �.,\ © cram Err fo fimuMirc azwour By: __ Date: - / _ FIR y - \� �. �. r' ' �I 1 Z�� Nsmu HOT TAP QETAL ® ,l 1 , / Og - --�� . l �1 IO M ;1j TOR �/�lL MJO (1 .c P f 2 mor u.%D �WST,yLL B W TRA i45H, J NSTAIII B' TO 4'MJ W MJ W ME DEME V FH \ � ' '' I 'I 1 NSTALL GL�1I OwlTl,f RN V a'7 aw SE wa- vwx r ANo O www DQE ae � AL VE AM7 FAG , r Hurn 7R /� /' /f FL SIN �, <5,NSTALL 264 LF Gir 6'C91Qb ' ATM 6 F�a,� .,IF� yq` ' r / `` `� �. lv / ^4 DE Q / / BYa004RY , ` v fi ,Zl. O NSMU 6' TO 4' IEE SEE'LiE TAX ^' ! 147. / _l ' l - ' \ \ 36 FINE. / / \ `` J _ _-y am•. f , / / 1 { / /�j ` NSrNI 41.22 LF Ord CqW $ + 11 1 1S1'' 6 ! ('I l/ -rep ac BWK `�w =\�, 9 NSTA[1 fi'�'H PANT SEE'Lv A I 1 4 I - O � _ � r _ 9 ill / ', �, � --- --- ` 1 1 { I NSTAIl1 919 Lf ?' Fll4t� l,NE x `�l_ V / i I / i 8'%1AW/HORN® ,?�? Z I , r• / 7 / f � !� � NSTALL 3 1 � T LF�6 d BY NIMIG T T 5 / /B ' a /' I 1''� / ( �f.?j NSTALL Fw HY[.i4ANT S£F[.L�TA�I'.® O t \ I • J ; , , \ 12' Q AMALL Mr&W SEF OErAL 6,17R4 ! •�L— / e ' mn ++ 2J ALDER AVSTALL 47.+$2 LF Lit<'J'PVC I i 2a C? "c.{%V !O A / \ I J - �\ +\ _ \. 12 `H 1 OMALL J"w7m t vwx r SEE'AE rA \ I I \ ^ , ' (�GL'IMrA+FII/ & MATC?I'P1 OVS0 p;ar Ur� 4 A{ R + ' \ - -�`�+ .r \ SiL�71WX A�D'Q4 TU OF YA/AC7) > _ �?,4 fel'AC�AEr�T - y.. t>, z; 1� CUF1 1 ` / NSTALL (2) f EVM& !d0 aq%0 Ste'DEW / I 8 wr/d�Nr Afshu ispoirr1-LUG) e ( + "�-xx 1 I' rALLL 25a54 [F O�"J'PW \ 1. Ll) i NSTALL W 800 SU-AETAL _r N.STALL 1560 4F Or 4'P I £ i i, I I (� I VEC;E lA k N I / �1 \ � ' \� sly \ �•% �A NSTALL 43'aEAV c -�. ?1 NsrALL !add LF eF 4 PVC PECIALINSPE V # d r __ 1510C / � ]NsrALL Jxr s� cAr r� tat�' ®� �}r @C,� '9Il ' 1't a G t -� (_� -, r 1�: i:•-.')/A J._r� ' /� � I ,� ,�/ GYN/VL�CT 1�? BUCLMVC SE.RNL3r,5'f)t�riV / I �J��- �j r i 15'LO 1.57 \ 6�AUNK 0 Con ,Irk I � ] �' ,4c 4 �>✓ / , �/ GY'�t@ ryrl:� C' a."3��DrCO�� I l x 1 _,� __ /_, ,/ Steel -I- Ctf/5TER l d do C c .... On r� e AVsrALL .�r/ LF Or jr PVC �• — \ l f NSTALL 4.?'Baa � '�'C`� "' ��'t 7r�c' '"! 7 1 �--� -- _ / �/ 1 1,w�c�oW A "`� - - �J1/ * / / , � i ..lit-ResIMiing Gnncretle F;• was r � �►� ~ ,� � �- -� / .-'_ _ �,�; / `� / �� ( � ©NSTALL 1224 LF'0►.J'P ® '. I �� - / I' (l `� Reinforcing Stc.!ei & Pre e.- /r ,. '� �� (I stf �x;ng st4C r ( 111 \ / / ' =- '`_ s;`,./�lV �/"� _ L �/ `��'=� '-,-•l- `' iy //» ', , > /l�L., ucturat Aldi /f', - 1�1. N51ALL 2,1916 LF Or 8"Ly ' !4 1�1f_K/7) - 7 w.I ----- 5 ALL L. . h Q tmg I I I I l 7 6' ./ / C--- -i�ti., ij ►. / _-"'`'- t> ?O ®NSTALL 47.BJ Lf Oro'GY "�1�P g t 171 I #,rrocusl -6�M=twJi R4fDNraE nl4lUsr nL�'naV LtiRE'smwyr Fw aw E3 s ;� �_I_ x' / / - -"`$•-��g -� •• !�! 1Cz1()j�4/Sr € -"`- - / �', // • / _ ��140L� 1� Al1D olMEh- 11E7,�SSAIPrPgW1$ ` i1ctur�ta' I Masonry 1) wm w! w911ER1AY Es �' -" _--- --- �-"i , '� ss _?_ .: / �; '�- #MALL 4a'J'FOO ~&j7ov C0fAc NC frM Ci Inforce �,� \ �'� r r _ . _ � ,� .� -r�:L� SS r ©covicir m s�E cEeoPrc d �ypsuln Concrete r- �-{{' _ �7'L,��//�T -�r p L�(!'1�LL7�:/ 5i>z" \ 1 \ `y \ '. �� \ \ �.� , • `'� GMS AM7 wG IM LMES Ammo NSTALL \\ \u " �. .= ii�'�t ci�F \ '\ '��• \ \ \� c. \ ;% i +, ®Iry ca cw naaay sa�arr.Mc sulating Concroto F1II t 32"i£I�AR \ �� +�.. ---- (NOWY NW4G AWW 7V aCAVAPOO Oct,T \ \ \., l ---- i ` \ y I�pS'od "ire-Resistive 0 P;11nj;,s, Drilled Plpr� and 4alssons 13 SN-atcrete GRAPHIC SCALE ,w «� 014. Pftlal GraN �n Mian • �• p } �10 ��++ , XIC3 • d1:e, f ;-11 n NORTH 1 117178 � )ft •71'11®�.l�'�+a n tE i `i n'fi a t::P'�`y"^^-.---.-._. .. ..J i f ArchAwtuTC - - ---- --- - ------ 0 (Xh e r Planning 16 May 1003 •...,....,.. �,... .... `gip PNO f UTILITY PLAN I�eW Tl and Libra 11•67�� O ADDENDUM KURAH,A►SHI P"*"No tnlcrivTs REOSED 6-10-OJ ae ASSOCIATES. INC. Final n O(� Chll • .a1w Construction Documents r eetih apjanM� 2100 01.4 tt : A 'el►:e �' / tane�cep. AreeKerh,re Pl�m,tly COP r� �� Sartanmmtet . R—fin! Nw"by % V t)lrwngt N. Ilk k. AlV10 1t5rN80 CIT Je Street. Sult• 200 IP �Isw' I'm zoo rad.,ac mos3e*; rso}m.»IT Pw3zv4osn e m B"Vrrton. orwn 970M cUd,dby Hall Blvd. 13500 Cleo�BPc,rlarip.mn ]',x � I z-,•31 O3 (so�)e44W42 to (1M)a44--trr,�1 BA SIT2003-00016 hu 1 of 21 NOTICE: IF THE PRINT OR TYPE ON ANY �C�-� � Ir III � III 1 ( 11111 II � IIII ► ! ► 1111 VII11T � IIL1111r ,(� � I � Ilr � � li SII il ! Iir�� r� r -r � i i � r il � � � jt � il < < � ii � li i ! i il � III IIS I . II ill t11 i i I I i I i I I i ► I I I I I I I . �, ,. : .. . I I I � I I I ► I I I I III I I III -- ..-.. IMAGE IS NOT A,� CLEAR AS THIS NOTICE, I ( I I i I I 1 IT t ----- --- -- 4 __ - - c� __ _- --b --- -----_ _ —_ ! __ _ __- 9 10� __-----_-__ 11 12ja4 LT S DUE T01 HE QUALIT� OF THE ------ -- -------- _ _._ cow RIGIDA[_ DOCUMENT - --T----- —- --- --- _- -aa ( E 16 Z 8 Z L Z S 5 HT .— L.___ 9 -R__— g__—_�^r S -- � _ 1t aldilw i ILII II►IIII IIII III Illi lilt 11111111 �iN 111111!1 illll_i_IJ.J Lll 1111 ill IIIL III! I!!I IIII,IIII!IIII IIII IIII III! III!�IIII IIIIIIIIi 1111 1111 llllill!I ILII I!Il lllllllll Illi �ll� l!!IIIIIIIIiII .l!Il illi illi tl�l �l IIII ;I(I ILI ► ' il{ L111 I _ I ' 1. ALL CONSTRUCTION SHALL BF IN ACCORDANCE WITH THE CITY OF TIGARq WASHINGTON COUNTY AND CLEAN WATER SERVICES STAADARO PLANS AND SPECIFICATIONS, Aap^o1z GON STATE PLUMBING SPECrALTYA __ �__-_ _ �__._____.__.-__,_ CODE (1996), AS APPLICABLE. � = � �, � . -✓ 60" WJLL0410 '( ,' t1t;ALOER� � _ �----^ -- - ---- - ---- - - '__ - -_-___.______-- -___._.____.___- \ ,�rURM DT1'AINA cE- N©T£S. 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY I rte_• THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS THE CONTRACTOR , �� PI' -\ 1nLUFR ` !O OlJ1FALL SINUCIUft'E VF LAETA/L SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION, s ✓✓ SJR[ 4 12 4LOERa ~��-•� C' ( \\� 1 /E = 1m.Or ` •'~ 12"PVC TREE ADDED a /N r 3. CONTRACTOR 70 LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. S F CW ALL 75.75 L\ `1. ( ,/r',• �'/ 5 - 0,923 4. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTEDBY I ►►,-- \ f�, O INSTALL LYTLYI INLET SEF 11FTAJL 5 THE ENGINEER �_ ^(� >MK� _�- K• : �• 7t71a CF a4NK ` /£ - 139.70 t� q/ S. ALL DISTION. RSED AREAS NOT LANDSCAPED ARE TO BE HYDROSEEDED OR BEDDED IN STRAW TO PREVENT * / .{- LIAVSIRUCT INLET FLOW PAO IO JY/O:Y/8" LIQ"RIP RAP EROSION. SEE GRADING AND EROSION CONT1:Ol NOTES. IIS $ fH l I '••• \ ` 1 I 12 ALDER \ ~ �L�l `>�` �\ „ = 140 JO 6. All FILL AREAS WILL REQUIRE STRIPPING OF ORGANIC MATERIAL PRIOR TO PLACEMENT OF FILL FILL ; J r -. _�. -^``~ _~ �`` \ ham`�^ \ /. CU INSTALL 11.25 tF Gig" 18"Pt�G'>� 1MU BE PLACED IN 8' LIFTS AND COMPACTED TO 95 % MAXIMUM DRY DE`ISIIY ACCORDING TO AASNTO 7180 ` ti - t �, �_ ' STANDARDS. BASE R0�( IN THE STREET HALL F'F COMPACTED TO THE SAME STANDARD. LANDSCAPED AREAS ��~ I \ _ fl uA1iA6 l,-r'I - \ \ ` `� \� -.. fit- t�iV 1 ri y /NST`LL=?" WAI£R Gll/AUl7'MANHCXE 521 L1rTA/L e -� RIM .L 143.50 WILL BE COMPACTED TO 90 X THE CONIRAC".Oh WILL PROVIDE DENSITY TESTING A MINIMUM OF ONE FOR ` l �.I �\ \�'%` \ �� / /E /N (8 N) = 140.40 EVERY 10,000 SQUARE FEET OF AREA AND TWO FEET OF FILL PLACED. ADDITIONAL COMPAC'iION TESTS AT NO -� 1! - EXTRA COST MAY BE REQUIRED BY THE CITY OR ENGINEER IF POOR COMPACTION EFFORTS ARE OBSERVED ! �_ ++ r �/ �'" �s /E/N (12_W) = 140.40 DURING CONSTRUCTION. COMPACTION REPORTS FROM A REPUTABLE TESTING LAB WILL BE SUPPLIED TO THE I _(( /E IN (8 NW) 140 40 'r I / �~ I !'EGCIAT/()Jv -- `• �� `\S tiS IF IXJr(l2'SJ = 14035 ENGINEER. INSPECTION WILL BE PERFORMED BY THE SOILS EN(;iNEF.Ft RESPONSIBLE FOR THE JOB. � (((1 � .\ . f 1 S Int 7 SITE CONTRACTOR H i�„t A - \ \ 1..� '3 �� \' I _� �� \r' \ `� O /NST I � �i 7 ALL 34.58 LF p�B"PTC SHALL ASSUME RESPONSIBILITY FOR ALL SOFT SPOTS FOUND DURING EXCAVATION AND =� •,`.Il_� 010 OEc; ) / l �y/$T SS A/h/ L Lh95 ' GRADING OR CPEAIED BY CONTRACTOR OR HIS SUBCONTRACTORS OPERATIONS. NO ADDITIONAL COMPENSA71014 FOR i / 1,� bEL �^ I \ �`! +/ J \ EW /�� ' f I 8 INSTALL 22.5'6END 11.25'BEND / t STABIUZAlION MATERIAL MALL BE MADE, AND NO DELAYS BASED ON DOPY SPOTS SHAD_ 8E ALLOWED. ' / •% I ='I '\ a l�;"MAc;`1V/,'>1..4 = 15"L4/CLOW tj 15"W12LU -r 8, NOT USED. I ! ,,�'., . � _ � I �' �• .ti I / �( -1 .'4'GEOAfi 11 P LL j I �� 1,9) INSTALL 89.41 LF CIF 8' PVC 'V - te S = 0005 �I 1 \ t !0 /NS�ALL (2) 45'bIf-NDS 9. NO PERSON SHALL DRAG, DROP, TRACK, OR OTHERWISE PLACE OR DEPOSIT, OR PERMIT TO BE DEPOSITED, IJ _ - J/ I `t'Ic, ;F"WLL.LtJ / I ` MOO, DIRT, ROCK, OR OTHER SUCH DEBRIS UPON A PUBLIC STREET OR INTO ANY PART OF 113E PUBLIC STORM , 32 i•L'UA�c'� 1 T\ AND SURFACE WATER SYSTEM, OR ANY PART OF A PRIVATE STORM AND SURFACE WATER SYSTEM WHICH DRAINS12s1f LE ' _ I \ �� /� ,7 1f INSTALL. 6?.79 LIQ 8" P f II -��,� Cs / LF VC OR CONNECTS TO THE PUdIJC STORM AND SURFACE WATER SYSTFM. ANY SUCH DEPOSIT OF MATERIAL SHALL -� �.�'rE R } ' '�a O S r 0.0105 i �. 's HOL L 7�'�Ir L Y' O / ! � BE IMMEDIATELY REMOVED USING NAND LABOR OR MECHANICAL MEANS. NO MATERIAL SHALL BE WASHED OR I r i4"c EL?AR �l ( f2 INSTALL 19.75 LF Qr 12 PVC FLUSHED INTO ANY PART OF THE STORM AND SURFACEWATER SYSTEM WITHOUT EROSION CONTROL MEASURES - - 5 //sLLY'r 0.lC H��Lc Y �`�' , �Na�a(►Id y� / I INSTALLED TO THE SATISFACTION OF TrIE CITY, AND ANY SUCH ACTION SHALL BE AN ADDITIONAL VIOLATION cI�LY' 24'3/v^!.. .�'rR, Ibod \ ' �r ` J �•, 1 /S - 0010 NST LL STANDARD ,4IANHCXE 5 `LISTA/L (CWS R&O 00-7) II I,- t ' w�`.^-i ,(" \T r �h�G \ ri"- �' \ :� r 14 Ec S .4 L� '�`� ��--f 1 IW ` \ ` RIM = !48.34 l� ARL IE = J4Lzso A 10. STANDARDS SIDEWALK RAMP CURB-DROPS SHAM. BE LOCATED AS SHOWN ON PLANS UNLESS OTHERWISE w ' ,� i.� I /27//�`; ! _ ) \ > 414 DIRECTED BY INE ENGINEER. I J 1 /&STILI 1603 LF p�S - 0010 18 L 11, ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN ENGINEER, AND APPROVED 8Y I 1 I \ \ f5 IFALL�Z�EANGYJT S£E QETA/L THE Ql QED OPR1AlE AGENCIES. COMPLEXITY OF MODIFICATIONS WILL DETERMINE IF REVISED PLANS ARE •V 1 }� I ' Lot \ 1 r 1 ` RIA/ - TD 04ADE O l \ /E - 140 81 12. STORM AND SANITARY SEWER LATERALS SHALL BE OF NOTED MATERIAL AND 4'SIZE UNLESS OTHERWISE � � ~� �-~ _ Y� \ 16 /&.STILI L YNG�1 CATL�1 9AS✓N ,SE£BETA/L 7 ,l / J _ _ �/ \ OPA T£ - 34,5 70 NOTED, ALL LATERALS MUST HAVE 10 GAUGE CLIPPER WIRE AND TRACER TAPE AT 18 TO 24 INCHES ABOVE I � �r .I ' / 1 �-�� `-' '--'� � \ � 1£ = 1L170 LATERAL THE ENDS OF SANITARY LATERALS SHALL BE MARKED WITH A 2' X �:' PAINTED GREEN, WITH DEPTH 1 I � i � / ' - � � `\ \ j OF LATERAL CLEARLY MARKED AND 'SAN" CLEARLY VIS19L E. STORM LATERAL ENDS SHALL BE MARKED WITH A ? + / � , \ \ I INSTAL/ 75.JJ LF or 12'PVC 2" X 4' PAINTED WHITE, WITH DEPTH OF LATERAL CLEARLY MARKED AND 'STM' CLEARLY VISIBLE, r� I I � !� / � / 1 2010 13. ALL SANITARY SEWER PIPE TO S' OUTSIDE OF fFiE BUILDINGS SHALL BE PVC PER ASTM D3034, UNLESS + + /( ` I I �. ``J 18 INSTALL L)IVQH CArOY &A 9N ,SEE DETA/L I I J �p -� / !- �' / , 1 v� 6RA/E - 14.5.77 OTHERWISE NOTED. ALL PLASTIC PIPE MUST HA`.�F 3'-0' OF COVER OR BE C-900 AS APF'ROVEU BY THE CITY J \ f /E = 14. 77 OF TIGARD. I G' � "'� I '. 14. TRAPPED CATCH BASINS AND AREA DRAINS SHALL BE PER THE DETAIL SHEET, OR AN AP9ROVED EQUAL ( - I '�"f'' ` ��' f ` �'� \ `-- -` \fin I I ' ____ , J I 19 INSTALL (2) 45'BE`NOS , LYEANO(/T SEE L rm& 1 l 1 �+ 1 - 5 15. STORM DRAIN SERVICE LATERALS SHALL BE INSTALLED TO WITHIN 5' OF BUILDINGS. 1 / ` \ \ RIA/ >Z7 Q4AL1E B 16. PRIVATE STORM DRAIN PIPING SHALL BE PVC PER ASTM U-:1034 SDR 35, OR APPROVED EQUAL. UN!ESS OTHERWISE NOTED. \ ` 6 � INSTALL L�TQ4 INLET QE"T 6 W \ \ SSE aL e 17, PRIOR TO ACCEPTANCE, ALL PUBLIC STORM AND SOR SUCH Y SEWER SHALL BE AIR TESTED AND VIDEO TAPED l / �, �'�. \ - __ `G /6RA 7Z - 142 80 E "* 141.81 IN ACCORDANCE WITH THE C.W.S- REt2IiIREMENTS' FOR SUCH TESTS. PVC PIPE SHALL ALSO BE TESTED FOR I (v �\ \ \ r \ \ >w \ �� \ 21 INSTALL 8�14 ! DEFLECTION, USING A MANDREL DESIGNED AT NO LESS THAT 995 OF INTERIOR DIAMETER. CONTRACTOR TO � � - \ � O � � O PVC CONTACT (:TTY INSPECTOR FOR SCAN OF SEWER, � �. r r ��. I 1 1 I �' - 6! / - 1\ ~� � S = D.O10 I - \ 22 INSTALL 11.25'LIEND 18. REDOING AND PIPE ZONE BACKFILL REQUIREMENTS WALL BE IN ACCORDANCE WITH APPLICABLE ! I, \ I �� sr s5 _ �" \ _ / � `` \ I 1 I I - ' C�'�� ,/ O // 1 '18 FIR S \\ \ \/ /E - 141.24 SPECIFICATIONS AND DETAILS. 1 �.. �� /&STILI LZEAN(X/T 1 \ FS M \ SEF oEiA/L 19. TRENCH BACKFILL IN PAVED AREAS WILL BE 3/4 -INCH TO 0-INCH CRUSHED ROCK COMPACTED TC 95 [. � + \ e ZA �Ng� �` ` i� /' f � / -` '� \ ( -- - / © RMI : Tl7 GRA OE ,J _ 1 \ -�/E 141.40 PERCENT RELATIVE MAXIMUM DENSITY. AASHTO T-99. /7 ' � \ 20. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES A5 MEASURED FROM FINISH GRADE TO TOP OF I r I I ' �'` ` �. _ W ` ♦►'- 4Z 11 I � �� -� �\ \ 24 INSTALL 1,5.86 LF Qr !o"PVD' ,q PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. P I 1 ] �` _ ~^ O / �/ l \, 1 l \� - S = 0.010 �..� SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VES THE 18-FOOT SHALL BE I I 1 atm Jai / \ \ ,✓. \ © /NST 2222 LF Q` 12'PVC CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT Jl)INTS. IN SUCH CASES THE 18-FOOT LENGTH OF o - �:=.` � `� __ - - \ _ _--- / �� /_ � �� S = 0.010 SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. PIPE MATERIAL MUST BE THE SAME FROM MANHOLE TO / j-. MANHOLE ON THE PUBLIC SYSTEM. AIH ` I '` _ ' I l- / /, f0 INSTALL 34.78 IF QC' B`Pl'C 21. ALL WATERLINE RLINC PIPE AND FITTINGS 4" AND LARGER SHALL BE CEMENT-LINED DUCTILE (ROH PIPE, GLASS 7 ~ \ 14� '�( 'A�' f - p -� I \ - / �` \ \\ \ 24 MAPLE © I0,010 NSTALL 10XfOX6 WYF 52 WITH ES ON JOINTS, a a 22. WATERLINES SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. TEST PRESSURE SHALL BE 150 psi (AT I 44 1«.►e� - (� -�� rte- --' � 0 _`'' , 4 �• •- INSTALL.5f LF Qr 6"P LOWEST POINT IN TEST SECTION) TO BE HELD FOR A PERIOD OF 1 HOUR WITH A MAXIMUM PRESSURE LOSS OF I I I , - ` �!� HUNOf?EO --- W 5 psi. 1 it ) S = 0,11 / 1 FL000 PU 4 5'� '"'''�` ©9 INSTALL L DVOY CA70Y BA9'N SEE gErA/L � 23. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, AND I - �'� •'� ""' C /I BC7UNL�IRY � �-- OPAIE' _ /45.95 ,�' Nr.�,ee RE-FLUSHED, ALL IN ACCORDAN(' WAIN STANDARD METHODS OF THE HEALTII DIVISION, DEPARTMENT OF HUI, N ' I � � 't'A `4 MAPLE�2%iffll' � �` �' � / -_� /E = 14.�0J RESOURCES, STATE OF OREGON,�_`A%CREWS MALI. TAKE BACTERIOLOGICAL TESTS WHEN $0 REQUESTED BY I I THE CONTRACTOR INSTALLING WATER MAINS. '� (� W \ 146 �'�- 2 fI�O• / ` I / - INSTALL 47.09 Q° 1 42 b �� - LF 0 PICC S 0 010 24. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ACI_ WATERLINE FITTINGS AS REQUIRED BY CITY ©1 /NSTALl GYEANOCIT SEE'AETi41L / STANDAR05. BLOCKING SHALL BE POURED AGARdST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. l i *J6'r'I.VE 46 -�(� - 60 f l � r - _ - �N �A� I. -,�2 _ 1 =!14240 ��_ ` a: BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. I ' ,`I `` �_� - �� - -4 -_ -t4,_- _ - !1 w. ,c «� /i .� �z �i l ! ZB� l/ ��T01� Qr F3M/K l ,,` _ ._ - ©2 SN/ >AL< 1 76 4 !f Q� 10`PVC' A 25. ALL WATERLINE CONSTRUCTED SHALL BE IN ACCORDANCE WITH A.W.W.A. AND CITY OF T;GARD�STANDARDS. 140 _ 5 /. _r v �_ O ?� 26. WATERl.1NES ON THE PRIVATE SIDE OF THE Wl,T1J2 METER WILL MEET UNIFORM PLUM[IIN CODE AS I 8 I l4 r` - 1 �j ,` `---- - -- -- l A S = 2010 ADMINISTERED BY CITY OF TIGARD. 8'HAW7HC)RN® 2C ASH \\ (� /&STILI 45'6L7V0, 4.37 LF C>< 6`PVC f �� ,..ruc t ., �r / �- 27. FIRE UNE ON THE PRIVATE SIDE OF THE DOUBLk CHECK OR DOUBLE DETECTOR CHECK, RPBP 7R RPBP �., I I -,.o. �M,�„� ,;� / S = 0.010 DETECTOR CHECK SHALL BE CONSTRUCTED TO UNIFORM PLUMBING CODE STANDARDS AS ADMINISTERED BY _;�„ ' 1 _�'4 Q t a p! ' / / I C ( o f�1I6a�uc(tx.) r I l I 4 /NSTALl CIEANAUT, STUB 5'f RCW N 1 _ "� BLALD C SEE L.l"TAK k CITY OF TIGARD. r Sl I I M ' `\ -%tea = i \ ,j ,� © RfM = TO GRADE 28. ONE SET OF AS-!LOLLY MYLARS SHOWING ALL IMPROVEMENTS SHALL BE PROVIDED. I � � -i li � IGl(� ,�' �� -'•""` 1 /p 2 IZ ^ c� / 2 , ' i 60 ASI,i0 IE - 142.92 29. CONTRACTOR SHALL BE ricSPCIf.51BLE FOR 1H'� NtT11FlCAT1pN OF UTILITY COMPANIES 48 HOURS PRIOR TO � I '� f` � ' , „K �• �P CONSTRUCTION. I �r 9qr , ! F !3 12 HAW'IHOR1✓ IE = 14/.82 SD „ - ,.,e• �F I 5 ♦ �U ALUEk 30. ALL NORMAL EROSION CONTROL INCLUDING BUT NOT LIMITED TO TEMPORARY PONDS 8t GRAVEL CHECK I ! i '' "'°A4 { rn.-` - _ - �"' -- '' -=ti __ q'f r4 - -,1�_ / v `t ♦ �\ IE ��1 ILII ♦\ ,tlA. L E ?�' O CUCKaNA IF PLAZA DRAIN BIOBAGS REQ'JIREb BY CITY SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO OWNER (EX CI.PT FOR / r 1 �` �, TREATMENT WITH A CHEMICAL PROCESS IF REQUIRED) I I j I ` _ 4 '` / y ♦ JS ALOE; \ I >, r I\�\ 4 \ \ ♦♦� 12 h�4WTrIORN• •f0 N ` ` ' ` J7 sl7/8 5'FNCaV 6/UILUwc 31, EROSION rT AC"9I WILL INCLUDE PUMPING WATER TO PONOS do NANTERIZEING WORK REQUIRED TC STABILIZE F - '1� vi :.7A� .__-_ *� r4'l' \ "S,'/ /E = 14,245 AREAS NOT AC'1VELY BEING CONSTRUCTED. ?4A' I �-' ►c•-- '' _ � �' \f ♦ /- ` - 1B GGVS1RUCi'61'0 SMEZL 100 32. ALL WATER SERVICES BEYOND METER TO BE SCHEDULE 80 PVC OR DUCTILE IRON, "f' ~`"` - _ F'" _ `' -�-- `�� f K SALOL , -�� } ♦ O�v A \ LF O S = a 005 33. EXISTING FIRE HYDRANTS TO REMAIN IN SERVICE UNTIL THE NEW PUBLIC WATER SYSTEM AND NEW FIRE - _ N"LLi UST - _ x -aaR `� +� '? �. I'd r«.iwc �� ♦ \ �� J9 INSTALL 11.77 LF Ar B"PVL^ HYDRANTS ARE OPPERATIONAL, APPROVED AND IN SERVICE. if - Z 1 �`c�rl L .. _ -'_�` 1 l \ *( -- - _ ,o. - , 15 ` �rSt-i- _ S 0.010 34, PAVEMENT SECTIONS WILL CONSIST OF 3"AC AND 1C' GRAVEL 5UBGRADE. + ? / �, Yom' �:{� " 'n '' e0' t (" - - ~- +0 INSTALL 10.J1 (fir b ,! - ✓ I 'E , ,.e ; 1 1«;.s5ale. t ( fler'/T7 F" EC �\ l ��_ ____ O LF 8 / VC �. NOT :. J ,» n \ GRADING N '� , ' -� - w+uc ,.13uc ( aea ^i' ~ - � ♦♦� ® ��1CT"' 'WTHURN _ S a 0.010 , `z. � V ~q ' �•► ' + \ 41 INSTALL ;28 LF' tl� 6` �'VC f s a o/O ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS OR I �� IW - �ay oy "`►'" ' ^ I - �f� ' \ / / GROUND LINE. I .r I \ t+t¢ r� 18 + r J-J t % '' ;♦ /i, % ..\� /NS74LL 11.25'6�7V0 /F_ = 142.B4 GRADES SHALL BE 70 SUB,RADEREAS. IN THE PAVED AREAS AND TO THE LINES SHOWN FOR i.eas ,ate __ f ,« �c /' V£r , LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TUP �/l \ r E Ixr G I £ '" '� 'a'=�` a "' ' ,' ♦' �� \ �� © INSTALL `�5' 17 LF (ice 6" PVC 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. A, A tl 1+ ,47 SUBGRADE NOT IN STRUCTURAL Fl!l MALL BE ROLLED AND CUAIPACTED TO 95 �/ , «"O '"�' - I ,a ` ( �\ /NST PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, 6 INCHES DEEP, � I ,2' �� - - - -- d / \ 44 A(L (2) 45' &W1 IS 1 I / ! _ .� / 45 /A'STAL L L YNQ4 CA r0V BA9N SEE OErAIL 7 SOFT ;PUTS IN THE SUBGRADF OF PAVED AREAS WALL BE FxCAVATEb TO A DEPTH OF _ \ ,, 'we, ! ' 1 `` �! 2 / , \ { \ TriN/tOl Y C,1P lE _ 146 18 INCHES AND BACKFILLED WITH 4'-0" CRUSHED ROCK, COMPACTED -5 DIRECTED BY I I � `I its � \ � -� � / � 0 � l � t �r'4 ASH / . ' �� 00 i ♦ /E = f#J 89 _ THE ENGINEER. I AAI � '�''yc /' // � (\\ �!j � ! � � INSTALL lOX1L)X6 WYE' (� _ �. . . ` t AE* - 142.66 v ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, ETC.) SHALL HF. REMOVED FROM _ ,�, / 1 I � /• � �I / f � / � � ' SO,�_.^gy-r'p , /! �/ � � 1,� L .jCl,>T , �f` / � ► �� WITHIN THE DES!(;NATED CLEARING LIMITS. STRIPPING SHALL GENERALLY BE 9 INCHES, �"�cF'r F♦ � � I _ 4 BUT MAY BF. DEEPER IN WOODED AREAS. STRIPPINGS SHALL BE P.EMOVE[► FROM THE • 1 - f "� l7 .' -' O/tCh N/I r ~~ /NSTAL� 45' ND / - S C' 7 iX & 8.65 LF CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. .✓'�� /AWTN.C7 / P~' = Ar 6 PVC CL SrER / ` S 0.010 RR INSTALL L M'(N CA 110Y RA-7,V _VF DETA/L 7 4r ) /,9 •r ! / �,•r i/ ` 1,; / , ( 1i' ` i h'` O ADDITIONAL MATERIAL REQUIRED TO FILL THE 512E SHALL COME FROM THE BORROW \ ' �^j�-�J�j�• " / _ f J G / / 1 1 n� \ 1 rr' I GRAM - 14.5 50 AREA AS DIRECTED BY THE ENGINEER. THE BORROW AREA SHALT_ BE RESTORED AS / / I \ l� /E _ /42.75 DIRECTED BY THE EN ,INF:ER A1' NO ADDITIONAL COST TU THE OWNER. . / / -7 18`WT: - ,,� / 't' \ �) C9) INSTALL IB,J6 LF Qr A PVC PERMITS REQUIRED TO HAU1 MATERIAL FROM THE SITE SHALT_ BE OBTAINED BY THE 1 , / , IkL OW S 2010 v ae CONTRACTOR FROM 111 ` -/--- / n f� ' . - / r J \ SO E COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL -�- r-- _ � jJ - }� t ' ` � f,- W @) /NSrALL WYE• O COVNEC'PS /TAGGING AND TRAFFIC CONTROL P.EQUIRED SHALL BE PROVIDED BY THF. ( I ``' "� Ly I CONTRACTOR. // _�tiG j` _� ♦ « �A r 1 C 51 INSTALL 181J LF 8'PVC �" I �' - J' J _ , - G'; ,� 1l �"'45N \4 S = 0.010 CONTRACTOR TO BE RESPONSIBLE FOR DUST CON IROL DURING CONSIRUCT101; HOURS. - - --�,L-o - - - I , - f T I 1 / ' }-- trrc 1 J ' - --- .,�{ •�f , r =�.. -= _- r:. wls-i' • �, rALL AN SH T S2£ DLrrA/L <_. ► 5'AI.Of. �. ` RYM - rO 6RADE 5 - ( �- �[ �!' ��l`�f/��J �! ��.a••4.�:•�.••.�G� - •��r �� /E +� 14.340 �_ _' i If 191 �� L� • a1 C ".. .r:.Es+ ATTENTION EXCAVATORS- OREGON LAW REQUIRES YOU TO FOLLOW RULES 1 ( _.---- .114 'C,.. �,�1 -% `-'-'-�---- - ?�'`'-- •��_ _.z=_=,�,,,.�;�•_ � � STALL 49.51 LF Or 6"PVC /N ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET -- -- - - --'° '�- - f ----1 ---- �_. .. " -�- "-=- ly_ s = .oro FORTH IN OAR 952-001-0010 THROUGH OAR S52-OUT-0090. YOU MAY OBTAIN ----•-- --- ---- - - 54 INSTALL STt�S'MIWAIEN CN/1FALL /N COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1987. IF YOU GRAPHIC SCALE ACClrALL S> W Osr. MEITFALL /�R11//T HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU ©5 INSTALL WYE �• 45'BE7V0 59 INSTALL 52.52 LF G>r<' �r"PVC 62 INSTALL BAtQ'( WAJ�7'4' MUST NOTIFY 'THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 n _ +a «+ ,,, INSTAL(. WYE .# 45'f3E7VCr S 0.020 VAL H1" BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL (503)246-6699. J bn INSTALL 5252 LF car 6'PVC �(06 LIGATE ANO f�7vOVE IN 57 /&STALL LYNN BA9N S - 0020 LX/S77NG WA 7£R SE'RNQr NORTH neb X30 RISA=146.60, IE-145910 61 INSTALL F0077NG DRAIN PIPE `1`^- � � � 1) ! incA 9t) R 4'PV?F AND DRAIN ROIC�Y ~ - ----.------...__-.__.-.----------- -- --_�._ � INS'TALL LYNQ4 t�'A9N (FL.AT Q4AL7Lr) r4 Amhitccwty _ "- -� -`_-- .4191=146.16, /E-141.72 WEST y PWltl• 16 Ma lW3 �+ri+e T1tle 1' STORM DRAIN `�' T (�%b Pk�F n ADJENUUM KURAHASHI >1 No W &GRADING PLAN New Y� Tigard Library �c �`1: * I?Ew co 6--10-0i do ASSOCIATES. INC. Inlcriara �••r.r lam,w Final Construction Documents - CMI dylneeriry . Water �l"urres �� - -- -_.-_ Iwndarape 4chll,rlury . Plann4y 0 FOON ttnfioamenlal . -%"Wyh Q �+n by Urswifr No ,,..l �y�,�. si r is 16FA0 aw Ja IP 621 S W Ihat;'itm St Ru1te 21M1 Pcxtlmd,tkeRte, 41 YIS 7M1 T l03 722 (017 M l03 294-0171 8 tr+ rprmarYip ooh T*vd, ""6`^' � 110 &mverton, Orgoe warn"t,lta {b tdM Hall Blvd. 13500 k, ApY,� (5WK44-6W tax. ,�>a„-�,� C200 ��P 12-131 IOC BA SIT2003-00016 _..__......_.-...._...._.... ,......_..... ... ...NOT ,...__.,..,.......... ... .... .... � . T;_ -szr•aulwrrrr.�. IL.E: IFTHE PRINT ORTYP'EONANY �rr� Il � ill � llt IIII ' lilill � tlt IIIIIII Illllll IIIIIII Illll �1 Illllll Illllll Illlillllll Ill III Ill • III Ill III III 111 III Ill 111 IIIIIIIIIII 111 IIIIIII Illllll Illltll ' III III III i 1 -�- IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I I I I I I I I I _._ _.__.�_ _ 2 11 12 & ___ ------- IT IS DUE TO THE QUALITY OF THE - _-- -------_--_-_ __ -- ----- ---- - - -- -- - - - ---- --- ---- -- -- No, .,. f 36 �`,,.;.•„"'.,«.°". / ORIGINAL DOCUMENT E 9Z 8Z LZ 9Ill Ilii �ll�111IIIIIIIIIIIIilIIllll! /III IIlIIIIlIIIIl�IIII, IiIIII'IIIIIIIIIIIIIIIIII' '' I I I �► I I I I i VIII �II ILII IIIIIIIIIIII I, II lillllll 11(1111 IIIlllli 1111 Illi rll � ►+i.!.ill� lll► ,Illy( 11 � 1 1 1.111 �lll_l(1. .L.�l,l.l�l 11 L.1 I L ,j41 STREET SIDE CUSTOMER SIDE OUTSIDE OF WITHIN PAVEMENT PAVEMENT t�uxiol t GTY CESCPoPMM � 1 2EA 4 x n ax n B RED ! Jr FLO GATE vALVE OR NON--STIRSM OOILIi _ _ ___ 2 4' X 4' FLO GATE VALVE W1A HANDM*I. f'rANnAm) CAs f ItoN � OF MAW AT 001tUUEAST 18' CAST IRON A10 BOX-• ! - --- - \ 2 r 2' CORP oaw�_-O&V FltA1E AfIG OJA7t--� 1Y W WIDTH 4' RETAW GLAND # DOOR LATCH 3 2 4' 01 SPOOL FLO X P.E / STANDAUtD u,►rrloi[ PROVIDE: 24' 8Y `� - � �' m EUI(- t 4 a X 2 STRADDLE ORADL R049 4' THICK CONCRETE .,�;•�I" — !`i y $ f e 3 S 1 So• Svt xx Srrr— �; .° PAD (SEE NOTE 4) a 7 t : . .�,... ,` .-1' -- - A S. •�' '� HAND TAMP BACKFILL e t Y TVP['k-' PIPE _DOOR _ ��7 i •.-7�, � ,. " Iy - � T 9 I U111JTY VALIT t7'S-IMI-7J0 MTH oPpMNO FFINISH9RADIE-� \�Gc�'/ �'r�'• � % / AROUND TOP SECTION 6" MIN •• . r 2" AIAX. y� x I TO SACAGIAW FORTOLAI 3EE NOTE No. I j' :� 1A!IN'. 1,'•• • ' a ' • -t---- .' ASSEMBLY to f�--WAFR10AT PIP£ PLOPoO Ein PU2V00 , a MO x113 W TAMEWbS Sim SUMP NAAP VAIN F(AAT SVATCN • • • r�:• MAMAIM 2T'FWOL1 . - AM 1-1 4 fxlplAll� MIlC PIPMIO TOR NET fRMt IN NON-SNlfaer b ASTM 3034 PVC -a' VATN , VAL •�' ''fir TOP a /1tST STEP', GFWUT I , PLAN �--PROvtDE J/4`-0 1'OR A TO SGP Oi'CASTNO 1 t , PPE STAID ISTANDOW �1; 1 1•F� MINIMUM OF 8• M•( M NOTES ORAOE WM03(!'.4•,OR a-) ---/'' �----i -- QEANOUT —MaNIMLr M Comae+WTH AM o-47a S!T M "°"-31>Reet rIROUT OPERATING NUT EXTENSION SLOPE OROu*0 AWAY -�A,;e�R1 M aW EIGIM wtA L t 0%10 STANDARD EOMMIC (SEE DETAIL NO. 505) FIVOM vAUL► 11eMT pYt]HRGE 10 C URN ON I /� • 'Mi• �° 1' -QIMMEI3 1D K 3/4 WtTICAL HEIGHT OF • N '�Y Oq� r SiCR:J GRAN ., �;'�' :•' -NAM-KC(QR KINT-SEAL To K UND ON ALL ,', �► -�• K, _ _ • • ,� {,,� k.. IIA/elO4. lCTKlI1e ` -IMC aWc•MMfArUM r Fort wtTARr AW r m TO J'-S• NOTE-IMC �\ '•f. I'm SRAM 00 7"OMTom"07 TO \ - . • \ NVIENT MANHMA SECTION + I VA ( 1MA -4') -8• 1. SEAL ALL OPPN -MMO M MOM"OF STANOW 10 K W r- -•.. MTA NON SHFIINV GWA)T. `{r L`N')�' \ O • PU V • IIGS N VAULT f� •=p-,L77` .t t=? S. .'. .. -VA[ RA.NN[ NQ 100 MMNOI[Slams 2S ALT.COPPOt PIPE SWEAT JONTIL r r, "!t t i 1 .�►i;t .�:i�i� {n':-j • . ` -g100(Qlls 10 S[ISStD TR111 ST{R OUI PPft■ ;• NOTES. MNAL CONCRIM a v uTJri mus ' I - J - — WERE FUooaEo OR MONY GROUNI WATEx . l •t ••` -�,--y--�.;�;�. ti1�i :I 1) VALVE pOX NOT TO REST }1, K .� . .< .:: : :al•;.. +• 'a 't. 46'tAtN. r' ON RATING AS rA e• s 4-o caMPACTw ExtsTE .. • .: OPE SEMETLY. r Rom"an LE1IF1110 COURSE t I.. r I•/". SLOPE 1' MIN. FROM TM OF 2) OPERATOR EXTENSION T W ELEVATION *DRAINMAIL DAYLIGHT°" Fort 'E PIPE . PPE �MA1ArOlt REQUIRED WHEN VALVE NUT INSTALL StJIP nU11P 'x�w OF WYYt( �f SECTION IS DEEPER THAN 3 FEET . 24' I 3/4•-0- FCR PLASTIC PIPE S/4'-o FROM FINISHED GRADE. O ! 3) CENTER VALVF SOX ON AXIS OF OPER. NUT. 12'Or 3/4'-0 COAPAC1tiD �M ,! .,' + :::•� y`. I BASE MAIITNAL 4) PROVIDE 24' SQUARE BY 4' THICK NOTE 01•C71ETE ENCASE: ENTIRE WYE SEI."TIOA: ANO 4R BEND F CGNCJft'TE PIPE CONCRETE PAD AROUND VALVE 24'---� `T ! S-`'"'"iAea�.,..•Ci,-,' BOX UUTSICE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD I STANDARD CLEANOUT unified STANDARD MANHOLE unified """°"� ND 3� agency �� A0111rN P.VUtNAS N 9 y � agency , �. BIa81aEq OpARaQIT _ TYPQCAL GATE DTI9.Na [DRAWING O. 150 DRAWING NO. 010 � .+s t o W"W S, arI••"ate am►' a�` v `"a MOM 1111141, VALVE 503 AFFNIM SAM... 1 2 01 CrY OF WARD DETAIL 550 NOT USED _ A rl�r A IN _T -_�I OUTLET AM DRAWING NO, leo i01T rRAME ARID ORATE --- -- \\ A A t1...1 AITCH NOTE: USE LYNCH CU INC. CATCH BASIN t?R E7VGMIIEE)P AAoROYED PLAN 1 sPEaFICA ONSTEEL CONSffVCnON T - IO GUAGE STEEL MIN. TLHACKNESS fe1e� - 2' THICK 30.000 PSI (WELY IRCN - HEAVY DUTY GIST P?oN GRATE - coAr D AYSILJE k OUT M/ASPIi4LTUM STE B N PAINT `wte•F ' �'` PLAN ' AAE4 2- o _ + STANDARD CAST IRON GRATE aE/LMID w STD MAXuAx'O YIN 10 p57TI> AWA — 9- >rew at'.ra: tI!Fr --REIAOVABLE WATERTIGHT CAP !; M& IaelE7F AW LOXA010'WA i, D1Tpi • .� SEALETI CLt:,A✓tK)UT W`REMOVABLE TOr-' s. BOTTOM •. COWR OR CAP K PLASTIC OR DUCTILE IRON lD^OF S7MICE. 6'OF AII°RAP EIJ _ T MAX . tt- N A A GRATE M4WIF GAt7t1Y17 IOFfN RIpp ir INLET EL 'M- OUTLET 1X.'59 60 ANP AIW NIIQ 99c1f101...�_.. ....,_1Vs+•1�" NOT": • _ PLAN VIEW 1. 0mut AOBoe wWtn Ptbb r4hw-cf- w nw*be pm*x.. d by torwS>!oorltrealort� f 1 SECURE TO MH WALL WITH GRATE FFAArE dQEt`( 4, 313 STAINLESS STEEL BANDS ' OLMET COLLAR fWt NO-HUB CONNFrTORkmM (MIN 2• WIDE) AND •i r '•i 6-DK (UNLESS OrWIRWTSE SHOWN) ri The of nmNlr wme>R ona with ee t«l @ f,clam Nd vkk Ewe end > I/2' Bars i' +: .M';? o : .'•. >!:;'�` '• --� 2' O►STAMCE VARbIBI E (12-ApxlMUAr) t mow.a rreR w Owe al na�prlOq oortoen�r>V M eoOaMaa In SIe NoA1q d Bie�>• Or Irler rXi 7x71!f QR I!•A7 Jl. T e ouatomrlr 1w.'uxt SAM be romporW*For I t'r um-, - 1 e I e" 6"I ,J Y OR SAHLLOII'DLNVERTSSSSLAN COUPLING E+1]Is �fm p roVAykq EPpApTIVA• .I {.: IAt1 DIA ICJ BE DETERMINED BY R'-o' � -•-r-I 2'--3 3 B' �,+----- � . ` S! SIZE OF OUTLET PIPE MAY 36• MIN a--Te' rtPE . err DIA MH SECTION A—A SECTION B-13 b >? 6- DA (UNLESS OTHERWISE SHOWN) A. The atabrw . 1e nee pmMe, **%a* am to MGaa Ca"miy, M 4gtft kAwy Ertl LARGER THAN IB` PIPE _-- -- aeleerlvalla as dew M40600my for ft N17MRit0on of ladktlee for 0*1**V 9M m%#A 1, 5' PROVIDE SPECIAL OvA0. NO TES. m /E7L4AV AREA 11nG provide fele taootw VA reNptede B>rrvde t>IYIaYIlalrl ale oorltlnu+y d>tuob tAen/0rL :��! (ITCH INLET CONSTRUCTION IN ACCORDANCE WITH AS7,M C-478 MIN ,� ' r _ f `r 6•DA (UMLESS OtHERWIFE SMOWN) • 4 N aMrar ui/ee tYS11t be nonuofsd fo►rKlprwel nl joM Yerluf 1 STAN prior fL oorwYUStlarT. 7�0+X',�,,,•.q..,�.:4 - 8 OF 3/4' COMPACTED BASE MATERIAL t"Sg1ARE OR ROUND A CW NP/91P IL Ther mid boa melee±hd em omdl" earo/debris• SUMP VOL UME REOUIRE:MENTS DXT04 INLET STRUCTURESPE FOR PISIZES 24. OR LARGER TO BE PRIOR APPROt'ED fCNt SEE PIAN IPI APPROVED (•GIrW PPIP 7W E SIZE COUPLING Di477 AFF T. Band pad(lrtp ender>1tllrn w11 b*I--_---_-� vMptY+w owe roef:y r+eBa. SECTION A-A SINGLE FAM4.Y RESIDENTIAL 3.5 CF/ACRE PRECAST _MINIMUM WALL THICKNESS TO BE 5' � PLUG p ,r /p Ase qW r! OB1N ul>Mea f:1d a 41MrRt attd bedrSMd by tN oll�frtl0f wBh 12 Y1dlq d OR111Oeed - MULTI FAMILY RESIDENTIAL 22.0 CF/`CRE RrINFORCCMENT TO BE RESAR MEETING A37M A815 GRADE 60 OR WELI)ED I.E, GNEN HERE ON PLAN - I GLASS 19 0§W u=" ifMMIiW011dNY1tAdNM. COMMFACIAJ_/INDUSTRtAL 94.0 CF/ACRF. WIVE MEE nNC ASTM A497 5' ANN, CAST MVN SW PIPE ANTERIAL AriTdrAt4L 09OLM I SECTION A - A WrE SITE AS IRIDIN r"a1'omh u . nab°"eu%ft a o+p i mmAdo r ra*mi by �.OoorelrtlllS WIET a lrpreaerAaree!or Ilrlal . It /e .00 hold amid I WATER QUALITY DITCH INLET seed 'LYNCH' TRAPPED METAL CATCH BASIN E/3� '�`/ MANHOLE UfA 40 ,� VfA 4agency T - RA WING NO. 515 DRAWI�JC N0. 250 9 1O _141k WW Hall Blvd. 13500 ,5 6 SIT2003-00016 3 of 21 DreaityTTidrV-` . flewiolM �' 16 "WDekNo UTILITY DETAILS `� 16A r �IDOCNOUM KU RAHA S H I 2100 I ►BICTIOTF New Tigard Library - __ REUSED -0i JIt ASSOCIATES. INC. REGON Final Construction Documents sp ^K►IA.1Ar4 , rD.�ap a Architecture� m-PknvAn. ��by I,,,ai„e e `CS0' Znvironmentd • aunMq Ey? No K. ARV 1 15580 SW Jay Street, Suite 200 IP Two,( a-� 1 31 1 ck Beaverton. Oregon 970M Cael�ed try h21SWM1mvKm'N tiotr.200 lortisld.(►rpm 97201-3894 7303-1''2-1917 P543-294W72 Ew�}rprNellbpoom (600)614-881Y fay (!!09)81/-9731 BA C 5 I T ( III I I I I I I I I I I I I I i l l l l l T f 1 ( 1 I � f U T I ► I I I I T 1 1 1 I I I le I I ' I I i l I I Ir NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I III I I IL ► IIII I I I I � III I IMAGE IS NOT' AS CLEAR AS THIS NOTICE, 1 2 3 I I III ___----- -�__- ----------_ -_ . 6 _ _7 .l_g 9 1 ____ _ 11 12 c- IT IS DUE TO THE QUALITY OF THE No. 16 raj°�•�'�',;,°"" IIIlilElllillTlllllllili1� 1IIIIII IIIIiII,I . - LIIIIIII TIL L I!► IIIIiiIII! rII!I191LL+�111L1.JI_.1-1------ NT NT ORIGINAL DQCUME6 SZ LZ 9 T E I lllili1111,1 1i !(! iII1I1I111 IIgIIII "Ili IITiI� w R -�,,.,.LOVA,. •.,,AIi;. 1111 L1l L.LJ (I 11111 11_2 0 L>Q1 SIDEWALK ADJACENT TO CURB 18" CAS f IRON 910 VALVE BOX TOP- CHECK VALVE DOMESTIC CHcCK A89M DOUBLE 3 N e•e' }J DRIVE INTO CENTER OF RIBBER MIN r ��MAX. LOLN (LOCATION APPROVED VFR NEPA t1 SLEEVE AFTER SLEEVE, IS PLACED _ �1 8r FIRE LAST) ME BY 4 MIN FL(A'I- IN HOLE. : i?: r t i,': '��: ` THRUST BLOCK- 4W A8 REQUff ETT II R A NER Gl ooMeSTICWMTER DRN R0 ti •. \ �,✓'�'' �y" �� F PIPE INSTALLATION TAR PARER AIMOISTUFZ� � u, . \� PRApOSEO HALL 5%LaEW.I!K EIEN. JSJ.4B PAPULATION PERUPc PER VPC 2. STAINLESS STEEL BAND (9/16" SERIES 300) (, 0 S H A APPROVED �� SECURES UPPER HALF OF RUBBER SLEEVE TO THE j 6 DUCTILE IRON PIPE TOP ELL V 115198 � LADOCR VII APPROVFD�� 14 RESTRAIN ALL JOINTS W/ - AIA MY VAULT EL EVA77ON - £LEV' ISO.J3 EXTENSION• PVC HUB. [ r LADOER TO HOVE CLEAR > 'FIELD LOW OR EQUAL GASKETS w/ASE w SIDEWALK ACCESS FROM VAULT DOOR Ali y• - `�'-"-` - PROPOSED PARKING L OT CURB SPOOL FlO x P� TYPICAL 7< 7"MIN. EL E-V` 150.58 TC [*\h �'�"T - JCS'/• .T 1 RETAINER GLAND- I DOUR E DETFCTOR y - CW__CK l,CSEMBLY 6' MEGALUG RETAINER / > I,zy� ``\ ,. . 1 rG:' ELEN 150.38 THRUST BLO(�i L. 1. COMPLETE RUBBER SLEEVE (ASTM C-443) �` V`' GLAND (EBAA IRON) --� f .� METER VAULT \ MATCH TOP Of CURB) SEE DETA/L 4 \\ \ , FIRE LINE INCLUDES A MOLDED SEGMENT THAT HOLDS CONCRETE PIER `' SHEET C5) \ �`' \ FL-0W_ PIPE INSTALLATION 6' TATE VALVE. •�' PER NEPA 1J IT IN PLACE. BLOCK FLG. x M.J. - PIPE INSTALLATION -� . , SIDEWALK WITH PLANTER PER CITY STANDARDS i', FLANNG GE 2 0, (0611 PA AI VAL VF IVE) 61C Y DISCFIARGE TO • 1 IF MIN. ADAPTOR M.J. x 6' FLG. TEE (DQ4IESAC WA1FR UNE) APPROVED LOCATION STRIP AT CURB O COMr9/NA 770N FIRE SERVICE VA(/L T VAULT BwP N 3 SIDEWALK AND DOMES77C DOUBLE CHECK • UIGUER EXTENSION 11TIUTY VAULT CO 18'�' 3 V//V, BREAK FLANGE WITH PIV AND FDC 1672-ALLMIINUM LADDFR EXTENSIC`N r ' MAX. OR EQUAL • LA00rR TO HAVE CLEAR 2 (SEE DETA& 14 SHEET C6) r ✓ ;, �7 ACCESS FROM VAULT DOOR i �i .. � � . - DRAIN TO DAYiI' $, -- GRAD ■ - �' NOTE: '�'- SEAL PIPE PENETRATIONS M �.� ■ 3 111N. OLTi SIDE STEM 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP-0 EQUAL) 6' MJ, 5 1/4 9d9EAY0 w/ NONSHRINICGROUT(TYP.)A AND YOKF - T' W�TE R TIG,TT 9EAL TBE • MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT MATH THE FOLLOWING: ,�g1VT RES/RALNT ACHIEVED PIP-NG SHALL NOT BE CLEARANCt IN 1 GASKET ` A. OIL RESERVOIR "` DIRECTLY IMBEDDCD IN CONCRETE (OPEN POSITIOPQ SEALS B. BRONZE ACTUATION NUT H. S fORZ ADAPTER OR MASONRY,PER THE STATE OF C. BRONZE SEAT RINr <A OREGON PLUMBINQ CODE (TYPICAL) D. WEATHER SH:ELD CAP FLOW E. SAFETY SLFEVE COUPLING ��""" GATE VALVE j • •• '• '. F. THREADED NOZZLES KITH '0' F21NG5 RODENT CHECK VALVE ,r .N BAIL DRIP G. NATIONAL STANDARD THREADS SCREENr , PUMP �• VALVE(NEPA 1� 1, NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. 2. SAFETY CHAINS TO BE REMOVED. T=►--r' 2i'IPESUPPORT$ 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED _ BOLTE0TOFLOOR I BY DISTRICT FIRE MARSHALL. PROVIDE T DRAT BACKWATER `•' CINCH ANCHORS I. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. TO P� APPPo� VAL`NCcEssI�) ELEVATION L"PISA" 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, LOCATION - 6. IF SUBJECT TO VEHICLE f' DAMAGED, PROTECTIVE POST TO 3E PROVIDED. FIRE LINE VAULT, VAULn5Wff7 7. VAI VE BOX TO BE IN ACCORDANCE WITII STANDARD URAWING NO. 503 OR AS APPROVED DOUBLE DEFECTOR UTILITY VAUILT BILCO r �nffl� BY ENONELA. CHECK SIZE OR EQUAL• OR EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. � 4`-W 61W/A CIIo-1tAL N SER TA-TEE UfA Q-0 eerwera�er < -- -- -- •f.ITY ENGINEER [ NO SCALE II`4 LARGER 8Y ENGINEER 6Y E NEER APPROVED EQUAL RAWING NO, 190 D"""0O•Waoff A011lfl1 FOR LARGER FIRE LINE SIZES CONSl11 T Vi4TH CITY CROSS CONNECTION INSPECTOR ary FIRE HYDRANT ora IIo. Sun"""`+� ASWMBLY COMBINATION FIRE SERVICE VAULT ATOM 542A ANO DOMESTIC DOUBLE CHECK eeR A/eMir O A I 2 3 4 6" TAPPING VALVE 12*X6' JMC 432 HOT TAP CLASS "B" CLASS "A" -' k. FINISH GRADE -le' CAST )ROH 910 J- SURFA� RESTORATION MOUNDOVER[ETR NCH NATIVE LAS IAL 12" EXISTING NATER LINE AS SPECIFIED Ix �� VALVE BOX TOP FOR SETTLEMENT { ' 6" D l_ -rte 1 -• • • --- - - PLUGGW TEE PLUGGED CROSS BMD PLUG OR CAP �. : • - • , N.T.S. 1' SCH. 80 STEEL PIPE SHAFT •'•'••• ' �� •. � ��`�-`� ':.I`-' 2' S0. OPER. NUT UR 1' SOUD STEEL ROD UNOIS�IRBED '•• . a UNDISTURBED EARTHCOMPACTED `-NATIVE EARTH LATERAL PLUGGED CROSS TEE 1 -1/8' MINIMUM 3/4' - 0 CRUSHED MATERIAL- 6• w►x J I/4- MAXIMUM Roc$ \ CONCRETE THRT BI QQK_SrH.EDUL.E CLEARANCE -� US \ - ,•' (REARING AREA OF THRUST BLOCKS IN SQUARE FEET) . • ••'. FITTING 9013END, TEE. OR 45' 221/2' 11 1/4' CJ SIZE (INCHES) PLUGGED CROSS BEND BEND BEND ROCK GUARD 1/4' STL. PLATE ••. t 4 Ot9 013 TO BE 5 3/4' CIAMETF . . _R ,. •.L.-..•j••.. _ W/HQIE IN CENTER TO '�t •��L;a► 6 04.0 02.1 01.3 -- 0 CCOMODATE MOVEMENT :• •"•• - OF SHAFT ;'► • •�:.. [: a • r 8 07.1 03.9 02.0 01.3 �••" •- :•t 12 16,0 OEj.8 C4.5 02.3 2 1/2'x 2 1 2'x 3 8' LONG - SUPPORT COLLAR WELDED 3/4`-R SHED :,•i a �� d• ""' - '_ •• I / / / TO WAFT 1/2 PIPE O.D. 16 28.4 16.5 OB.O 04.0 STEEL FLAT BAR- P1PF ZONE •OCK �'• • • ' o PLUS 6' 24 64.0 34.9 18.1 09.1 ASTM 3034 PVC PIPE ABOVE BEA TING AREAS BASED ON TEST PRESSURE Of 150 P.5.1. AND AN °°�° i P. ° OSP °°R"8� �°' ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT, TO 3'x 3'x 3/8"x 2' LONG ��'� °8� C° ° °0a��ip° 0 o ° COMPUTE GEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOLI BEARING STEEL SQUARE T119E-� 3/4'E ��-IIo O o °o oo °o O o ° \\' ` SPE qq,,� q�q, 1 STESSES, USE THE FOLLOWING EQUATION BEDDING o��oo-T7° o P&Q�O 0 O ° Co °(�O( k1t38 I KA1MNo APZM - (TEST PIE,33LIK/190) x(1500)loll.IA ARN9 5'7RM)x(TAKE VALUE) 521 1. o°° , ° o ° ,R� � (sc#' NOTES: C/rY OF 77GARD DETAIL X21 ac, 0 1. STRADDLE BLOCKS REWIRED WHERE LINES MAY BE EXTENDED IN FUTURE DELETED FROM DOCUMENT' SEE DETAIL NO. 561 \ 2. CONCRETE THRUST BLOCKING TO BE POUTED AGAINST UNDISTURBED EARTH. 1 3. KEEP CONCRETE CLEAR OF JCfAT AND ACCESSORIES. /1 4. THE REQUIRED THRUST BEARAG AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 1/2 PIPE; 0.11. PLUS 4' MIN. FOR PIPE SMALLER THAN 16' A f ENCIRCLED ON THE PLANS : e.p. 15 INDICATES 15 5Ql!ARE FEET REARING 1/2 PIPE 0.0. PLUS 6' MIN. FOR PIPE 16' AND LARL:ER AREA REQUIRED. NOTE 5, IF NOT SHOWN ON PLANS, f>tQUIRED BEARING AREAS AT FITTING SHALL BE AS 1) EXTEND 2- NUT TO M,IIIN 18' OF FINIS6i MADE INDICATED ABOVE, ADJUST IF NECESSARY. TO CONFORM TO T11E TEST WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM PRESSURES) AND ALLOWABLE' SOIL BEARING STRESS(ES) STATED IN THE FINISHED GRADE SPECIAL PROVISIONS. 6. BEARING AREAS AND SP; -IAL BLOCKING DETAILS SHOWN ON PLANS TAKE l PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHJWN ON THIS STANDARD DETAIL BEARING AREA OF 'THRUST BLOCKS ARE IN SQUARE r- FEE T.. IMIISMP.OUEMkS "° TRENCH BACKFILL - unified _ "° SCALEAAllo10 M � " ILL ILI1RlIT - OPERATING NUT om Ate. �' 9% IJaIM,lElft __�+ 6 �.�.� STANDARD THRUST OI�Ip. �. t, fxTEN51oN 505 DETAILS 9 IYA�JI lTTT7 0 I .»»► _-� „». 8 agency !3 an►.,�Ir. .'� �_ BLOCK agency I >� x Al#IAYr Mt< M1�V.L M/< RAINING A0. 280 Jc- / Hall Blvd. 13500 6 SIT2003-00016 4 of 21 Archhech.m Rlrri>rl0n robs DnwtI11{!I*13 may 2" DETAILS ti�� No P#almng 1 � 4�i16»�' � ADDENDUM KURA.HASHI 2100D New Tigard Library ; REVISED 6-10-OJ ASSOCIATES. INC. j In1cfi0T$ AN CIe11 PAMin"rin4 • Aster Resoui-es 1100 . Final Construction Documents Alli,14 %W e�m��hltee;�v;PlannbM Draw b, NrwiK No r o �1 I, AEN10S 186690 9V Joky Slrrrt, Suite 200 IP ,,,.1 ry�,,�, p Ileerwrl°o, On1jo° N7MM Oeckedby T��Om "" L ('j3,l 103 (501644-61!42 lac (609)644-0731 BA H,'I SW Mcni+cxa CI Beib�D P„n'sed,6aegcu 97205 1791 7303-222-1917 F 303.29442;7 P,gI�tee�fp.0o� �P C 6 NOTICE IIrTHE PRINT ORTYPE ONANY rl ; 1 ' III; III yiill 1111111 1111111 iii I11r IIIJ-111 11-r Ip- 111 ( 11-1 _111vill �; ;._i _l_l Jill IMAGE IS NOT AS CLEAR AS r!jIS NOTICE, � � 6 I 9 i-l--1 -I-_-i-i---i--_-i_l--i1� i0l1tlili I ill _ili-1i� il �i12 IT IS DUE TO THE QUALITY OF l � � .. �� No.36 �,`�w;�`�.�•' ORIGIN.aI. DOCUMENT 111 �Illl�l�iOaIII�II III,II IIIIrl ll 11� Eti ti� T• ti I Ii �IIIIIIOI, tII I IRI T I I L�� T l 1,Ii 4, I----�-TI T-�-i'--��T �I'EI t ► 7� T----t :I i ! T-I---- -�- i ftI►I fI 3 L----I___TI 9-�___ 9_ -_ fi_____I i I� �Itl1311, 01 MI 1 I I 1111 l ill lllll� it II IIII�IiII I�Ii llll, SII III, �I ,I Ili! 1111 111 I.III l I I I I�Il�ii,l►Illi IIIA Iiil�llll 1111 Ili,Illll l J.1.11.J1.1. �11llIJ_l 11 11Li III ��II ;I - /-.YFM STGp e� LANDSCAPE AffA • "�•y -y�' W Du► lio_lRs 0-f we O."T.Tv" d Inr1 --- - D -1— �,b1AlE DOID,.10 mr"Km PAIKMD POR e DBAMAD , ,,,• _ \X'-NA • VAR PARM POWv^.I PHRML 06 mom TUPSUE i - �•-D• �•' (10 J 1-1/.?'-M/NUS RUIC7P BASE' 1e I. CONCRETE 8411 K 3M P'8 AT ©MTaMAn0ll1 STr6l Q A00l7r11Y AT[A � —�1f1 t0 DAYS . Q M A:1 M"" CI!'ML 2 00"m INTO PANlt3IT UmAMETST ©DIST 1 WIL !Aa To t VOO SECTION A PANIC fIOPE NOT A FAUM ISM)M ANY DNRCACI AT NAIOCAPRD rAmm!Aces • CONCRETE WHEEL STOP Fi I ADA PARKING LAYOUT pLTJL) j (N.T.S.) I L I 3 I 1 , I 3/4' R 61, EDGE 8' 5 —_ — �-- DRAINAGE BLOCKOUT 3• I.D. PLASTIC ATE ' -—--� PIPE W/COUPLING WALK +EL-05 EL-05+ + EL-05 0. f n •• 16• CONCRETEti \„ r� Y `Y 1 v� 4� YY'nf�t RETURN C, Z!4 CAJR G (`� yt � yxyTy��y`"^✓(�' M 'V!- x B , O V •,'• • T EL-05+ r• + EL�../5' 50 Ifl �• ,� ' 1 r.YrKr .x �Y'k4 .'• ,yyxx '']x�'i rt7,,�� 'ti U C�� /� e �l� .'S' •;�Y;yx x R �y �`�. ��' �Yw� �t;Kra �l• kr `` ,1. A o 9. �D -0.5'+ --�. + EL-0 +� EL-O.O" + EL-05' 3' — 40 -.► 3�AC -TRANSITION PLAN (,�7 >--r/2=AIvNus�eA� CURB DIAMOND MESH ( (- PATTERN FOR , I TRACTION, TYP. _ NOTES: CONCRETE - RAMPc_ 77 � WA:-K FLARE RETURN I I I I I - 1, TRAVERSE EXP/,NSION JOIN fS TO BE PROVIDED AT EAG i POINT OF TANGENCY I ! _ _ OF THE CURB do AT OTHER LOCATIONS AS REQUIRED TO OMIT THE SPACING ( TO A MAXIMUM OF `-, _ I'—I I I 2.0 FT. - , 1 _— ''4 2. TRAVERSE EXPAF'SION MATERIAL TO BE PRE-MORED NON-EXTRUDED MATERIAL 1'RAN�SITION NTH A MINUMUM THICKNESS OF 1/2•. CURB 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART WITH A UEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECnONAL AREA. 5-O" 6'-�" - 6" - /�pI1i i►LWA Y SEC 7701V 4. CONCRETE BREAKING STRENGTH TO BE 3000 PS1 AFTER 28 DAYS. NO'S: ELEVATICiv AJ/T �� 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET I. SPOT GRADES ARE ;'SHOWN TO REPRESENT RELATIVE AND MA::. OF 3 FEET F'RW PROPCRTY LINES. R(A_ATION5HIP5 BET,WEEIJ GLIRB, WALK AMS RAMP. CONCRE',E RAMP DETAIL (N.T.S.) NO SCALE / BNl•m�NO oTrAIRTlIort _. STANDARD owo No. gem entO wpm CURB on ar 1MI� ' Ic�L +... 125 ire A„Iwll.oAlt0 C4) 5 Hall Blvd. 13500 IT2003-000 iu Sof 21 AlrhitectulC .____ — -- -------.—_ -_ — __-- Rrridon �� lkRk flrrwil,t Title 16 nay 200) EO PHOT D[?TAIL`f Planning T ��. F A ADDL.�/DUM KURAHASHI �'2100 �I�iW Tigard and L�hra �` ��J�NQ4 - REWSEO 6-10-0', ASSOCIATES. INC. In1lxiTxT+ g Library )1 1?. CMI 6lineerhlp • Maier Resourrea 211p I M1 Finan Construction Documents ��. �- nUknthca" Amhl,wclure . Planning <<i0 f lInvirommW . %rv#7imr �"b' Ikm*No � A•p� nl'—A� O� 15"() 3W JAS Stre-zl, S�lils 200 \ '. IP r '1'd.� K. ARNY�h 11""140n. M%*n 9'7" (]lacked 11 8?I SW Malrlxm it Suile 200 Pmd",Ctm" 9120SAM 1903-222-1911 F 5n2944M F pxft (11W)Nd e M! fat (SM)l,Ni-0731 ��► I�I3IICy� BA „ I 7 NOTICE: IFTHEPRINTORTYPEONANY -fir Ilf IIIII � I I ' III 1111lII III III 111 I �1 IIT II1 ► I1 11111111111 III I 1 III III Itl III � III 111 111 III ! II III III III ► � 1 III 111 I I II11 11 1111111 ' 111 i-21 I 11111IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 I 3 I 7 $ IIIII � 111110 I C.I IT IS DUE TO THE QUALITY OF THE No•36 I,Ii �I!!III IIIIllli�illlI�I lilllill I 11111II 1 )I1 7, � T 3IM13N ORIGINAL DOCUMENT 6Z I 9 Z Z Ei . TZ l 61 3 iI11 1O,I II 1fi11111111II►II1II1ISII l 11 1 911 111114111 ! $ EROSION AND POI-LUTION CONTROL MEASURES STANDARD h TOTES FOR SEDI'j"JENT FENCE EROSION CONTROL MEASURES FOR DISTURBED AREAS: 114 _- THE FILTER FABR,G SHALL BE PURGHA FD IN A CON I N000S ROLL U r?' TO THE +�� LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN .JOINTS ARE NECESSARY, K _ z•_e- i4 � ALL DISTURBED SLOPES GREATER THAN 3:1 THAT HAVE BEEN GRADED AND COMPACTED FILTER CLOTH SHALL BF SPLICED TCX�ETHER ONLY AT A SUPPORT" POST, WITH A M 4 ,� � �! PRIOR TO OCTOBER IST SHALL BE HYDROSEEDED USING THE FOLLOWING b6 SPECIFICATIONS: MINIMUM 6-INCH OVERLAP, AND BOTH. ENDS SECURELY FASTENED TO THE POST. O • Bb THE FILTER FABRIC, FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WRIER � '• y' >. SLOPES OF MORE THAN 5% THAT DO NOT HAVE COVER ESTABLISHED BY NOV. Ist SHALL E •� 'a' R� 1 BE PROTECTED IN ACCORDANCE WITH THE EROS ON CONTROL TECHNICAL HANDBOOK �'•:�'' ': -- --- ) FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXltllJtl OF 6 FEET APART AND > • DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES. A. + V 4' SE=CTIONS 33.-1 f 3.3.8. SEEDING '.'5HALL NOT BE DONE DURING WINDY WEATHER OR WHEN r•,.l.�'. " THE GROUND IS FROZEN, EXCE551VELY WET OR OTHERWISE UNTILLABLE. d� ..„•,� .d 0 ti z .. H .i 4 4 4 TRENC_,H SHALL BE EXCAVATED. ROUr>HLY 8 INCHES WIDF BY 12 INCHES DFEP, RAURa•n' J •' '� U'SLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE SEED MAY BE: SC>VJN BY THE FOLLOWING METHOU: L 1 BURIED. a1rAN nr Ir01 OR Y-Haug eRAvti y' 61� E HYDROSEEDING WHICH UTILIZES WATER A5 THF CARRYING AGENT, AND MAINTAIN' 690101 9+eT�+1+► / � ►, CONTINUC)US A61TAT ION THRC)UGH PADDLE BLADES. IT SHALL HAVE AN OPERATING WHEN STANDARD STRENGTH FILTf R FABRIC IS USED, A WIRE SUPPORT FENCE SHALL I mo'AS R`0i"1� '�'� CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A H0t,105ENEOUS SLURRY BE FASTENED SECURELY 'TO THE lJPSL_OPE SIDE OF THE POSTS USING HEAVY-DUTY r OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERI/,L. WIRE S"rAPLFS AT LEAST 1 INCH LONG, TIE WIRE OR HOG RIN 5. THE WIRE ShALL ootN DISTRIBUTION AND DISCHARGE" LINES SHALL BE LARGE EF:000H TO PREVENT EXTEND INTO THE TRENCH A, MIN►N111M OF 4 INCHES AND SHALL NOT EXTEND MORE •>b' roR analE raaY Nn alPtrdl IIE1a�[>rT111r •- STOPPAGE AML SHALL BE EGUPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY THAN ?6 INCHES ABOVE THE ORIGINAL- GROIAND SURFACE. NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRI&LITION OF THE SLURRY. THE STANT�ARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED 70 THE GR/',SS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE HUNDRED THIRTY FENCE, AND 12 INCHE5 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE • I 1 LILA �, (130) POUNDS PER ACRE. SEED MIX SHALL INCLUDE: FABRIC SHA,_L NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. Fli-TER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. • - I � c,LIJ STATE HIGHWAY ROADSIDE SEEDING MIX. ' _ lu / WHEN EXTRA--STRENGTH FILTER FABRIC AND U-OSER POST SPAONG ARE USED, THE .• O11 z FERTILIZER. SHALL BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE. WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER w Q FA1.3RIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS v+ � J NITROGEN - 22% OF THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. ep - - ° - ` PHOFPHORIG ACID - 169E SEDIMENT FENCES SHALL. BE RE=MOVED WHEN THEY HAVE SERVED THEIR USEFUL V PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY NOTES: L� SOLUBLE PUT/,SH - 8% STABILIZED. L AMLX EXMy W arc r ottP w r wds mv-t Rom e' WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY my W, sex 2-e' t'_e- aTONS PER ACRE. AFTER EACH RAINFALL ANL; AT LEAST DAILY DURING PROLONGED RAINFALL. ANY 4 3-111'CASAN Tc, 'N< REOUIRED REPAIRS SHALL BE MADE IMMEDIATELY, 90VF]eer0 AUaigeTY MAY RE91M MWMt Mama io MtE%V IT 4•`� THE EXACT TIME FOR SEEDING WILL BE DETERMINED BY ACTUAL WEATHER AT NO TIME SHALL MORE THAN I/3 OF HEIGHT OF SEDIMENT BE ALLOWED TO - erre•-alai MOM CONDITIONS. THE NORMAL SATISFAGTOR f PERIOD FOR SEEDING SHALL BE ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED CONSIDERED BETWEEN MARCH I TO JUNE I AND SEPTEMBER I TO OCTOBER I UNE_ESS INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND RE-ESTABLISHED HS NEEDED. CONSIRUCTIINN R.iK."CE Doul Drawing 4-5 OTE IERWI:E AIITt-IORIZED DY THE OWNER EXCEPT THAT CONTRACTOR MAY PERFORM SEDIMENT FENCE SPACING SHALL. BE 150 FT MAX. SEDIMENT FENCE Dotal Drawing 4-16 SEEDING OPERATIONS FROM JUNE I TO SEPTEMBER I PROVIDED THAT HE Wt•.TERS - THE NEW GRASS TO THE SATISFACTION OF THE OWNER. f 1 FAVORABLE _ PLANTING SEASON, OR WHEN WEATRHFRTCONDITIONS ARE SUCH THAT SATIFAORY v_RADI NG NOTES RESULTS ARE NOT LIKELY TO gE OBTAINED FOR ANY STAGE OF THE SEEDING AY WWo VC1RT IOPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED ALL ELEVATIONS AND GRADE LIMES 51�� ARE FtNISHEU GRADE OF PAVED AREAS OR w�unurO c Aro w/ __ -060 OF DE�410PMFNT ONLY WHEN THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. IF OPERATIONS GROUND LINE. 'r EXTEND PAST OCTOBER I ALTERNATE HAY PLACEMENT AND SPRING SEEDING SHALL 3 C BE SUBSTITUTED. C-RADES SHAI-1_ ;3E TO SUE3GRADE IN THE PAVED AREAS AND TO THE LINES SHOL�ItN FOR LANDSCAPED AND OTHER AREAS. IN THE /.REA 10 FEET BEHIND THL CURBS, THE TOP THE CONTRACTOR SHALL PROTECT ALL SEEDED AREAS FROM EROSION UNTIL FINAL 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. . 4 . INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION SHALL t.•.•( 0 BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. SUBGRADE NOT IN STRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-9c,', 6 INCHES DEEP. ALL DISTURBED AREAS WITH SLOPES LESS THAN 3:1 THAT HAVE BEEN GRADED AND AREA DRAIN .',•.a a COMPACT ED SHA!L BE SEEDED PRIOR TO OCTOBER I, WITH THE SAME SEED AND FERTILIZER SOFT SPOTS IN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF i CATCH BASIN - :3i�j).L" MIX AS USED IN HYDROSEEDING SLOPE GREATER THAN 3:1, AND SPREAD EVENLY OVER THE SITE. 18 INCHES AND BACKFILLED WITH 4"-Gf CRUSHED ROCK, COMPACTED AS DIRECTED BY Z . tt�. } THE ENGINEER. ALL DISTURBED AREAS NOT GRADED AND COMPACTED PRIOR TO OGTrIBER 1, `.-HALL BE SEEDED WITH 200 LBS PER ACRE OF HIGHWAY MIX AND SPREAD WITH A STRAW MULCH ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM LAYER 1 1/2" TO 2" THICK. WITHIN THE DESIGNATED CLEARING LIMITS. ETRIPPING SHALL GENERALLY BE 9 INCHES, Z F BUT MAY BE DEEPER IN WGJDED AREAS. STRIPPINGS SHALL.. BE REMOVED FROM THE n 5ka. EROSION CONTROL PROTECTION SHALL ESE CONSIDERED COMPLETE AND SUCCESSFUL CONSTRUCTION ARE.A. AS DIRECTED BY THE ENGINEER. FLOW �t`x�L, a = s;=1� WI-EN A GRAS:, MAT HAS BEEN ESTABLISHED. Nz/- bi i•'`S' i > PERMITS REQUIRED TO HAL_ MATERIAL FROM THE SITE SHALL BE OBTAINED BY THE _ ADDITIONAL TEMPORARY EROSION CONTROL (DURING CONST.) CONTRACTOR FROM T,fE COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL overlap of age. +fit % z., �- -� H. �c,� 0 BIO-BAGS WILL BE PLACED AT THE TOE OF ALL MAJOR FILL SLOPES WHEN FLAGGING AND TRAFFIC GOfr rROL REGkJIRED SHALL BE PROVIDED BY THE PLAN VIEWS 4 m NECESSARY, TO PREVENT SILT FROM WASHING INTO EXISTING DRAINAGE WAYS. LONITZAGTOR. 1 v��,( z i TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE IS CONTRACTOR TO BE REST'ONSIBLE FOR DUST CONTROL DURING CONSTRUCTION HOURS.CHANNELED T O THE FACILITIES BEING PROVIDED. EROSION CONTROL FOR TEMPORARY �\ 47.. o DITCHES WILL BE AS PER DETAILQI . FLOW '•; sy�.?'fi• v� m IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, BIO-BAGS AND "MIRAFI" 140 11O10A01 S FABRIC WILL BE REQUIRED AT ALL STORM DRAINAGE INLETS UNTIL ROCKING OF STRETCH IS COMPLETED AND DISTURBED SLOPES ARE STABILIZED BY HYDROSEEDING (ON-SITE ONLY). --= - EROSION CONTROL STANDARD NOTES D TCFI INLET EROSION CONTROL MAI RIX I. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION COMMEPCIAL SUBDIVISION AND LARGER SITE CCNSTRUCTI7N AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WET WEATHER CONDITIONS NOWSTIONAL MEASURES MUST BF WITH STATE AND FEDERAI._ REGULATIONS AND CLEAN WATER SERVICES-EROSION PREVENTION CONSIDERED B GS SHOULD ON SOIL TYPES. SITE SLOPE AND SEDIMENT CONTROL, PLANNING AND DESIGN MANUAL, DECEMBER 2000. LOOSE 1,I00D FIBER M(JLCH SHALL BE APPLIED AT A RATE OF NO LESS THAN 2,400 POUNDS 2 BIOFILTER BAGS SHOULD BE STAKED MM APP�I LE US1►IG ((2) 1•x2' BASE MEASURES .2% .10% <15% <20% 00% <50% >50% STOCK (2 TONS) PER ACkE, AND SHALL HAVE A MINIMUM DEPTH IN-PLACE OF 2" ON SLOPES C 20°X. acre OR APPRJYEU E9UAL PER BA _ _ _ _ PILES 2 THE IMPLEMENTATION OF THESE ESC, PLANS AND CONSTRUCTION, MAINTENANCE,-- REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY AND 5,000 POUNDS ('1.5 TONS) ON SLOPES > 20X ON SLOPES > 50� AND AREAS OF MO X DERATE (Set:. X X X 1. Gravel Constriction Entrance X X X OF THE CONTRACTOR UNTIL ALL CONSTRICTION IS COMPLETED AND APPROVED SLOPES PRONE 10 EROSION, MULCH MUST BE STABILIZED IN PLACE BY HAND OR MACHINE INLET PROTEC11ON Dotal Drawing 4-24 4.2.1 BY THE LOCAL .IURISDIGTION, AND VE-76ETATION/LANDSCAPING IS ESTABLISHED, PUNCHING INTO THE SOIL, SPRAYING WITH A TACKING AGENT OR COVERING WITH AN EROSION 2. Sediment fence or barrier at toe of - X X - X X X X x THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJEi.T IS BLANKET SECURELY ANCHORED PER MANUFACTURER'S RECOMMENDATIONS. Pcq, 4_1D9 disturbed area(Sec.4.3.1) _ APPROVED UNTIL THE LOTS ARE `TOLD. 3. Undisturbed buffer at toe of disturbed A(2.) a ea(Sec.4.1.2) � 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARL r 4. sediment fence installed rm contours X X X - X X X MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, CATCH MiIN ORATE S acro )(Sec. 4 3.11 -- 140 DISTURBANCE BEYOND THE CLEARING LIMITS 514INLL BE PERMITTED. � g ) (3.00' 150) (100 50' 25 25' r WMR rtP �Ao R�IQVAL -- � THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE l 5 Temporary Diversion dikes/swales * * S DURATION OF CONSTRUCTION. CATCH -.;. ..., UVAN90N R177RANT around active work areas Sec. 4.2.8 _ MAINTENANCE •rt7 r�ecR WET WEATHER MEASURES 4. THE ESC FACILITIES SH014N ON THIS PLAN MUST BE CONSTRUCTED IN CONJL'NC-TION WITH ALL '* L• GL NAND GRADING ACTIVITIES, AND IN SLIER A MANNER AS TO INSURE THAT SEDIMENT AND EROSION CONTROL MAINTENANCE PERIOD SHALL BE DEEMED OVER WHEN ALL SITE CONSTRUCTION IS COMPLETED AND ACCEPTED AND ALL EXPOSED AREAS ARE PROTECTED SEDIMENT LADEN WATER DOES NOT ENTER THE DRAIiNAGE SYSTEM, ROADWAYS, OR VIOLATE s1oRa, _ _ B.B. Est aFliehed grass(Sec. 4.1.2) '-� ' T SEDIMENTDIM APPLICABLE WATER STANDARDS. BY PERMANENT COVER. AT THAT TIME TEMPORARY EROSION CONTROL DEVICES SHALL 19121M`wwo 7. 2"-min straw mulch cover(Sec.4.1.4) O A O O O O BE REMOVED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED l3. Erosion btankits w/anchors(Sec. O O� O - O 0 O SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC_ FACILITIES SHALL BE UPGRADED AS 1 VO_YEN POLYPRpP�ENC AAGK _ _ NEEDED FOR UNEXPECTED STORM EVENT i AND r0 E..,I5URE THAT SEDIMENT AND SEDIMENT 9. 6-mil Plastic",911 cover(Seo'4.1s) O O O O O LADEN WATER DOES NOT LEAVE THE SITE OR ENTER THE STORM DRAINAGE SYSTEM. CATCH SA IN F+Mn. 10. 15e 1-�Rlent trap or pond(8ea.4. .11) O O O O� O 6• THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR. AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FLUCTIONING. Parrxwcnc A LOG BOOK IS TO BE KEPT ON SITE WITH INSPECTIONS, �11D}aAetr•� °, [IIQTI>Jmf MMTP05T CONSTRUCTION -7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER - - -`-- _ --- -- - 7 - _ --- HF!vH r. ALL CATCH BASINS AND GONL'EYANCE LINES SHALL BE CLEANED PRIOR TO PAVING, 11. Reestablish ground cover or X X X X"- X X X X t THE CLEANING OPE-RATIONS SHALL NOT FLUSH SEDIMENT-LADEN LNATER 114TO THE DOWNSTREAM s,w1 PIE S; landscape prior to removing erosion - - �� I. I. PriYalesCce control measures Sec. 4.1.3) �YSTEM. �� - 8. ;:TABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THD: BEGINNING OF CCNNSTRUCTIOM AND Y•��,�ry , FH.TTf, LACK a�11-V�IVW _ ._ -" Key: X =Base Measure MAINTAiiNED FOR THE DURATION OF rHF PROJECT. ADDI TIONAL MEASURES MAY BE REQUIRED TO TPR 1ON-WOVEN POLrUPL_E�_ A=Alternate to Base Measure indicated in parenthesis INSURE "THAT ALL PAVED AREAS ARE:. KEPT CLEAN FOR THE DURATION OF THE PROJECT. J5-10.K #=Optional Base Measure, can use as applicable 9. STORM DRAIN INLETS, BASINS, AND AR1--A DRAINS SHALL_ BE PROTECTED UNTII_ PAVEMENT =Supplemental Wet Weather Measure(Oct. 1-,Apr, 30)(Seeding prior to Sept. 1) SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ES-TABLISHFD. 0=Alternate Wet Weather Measure to 10. PAVEMENT SURFAGES AND VEGETATION ARE TO BIE PLACED AS RAPIDLY AS POSSIBLE. Note: If different areas of the ode have considerably different Slopes,the site may be divided up and 11. SEEDING SHALL BE PERFORMED NO LATE=R THAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. ITO&ISSEU CURB M T CATp4 ONW6 MUST SE erosion rnessures selected for inch area from the appropriate column In thb matrix. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTA13L 1511ED FR() 1 OCTOBER IST THROUGH APRIL 30TH, SLOCKME Or "'*" A'n11°1 SAdRIC'O s"pC7 THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION PREVENTION r [�IMMM�by Mr AM1F AIMM Tot AM TO a` _ AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REGIUIREMENTS. 13. THE DEVELOPER SHALL REMOVE ESC, MEA.SURI--S WHEN VEGETATION IS FULLY ESTABLISHED. � MET PROTECTIOM Dtlnl Oreekq 4-25S� TYPE 6 Pep 4-110 Hall Blvd. 13500 SIT2003-00016 6 of 21 Architecture ltevi,iar roam vAu i 0 May 2003 _ t)+tn InR rrtk KURAHASHI pfoj iNo 1�• EROSION CONTROL Phuadng ' New Tigard Library �. Irtterioie ac ASSOCIATES. INC. 2100 t, �'�116r4f* (lhil RnSinwerfing • hater Reewreot CMWAIWh*t%Me Construction Documents �Iv{ronm ntal- SSurte'itq P�� OR N 1 Drawn try Ihawiog No 15890 Sir day Street, 4ulte 200 IP spF vi►Is.��0 O�1 �1 Sw Moniaml ST SalkM) Pmflwat,(kn� moa-tlg4 lrW222.1917 V303-?%4)772 A. Tigard,Ompm (M)6"-6842 /fax;(55W)e44-East ow"nr ,�� k. Aavt� C9 ,00BA �jQ t2 :IIO� .-._._,.-.,.,...,......�.-_.Lwow. -,.....�..........._ t NOTICE: IF THE PRINT ORTYPE ON ANY 1-�Ililil + il III ! il ► II III III til III lir ! II li ! I ► �1 -11TIlil IMAGE IS NOT AS CLEAR AS THIS NOTICE, III III III "1� 1 III III III III III IIIIIII ' I IIII 1111 ! 11 ! Ii 111 III 111 1 1111 If ! l � l 111 111111 I I I I ' � ! I I ! I I ! - I 1 + 5 � _-_- _ _----------._? _.- .. _- --- --3 ----__ _ _ 4 _- ------ - --- --------- --6 • _-�--- -- ____-�-----8 _--___ ---_9 _ ---- -- 10 ---__ --.---__ 11 - __- __ ; �- � r IT IS DUE TO T HE QUALITY OF THE Ne.s6 I►ll_ll lilI-I-�IIIII III-A I_III IIII IIII IIII IIIIIj►+I,Illll l l 11L►11111 I111 «�I�� LII III, Illi Iilli I,III II►, I I1lllIlilll, llll IIII I,il (III IIII !11 11 Tfill IIISI lt IIbII T IIE TII III�1I;I TIIIII lliTl TtIILLILIIIITIiII IlfllII8 1 I - 9L I►I�EII6Z 9 lif III•ll 111111 (i11J 1 �u1I b_ ll EllLI 1�1111 l--l-u� T111111tl+I 1J.Iw11ORIGINAL DOCUMENT Hill 111111 II, +� _ I V GL-TA TION �. l PLANTING LEGEND TREES PLANTING LEGEND ABBR. QTY. SYMBOL- - COMMON NAIVE SIZE CONDITION - - -- ---- j / ABBR. QTY, SYM60L BOTANICAL /COMMON NAME SIZE/SPACING COND11-ION �\ / % \ s•, ALRU TRIBUTARY CREEK 8 o Alnus rubra / Red Alder '._� ' CAGB 1290 » 4 B&B Carex obnupto / Slough Sedge 12 O.C. CLUMPS CRDO 5 Crataegus duuglasii / Douglas Hawthorn 4'-6' E1&6 JUEF 750 Juncus effusus / Soft Rush " / ( 12 O.C. CLUMPS f (3) CR \ FRIA 3 + Fraxinus latifctia / Oregon Ash 4'- 6' B&H SCMI 1290 -(1) QUGA / Scirpus microcarpus/ Small-fruited Bulrush 12" O.C. TUBERS (3) QUGA i/ (2) A U L �' QUGA 7 • — Quercus ar v�:u Garr Oak j--- , �,• � •.� X240) •CA�b• g ry / Y 4#-61 B&B TE(�R 750 L Tellima grandiflora / Fringe Cup 4", 12" 0 C POT __ -� `�✓ ` SASI 10 Salix 4:,chensis / Sitlea willow 4'-6' B&B - -_-(3} SASI J l ; (�4Q� ,CMI \, - _ -\ 1 1 -z SHRUB ROOTWAD .TYP. _ COSE 56 Cornus sericr 0 G��E� ABBR. QTY. SYMBOL BOTANICAL /COMMS N NAME SIZE/SPACING CONDITION', LIVE STAKES (450) CA08 9Et 'P l` F PNNU =-_ ABBR. QTY. SYMBOL BOT - ea / Redosier Dogwo.-ld 2 GAL., 42" O.C. CONTAINER ANICAL. /COMMON NAME APPLICATION RATE CONDITION COSE 200 Cornus sericea / Redosier Dogwood 2' O.C. LIVE STAKE � (3) ALRU _- �-_- (450) SCMI . . _ � s� 1�fr NODI 26 ® Holodiscus discolor/ Ocean-Spray 2 GAL., 60" O.C. CONTAINER MIN. ?.' - / -- - LENGTH 1 - - -- 3 ALRU C) ` ROr't 36 Rosa pisocurpa / Clustered Rose 2 GAL., 42" O.C. CONTAINER ( ) i ,/. is � SACE 33 Sambucus cerulea / Blue EIc:3rberry 2 GAL., 60" O.C. CONTAINER - - NOTES _ - - - BERN, CUST `�� H01 J - —RSI VAD TYP � UNDER NEWL'� PLANTED TREES E BARK MULCH TO A DEPTH OF 2 . U ` E /'� ,--` 1. CONTRACTOR SHALL VERIFY ALL QUANTIT]ES, MEASUREMENTS AND SITE CONDITIONS. 7S " 2. THE CONTRACTOR WILL STAKE, OR FLAG, PROPOSED PLANT BED AND TREE LOCAT�DNS. AND SHRUBS. �• _ ��-�"�'-- - �--- —�1`- 20"WILLOW THE CORNERS OF ALL SHRUB AND GROUND COVER BEDS SHALL BE STAKED TO ALLOW FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 8• A_L PLANTS, MATERIALS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM \ DITCH W SEEPAGE TO NORMAL LANDSCAPE INDUSTRY STANDARDS. INFERIOR PLANTS OR SEED WILL j -19-•-L0�4J5/ '�,� �,� �,.. (4) SASI ____--------- 138-.� �000FLOYM••-�� • ,.,..,. DO --- 3. A PRE-PLANTING MEETING WILL BE HELD. CONTACT OWNER'S REPRESENTATIVE AT LEAST BE REJECTED. ` Ex,st ti+ri ~` TWO WEEKS PRIOR TO T41S MEETING, SUBMIT TO OWNER'S REPRESENTATIVE WITH NURSERY g, CONTRACTOR SHALL CONTROL E3L1 RRI 5 �\ �26) IDI t � AOB �5j SHIPPING DIST TO VERIFY PROPER SPECIES AND QUANTITIES. PROVIDE ONLY SOUND, E , THISTLE, TEASEL, PURPLE \ \ \, \ New rim HEALTFIY, VIGOROUS PLANTS, FREE OF OE;ECTS DIS LOOSESTRIFE, SCGfCH BROOM AND _ED CAN r` _ EASES AND ALL FORMS OF CANARYGRASS WHICH MP,Y DEVELOP f 7----- _� ,;1 kgRp) SCMI INFESTATION, SAMPLES OF PLANT TABS, COMPOST, AND SEED MUST BE SUBMITTED ON SITE IN NEWLY PLANTED AREAS UNTIL FINAL ACCEPTANCE. LOCUS OC U \ F"! A r3j BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. � 6) R \ 1 NO PLANTING WILL BE PERFORMED BEFORE THIS MEETING. OWNER'S REPRESENTATIVE f 0• CONTRACTOR SHALL PROVIDE ONE-YEAR PLANT WARRANTY AFTER ACCEPTANCE A OF PLANTING BY OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL 750) JUEF MAY MAKE ADJUSTMENTS TO PLANT LOCATIONS AT THIS TIME. L REPLAC � \ ' N---, WETLAND \' E' DEAD OR UNHEALTHY PLANTS FOUND BY OWNER'S REPRESENTATIVE AT E ALL (7 ) TE R \ 4. PLANTING PERIOD IS WEATHER DEPENDENT AND PLANTING SEQUENCE SHALL BE THE WARRANTY PERIOD. SEE SPECIFICATION SECTION 2950-1.8 E THE END OF �5l 0;,� BOUNDARY ADJUSTED ACCORDING TO SOIL MOISTURE. ALL TREE, SHRUB, AND GROUNDCOVER LL(UJ WETLAND RESTORATION PLANTINGS SHALL BE COMPLETE BY THE THIRTY FIRST OF OCTOBER AND ALL GRASS 11• PIANT QUANTITIES SHOWN ON PLANS ARE FOR CONTRACTORS CONVENIENCE ONLY. SEEDING SHALL BE COMPLETE BY THE FIFTEENTH OF OCTOBER UNLESS PLANTING PERIOD THE CONTRACTOR IS RESPONSIBLE FOR PLANTING AT THE SPECIFIED O.C. DISTANCE 1010CUST \ AREA = 7800 SQ. FT. IS EXTENDED BY OWNER'S REPRESENTATf`•'E AS A RESULT OF CONTINUING MILD WEATHER. SHOWN ON fHE PLANTING LEGEND. GENERAL NOTE: `�-----� ` \ 12. STREAM AND WETLAND PLANT FERTILIZATION REQUIREMENTS SHALL CORRESPONDT GENERAL NOTE: '- \ \ \\ KJ6 5. KEEP PLANTS MOIST AND SHADED UNTIL INSTALLATION. DO NOT LEAVE THEM IN 0 THE SUN OR LET THEM DRY OUT. 'NATER PLANTING AREAS AFTER PLANT SPECIFi�.ATIGN 02930 - 2.2 FERTILIZER. 1. SEE FIGURE 2 (THIS SHEET) FOR \` \, 1 D.1 �L �\ INSTAl.LRTlON. �___� 13• PLANTING AREAS SHOWING TWO DIFFERENT SPECIES (I.E. SCIRPUS AND CAREX) SHALL PLANTING LEGEND AND NOTES. \ BE PLANTED WITH EQUAL NUMBERS RANDOMLY SPACED IN PLANT BORDER AS SHOWN. 6. DIG. PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE 2. SEE FIGURE 4 (THIS SHEET) FOR PROTECTION FROM INJURY. STORE PLANTS IN THE MANNER NECESSARY TO 14. INSTREAM WORK SHALL TAKE PLACE BETWEEN JUNE 1 AND SEPTEMBER 30. SOFT' GABION (ROOTWAD) DETAIL. ��pf; - \ r�"" ACCOMMODATE THEIR HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS 0 5E,My.yy2d NORTH IF NECESSARY TO PROTECT ROOT BALLS AND KEEP THEM FROM DRYING 15. CONTRACTOR SHALL NOT COMPACT BACKFILL. "w OUT. WETLAND MIT IGATI ON PLANTING PLAN WETLAND MITIGATION PLANTII�IG LEGEND SCALE: I"=20'-O" - (PLAN) PERMANENT IMPACT -- UNDISTURBED NATIVE SOIL - -� EXISTING BANK AND BEL, �., �;:' � ti1 _w..r; ... \\ ��,,� •cLIMIT OF EXCAVATION COMPACT NATIVE SOIL BACKFILL TO 80% - , .,: .,..a, .<,.,.. . � ' , .,;,�. ;: :x.� ,,;.,• � ;/y -� / : 1j�%- TEMPORARY IMPACT 5:1 GRADING IN BUF �2 NO TREES REMO 2"X4"X24" WOOD STAKES CUT L , 7,5T I �, FROM UNTREATED DOUG FIR 2"X4" STAKES 4' O.C., TYP /PROPOSED STORM ' r., LIV ' STAKES ROOT WAD FINISH GRADE •LIVE STAKES ® 2' O.C., TYP. / \ F TLARRLANKA BIO D-MAT 90 PROPOSED SANITARY— tr ( \ EROSION CONTROL BLANKET t .i (OR APP. EQUAL). TYP. STTORMVDOUTFALL INTO BUFFER AND r- 1 fir J , w --0 HEiOHT WOOD STAKE 1 VARIES - - BERM �\ ._-__WETLAND BOUND do 41 - sbl .` , / `'►� -0 SECTION / ow ROOT WAD _ "'r�51 "LUCU _ EMBANKMENT fit• �. \' \ _ ---- -- 138— DEPTH PLAN `��----�. `� \\ E-.tisr S•5 Alf! _ _---'-� ,� 141.59 Ne w rim N% NOTES: 150.j0 / 1. ROOT WAD TO PROTRUDE INTO CHANNEL THE DEPTH OF THE ROOTMASS AS MEASURED FROM EXISTING BANK CHANNEL. 2. TREES REMOVED FROM SITE SHOULD BE UTILIZED AS ROOT WADS. COORDINATE WITH OWNER'S REPRESENTATIVE. S T� o sl�NY 3. CUT LIVE STAKES END TO A POINT FOR EASIER INSTALLATION. wG RF NORTH 4. TRIM OFF BRANCHES FROM LIVE STAKES W/ CLEAN CUTS. o d 5. LIVE STAKES ARE TO BE PLACED 2' O.C. r- Trrvim J.Ruybal 6. BATTER ROOT WAD TO MATCH EXISTING CHANNEL BANK. Hall Blvd. 13500 Vr ALG 3 -I EMPORARY nND PERMANENT WETLANLD IMPACTS SIT2003-00016 kP SCAI_C: 1"=20'-0" 7 of 21 (PLAN) 4 SOFT GAB I O N SCALE: NTS Amhik-durc �— — — _-_ _.._ �`_____.-_._—__ __ -- (SECII,)N PLAN) Pl�nnil g 16 May 2003 Prq^1 No WI�:TLAND MfI LGA LUN New Tigard Library & ASSOCIATES. INC.AATAS iI 2109 PLANTING PIAN AND luterlont de r►1 aer►, • talaRosureConstruction Documents ra°rb D", TAU (M lwads"p• Archltectum . Planning 1 Zrnlroameolal %ir"yIng L""by mnriq No 155M 911 Jay Qtreet• suite 200 TR 61 19W Mrnrn m 4t 9ui1c 2lXt rer6nel,lhegt,a 97205 31191 T 503-292.1917 F503-2%4%m F.�ffV*tW,&p.=W Tipid,OrOg011 Bea•erl a. 0►egon r Ms (6m far (503)*._o?3l L3 *2 TICS: IF THE PRINT OR TYPE ON ANY -F[ I] I I I I I I I I I I I I I I III 1 1 1 1 ! 1 1 ( 11 I I �("` III III III III III III I I I II I I I IIII III III I I III 1 1 1 1 1 1 I I I I I I ( l i I I I ' ! I I 1 1 1 1 1 1 1 1 III I III I I I A -- IMAGE IS NOT AS CLEAR AS THIS N I I I I I I i I i I I I I I I I I I I III I I I I oT�cE, 1 2 3 ' IT IS DUE TO THE QUALITY OF TH E ------ - ---_- - --- ---- _-1- 1 -^_ 1 /L. ORIGINALDOCUMENT _ -------- - --- ------ --- - ------ -- ---- -------- _ -- _ 0 7 5 Z 'b 7, E � ti t Z O I I � 1 It T 6 8 L ILII JI! lltllll�llll I I ILII ' III 11 ILII ILMI► IIIllIIIIII►1l. lLlII1,..11llll Illi�li � I II lilt II11 ►1�11111 IIII,III� ILII llll ILII III! III! III1 IIIIIIIII .LII ILII ILII IIlI ILII ill► II 111111► llll 1111 II�I,IIII Lhl li.l.� 11 .11 � �lil � ! � I I I \ 1• ' ... /b AL(/tK �I � ,mom � � � \ 1?CM i 4 12;UDERS ` 4-cz grjO� / VEGETATION REMOVAL AND PROTECTION LEGEND O'616 ✓ B w 6 O '� / \ 7/�7r 4 OAK TREES TO BE REMOVED / 11 ALDER e \ �_ TREES TO REMAIN '--1 1 ~ / 6'-0" TEMPORARY CHAIN LINK TREE PROTECTION FENCING (SEE 5/1-4.04). CONTRACTOR SHALL NOTIFY CITY ARBORIST AND 40� OWNERS REPRESENTATIVE FOR VERIFI TI T%t/aIPLE W� � � VERIFICATION THAT TREE PROTECTION e.` 12 010-DEC \ \ I I I I �- -� �l�\ . CONSTRUCTION MEASURES ARE IN PLACE AND FUNCTIONAL PRIOR TO 16 AMAGNIOLA J I = 151WLLOW / i -� �N O � � ■ ■ � LIMITS\ \ I E- /� L ITS OF DISTURBANCE 6"t--DAR \ e 13;4P LE I 'WiLLG' P` J6',1('PLF _ I I ` I �36"fY)LLo �L EXISTING TREES TO BE MOVED; APPROX. (8) 8" CAL. FIR i #32 CEDAR \\ e 2a CELz4� 12 AP�iE � . j \ � TREES AND (9) 6"-8" MAPLE TREES. CONTACT CITY \ • FORESTER FOR DIGGING AND TRANSPLANTING INSTRUCTIONS I \ 15hlOLY 11"HGL!_Y \ ' 7CELTAR I '� e e e r,16"10LLY 4 Cr ' \ 15"ALY I ,15 HOLL Y 24'�IOL 1.�' \ / VEGETATION TO BE REMOVED �' -� ■ �� ■ ■ �� ■\� e� ■I■ I I /. __ SEE SECTION 02230, SITE CLEARING ALL INVASIVE PLANT MATERIAL TO BE REMOVED (SEE ■ J • \ _ `/ / SPECIFICATION 02920(3.2)(6)(2) FOR LIST OF INVASIVE I — —z►► — .` / SPECIES). AREA TO BE REPLANTED PER L3.01 do L3.02 1. PROTECT ALL TREES NOT IDENTIFIED ON PLAN i FOR REMOVAL FROM ALL STAGING AND CONSTRUCTION OPERATIONS. xA > I 11i 1 oy �' �• � �` 0 Of1'R 187 IR SW 0mAF RA S�. z I \ I� _., • /� I l �� I P x .� f ;NA 1-!e L / �4 I z;QIP A I / 77 140 I I ■ � .� ! 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I I III I i I I I I I I _____ IMAGE IS NOT AS CLEAR AS THIS NOTICE I I I � 1 1 1 I I I I I I SII I I I -II IT I D J01 �Z- S UE TO THE QUALITY OF THE No.36 �` � low, : ORIGINAL. DOCUMENT __-- --- --- -- ---- --- - -_ _ ---- ----- - -- — -- -,----- --- - — _ -- � �Z 8Z LZ 9Z � Z � Z EZ Z TZ OZ I Fit 8T LT 9i S' I fi � f; i ZT TT T 6 8 L I 8 � � F Z Taltli�w I 1 II I I l I illfIIIIIIIIIIIII►IIIA► IIIIIIiIiIIIIIIII11111�11.111L11�1_ �II�I��J1111111. 111111111111IIIIIIIIIIIIIl�IIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiillllllillllillliilllllillllli.11ilfillllil I III! Ill .11ltllllllll Ill 11 l �>1�1.,_I 1111�1�11, KEY NOTES: (✓7 TOP OF 24NK c N \ / �/'� O1 AC� a` ,IBLF PARKING SPACES. C) \ a _- STANDARD SIZE PARKING SPACES. �. COMPACT PARKING SPACES. CURB; O WHEEL STOPS; SEE CIVIL PLANS. \1 \ 06 ASPHALT EDGE - NO CURBS; SEE CML PLANS. \ 1. � ' \ r ..�____I � •. \ I J \/ I '' \� . (DCRUSHED GRAVEL SURFACE - TYPE "A"; SEE SPECIFICATIONS \ / I I I ,moi E~ CRUSHED GRAVEL SURFACE - TYPE "B"; SEE SPECIFICATIONS s 105 PARKING SPACES (5 HC, 70 SS, 30 CS) -Co �? \ - I �� 10 CURB CUTS N -- 1 I \ \ I I BUFFER LINE I PLANTING AR fA I I A CESSIB WALK I I ~ \ I OWNER I /I SEE HEET L1.03 dl: L1.0� I I FORINLARGEMENT I I GAR6EN I 1� \ 10'X12' WA§TE STORAGE I I ) ) / W000� FENCE ENCLOSURE '\ 1. \ I I -- __ -.-(2) s WOOD GATES X r \ _J , C MMUNI x /� B ILUING 11 I I , 1_ SELECT. A�GAS CMU E CLdSURE FOR rt ME t ERS 7 TRAN$ORgER do _ _ / I V I I - -# \ �' GENT R Fc Q SEE HE L1.04 k1 -T — '— — -- — "1 — LIBRARY 1.07 FOR ENLAR LKq�VT SW OMARA ST: _ _ _ . _ c _ 1 (2) OK LOBBY - (26)BI CLE P. HUNDRED AR ; L IKIG `h'NE / I FLOOD PLAIN \ I iL • "J \ i's,'�'S' AND $ R ICBOUNDARY 1 - I g -DONOR RICK ;, jam%iii,; . APEA BANDS [ HEI X--WOOD BE HESRAISEU/ :f. J CROSSWALKL4*4 i 000, I I II 4 �� to / \ I HET Foi- I C OES K 4 / 5 / L _(-� 1. 5 F / 0 Ft1OK RETU S �ICYCLE , I O / ' I ME 1 - I - 3 b 3 r t;` /Je PARKING(9) � \ I \ -E fi -- 1 Q. I - - STORMWATER SWALE I � // I 'I 1 I I I CENTERLINE 4 L / 1 I 1 \ � c .70 4 H2 [��L \ r I, / 1 L A L J 1 I I I I FUTURE ENTRY PRIVE4000, -j oo I }(` ENTRY DR NE r r '` / / \"- ->, .L _ 1 I -- _- " y_ �- - - -- - - -- - _ -- _ -- I � I I I � � --•�---,� .�-`�-_ — �,.. ._:;. �---.___.�-'� -�� I �. per Hall Blvd. 13500 _f S� ------- -wl-,. \ �\, \ 1 SIT2003-00016 Mb-- I � /,/ / -� � I�� - r _ -I•- � � 9 of 21 51T P AN �� , X2.1 SCALE, - -o O I5 30 6G� 1>eto Revisions ---- l 5 T C' p lMwin4 I dle 19 May 21103 6WHOLE SHEET 6-12-03 �{ RSITE PLAN SRG PARTNERSHIP INC REVISIONProject No 142 New Tigard Library ( rrenWoi216 ks, � cmm1 ►�„o r- � i� INTERIORS • ARCHITECTURF PLANNING INTER Construction Documents hc I.MLf . IktainpNo .�n��ncK�� 1o�1bo 9 (; AF..FAHA wit by 621 5W Mnnlaon Sheet,Su�1a 200 Portland,Oregon 97205 l�v�'�'�'�m'Lkrr �BJYV . , OREGON �kl 24 NR•hd Awmw,Swh 100 V" L1001 T:SOJ 221 1917 f 'fU�294.0272 www.e�ppertr ahlp.coin Tigard,(�gon �"�'"�'�"e"'9'� (ha[t�d �'7nv�„ x,12 CAK b m. ;,. -. ....�..:..- ,. •sal�rr+eYs.,a ,,. xu'•m.4t!.:3�' r.. 4..�a k s --.. ......,.... ., .... ._ .•.e..a^..rl-.-..... .. .rii.: ... ....._,,,,jb,,,pi.': 4ew.'.. ,.. iniyiw:, 3 5" NOTICE: IF THE PRINT OR TYPE ON ANY v 1] 1ll ► IIlIII IIIIIII Illllll IIIIIII IIIIIII IIIIIII I �'I ( I (I IIll III i � lll � l Ill1lli I1I 111 111 1pIII' I I IIII III 111 1I1 1 1 III111I1 ! IIII II ! ' Ill1I Jill , I � I �- IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ _ -- -�. ------ ---- - --- ---3 - ------ - 4 ---- --- -5 ---- --- ---- 6 - ' ' g - ----- gl - - 101 ----- 11 ---------- 1 �- IT IS DUE TO THE QUALITY OF THE — - No.38 ORIGINAL DOCUMENT - - ---- - -- --- ---- -- -- _-- __ ___.. - ----, ------ _.- ► ----- ---- - -- - -------_, , E 6Z SZ LZ 9Z � Z � Z I �. Z Z TZ UZ 6l SI .SIT 9I 5t bT � I I ZT > T TIL9 S E Z T �1dL�w II IIIIJIIiIIIII Ill ill Jill Jillil �lillJ JJJI� �llJIIJII.IIJ� II. IJJ JIiIJJJi �iiJJJJIIii �Jliliiiiilil�lil� .JIIIJIIIII ► IIIA ►1►I IIII �� IIII► ► I JI �� ► 1 ► III III. IIII IIl1111111111IIIIiII IIII II ilrli� l �lll lea � �� u <<� I LEGEND \ COMMUNITY BUILDINGS I 1 - 1 LIBRARY _- \ �-•--`�- CONCRETE PAVING L4.01 CRUSHED GRAVEL PAVING, T`.'PE -A"; SEE SPECIFICATIONS F 7_77 CRUSHED GRAVEL. PtVING, TYPE "B"; \ \� SEE SPECIFICATIONS w I G LOBBY BRICK PAVERS (OWNER PROVIDED, . CONTRACTOR INSTALLED) L4.01E\I I ' �.� l \ 1 � ` '�, I ••�, l__ I / ! CONCRETE ACCESSIBILITY RAMP RAMP SLOPING DOWN IH W/ �' �`� � _ EXPANSION JOINT L4•.01 L4.01 EJ L4.01 I __` -_._.- CONTROL JOINT 1 L4.01 6 AERATION/DRAINAGE PIPING L4.04 •_�`'-•�_I \ \ '. • ' ".,._.� SECURITY FENCING 8 9 \ 1 1 Q 1_4.021_4.02 \ D , CONCRETE RETAINING WALL CMU WALL !/* 1 --- J---- — -- -- — r. 1 O 1_4.01 3 \ KEY NOTES: fl __013 I 1 BIKE RACK "A", SEE SPECII"I!;ATIONS. \ ` I' I ` 13 �•�r:'•�i.'•�i:' !i r. ` EJ / ;,r 18 ` 0 111 PLANTING U BIKE RACK "B"; SEE SPECIFIC,\TIONS. ° AREA \ /•` �`.� I \ 1 � \ •;.y. tri :r:;i.li ''�i:'•i, _' � \ \ ' '' ' '' ' � � �-•• �f CONTRACTOR INSTALLED. SEE SPECIFICATIONS. \ ` ;\ , r. ., , r. ., r. ., r. \ i V BOOK RETURN "A"; OWNER PROVIDED, BOOK RETURN "B"; OWNER PROVIDED, , r .,•r ., r. .,:r. .r. . WI '. r 1_4.02 CONTRACTOR INSTALLED. SEE SPECIFICATIONS. r r. •r. •r. 'r. •r. 14 'r. r 'r r 'r. 'r. •r. I 'C"; " BOOK RETURN C ; RELOCATED FROM EXISTING 17 cJ r '' r ' r.'' r.' r.' r:' I LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. •r. .,•r. .,•r. .,,r. CONCRETE PLAZA. ,y L4.02 r. r. r r. r r. � \ •, r. ., r. , r. ,,:r. .,:r. .,;r. ., PLANTING 0 7 CONCRETE SERVICE AREA. AREA \ r •r •r. r. •r •r. 'r � ® ASPHALT SERVICE AREA/DROP OFF DRIVE; SEE r. ., •r. r •r r. •r. EJ r. •r. •r. r. r •r. CIVIL PLANS. r. •r 'r. r. r 'r. r 6 O9 ASPHALT PARKING; SEE CIVIL PLANS 01_4,02 ACCESSIBLE PARKING SPACES SEE CIVIL \ O ' PLANS AND DETAILS FOR LAYOUT AND STRIPING REQUIREMENTS. r •r. •r. •r. r, r _ �-o 11 CONCRETE CURB & GUTTER; SEE CIVIL PLANS r6 12 RAISED ASPHALT CROSSWALK; SEE CIVIL PLANS I :r.!','r !i:'•!i:r:!. 'i:li:' !i:! �— _ 1_4.04 13 TRUNK OF EXISTING TREE TO REMAIN; •. �, r. r. r. r. r I 6 \ 13 SEE „ r. 'r. r 'r. •r. 17 I •.:��i:l;i:l;i:' `•� I +� \ SHEET LO.01 7•� `'r 1 SEE 4 L4.�2 IrJ �� D;R;P LINE OF PONDEROSA PINE TREE 1 L4.o, I r. 4 1 y 1_4.01 � \ I 18 1`NICKErIED CONCRETE SIDEWALK L4.01 15 20' FLAG POLE -- OWNER PROVIDED, I 15 I EJ CONTRACTOR INSTALLED. ` - I 16 UPI_IGHT!NG FOR FLAG POLES - OWNER i 7 PROVIDED, CONTRACTOR INSTALLED. SEE EJ / / I� l- �-= • • ELECTRICAL ^LAr�IS FOR TYPE AND POWER I 1 Ti / / I� / 1 I \ �� I / REQUIREMENTS. r, 6 w� 1_4.02 POLYETHYLENE LANDSCAPE PLANTERS; SEE 1_4.01 I I , , I �I / I I SPECIFICATIONS; BID ALTERNATE NO. 11 -_-CEJ _ -L �-� -- Ed _ 18 LIGHT POLE; SEE ELECTRICAL PLANS. LA O 19 ELECTRIC AND GAS METERS; SEE UTILITY I I \ \� REQUIREMENTS ARCA I ' PLANTING PLANS FOR FQUIPMENT TYPE AND MOUNTING //�-'/ / � PLANTING \ I 1 � �. AREA �� \ \ - ©0 TRANSFORMER; SEE UTILITY PLANS FOR \ 1 16 _ -- I --+_ 130 �\ 10 10 EQUIPMENT TYPE AND MOUNTING I \\ REQUIREMENTS. I I �, ,�• __�___ �\ \ / 21 EMERGENCY GENERATOR; -EE UTILITY PLANS l O FOR EQUIPMENT TYPE AND MOUNTING I WJ REQUIREMENTS. �- ---7 - - - � -- 4'-0" CHAIN LINK GATE W/ PRIVACY SLAT; SEE SPECIFICATIONS. 5'—fI" CHAIN LINK GATE W/ PRIVACY SLATS; SEE SPECIFICATIONS. \ I - qJ WOOD BENCH; SEE SPECIFICATIONS. I I - --- - -- 9 12 1 1 / ` 25 CONCRETE FLUSH CURB; SEE 1 1/L4.01. I / Hall Blvd. 13500 I I SIT2003-00016 �N'1"i�Y P t\'A MATEi?IAL� PIAN 10 of 21 &in , � • -o '- - --- — - ----•� W 0 2 A E, 12 Revisiau —__`.--- 103 S'r , Dowing Title 0 ` 1Y May 211(13 G�(j,� �k' S R G PARTNERSHIP I N G GI1E[n ( � Proje,1 N 4�V 24t EN rKY PLnLA _� � New Tigard fibra216 MATERIALS PLAN v C CCCIIW( rks,P.C.T'1_ CawlamYmjevlNo //��/�1!>��CuLL—. Construction Documents l{n.ironnwntulDraign Dn'2W >1 F.MIlF1AEl(\NA (, I MinµNo r CV ARCHIIE!TURF PLANNING INTERIORS ��►�� 621 SW Morriml Str* e,suw 740 Purft.-W,Of"m 97205 ® BJ►^1 U� OR EG ON ��/ 2.NW IM A. , n�� L1002 T soa 222.1917 F sey.7w.on ...rw. .rh,a.l, tom 7lgacd,Oregon N.�I•I ffr. •,wo ny NOTICE: IF THE PRINT OR TYPE ON ANY IT III _ ._. 1 I I1111111111111111111111I I Ill �� I I I IISlil ► IIIISIIl1 � r � I , L� IMAGE IS NOT AS CLEAR AS THIS NOTICE, --�- --- -- --2 --- ---3 � I J 6 $ � 1 Q 11 1 i < 1 L <. IT IS DUE TO THE QUALITY OF THE Nc 36 61-0 / ORIGIIAL_ DOCUMENT l -- ! E 6Z SZ LZ gZ �Iw � Z EZ Z I ?, UZ 6I gli LI 9i Si bi ET ZI YZ Ui 6 8 l L T� 9 i� Z I NAL 31N13N1 ' ILII II�IIIII 1111 III 11111/ 1111 I III . it II1ll ill III IIII Illi�l�ll IIII IIII. IIII II111►I. ..•II IIII 111111111111lI 1111 IIII IIII Till 1111 III Ilii III IIII 1111 Illlillll Till 111 l<<Illlil I,�lillll I�il il(I�1�11111. �l��l,1�I:�� -!>. ��u i►Ii1��1►� LEGEND r / CONCRETE PAVING 1 L4.01 CRUSHED GRAVEL SEE SPECIF'ICATIONSAVING, TYPE "A"; CRUSHED GRAVEL PAVING, TYPE "B"; ' SEE SPECIFICATIONS BRICK PAVERS (OWNER PROVIDED, CONTRACTOR INSTALLED) CONCRETE ACCESSIBILITY RAMP RAMP SLOPING DOWN EXPANSION JOINT -- 2 I / L4.01 L4.01 CONTROL JOINT 1 L4.01 1 / _ 6 AERATION/DRAINAGE PIPING/ L4.04 PIANTING ' 8 OLO 1 i i AREA � SECURITY FENCING;- IN I 1 BID ALTERNATE. 16L4.02 z1� CO CR RETAINING WALL ' • 9 I CMU WALL. • L4.02 I ` I . • I --�` 8 f I KEY NOTES: PLANTING �'�• L.4.02 1 i# AREA • . I ': ' '� PLANTING 2 AREA O1 BIKE RACK "A SEE SPECIFICATIONS. L4.02 / I O BIKE RACK "B"; SEE SPECIFICATIONS. 1 1 O BOOK RETURN "A"; OWNER PROVIDED, �'��_` ;,��,_•^•• • EJ;�_+; CONTRACTOR INSTALLED. SEE SPECIFICATIONS. I T- / 1 , ® BOOK RETURN "B"; OWNER PROVIDED, I �01 1 CONTRACTOR INSTALLED. SEE SPECIFICATIONS. ?. . , 1 ` 5 BOOK RE URN "C'• RELOCATED FROM EXISTING �. LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. I ® CONCRETE PLAZA. I _ Q7 CONCRETE SERVICE AREA. I 17 I �— \ ® ASPHALT SERVICE AREA/DPOP OFF DRIVE; SEE I I r CIVIL PLANS. t t;� W I \ ASPHALT PARKING; SEE CIVIL PLANS I I I \ 1 p ACCESSIBLE PARKING SPACES; SEE CIVIL PLANS AND DETAILS FOR LAYC'JT AND ^� STRIPING REQUIREMENTS. CONCRETE CURB 12 RAISED ASPHALT CROSSWALK 13 TRUNK OF EXISTING TREE TO REMAIN; SEE 6' SHEET LO.01 DRIP LINE OF PONDEROSA PINE TREE 1 . . � 17• L4.01 2. 20' FLAG POLE — OWNER PROVIDED, CONTRACTOR INSTALLED. UPLIGHTING FOR FLAG POLES — OWNER PROVIDED, CONTRACTOR INSTALLED. SEE ELECTRICAL PLANS FOR TYPE AND POWER 1 REQUIREMENTS. POLYETHYLENE LANDSCAPE PLANTERS; SEE: SPECIFICATIONS; BID ALTERNATE NO. 11 18 LIGHT POLE; SEE ELECTRICAL PLANS. S; SEE UTILITY ', ` `' .', • • �--� ( � ELECTRIC AND GAS METER, PLANS FOR EQUIPMENT TYPE AND MOUNTING ,.I REQUIREMENTS 72 C 0 M M U N I r( BUILD ` �_ 20 TRANSFORMER. SEE UTILITY PLANS FOR L-QUIPMENT TYPE AND MOUNTING LIBRARY REQUIREMENTS. EMEFORRGENCY EQU EQUIPMENT TYPE A�NDEMOUNTING PLANS REQUIREMENTS. ` (EL/ 4'--0" CHAIN LINK GATE W/ PRIVACY SLAT; SEE SPECIFICATIONS. LOBBY 5'-0" CHAIN LINK GATE W PRIVACY �. SEE SPECIFICATIONS. / SLAT , 4 WOOD BENCH; SEE SPECIFICATIONS. 5 CONCRETE FLUSH CURV; SEE 11 L4.01. - --�. I / f /\ Hall Blvd. 13500 �� I SIT2003-00016 �f� �' i T AR.� P,�ATE:RI,c�LS PLAN_ 11 Of 21 a?i SC LE: 1 1 —0 0 2 4 Fi 1 i' SaG PARTNERSHIP INC R�Luo� 33.,11 -- _ 19 May 1003 G 1 S 1�[:� (lowing Title LEGEND 6-12-03 GREEn I ��' 1a �� COURTYARD REVISION Roject No New Tigard Library �l RF.PLACF 6-12--03 2216 MATLRIALS PLAN fARCHITECTURE PLANNING INTERIORS t1 }fit 1 W/ CONCRETE (;reenWorkl,P.C. t-o,,,i,�,P,�,µ, `� E ConstlLl�tlOn Documents (y, nKMeenure 102160 F.ml�1101 b.'.1 SW Mewrteon St»•(.Suite 200 P"and,Oregon 97205 9 ® 1 r•inxi" ad L**n b '� r�' U Drawing No T:603.222 10 17 F:603.291.0272 wrvw.arppartn•,sh .eom 2t NSC 7+01 A•emM,S erc IM Ire 13JW ��}:G Vit �� Po•r6►1. � 'rn (heckaf hl C L 1 . 03 b Tignid,Oregon tJ , `�ti 122.5611 Awc IIr �� NOTICE:iIFTHE PRINTORTYPEONANY I �; � � Illilil � liilililiili � l ► � I � ! 1 � , 1 , 1 ��1..� 1� r1 �. 11T, _ IMA �� I ! 1 I I I I I � ► � i l l � � 1 1 liI I I III I I III GE � NOT AS CLEAR AS TF.�S NOTICE, 1 2 3 IT IS DUE TO THE QUALITY OF THE _- -----i�_ L_�------------ -- ------_.-__ --- ----_ 12 ' AL -- - -- ----- --- _ _ --_ ORIGIN DOCUMENT � Z EZ TZ 07 GT '8I LT 9T �' I � T f; i ZT tT T � r NL � 9 I 5 T7 V Z �TI�ai3w1 Illllllllllllllllllllil 1 ' � I' ! � I I � 1' 1 1 � ' ll� I I � II III! IIlI I',I SII III. Illl,lill III! III!►1111 IIII Ilii IIII IIII IIII IIII IIII IIll� flll IIll,llil ILII ILII IIII Ilii i 11 IIII IIII ILII IIII (Ill IIII l!.11 lU lll! .Lll�l!1il Ll_Ii�Lfill l lli l�+.l lI�l1I I�II�►1 I I I I' _y11111 X11 (1 I.►� tlll►I1 I LEGEND 1 CONCRETE PAVING - L41J 1 CRUSHED GRAVEL PAVING, TYPE "A"; 1 SEE SPECIFICATIONS 1 �• L4.02 / L4.02 CRUSHED GRAVEL PAVING, TYPE "B"; SEE SPECIFICATIONS 2 BRICK PAVERS (OWNER PROVIDED, /� / _ / �•.� J _` \._ / CONTRACTOR INSTALLED) L4.02 CONCRETE ACCESSIBILITY RAMP / \ RAMP SLOPING DOWN qD3 EJ EXPANSION JOINT 2 L4.01 L4.01 11 / I_4.02 J CONTROL JOINT 1 � 1.4.01 5 6 AERATION/DRAINAGE PIPING L4.04 ' / r \ �� ` L�.01 15ECUR1T1' FENCING 8 9 _ - I / w---�.--.. LIBRARY RAR ; �` 1 f 3 BID ALTERNATE 16 L4.02 L4.02 "`~ ( / / CO CR R AINING WALL PLANTING L / ./ / AREA CMU WALL 8 KEY NOTES: O BIKE RACK "A"; SEE SPECIFICATIONS. (D BIKE RACK "B"; SEE SPECIFICATIONS. / / O BOOK RETURN "A"; OWNER PROVIDED, CONTRACTOR INSTALLED. SEE SPECIFICATIONS. ® BOOK RETURN "B"; OWNER PROVIDED. y/ CONTRACTOR INSTALLED. SEE SPECIFICATIONS. BQ01� RETURN 'C'; RELOCATED FROM EXISTING LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. 12 / © CONCRETE PLAZA. ( CONCRETE SERVICE AREA. ® ASPHALT SERVICE ARS/DROP OFF DRIVE; SEE CIVIL PLANS. PLANTING ASPHALT PARKING; SEE CIVIL PLANS AREA / ACCFSSIBLE PARKING SPACES; SEE CIVIL I T / PANS AND DETAILS FOR LAYOUT AND STRIPING REQUIREMENTS. PLANTING AREA �• %, 11 CONCRETE CURB / •. �• O RAISED ASPHALT CPOSSv',ALK; SEE CIVIL PLANS / •�1J / / 13 TRU'JK OF EXISTING TREE TO REMAIN; SEE �'�' SHEEF L0.01 ' �� `�` / / / 14 ' PONDEROSA PINE TREE '�• .�/ DRIP LINE OF POND R '• / ,�/ 1 / 4?/ 15 20' FLAG POLE - OWNER PROVIDED, 2 ., J / CONTRACTOR INSTALLED. 5 / 16 UPLIGHTING FOR FLAG POLES - OWNER PROVIDED, CONTRACTOR INSTALLED. SEE PLANTING / ZJ / ELECTRICAL PLANS FOR TYPE AND POWER � AREA / , / REQUIREMENTS. POLYETHYLENE LANDSCAPE PLANTERS; SEE PLANTING S / SPECIFICAi IONS; BID ALTERNATE NO. 11 1 1 AREA LIGHT POLE; SEE ELECTRICAL PLANS. PLANTING/ 5 19 ELECTRIC AND GAS METERS; SEE UTILITY 11 AREA PLANS FOR EQUIPMENT TYPE AND MOUNTING J / / REQUIREMENTS TRANSFORMER,• SEE UTILITY PLANS FOR EQUIPMENT TYPE AND MOUNTING f REQUIREMENTS. EMERGENCY GENERATOR; SEE UTILITY PLANS FOR EQUIPMENT TYPE AND MOUNTING REQUIREMENTS. / 2 4'-0" CHAIN LINK GATE W PRIVACY SLAT; / © SEE SPECIFICATIONS. / 2(�3 5'-0" CHAIN LINK GATE W/ PRIVACY SLATS; SEE SPECIFICATIONS. WOOD BENCH; SEE SPECIFICATIONS. QD CONCRETE FLUSH CURB; SEE 11/L4.01. Hali Blvd. 13500 SIT2003-00016 J�S - RVIC - p AREA MATERIALS PLAN 12 of 21 U 2 4 6 1 � RCVWM 6-12-03 — Date 19 May 2W3 U 'tL Nn s-1z-o3 REVISION ' AREA PApTNERSHIP INC 1 � SERVICE r ,�� 4 242 .6 Tigard library 41 RFMOVE 6-12-03 b ' MATERIALS PLAN ETPLAN TING GreenWenks,P.C. 1 aniuhf1 nT so F,MICIIAEI.FAN. ARCNITECIURF PLANNING INTERIORS Construction Documents IAn4nmjw nnn,ncrt„r U 821 SW Morrison Stmt,&site 240 Portland,Oregon 9720!. , Rnvinnme.d IXr W Drawn bry OREGON C'CQ [hawing No ' B J W T:503222.119117 F J03. 9 .0271 •wwv.erppartrNnhlp.r,m Tigard, IM "dwd,rwe*nSK Cho ked by LL04 i• 10111101 1.110 0. lillimik. ME iiiiiiii, � Illflllilllllliill ! IIIIIIIIIIIl1TfI111TTIIIIIIIIIi 1111111 NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 III I I I I I I I I I I ( I I ( I � � ' I I I I I ( I � I � I I III ! I I I I 1 1 1 1 Jill 1 ! ! - I .�,- � � ( � � I I IMAGE S NOT AS CLEAR AS THIS NOTICE IT IS , DUE TO THE QUALITY OF THE 11 12 L---- No 36 _T_ �, .�'��•��.�;,__ _ _�•... ,,.. , .,. � _ -- r— — - - r— - ---- - _. - -- - - - -- _, - - ORIGINAL DOCUMENT E 6Z SZ LZ l9Z 5Z � Z EZ Z IZ OZ 6rI 8I LT 4� T 5I � I � I � I I �f I 6 E Z T �lal;w I I III Ii •,il . � 1 IIIII, IIII) � I � I � I II � I ! � I! I III IIII I II Illi il! I{ ►I IIII illi Illi llll IIII IIII-III! IIII. !II! IIII .III IIIII,IIIIIlI IIIIlIII IIII IIII IIII I � ! iI I ►II I ! ► + { ! IIII IIII I II IIII II. I IIII III! IIII.I. I IIII Illi I Ilii lilt. Irllll,li IIII Ill ill I►lrlllll IIt1 L, I 1 �l IfLIIII111�►111 ,r Y b fI . I I LEGEND COMMUNITY BIUILDINQ ---- -- ` _ LIBRARY \ ALIGN CONCRETE REiAINi{�G - \, WALL WITH FINISHED CMU CONCRETE ACCESSIBILITY RAMP BUILDING FhCADE. i - - .\ DRAINAGE AND AERATiON PIPE LOBBY ALIGN EXPANSION AND CONTROL JOINTS IN 17'. 112" ! PAVING WITH JOINTS IN I �-� ` KEY NOTES. ` / RETAINING WALL ! O1 CENTER PLANTERS OVER CROSSINr, POINT OF JOINTS AS SHOWN. \✓ CENTER BENCHES IN COMPACTED, u CRUSHED GRAVEL FIELD. BOOK DROPS TO BE LOCATED AND INSTALLED BY CONTRACTOR AT OWNERS I \ \ r DIRECTION. ® POST LOCATIONS ARE SHOWN PER METALCO 6' OMEGA PANEL AS SHOWN ON 3/l A.02. LAYOUT AND CONSTRUCT .51-Oft ; FE14CE TO MANUFACTURER 1 (jyP� \ SPtCI11CAT;ONS. ! ( " ! � CONFIRM THAT � DISTANCE 8P-0 I IS CENTERED "EEN DOORS 28" \ BASELINE 'A' EQ. EQ. g - '_ -1 ` ) r W1TIT- -- - - -- -( FINISHED FACE OF - 1 BUILDING \ ! g ____UGN W / I I \ 121 - \ 1 ! \ N P Z4 r Jow ' I- —0 04 I \ 00 6 48ti M 1 •:( (TYP. 6 '� 00 s W C) 03 \ a 1 I maw I ! ( , o z I( " N 0 1h 3# I \ 00 �j I W~ I N! atm-, \ o �: z FU 1 I I WU r • 1 I 15'-0" \ � I ( 1 (TYP.)30'-0" 5'-0" 21 -0» N �10 (TYP.) Uj "—T 0" EQ. I F.Q. 3'-0" I I �� EE I I010I I \ I I / I I I j' I I I I I / `_ ! ! 5'-0" - - I ALIGN WITH I I I - - - I (TYP.) I , R I FACE OR CURB I I " I I I I I I o 00 \ N INs \ I I I I I ! I C-010 -_ - ---1 � � I W I ZIP J W Ut / !I <W� 0o /- - Hall Blvd. 13500 SIT2003-00016 1 ANT Y P_AZA L�4YQUT PIAN _ 13 of 21 L 1.02 5G / ■ 4' U 2 4 6 i2 --- -— -- 0 --I 0 SRG PARTNERSHIP INC _- - _ -- , Revu�ons I Mte r. 1 ® – ' Iv May 2ipt ��S l 5��C p� -Ihra�ne-title R 'C ENTRY PLAZA New Tigard GREEn I Pn�t 2216 � ' 2 W igard Literary �� , LAY�uTrLnN t N ARCHITECTURE PLANNING INTERIORS , , Cr[CCIIWc)rKS, P.C. C WWWOpn*n,No r /" �4 Construction Documents 1 m b��e lrthlteYnnc 102*0 � F.MR 110—.1.FAIIA U e2 i QY:�Norrfson StrMt,9ulti 200 F�rtland,Oregon 07!05 t4nin+nmena) hntrvn by � OREGON .14 Ihtw.ng No f. i'�03.Z21.1f;) f 50].294.Od:2 y+wrrrar pannNrrhl ctan NW2r A, w,Suw 1. B�YI €' p p. Tigard Oregon 1�NW a ,..nw,s,...rao f► wm rn,t 1 by 06 ('9p� X�h� L 1 4, ®S i rr I f l I I I A I I III I III I I I I 1 1 1 1 1 1 III III 11 1 1 1 1 I I I I I I I I f I I I I I I l l i l l l ! 1 1 1 i- IIl IMI i i I I I l l l l l i I ' I I I I I I ' I ' I I I I I I I ` NOTICE: IF THE PRINT OR TYPE ON ANY I I I ! I I I I ! I I ! I I ! I ! I < < 1 ( ( ( I ( ( ( I ( ! I ! I I I ! I I I 1 I I ( II I III I I III ! MAGE S NOT AS CLEAR AS THIS NOTICE 1 � I I I � I I I � IT IS DUE TO THE QUALITY OF THE No 36T JOIL C ORIGINAL DOCUMENT _ _ __. ._ -. __�..____ _. __ E 6 8Z LZ f3Z �' Z TZ (� Z 6t St LI 9T � i � t � t TT 9 , I I I I I I I I 5-_I E I 7, i alali�w IlltlllllllllllllllllillIIII. III IIIIII,I.IIII �IIII�IIIIII �1( IIIIIIIIIIIIIIII!�IIIIIIIIII�Iilllllllllllll i II I� I, 1 II III 11. IIII Ill�.�r,l IIII IIII IIII IIIA Ililillll Illi I�,I IIII fill Iil �lllll IIII IIII IIII IIII 111 IIIIIIIII 111 L1,111 !�� _�IlLll>I �� illi I►i fill LEGEND O / Ld / F7/1 CONCRETE ACCESSIBILITY RAMP , ZI3 o z / / / --- -- --1DRAINAGE AND kFRATION PIPE / L- m X. KEY NOTES: 141 1, / CENTER PLANTERS OVER CROSSING POINT OF JOINTS AS SHOWN. O CENTER BENCHES IN COMPACTED, CRUSHED GRAVEL FIELD. BOOK DROPS TO BE LOCATED AND INSTALLED BY CONTRACTOR 1,T OWNERS DIRECTION. fJ I I ® POST LOCATIONS ARE SHOWN PER I METALCO 6' OMEGA PANEL AS SHOWN FENCE TOC MAN FACTURER-. LAYOUT AND CONSTRUCT i, SPECIFICATIONS. I l lI 4 I / I 1 MIN. - NII I I I � I � I 4 t s ; — F e i7[ t r I X901 I I CO I 1 I I 00 U _, N I 36 / r r I I I (TYP.) - I °° I I W 00 \ I I I Ci , (TYP.) \ 00 lV �I I W 1� I _ � _ __ --•— Eq.t Eq. t += :4- -+ BASELINE 'A' COMMUNITY BUILDI - —_ - - ALIGN WITH ' " " � " FINISHED FACE OF 6 -1 6, -D -O BUILDING \ LI B RARY 1 CONFIRM THAT DISTr,tJCE I IS TO CENTER OF DOORSI I� o LOBBY Hall Blvd. 13500 SIT2003-00016 � COURTYARD LAYOUT PLAN 14 of 21 A2.1SCALE: 1- U 2 4 F 72 Revieione Vele 19 May 2001 (�i S TEDrawing sale vl , I GRA,VEI 6-12-03 Project No ,q �� CUURTY.ARD SRG PARTNERSHIP INC uIb LAYOUT PLAN $ New Tigard Library • reeokss,P.C. ARCHITECTURE PLANNING INTERIORS G Construction Documents rl t� 102160 F MICHAELFAHA. U 621 SW Monison Street.Suite 200 Portend,Oregon 97205 , Unan br OREGON 44 Hn+vnnment.l Des* `��, L Daring No 7:503.222.1917 F.,503.294-0212 www.arypartnarsMp.corrl 1'ignnl,(hegon L1 * 06 Pr.Jrrt(Nq"972M (tacked by ARS l ��. -T- I I f I �.! 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CENTER BENCHES IN COMPACTED, CRUSHED GRAY Et' FIELD. \ I ��,� / + �� 03 BOOK DROPS TO BE LOCATED AND INSTALLED BY CONTRACTOR AT OWNERS =`_`` 6 121,0" DIRECTION. --T7 flf�'.y/ __ \ I o FACE 24' POST LOCATIONS ARE SHOWN PER \� FgCf OF CURB METALCO 6' OMEGA PANEL AS SHOWN i �'l � / l c(/RerO ON 9/L4.02. LAYOUT AND CONSTRUCT FENCE TO MANUFACTURER SPECIFICATIONS. -- -- --� LIBRARY, i to so,OM Ai / }. (7Tp� fiy O�oRs l / 4' / / A��C1V (Typ,. + r a co 04 s / 3 V, co —pry 3• � r FACf pF VRB Jo o I CUR / �\ 4 (0 6ft FACE 0 / 6" / / �jjO / ALIGN CRUSHED GRAVEL-- _\ r1- `` / PATH ACROSS DRIVE WITH SIDEWALK; SEE 1-1.01 / �co / FOR LOCATION. Hall Blvd. 13500 R A R`�A A.�T PL N � � ��- � � 1��T-2003 00016 21 A2.i SCALE— I A — 0 2 4 6 1 ) Dale iaioro f 19 May 2003S r �[ Y� Ilrtiwing Title V 1 6-1I-03 I SF:RVIC:E AREA S R G P A R T �� E R S H I P INC ,. Q REMOVE PLANTING GREEn t '"°��'"° 4' za New Tigard Library 2216 LAYOUT PLAN ARCHITECTURE PWIN'NG INTERIORS GcecnWorka, P.C. c'n" iss?n)W% C" H Construction Documents fineh-pe Amhiternne 102160 > F MiCHAFL FAI A U I rr.+e«n„enw� „ 1ko�w Olt FIG,ON mkt ne,winR i!o 7': 21 9W MarMton 9fn�t SuM�200 Paflarrd,Onpon P120S I �.�� ,{.� hitKi L1 . 07 503.222 1411 F:503.294.0272 www.srppaAn•rahlp.eomLo IgArt�,(htg00 pw*'.1'l»epm V2119 Cbeekw M �� Q ~ Lvi i.uz moi: A 1` —Now", NOTICE' IF THE PRINT OR TYPE ON ANY III I I I I III I I ► III III III I I ► III III I (T 11 I ' I"11 11 I + I I I ! I I I I 1 1 1 1 1 1 1 I i I ' i I 1 ( I I I I I -I,._ I f I I _I _ 1- _f ( I f I ...._77— NOTICE' l f I ! f J ( I Ii � � � � I � < < I � � < < I t � i I II � i � � . _ �_ . . IMAGE IS NOT AS CLEAR AS THIS NOTICE - - t I---- _- _- 1 2 3 4 IT IS DUE TO THE QUALITY OF THE ioo , ORIGINAL DOCUMENT ----- 61Z 8Z 5Z IIII IIII IIIIIIIII IIII IIII I i► II9Z I i II II Illllll. I II IIII (Ill IIII IIII III! IIII 111 IIII IIII IIII IIII IIII Ilil III .III IIII IIII� I►II IIII II LZ1111 IIIIII IIII Illi Illl�l!II Illi 11 Illi X111 Illi IIII�,lll�llli 1l 1lfllllil Ll(_111J�1 ' " l ► lI ��z�1I_l f(II��II IRRIGATION LEGEND TOP OFa4NK I \ ✓,�/� SYMBOL DESCRIPTION MANUFACTURER MODEL NO PSI RAD CPM \� 1 1/4" - 3/4• I \ /�� I > \\ 0 ROTOR HEAD RAINBIRD F4-PG-10 40 51 8.1 ' \ I 3/4'\' \ ~ ` ♦ \ '1 ` lJ \ \ ROTOR HEAD RAINBIRD T4-PG-T40-15(Quarter), 35 35' 1.9, 33, 62 r \ - \ ♦ \ \ �`� 1 ,-� �\ 3.0(Nalf), 60(Full) I 2 \ \ ♦ I DRIP ZONE RAINBIRD I_D-09-18-100 30 N/A I0/GPN / FIJC-- ----� \ \ I 1♦ % \/ / � `�\ \ WATER METER - BY OTHERS _ PRESSURE REGULfiTOR - WILKINS 500 -2" SET TO 75 PSI (SIMILAR TO 5/1-4.03) t I I \ Em r__" Q REMOTE CONTROL VALVE- RAINBIRD PEB (SEE 5/1-4.03) - --co DRIP REMOTE CONTROL VALVE - SEE DETAIL. 3/1-4.03 ^0 4/1-4.03 \ / QUICK COUPLER-44RC - RAINBIRD \ „ 1 1/4 \ �� . I / I H GATE VALVE - SEE SPECIFICATIONS AND 7/1-4.03 \ I BUFFER LINE " -- . `� �\ BACKFLOW MODELPREVENTION M1DQTIC2" DOUBLE E IN BOX \ ' I \ \ • \ \ 1 I DESIGNATION I -s►t \ 1 1/4' \ I 1 I:cl CONTROLLER - �,-- AWL RAINBIRD ESP-24MC SERIES (WALL MOUNT IN BOILER ROOM) Il I 1 3/4" / - 19!41 `` 3/4' 1 /I ,+r MANUAL DRAIN VALVE- CHAMPION 20ORS (NOTE: CONTRACTOR TO LOCATE ALVE is X� - / �_ _ / ALL DRAIN VALVES TO DRAT I I o Z 100 COM � — �� — � ' I f N ALL LOW AREAS OF FIFE.) (SEE 6/1.4.03) KIT. SEE 3,4 4.03 l9'Ltb �4 / '' ' / - ` \ ' \ \ �\\ STATION NUMBER i g - AREA DESIGNATION; L-LANDSCAPE - R - / 1• /. " I I ` __ / FLOW IN GPM D DIP B BUFFER 2" -fit/4 3/41" / 3 4" - / — ` - '' r \ 3/�• 1 J ' \ z 35 VALVE SIZE / r J 1 LATERAL LINE CLASS 200 PVC (SEE 8/L4.03) (', I " ♦ 1 00 ;/4-- SLEEVE - CLASS 160 PVC - SIZE 6" OR AS OTHERWISE NOTED (SEE 9/L4.03) lot MAIN LINE CLASS 200 PVC (SEE 8/1-4.03) 1 .,-I ' 1 I '+ .� r 1' 1 1 4' 11 / _ / FROM • TO _ / _J_.1 \ \ \ - 3/4" 4" I �1 1/4" / SOURCE M R � SYSTEM c (�M c 20 1 �'` 3/4- " Sw "�"�� S�• _ � ' 1" 1/4 2 P.O.0 - POINT OF CONNECTION 3 4 i / 1� .� , �, HUNDRED fAR I NOTES: / FL 000 PLAIN 13/4 POINT Or C �A / / BOUNDARY I ( 1, CALL UTILITIES FOR LOCATION PRIOR TO EXCAVATION. ^ ONN�CTION" \ i �� / ` 2. SYSTEM IS DESIGNED rOR 75 POUNDS OF PRESSURE AND 49 GPM AFTER / \ 3/4 _ _ / / - _ /, / / f THE PRESSURE REGULATION VALVE TO OPERATE THE SYSTEM. VERI!"Y PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER \ /� `� / ` _ IF THERE IS A DISCREPANCY. �/4* 1 TOP OF 6ANh' t1�` -- — �= 3• LOCATE ALL VALVES IN PLANTING BEDS WHERE POSSIBLE. 4. VERIFY DIMENSIONS AND LOCATIONS OF ALL NEW PLANTING AND LAWN AREAS 014 SITE. NOTIFY OWNER OF ANY DEVIATIONS FROM PLAN PRIOR TO s CONSTRICTION. 5. TREE LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED Y 1) / / I g OWNER PRIOR TO INSTALLATION OF NEW IRRIGATIO14 SYSTEM. l I " ' " I I "' 49 • 2 �\ / / 6. INSTALL QUICK COUPLING VALVES A MINIMUM OF 200' ALONG MAINLINE. / I 3/4" I�I �-1 J14=t 1 3/4" 1' " 1/4' • + ' 7. INSTALL AUTOMATIC CONTROLLER AT LOCATION SHOWN ON PLAN ON 2" - I / SPECIFIED PEDESTAL AS PER MANUFACTURER'S SPECIFICATIONS. VERIFY WITH L OWNER PRIOR TO !NSTALLATION. EXTEND CONTROL WIRE CONDUIT FROM r . } 1' 'm l • �1 1/4 \ � CONTROLLER AND DAYLIGHT SIX INCHES INTO PLANTING BED FOR I / " I I 1 INSTALLATION OF AUTOMA*fIC VALVE WIRES. 1 i L • I / _ / " I / 8. 6ACKFLOW PREVENTION DEVICES SHALL BE LOCATED A MINIMUM OF 5'-0" 3/4' r` \ , ^ AWAY FROM CURBS OR PAVING WHEREVER POSSIBLE. \ \ '�-� 1 • I '�' �'� I 14• f - \ �-�, 9. MAINLINE IS SHOWN DIAGRAMMATICALLY. LOCATE PA -� 1 I RALLEL TO PAVING 1\/4" �_ -.��, ` WITHIN PLANTING AREAS. / I 3/4 1 1/4" I;"J 3/1" ! 1 1/41 1 1(2' 3** 0 2m IK- I + • / /� Ile "1. T 3/4po ^� / 3/4 / I 3 1/40 wv f , 3/40 Y \ \ \ ��s� � y �.__._.__.__ _ ~- \ �\� `. .,,,� � �'. � � 1 �\ Hall Blvd. 13500 _... — , \ SIT2003-00016 A2.1IN- a — \ ' 1II �r `�— �` `\ �. ~ \ \ \ ` 16 of 21 0 15 �U hu Revisions 19 Mty 2(X)3 1 s r�. Ikawing Title REMOVE 6-12-03 1 � IRRIGATION PLAN SRC PARTNERSHIP INC IRRIGAIIUN G�EEn I �;�1 No 4 7,1 New Tigard Libra 2216 . . f ARCHITECTURE PLANNING INTERIORS ( trcnWvrks, P.C. t.or,;,��40 �H Construction Documents AmhnnYurc 101180 F.MICHAEL PAHA 621 SW Morison Str•N,Sulte 269 PortlanI,Clmom 972tH , k"in�mrnd thwgn Dmw11 by OR eUC)N �1 Ihawii.g No I:603.222.1917 F:!03..'IM.027.' wyl%v w parbwrshlp.com Tigard,Oregon 24 NW)„I A. m,Sm"100 RJW XIi12k2'',6"I':VIMcq p A' L2001 J Pc"drd,l Cbecked NOTICE' IF THE PRINT OR TYPE ON ANY I I I_I I ( r III + III I I I I I I I I I I I I I I III ` III III 11 1 I�' 11T . �.��.�j�n rI r 11 -I 1 I , I III III III III ! I I III III I I III 11 I III III I I I i l 1 111 1 1 I I ' I I I I j ! I I l l l l i 11 f I I 1 I I ' Ill I ! I I I I ' rrR, 31 ISI I I I I I I I 1 Ir � � llllll IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 2 3 I IT IS DUE TO THF QUALITY OF THE —� �IL .^1 - ---- .—_.�- .__----_—_ __._____.. _-___—_. _...--- __-____._ _�_�7- r� _� No.38 a,.w•w.cau. � _-._...�....,»wr �.N ti ORDINAL DOCUCJIEN E 1 6 Z g Z L Z lilll , lll�li{I Iliil, Il IIIIIIIIIIIIIII, II,I,IiIlllLlll!lIIIl�!lIIIi:lTill I{VIII!lilllllllllllllll�lllllllli IIII IIII IIII IIIIIiItILII IIII 'I 11 I I►l I , I I ,, . (IIII IIII�IIII Till llillllllllll� illi 1.11 .111 1111'111► illi. I I. ! 11_l�lll.l.�ll�.. 11 l 1 II,l 1 I I�f�l I I + + ♦ lD ALUCN � / i _ PLANT LEGEND ;, �t; 1 /+ . + + + + + + 4 12 4LUERS + t + + + ♦ + + + _�� NOTES: 7 ` ♦ r- +�+ + + r r r + + +�+ _� °\. + + + '••„ + + ♦ + + + + + + + r + +r \ \ 1 U DEC \ /L ♦ +� �- + ++«+++++++ + �r +++r«+} +++ Tipp NkF'+', \\,\ TREES 1.ALL PLANTING AREAS, EXCEPT THE BUFFER b't` i -' �` ' ` `.,� 1 �� / _ L4.04 L4.04 1' + . + +��±#--It��+ ♦'� + + + + + + + , + + r + ♦ + + + + + + + + + + + + + rl. ENHANCEMENT AREA, SHALL 6E IRRIGATED UTILIZING A ' B 67.5£ODUTA + + + ♦ ♦ r + +'� + + + « ♦ + + + + • + + + r + + + t + ♦ .1 + « + + + « } + + ` �,/ L (EXISTING TREES TO REMAIN FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. p EL + �- «--+ + + +\. + . + + + . . . + . ♦ .. , + + t1 + + + + + + +++ + + + + + +Y+ + 12 4LD£RO \ + — 2.ALL PLANTING AREAS SHALL RECEIVE TOPSOIL, SOIL / + ♦ ,�+ + r ♦ +�� r + ( + + + + « +'�+ + + + r� \ / \ ISTP,tEf TREES, SEE NOTES AMENDMENTS, AND MULCH PER SPECIFICATIONS. \ + �+ + + + + + + + + + +,` ` + + . . . + t r + ♦ + + « �----- Ii I�1C "\iQ\• I\ J1_\-„bI'_�°1`\J\/-•,I Y"I•I 1 iiiiiiiyii+A iiiiiiiii iiiiyiiii'\w.+iiiiII,/iiiiii iii++iiiy iii+yiii iWii+iiv =iviiiyi'{iiiiii�IIi+ .•i.i\.YII••J/�" ++/+ + +++ +yii1I I iiiii wyii//�iii�Y /iyiy\,1ii.YII I�1iyi /iii/yiii 1iiiI 1iiyi-i-ii••yyi vti.••IIIiiy1i\I.iii•�1 iwii iii, ii+i iii iii ii♦ iii/i \'iI/i\ii/\iw i i, i Ii-•i i-✓`/\.♦3.ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH + + , + t +—•ifi�i�\ri `+�i\+ + • + + + + + + i«- i+�/ ""�-\—�. \_++I ,♦.I r•,�♦+«"«+♦++++++�++,+}�\+`\' - ♦ «IK��j♦/cLfc7r,4 1 « '\ \\ ` � TT—HU_ _JA —PUCATA F AST I G I ATA + + r « + + rPLANTING DETAILS AND SPECIFICATIONS. �. + � + + r ♦ + + HOGAN CEDAR - 8'-10' B&B_ BEj + + } R + + + + ' + rr ♦ + + + + +M 4.ALL STREET TREES AND UNDERSIORY VEGETATION ARE PSEUDOTSUGA MENZIESII BEING INSTALLED AS FART OF THE HALL BOULEVARD + + + + + + + + 0-4DOUGLAS FIR810B&B R.O.W. IMPROVEMENTS. LOCATION IS AS SHOWN ON ' ' ' . ' ' ' ' '«' '1 ALNUS RUBRA MPLE ''� +PLAN; SEE HALL BOULEVARD CONSTRUCTION DOCUMENTS 11 « . + + +\ +, 10 IFCFOR INFORMATION REGARDING SPECIES. + + + + + 0 RED ALDER - ?_ __L., B&B « « + + T / + + + ACER CIRCINATUM 16 MAGN10LA + +++ + + 161WILLUA'5.PLANT MATERIAL (AS SPECIFICALLY NOTED IN THE r+ + + + AF If INE MAPLE - , 12 , B&B, MULTI-TRUNK ULTI-TRUNK LEGEND) SHALL BE CHOSEN FROM NURSERY BY 1JAP� E CERCIS OCCIDENTALIS CEDAR ♦ + + + + ' o 'LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE 14 ' '♦'«'+'+ W/LLOf� WESTERN REj - W-10'. B&B, - MULTI-TRUNK PRIOR TO DELIVERY TO SITE FOR INSTALLAlION. ° i17,19F + + + + + « POPULUS TREMULOIDES t' ' QUAKING ASPEN - 2 CAL., B&Br #J2-CE + + + } R 7C • . « +# + + + + + +� + + + RUS GARRYANA15HoccY 12 HOLL4CR GC► ON• • 1p OV6HOLY OREWHITE OAK 2 CAL., B&B, SEE NOTE 5. + \ + ♦ +«+ +++ + + • �'S%TOLL 24fOLLe` BUFFER LINE : . + « + (ILIA CORDATA + « + + + + +- + I+ + +�+► LITTLE-LEAF LINDEN 2 CAL., B&B, + + + + + « + + « +t « �— r + 4« + + + \` + + + + + + « + +�+ . « + + +I SHRUBS / GROUNDCOVER r3 _ Cot + + ♦ + + + + + + + + « + + + + + + + r + + ♦ + + + + + + + + 04 + + « + t + « « . t + + + + +++ +++++ ( ORNUS STOLCPIFERA 'BPI_EYII' RETWIG DOGWOOD - 3 GAL. CONT. - SPACE AS S H OWN+ + + + « ++«++ + + ICORNUS STOLONIFERA 'FLAVIRAMEAi \ +�, �++ ++t+++Y+ + 1YELLOWTWIG DOGWOOD 3 GAL. CONT. - SPICE AS SHO -_W + + 1« t + + + +550 SF WATER QUALITY FACILITY- IGAULTHERIA SHALLON ' 't' 'OUTFALL MITIGATION AREA «� ' + +'+�+ SALAL - 1 GAL. CONT. SPACE AS SHOWN + ++++1+++ ++ + +++ 'OLJDISCUS DISCOLOR ++♦ , - 3 GAL. - SPACE AS SHOWN + + + \V—� ++ + . . + + + MAHONIA+ + + + + + + _ AQUIFOLIUM L� t+ + + + + +�4 «• i +t+ + MAHONIA AQUIFOLIUM 'COMPACTA' + + + + + + + + COMPACT OREGON GRAPE - 1 GAL. CONT. - SPACE AS S-H N- - _ I. —_ ./ / `Fl. --\ \\,`M1 I1 Q-�1�I``>�_J//,/�-\\�\_I/\I1\I`I/l �I1`►1,111►1I1 I'1Ip-tIE-MI'I\'I1,I`1�l I'I1`\l1 I/I(1a/I I�111 11\/(/\II/B 1O/\�t1,I\1��Z\I1I/1-�I-O OI°°p•-/�II1,IYY/+iiyi+y+i1•_+•+'1N��\+,1`iy�\i18+*ii+.ii/1/,//•b+\i i•itii./•E 1`•_/!Ir'yiii,+ii-1,/��I-\+i+-iywi►,�I�`M_I\1 i.ii�i+i 1L�►_f.�I\"�+iiiyii�II'/1;`�?1/l�i++e[I 1II I�!`y+i+iI 1 I'2,1 I/Wii+d�91++iwyII_Z1 1�`�--/i�"�I\III+iiNwr••�I�_5iyiyi�I•—�Il 1iwi-.l-\/i-iwl�-,l/1i v-lfi-+a/�i�•-',\iZi'i-y//I--\i•i,4�,`-1`�/\+ii+--_-,-a�_Li++�i',',.I'/.\1�Y.\•'_`'a,,.Y{ii;wi►�'-.*-/••r/+<+i«i/*Y</-+•'-ii.'_s�--��++yiywy/1'-`'�Y v11i.3Ww/.ZI�-,/+iyii+,•'_.J ii+W-/,•�i,1\/yii+i+,\-T�'/�,�+/f-\iw�,/��+�//1_C\�I\+_J`J�\I�►_}f(\I1 I��\J�i++i,�O�/I�I.II�iW,+riI+Z,te�f��i+,j_(.t+/.�,_t•i!,`r.�__R6.MI..�l,_=(�,`,i i 1 r;•,/61i/,j-'I A 1 1`;'i�iI.•'�','I.T/,i�i�r,\-1/+i/i'1-•/i-ii1,�T-Q iiy-i r^.-1 1 1�'"iiY+i- •.�Y-/,,/'9,--1ii-'l;/-•-fi1 ltR_I-1'/Il—'-iiii©l��-`,�!t�/i!C-/N \•\I-!iiiYiI'L-\\Ii\--l—IJr��i iI•\I_i\_\♦III I\__Yy ii i�I/I/-I--i+,s"/I-~�iw+iii\I`IIii+i_Iiiii(�4�;_i\,riw;y�/I_E.-''a4+iy1lc_,-t`1I i+i+--+.1/---++ii+i11•?'\1.-i+ii+,I+'�1_•'-'+iyii1.-_i�+-++'_-,�'-i��+_+.-.I__-..�S_+++,«(Iii-'.-_+'+�I—_--I\-,«.�+`+��--�-/+++/�-I,\ 444++«_\«+-...i-+*I�►_)—'_�,+=+I.--"1-1�,1rI/;r'-+y-+«II,+I+=�--`—/\_+�I+\--=I-/�-.+-_'+_I.-\1'+iI«r.It_- ✓��/'I2uI, \ 1L5� v'I1•. = �-_�1\1 _I-I__.►-I-lEl_l_-l--l-�iI-.Zl-I l-l•"-I�-i'C� --I—_I —r+ 1 2_.5•6_.1_ :. r , ../.. .`—,�_•.;;., ,.., _ F I; -, . —_f I -, - .ms _0 r_.4 te— �( r . 5 IZ —tO s..0 . _ .._ a C�c - rW e_ � N « « «+« +«\ ♦ 41z`- \�i + \ IOYSTICHUM MUNITUM / « ++♦+ « + + WORD FERN - 1 GAL. CONT. - SPACE AS SHOWN ,— *- + i y + O"RR/+ + + + + + , ♦ ««♦ 1RIBES SANGUINEUMi ' ' . ' + fv RED FLOWERING CURRANT - 3 GAL. CONT. - SPACE AS SHOWN l f + + ♦ IROSA NUTKANA ' ' ' _ "/+«' r00TKA ROSE - 1 GAL. CONT. - SPACE AS SHOWN+ + ii �, 4. � Q \ + +�++++Q ISPIRAEA DOUGLASII/ 'WESTERN SPIRAEA 3 GAL. CONT. SPACE AS SHOWN +SW OvARA S + ++/++ 1�� + ISA_IX PURPUREA/ + + + + PURPLE OSIER WILLOW 3 GAL. CONT. SPACE AS SHOWN + + + \ ISYMPHOALBUS +++ SNOWBERRY - 1 GAL. CONT. - SPACE AS SHOWN/ + + + ISYMPHORICARPUS MOLLIS CREEPING SNOWBERRY - 1 GAL. CONT. - SPACE AS SHOWN+ «+ ++ +\,• � + HUNDRED + i ' FLOOD PLAIN (VACCINUM OVATUM + + +' + BOUNDARY EVERGREEN HUCKLEBERRY — 3 GAL. CONT. SPACE As SHOWN ARCTOSTAPHYLLOS UVA-URS(1 GPL. CONT. 3' O.C.+ + + KINNIKINC ' �+ + +lFRAGARIA CHILOENSIS ' ' / - , - COASTAL STRAWBERRY 4" POTS, 12" O.C.+ « + + + «A ( * +++ « ACCIN!UM VITIS-IDAEA + + + 1 + + + 4 +� —TOP OF SANK\`` - M - 4" POT, 12" O.C. + + + t + + + + INATIVE FIELUGRASS 0 17111 -7 1 + + B7MWTIORNi ++ + + + DRO-TIME; PT 006 NATIVE MEADOW MIX 2lbs. 1000 SF.flt \ + CHILDRENS GARDENR.O.W PLANTER 0TH + PLT AERIAL PROVIDED BY OWNER + iI + / \ ANM ' + « +' + E PLANTING SWAL + +SEE 5PECIFICA+ + + + T'ONS• « + + « , +\ 20 ALDER + + + + + + \,d i . ' ' ' '\ CWS NATIVE BUFFER ENHANCEMENT 64 + + +�+ + . . + +i24 + + \ « + + + + + + + BUFFER PLANTING MATRIX+ + + + + +*Nat 1 , #+ U , +++ + + + + + - SEE DIAGRAM BELOW FOR TYPICAL PLANTINGS5-FIR-* 4' t , + "—4 At « « + + , + Plant Materiel Botanical Name Common Name Total B Plot Notes + + Cont 280 10 + +�+ + + 1 or /lnus rubra Red Alder 140 5 8 0.C.+ + + +—+ + A ,? fl Frvxinuslatifoliv Oregon Ash 140+ + + + + G — 5 120C + � +1 ' ' '+ IShal. Cont. 532 11,EG£TAT/0N + f+ Holodiscus discolor Ocens a 1 1OC+ + ' ' r _+ Roso mnoca2o B_ldhi Rose 140 5 6 O.C.� + + +1Sambucus racemose Red Elderberr 140 5 5 O.C. + S m hor,carpos olbus Snowberr+ / J +(+ + F Eme �ents62 2.22 i ' r + rt + + + + Ach,rev mlleforium Western Yarrow U.074p . , + 1 Ib. acre « ♦ J� + 4 +�+ Promus carinotus Native California Brorne 17 0.61 10 lbs._/acre/ + } I+ + + , ++ + rye 15 0.54 91acre + + + ✓ _l + + + + + Iu?nsbicolor Two-color Lupine 0 8_lbs. acre ' , � Lu inns olyphyllus e�le14 O 8+ + + + + . + . + +. +i + + + + + + + + + + « + . + . + + + + + + +� r LOCATION AND GROUPING OF PLANT MATERIALS SHOWN + + + , �+ + + + + + ' BELOW IS FOR EXAMPLE ONLY. SITE CONDITIONS YILL/. yyy CON + « « + « ++ y + + + } DETERMINE BEST LAYOUT OF PLANr MATERIAL. + + . + . . . /+ + + + + +4+ FANNO CRECKWM + + + } /✓ + + + r ——� + o � ' ' �'/ r _ � ' , �// , } + MITI r or + P + + � . .+ • � +SHRUBS IN ,rOUPS \ 1 OF 3-7+ + �w - r+ Q c( ' ,y + + + + + + � oc LLIr} + + + + + + + r TREES IN GROUPS + > fl d OF 3-5 fl hd hd Ir ..*GROUPS CAN SPAN t , F � " - Hall Blvd. 1 35 00 ACROSS PLOTS -60016 0-log Oor SIT2003 / or NT PLOT 21D 7 f —51.00— -J MlT OkC IUN&Vct gr." '\E PLAN �14OPEN FIELDNDCA 1 -0- 0 15 30 60 D:wmg 0 Revixiona Date i 19 I SrF OI Al W IOtE SHEET 6-12-03 y LANDSCAPEPLAN k9REVSION "ect NoSRG PARTNERSHIP INC 2216New Tigard Library (TreenWorks,P.C. C"=Iutr4q•,No ARCHITECTURE PLAIMING INTEMR3 � Construction Documents 1.n. c.reAR►rcne U1aY F.MICAEL FANAU rvwng N o"' "tom +IpMwn by OREGON 621+,w momson Stmet,bus 2Port," kso97205 HJW 24 Na•Ind A,mw,Sun 100 igd,�gmP-P-11-11L c>ryn 912M CKied by T:503122.1917 F:503.94.0272 Nww.arpparnsrsh .corn - -1pC ANLrVL3901 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS 1+ 0T AS CLEAR AS THIS NOTICE, 1� 15) IT IS DUE TO THE QUALITY OF THE c I1dt3w1 bI 9 JT ET tT 6 4ORIGINAL DOCUMENT 11I1 llllIIIIIllll!llllllllllllll � l 1NoN r + £ 36 VA Q ry. _ I SPECIFIED LANDSCAPE ------.CONCRETE SLAB WITH MEDIUM MULCH BROOM FINISH; SEE PLAN FOR FINISHED GRADE; HOLD 1" BELOW - SPECIFIED MEDIUM BROOM FINISH Lr"„DSC PE MULCH LOCATION; SEE SPECIFICATIONS, TOP SURFACE OF CONCRETE FINISHED GRk,DE - --- TOOLED CONTROL_ JOINT, 3/4” -- MEDIUM BROOM FINISH 112" RECESSED SEAL',NT TOOLED VARIES; » DEEP X 3/16 WIDE; SEE SHEETS 1/2" RECESSED SEALANT CONCAVE AND TIGHT TO BACKER ROD. _SEE PIANS -1/4 TOOLED RADIUS(TYP.) 1-1.02, 1-1.03, do LI.04 FOR TOOLED CONCAVE AND TIGHT TO COLOR AND TEXTURE TO MATCH BRICK LOCATIONS. BACKER ROD. COLOR TO MATCH MORTAR. 2 STEEL REINFORCEMENT; CONCRETE ROUNDED POLYMER BACKER ROD EXPANSION RT:#5 OR 6" U.C. CUNT. F--- ---SPECIFIED STEEL REINFORCING WITH NO BOND T(1 SEALANT. JOINT G) 1-4.01 VE ROUNDED POLYMER BACKER ROD I VER 45 - O.C. WITH NO BOND TO SEALANT. CN 1/2' PRE-MOLDED JOINT FILLER CONCRETE 1 t- -- 1/2" PRE-MOLDED JOINT FILLER -- MORTAR TO MATCH BUILDING PAVING1-4•Q1 SEE CIVIL --- CGiJCRE'E PAVING , ct: • VENEER MU TAR. I DRAWINGS T 1-4.01 c t. lyse o • • ° • . l SPECKt. D ROCK BASE '° p ,,••a jj//j/ o 14 i I I I I'I I -1 I I_ JII SPECIFIED SUBGRADE �` r� C+'�'' ` • a ° • \��I`== -- _ IT _ , .•J • . I_ III_.-I 1 • --t I- I i ' � - I 00 SPECIFIED TOP 77-4 vL1� O K SOIL BACKFILL SPECIFIED ROCK BASE SPECIFIED ROCK BASE - � I-III SPECIFIED RUCK BASE SPECIFIED ROCK BASE SPECIFIED SUBGRADE i' -- SLIP DOWEL PREPARED SUBGRADE 1 TOP SOIL BACKFILL I I L1 GONGS -TE PAYING 11 . 11511�i z XP � O T "p CONCRETE 51 DEYALK 1-4.01 , 4 R T - 1D�- AL \1-40 , -0 L4.01I(eK, ENED E06 1 300-0" 5'-O" 21'-0" IEDGE OF CONCRETE PAVI�JGI 8 -- - v1 _ L4.01 Z-CONCRETE PAVING-----�� - - '- _ -- -- - -- -- -_ -- �S+ } I I I IPLAN R3 , 156 154tj--- 152A .01 4 . I ° I i-•- ' _ �• • -2% s1-. , -' 150 SEE 7 1-4.01 - - I G n_551 BLE RAMP IAV HAND AIL SECTION L4.01� , _ �HANDR6IL DETAIL 1-4.01 , ■ -0 2" O.D. STEEL TUBE PAINTED 9 CC PER SPECIFICATIONS _. 4, 20'-4" 103 FINISHED GRADE EXPANSION JOIN - " -- -- SIMILAR TO TYPE �� 1/4 TOOLED 1" REVEAL CONCRETE PAVING COMMUNITY BLDG. - RADIUS(TYP.) _ FINISHED BRICK FACADE SPECIFIED CRUSHED MEDIUM BROOM FINISH —CONCRETE WAIL; 1/2" CHAMFER 1/2" CHAMFER SACKED FINISH GRAVEL SURFACE; SEE R. CONCRETE CURB f-3" I.D. STEEL SLEEVE �ILLEU -CONTROL JOINT (NP.) 1'-4"_ PLANS FOR TYPE. -SPECIFIED LANDSCAPE MULCH N WITH NON-SNPINK GROUT FINISHED GRADE 10 5'-2" (nP•) -- -COMMUNITY BLDG. - N SPECIFIED- 1-4.01 FINISHED CMU WALL W 149,00 ,: ., I PLANTING MIX\ ., N _ DRAIN ROCK - \/%/� — --CONCRETE WALL 04 / I 4" DIA. DRAIN- li 7, - - I � I / / `� '//, e PIPE; WRAP !N \\ - - HORIZ:(2)#4 REBAR \ \\/\ \ I �_ SPECIFIED PLANTING SOIL MIX j FILTER FADRIC \ 24" O.C. X CONT. FFE 147.00 4" SPECIFIED ROCK BASE VERT:#4 REBAR 24, O.C. SPECIFIED SUBGRADE CONCRETE FOOTING �. ,., -- CONCRETE WALL FOOTING / / AA�II.Aj T -- r • (3)#4 REBAR 12" 0 C. X CONT. #4 REBAR; SPECIFIED ROCK BASE UA #4 REBAR 12" O.C. -- HORIZ:(2)#4 8" O.C. X CONT. -SPECIFIED SIJBGRADE2 -6 SPECIFIED ROCK BASE _ -SPECIFIED SUBGRADE PLANTING MIX �---SPECIFIED ROCK BASE --SPECIFIED D8HAN . -- CONCRETE WALL FOOTING TAI N T A - SECTION 1Q CONCRETE L4.01 SCALE. _ A. - T ELEVAT N 11 _ �� -ONGRETE R �UB 1-4 01 , -p ------.. Hall Blvd. 13500 SIT2003-00016 18 of 21 Date Rervitiart• -- S R G PARTNERSHIP 19 May 2(1(13 INC � T �` i �. No ti' •f� c�oNST�crI LUN UE PAILS New Tigard 'Library GREFn I 216 �- z I ARCHITECTURE PLANNING INTERIORS r Green Works,P.C. �(��•�'�'� t ANCIIIIIIIIII pr I � 9 921 sw:0- -_-SftvO,bulb 200 Pw4land,O"Sw 07205 Construction Documents I�dtt•r,e Arrhee•nut 1011A0 Y MN'l1AFL FAIU Hn.itmnriu•IIh+,p, Ika nt ORLVUN � (trnwmgNo T:403.222.1917 f:503.294.0272 www-srppartne sl�Ip.com 21 NW: 1 A.mw,�„Nt 110 � i'igard,'.)regon tvin+ c �'�� Rti T 1J4 o 1 — 1012215611 A NOTICE: IF THE PRINT OR TYPE ON ANY Ir ! Illl � ili � llllllllllllllllllllllllll � I � i ( VIII.r _► •r. I11111i11i � lllii � illillil � liliiiliilt � i118 it � I 1 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I I ! I I I I ' � I I III I I III L 0-a , _ - - -- --- _- - - --- --- _______ -- - - $ 9 10 11 _ 12jdc) IT IS DUE TO THE O�IALITY OF THE ---- ORIGINAL -- - -- _ --- ------ -_ _ .3 �... �... DOCUMENT (�E 6 Z f3 Z ! L Z 9 Z Z � Z E Z Z I Z 0 Z 6�� i L I oTt 5 � � t � ---- • -_._-.__ ------ --.-_ _ --.--- - -- - -----1-�-- -- --— --. _ . _ 6 IIIi11111�i111 Iilf Illlilllllllll i.lil ILII !III !! I f I' i i � I ! � 1 � , ►I .illll I I I , ! I I II II I III III! ILII. ILII IIII.illl Illi Ill! II!IIiIIIIII!I III! I,I111I.IL11!! III! !I!!�l!!! 1!!! !!i! !III !11!11!11 !I.! l �llillll�l!!I I I I I � I I I.II II(II 11111.! .�.l.l 11111�1� Illi l.11 lll ll. I1�IILII►I�I1 NOTES: 1. PAVERS SHALL BE OWNER CHOSEN AND SUPPLIED, CONTRACTOR INSTALLED. BRICK PAVERS: 2. DESIGNED TO FIT A 3-1/2- X 7-1/2- X 2-1/2" PAVING BANDS WERE DESIGNED WITH A MUTUAL. MATERIALS SPECIFIED GEO TEXTILE FABRIC NOMINAL SIZED PAVER. "VERSA-TILE", STAI';DARD SOLID, 3-1/2"(W) X 7-1/2"(L) CRUSHED GRAVEL TYPE - SEE 4_ 12'-O" - X 2-1/2"(D) NOMINAL DIMENSION BRICK PAVER. _ PLAN FOR TYPE. I EXPANSION I 4" STEEL EDGING - IF, DURING CONSTRUCTION, ANOTHER PAVER IS CHOSEN, " --- --4" SLIP DOWEL JOINT; TYPE® CONFIRM DIMENSIOINS. IF DIMENSION IS DIFFERENT THAN HOLD PLANTING BEDS 1 XPANSION JOINT; TYPE B EXPANSION ABOVE, CONTACT OWNER'S REPRESENTATIVE. BELOW FINISHED GRADE HOLD PLANTING BEDS B SEE 3/L4.01 1" BELOW FINISHED JOINT; TYPE� O COLOR: CARIB. SPECIFIED SOIL MIXTURE Z--DONOR BRICK; GRADEy % CONTROL _ 2 -4 1/2 MORTAR SET; 2'-4 1/2' 8^ PREPARED SOIL. rf%,�CONCRETE ,' ' JOINT MORTAR: MATCH BUILDING VENEER MORTAR. -° ° o� a• 1/2- JOINTS MIXTURE L4.01 PAVING c • ' EXPANSION JOINTS: AT LOCATIONS SHOWN ON PLAN, �r-- &NMI i G . EXPANSION JOINTS OCCUR IN THE CONCRETE SETTING > '` �. ,'`rN�'' `; 't - -•-T �.° e • .a x'14 . t '• • •' 1 a 4 _ _ - e -O' a �. �,o ..,_ _ 4 1 •': ` DONOR BRICK �..... _.� _ _ SLAB, AND CONTINUE THROUGH BRICK FIELD TO SURFACE. Ll_f _ F T-1_1 11 ' _ SEE DETAIL 3/1-4.01 FOR SEALANT AND COLORING I_I �=I I-I I hI I I-III 1 _ _..,: ., `° PAVER INFORMATION. I - I�-I I== BLANK BRICK -� -I 711 El I I__ PAVER I NOTES: NOiF: PVC SCH 40 ELL - - PVC SCH 40 ELL NOTES: ALL WIRES TO DE IN5IALLED AS PER INSTALL BACKFLOW PREVENTOR PER CODE AND --- — - PVC SCH 40 COUPLING PVC SCH 40 COUPLING 1.) LOCAlION OF QUICK LOCAL CODE. REQUIREMENTS OF PREVAILING JURISDICTIONS. - 30-INCH LINEAR LENGTH OF WIRE, 30-INCH LINEAR LENGTH OF WIRE, COILED COUPLER WFTIIIN VALVE --� COILED -` WATER PROOF CONNECTION (1 OF 2) BOX IS SHOWN FOR - --- -- FLUSH IN TURF AREhS - WATER PROOF CONNECTION (1 OF 2) ID TAG CLARIFI''.A.T!ON ONLY, FINISH GRADE IN LAWN GATE VALVE (LINE SIZE) EACH SIDE --- ID TAG - VALVE BOX WITH COVER: 24-INCH SIZE INSTALL OFT-SET FROM AME.TFK STANDARD VALVE BOX WITH _ - - - --- VALVE BOX WITH COVER: 24-INCH SIZE PVC SCH 80 CLOSE NIPPLE MAINLINE. GREEN CV LOCKING LID -- SEE MANUAL FOR MOUNTING -- SPECIFIED BACKFLOW PREVENTION �' - `�� - TOP OF MIJLCH � '� TUP OF MULCH 2.) EXACT FITTING / UNE SIZE GATE VALVE INSTRUCTIONS. ASSEMBLY FINISH GRADE -- FINISH GRADE REQUIREMENTS, w ' "` COMPONENT SHAPES AND ---- IF POSSIBLE LOCATE QUICK COUPLER � CARSON 1730 GREEN BOX W,TH _ PVC SCH 80 NIPPLE (CLOSE) _ PVC SCH 80 UNION SERVICING ASSEMBLY SEQUENCE MAY DIFFER INSTALL WAIL MOUNT AS SPECIFIED BY �I1�, z - _ WITH VALVE IN BOX. INSTALL_ MANUFACTURER. VERIFY LOCATION WITH OWNER ABOVE 2L. GREEN LOCKING COVER 3 PVC SCH 80 UNION FOR SERVICING PVC SCH 40 MALE ADAPTER FROM THAT SHOWN. ASSEMBLY PER DETAIL AND ATTACH � ABOVE GRADE ASSEMBLY - WITH 1/2' GALV. PIPE X 3' - -; --Q;�p PVC SCH 40 MALE ADAPTER - o--o-- -- RAINBIP,D 1 ;/2" PEB-PRS VALVE SET TO LONG-ATTACH TO RISER WITH TWO 1" DIA. P.V.C. CONDUIT FOR 110 V. WIRING TO "o BRICK (1 OF 4) S.S. IRRIGATION BANGS I ELECTRICAL SERVICE. ; SPECIFIED MAINLINE TO ZONES �r8 25 PSI - ''' • ml�- TOP OF BARK MULCH 2 DIA. P.V.C. CONDUIT FOR COMMON AND _ UNION EACH SIDE PVC MAINLINE PVC MAINLINE BRICK (1 OF 4) a - BOX EXTENSION = CONTROL ZONE KIT: RAIN li1RD MODEL —�-" z �, �= III CONTROL WIRE TO 5 BEYOND EDGE OF BUILDING. ; ► n - F SUPPORT BLOCKS (TYPICAL} XCZ-100-COM RBY 150-C INLINE WYE FILTER (RAINBIRO) _ 18 COLI. OF WIRE SPECIFIED AUTO. I _ v < <: < BRICK OR CQNCRETE BLOCK 1`fP. DEPTH OF / t» VALVE ( ) 3-INCH MINIMUM 3/4-INCH 3-INCH MINIMUM DEPTH OF 3/4-INCH • / w ■ ■ PROVIDE DRAIN 4 X 8 X 16 CONCRETEK 4 HOLE IN CONDUIT H GRA �. BLOCK, FLOW , '�i�' '�' � �ir��`�'� WASHED GRAVEL WASHED VEL � ;�' 1I 8 MIN. 3 4 POUND WASHED / �• IIS ■ / w PVC SCH 80 NIPPLE (LENGTH AS 1 1 2" BALL VALVE lli REQ'D IYP. GRAVEL REQUIRED, 1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS LATERAL PIPE - CL 200 PVC CONCRETE THRUST BLOCK PVC SCH 40 TEE OR ELL REQUIRED, 1 OF 2) 6" 1AIN 3/4" ROUND WASHED GRAVEL IRRIGATION SUPPLY FROM METER PVC SCH 40 TEE OR ELL UNION, EACH SIDE OF VALVE PVC SCH 80 NIPPLE (2-INCH LENGTH, - PVC SCH 80 CLOSE NIPPLE AND PVC HIDDEN) AND PVC SCH 40 ELL SCH 40 ELL _ MAINLINE SCHED. 40 CROSS OR TEE ' I 1:. DRIP CONTROL VALVE A55EMBLY DRIP CONTROL VALVE A55EMBLY REMOTE CONTROL 1 NTROLLER - 2 A E PR A55EMBLY 3 X - - T AN 22 GPM) 4 G EDING 22 GPM 5 VA V A �� A UNT GO �B G� LOW EVENS�,Q�I L4 U3 ■ -p 14.03 SCAZ -0 14.03 r ■ -0 14.03 ■I 14.03 Wftgs 1 ■I 1 i' I I r 3" MIN. FROM EDGE OF -- FINISH GRADE TRENCH, PAVING, OR FOOTING SPECIFIED FILL: COMPACTED - — LOCKING MARKER CAP FINISHED GRADE FINISHED GRADE FOR ROAD SUB-GRADE — LOCKING DRAIN VALVE COVER. MARK L FLUSH IN LAWN LOCATION ACCURATELY ON RECORD PAVING 11DRAWINGS. .I i1. '�' FINISH GRADE _ 2" DIA. SCHED. 40 P.V.C. SLEEVE - , CLo , 0 18 INCHES (MIN) UNDER 10' ROUND VALVE aOX LENGTH AS REQUIRED _ '_' WALKS AND 24 INCHES (MIN.) -=1i I _ i r i ll- I — I- BELOW ROAD SURFACES. - SPECIFIED QUICK COUPLING VAL'°E �- SPEC.FIEU DRAIN VALVE (3/4'� � .� — " -III--'• . I--� I T1--T I„zz) 2 DIA. CLASS 200 P.V.C. SLEEVE; _ _ ISI ADJUST AS NEEDED TO MOUNTED 3/4" ABOVE DIRT GRADE �llin;lJ I IRRIGATION LATERAL OR MAIN UNE LENGTH AS REQUIRED. =)I I-I I - I I 1 NEGOTIATE AROUND P.V.C.z SPECIFIED PIPE BACKFILL I-) ( r�- SCHED. 80 . NIPPLE, 3/4" X 8" MIN. .' ::,;' =+: BRICK OR CONCRETE BLOCK ' _ BRASS GATE VALVE (LINE SIZE) N I- I I j I OBSTRUCTIONS WHILE I -1 , I I I�I I I-� 1-1 I I— I MAINTAINING AT LEAST P.V.C. ELBOW MAINLINE °O -- _ - - _ -I I (-111= INDICATED MINIMUM DEPTHS. L_ SCHED. 40 P.V.C. STREET EL �+ 1TM1. - Q' - - LATERAL UNE SCHED. 40 P.V.C. T X T 90 DEG. EL '`''`"'''""' BRICK OR CONCRETE BLOCK =III=I . SCHED. 80 P.V.C. NIPPLE, 3 4" X 8" MIN. ~ 2 CU. FT. SPECIFIED PEA :.'.• _ GRAVEL , Z - --` MAINLINE PEA GRAVEL - `I' �SLEEVE: CLASS 200 PVC. MAINLINE EXTEND 6 INCHES BEYOND SCHED. 40 P.V.C. STREET EL COMMON AND CONTROL EDGE OF AVEMENT, CURB, ��= WIRE SCHED. 40 ELBOW OR TEE TTmI l 11111 I AND WALL 12" MIN. r IRRIGATION 5LEEVE5 QU I GK-GOUPLER 1AL T=,N ■I'-0 _AIN VALVE A55EMBLY L4�03 x A I ■I-0 iLY L48. x •r ■ R 149,03 'R VA VE A55EMBLYl ! HI N L WALE. NTS SEE PLANS MAINLINE IRRIGATION VALVE��\ -� IRRIGATION HEADER- ----TOP OF BARK MULCH CLASS 200 PVC ----FINISHED GRADE OR TOP OF SOU I.. - _ VACUUM RELIEF z � POP--UP ASSEMBLY ---� - - -- - --- VALVE Ill -- ------� -+. - P.V.C. SCHED. 80 NIPPLE SCHED. 40 P.V.C. STRFFT FI_ n -- -SCHED. 40 P.V.C. T X T 90 DEG. EL - --- -P.V.C. SCHED. 80 NIPPLE ---- a>r- - -- -- - -LATERAL UNE CL 200 PVC —o _-------+ate- -- ----SCHED. 40 ELBOW OR TEE ---SCHED. 40 P.V.C. STREET EL NOTE 1. PLACE VACUUM RELIEF VALVE AT SPECIFIED EMITTER FURTHEST END(S) OF ZONE. -LANDSCAPE DRIPLINE 2. STAKE TUBING WITH GRASS STAPLES AT - SEE PLANS FOR 8' INTERVALS ALONG ENTIRE LENGTH. EMITTER SPACING 3. SIZE IRRIGATION HEADERS FOR FLOW; 0-15 GMP=1", 16-2.5 GPM=1-1/4", >26 GMP=1-1/2p. 5NI NG JOINT A55EMBLY 11 -O R HEAD5 _ 12 _ 12RIP Z N- LAYOUT L4.2 ■ -0 Fiall Blvd. 13500 SIT2003-00016 20 of 21 Revimn 19 May 2(K)3i ' [hrrwmlt Title (GREED p'Y y N� S R G PARTNERSHIP INC � IRRIGATION UE'1'A1LS I-� k9New Tigard Library 2216 • {�� • GrecnWorks,P.C. Cunsuluw PfordNO ARCHRECTURE PLANNING INTERIORS Construction Documents [And"pe Ardvrr", p V iozlbo F.MICIiAF.L.FAIIA 611 SW Morrison Stnst.Sults200 Portland.Onyx!97205 14l.,,ti m„Kmd lx.atr, Drawn JV4 ty OR EiGON .444 °1°"�NO T:507.221 1917 F:503 2N4.0172 wMrw.srppartnanMp.com Tigard,Omgon 1/P- ?.&IMOamt �M 9,7; � un tiY � T /, SO,M561: E A NOTICE: IF THF PRINT OR TYPE ON ANY ( �-I 1 T ' I I I 111 ► III III III III III III III III III III 111 III * 03 I I I I h1. 1 11111 1 1 1 1 ( 1 I Jill III F I I I 'i 1 I Jill f f III 1 1 1 I I f I 1 I l 1 1 I 1 l I l f l l 111 1 1 1 I I Tj l I ( I III I I 1 1111 I I I i l l l l l I I l l l l l l l l I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 -__-- - - - 4 - -----_- ___-- - 5 --- - -6 _ __. g --- 9 11 1� id �L , IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT IL E8T LTI ' 1 I lliiIllIIIIIIlI ►II ILIIIIIWIIILII IIIIIIIIII lllllL114llllrllilJll i lll1J1 11 .�Jlllllllftll i NOTES: 1 . POSTS SHALL BE SET SECURELY IN GROUND, NO TEMPORARY PANELS ON BLO;;KS PERMITI ED. �D%K.TLAN SRMING PLAN n D deg. AA �,�-- SPECIFIED TREE _ SPECIFIED TREE Imo. -- DRP LINE " (3) 2" DIAM. STAKES, AS SPECIFIED. ATTACH TO (1) ALL GROUND COVER SHALL BE '—� 3 2 DIAM. STAKES, ' -- TREE WITH "CINCH TIES,' NAIL TO STAKE. - SET CROWN OF ROOT3ALL 1 ABOVE �J� PLANTED AT GROUND EQUCOVER SAL ( ) AS S{ E CITIFQ. ATTACH TO TREE WITH `CINCH TIES," NAIL TO STAKE. FINISH GRADE 4, .-•--� 0 SPACING PER ON CE14TER SPACING /-- SET CROWN OF RCOTdAL! AT FINISH GRADE SET CROWN OF ROOTBALL AT FINISH GRADE AS SPECIFIED ON PUkNTING PLAN / Z, C/ S REMOVE BURLAP FROM IOP 1/3 OF 8'-0" 0.C. r REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL ROOTBALL -- REMOVE B1IRLAP FROM TOP 1/3 OF ROOTBALL ----.- — (NP.) AFTER STAKING (2) LOCATE GROUND COVER ONE AFTER STAKING 2" BARK MULCH BARK MULCH - 2" DEPTH BARK MULCH - 2" DEPTH - HALF OF SPECIFIED SPACING BARK MULCH CIRCLE SHALL EXTEND 6" BEYOND IF *•.,:: �,;,,� .,; FINISH GRADE }---�- DISTANCE FROM ANY CURB, - BARK MULCH CIRCLE SHALL EXTEND 6' TREE STAKES IN TURF A2EAS - ''"a°� �"� `' �_ SCARIFY SIDES AND BOTTOM SIDEWALK, OR 01NER HARD ; I BEYOND TREE STAKES IN TURF AREAS � -`•; . ---I�I -- FINISH GRADEt SURFACE, UNLESS OTHERWISE II ;r BACKFILL SOIL MIXTURE - i, FINISH GRADE r.., _f�_ - SPECIFIED. o _ - BACKFILL SOIL MIXTURE -�- � `'��• BACKFILL SOIL MIXTURE NATIVE SOIL � �� - 1 �T �T--- NATIVE SOIL to NATIVE SOIL EQUAL - IIIL- =1q ROOTBALL �;4 OT13ALL STAKES SHALL EXTEND MINIMUM OF THREE DIA. PLUS STAKES SHALL EXTEND MINIMUM OF THREE PLU` FEET INTO UNDISTURBED SOILiFFa24" SCARIFY FEET IN'0 UNDISTURBED SOIL I ROOTBAIL DIA. SIDES do STAIN TREE STAKES AS SPECIFIED SIDES do STAIN TREE STAKES AS SPECIFIED '� 24" BOTTOM B0110M DECIDUOUS TREE EVERGREEN TREE I F I R �l� i NG z - I OUS TREE PLANTING GROUND COVER/ X04 T P _ LANTING 4 PROTECT l.^ L4.04 L4.G4 WALE N% L4.04 , L � '. ' A FENDING I . NOTES: 1. CONNECT DRAINLINES PER MANUFACTURERS DIRECTION AND PIN IN 4" PERFORATED ADS 3000 TRIPLE PLACE. WALL. INSTALL WITH HOLES DOWN. 2. CAREFULY PLACE COBBLE ROCK OVER PIPE HOLES MUST CONNECT TO VOIDS IN TO AVOID DISCONNECTING FITTINGS. ROCK. - CONCRETE SIDEWALK 2"-4" COBBLE ROCK WITH F-----SPECIFIED LANDSCAPE MULCH ' NO FINES, CONTINUOUS. --- SPECIFIED TOP SOIL BACKFILL CURB, GUTTFR, „Nrl — ASPHALT PER CIVIL -PLUG WITH 4" ADS PERFORATED CAP. DRAWINGS F---FINISHED GRADE 4" PERFORATED ADS- 3000 TRIPLI WALL PIPE, CONT. ' -- -- -- -------- EXIST'NG GRADE III `--STANDARD DRAIN FITTINGS TO DRIP SPECIFIED SUBGRADE _ LINE 15'-20'-SEE PLAN AERATION/DRAINA61-E PIPING 4 Hall Blvd. 13500 SIT2003-00016 21 Of 21 y tt0Yi711MN ------ )"M 19 S R G PARTNERSHIP INC IvM6y21�I' V 5T�R� LANDSCAPE DETAILS GRE�CI I, �,I;n�No � 1 New Tigard Library 2216 (4eenA'nrks, F.C. camulom14 jea,tM, M ARCHITECTURE PLANNINGIN7ERIORa Construction Documents 1"nJe,ypeAnhitecmm 102160 y F MICIIAFLFAIIA V Hn•inw,rnental ` � /'•�U (,WN � Dm%ingNo 621 8W Mcxrtson Street Suitt 200 Portland•a"a9�97205 �' Llnwr try VIt 1:V tJl`I ` W 7:503 22?.f917 is 503.204.0272503.204.0272272 www.arppal ntMan p.cIffL figercl,(begun 14 NW fid Amw,Mae 140 BJYV W4k rewdad,(*rpmVW9 O ked by eor L4004 111)2115612 A�Gt 1 1 1 1 1 1 ► I I ! I I I I I I I I J Jill ' I I T I T ( l l r 212121 r I I T I l i i I1 ' i1 1 1 1 1 "� ► 1 1 1 1 NOTICE: IF THE PRINT OR TYPE ON ANY III III III I I I ( I I II ( I ( I ( ( , ( I J i I I I i I I I I I I 1 I I I l I I I I IMAGE IS NOT AS CLEAR AS THISI i I I NOTICE, 1 2 3 4 ___--_ _ -_ ---- ---_- --- ____9 ._ 10 _- -____l l _ 12 ja ,�� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT � 6Z Hti LZ LT 9 � 5' i bT ET ZT tT T 6 - till ILII IIIL ILII illi IIIL Ilii ILII 111111 i ( LII ILII I I I I I I I I I I 11 I 71 "V ,