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17005 SW 92ND AVENUE-5 F p tS� ',�arZni:yr"•.is CONSTRUCTION PLANS' FOR TH C1 OF mr11GARD 13125 SW HALL BLVD, TIGARD, OREGON 97223 GRADING AND UTILI IMP OV M NTS Ty Ty COOK PARK EXPANSION PHASE MAP. 2S1 14A, TAX LOT 1���; MAP 2S1 14AC, TAX LOT 700; MAP 2S1 14D, TAX LOT 101 7mT 111191, I'll CASE FILE NO. 9��-391/S/V CONSULTANTS= oat CFS j CITY OF TIGAfL,D RDPAroved........................................................ .(�). .. Conditlonally Approved,................................. For only the wofk as described in: ) PERMIT NO. i- 0000 C,r1! 2OD 1 -60��� F' i)1' .Y r'.v�l �• ': K + �K9-JFF ` See Letter FOIIOW....................................... CESNW INC. ....... ): > >'9YH�� 'e' >� •�I mrs v .�fia'en -tt,'F. «, "_, .: #_H I Job Address: AC�sot .............. .( ); By. Date: halo 1 15573 SW RANGY ROAD SUITE 300 SHEET INDEX 1� > V� LAKE OSWEGO, OREGON 97035 (503) 968-6655 iof1� � NUMBER DESCRiPTION CONTACT JEFF VANDERDASSON �� TITLE SHEET CIVIL r 7 c.` 2 ' � H ,LD �r -- C1 SITE PLAN � �` � . a c 'E�' 1 r V C2 GRADING AND EROSION CONTROL PLAN r '' ` = .� � aro� � "` C3 EMERGENCY ACCESS AND SIDEWALK PHILIP R. McCURDY ARCHITECTS, P.C. C`` S ALK FLAN Y:1 '� .f �� •1 It1'1f.A�/ht �� �► C4 PROFILES AND DETAILS 8040 N.E. SANDY BLVD. ra C5 GEOMETRY & STRIPING PLAN ,'VICINITY MAP C6 UTILITY PLAN PORTLAND, OREGON 97213 (503) 282-5477 N.T.S. C? DETAIL SHEET CONTACT: PHILIP McCURDY _ LANDSCAPING PR�FF _ ��S��N�•INfF•Sf� L1 LANDSCAPE PLAN - PARKING LOT 16,723 0" D"L �— L2 LANDSCAPE PLAN OREGON ,h L3 LANDSCAPE PLAN - BUTTERFLY MEADOW ��y TO 1� S+ OTTEN �C ASSOCIATES , INC . ✓��4 ,Arcc1��'S° . '<ENEWS 6�30�02 L�'� IRRIGATION PLAN LANDSCAPE ARCHITECTS l.5 IRRIGATION PLAN �! L6 IRRIGATION PLAN 11855 S.W. RIDGECREST DRIVE, SUITE 105 BENCH MARK ADDITIVE ALTERNATE �'�p �+ W.C.B.M. X76 BRASS DISC STAMPED "WASH. ARCHITECTURAL BEAVERTON, OREGON 97008 (503) �-5),6 '` CO, SURVEYOR CLC 39 1S1 "1980" ", INSIDE _ _ ATN HEENJ IE SECTIO T BOX ON 0OFC179TH AVENUE AND-INCH IRON IPE Al BUTTERFLY MEADOW GAZEBO - FLOOR PLAN CONTACT: JANET OTTEN BANY ROAD. • ELEV a 329.31 A2 BUTTERFLY MEADOW GAZEBO - DETAILS g E5 BUTTERFLY MEADOW GAZEBO - ELECTRICAL FLAN x S I T2001 00001 1'�2001.00151 92nd A,,, 17005 1 of 2 Ili'iill IIII IIII IIII 1111 IIII'llll IIII IIII IIII IIIII IIII IIIIIIII IIII IIII IIII IIII 11 ( 1! I I III III I I IIII I I I IIII (III IIII I I I I II I I IIII II111011 I IIII IIII 1111 IIII 1111 IIII IIII 1111 IIII Ile" (III I I I I I IIII u�.rtY� cm i t I I I I' 1 fpM .1e• I 3 1 8 e I I S� Ilt, 1 I IZ I t3 I�tl4 ( tle I ►7 I I ( I I I I I I I � I I 1• IO 7t0 zl 22 �O Z♦ 2 a >:7 Z 2� ad . I k "� •"Ili - , . z ar, r� :t T �Rpp ^1•Y A PN� FFsri 7 t I r OREGON �- - r_ .� w ��� w i w� w w ww�o w w w w w w •�� .� w �� .� w w w i� w w �e'�_� ��.�. �. w r ?0 _ �1 j5--1 ►ANOEo�� RENEWS 6/30/02 Z Z I o CO) a. I 100 50 0 100 W .?'�. , , WORK AREA � ( I Li U) 4 .� s o .�70 � < _ > SPORTS FIELDS I a 1 I MY ME N yFz - ►� I I CD v FUME vi ✓ clf ✓ _010, NQ "� I s ✓ ✓ � ✓ LE- cl FLrPJRE RMI ROM V) 5i . _ ooNCEseioN 8TAI1D — a� p W ; 1 C � _ I zpu) EMnMt�N 00 r; Q1 PAYN.JaN LIT URE P"Mic SHELTER PAFKM °„✓ EXISTNQ WETLAND •. W M1MTION AREA SWT MIAI DOOM PM SHELTER door .000 ui JL EX87M PM v �J i - S�TER I � N > a I rn \ w _ > � w 6 w �,HEET- I ,•x S '— OF 92nd Ave 17005 fi. SIT2001-00001,PLM2001-00151 2 of 22 J 7^-... w........n. +, ..- -...,.—.. ,.r + w.,er.--.,w..n..«.-....-_-... -,--w-...w+..r-... +rte. ... - Clri i 4 I 1 b ' 111 Iunlniiluu) n I I II ILII li $Ifiil� 22 1!3 i nin�iuilnl� nolo i�uuIa II li l Ii Ini X11 I0wn.1, 10 1 1 1!Z T., 14 If1 17 11 1 2 1!3 24 2e >a'e 27 .e ZO 30 } . '1 yq'w11.• ,.'.. r td 0 �� '��. l � • Te , ^ ^ t - , 4. ."A 1 N.T. i I 1 5; • A. II 10' e ��� PP��Ffr �`� %G I NfF,� �p _ STATION LINE 0 16. 33 �l I I SACK F N 4289.72 0 --'T '•t-,•-,�- 'r• 0 WALK �► E 425 I �a - - - � ',y 3.56 I = OREGON�'y { _ _ r'•• ✓ " OF 4 -0" t �m � '' �D I �i��Y 20, �°' SSo� AtW,. R� 4' CONC COMPACTED SUBGRADE f 2" OF 3740" BASE (ROCK /'�'% �' f I COMPACTED SUBGRADE RENEWS 8/'0/02 NOTES: NOTES: 60 30 0 60 �s �; ' 10 1. �1CR�� �A134 BE 3000 P.S.I. AFTER 28 DAYS. 6 SACK MIX, SLUMP RANGE I. CONCRETE SH BE 3000 P.S.I. AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE II OF 1-1 2 TO 3 . 2. PANELS TO BE 5 FEET LONG. 2. PANELS TO BE 5 FEET LONG. W 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES. '•' Z I U'tUTY VAULTS WHEELCHAIR RAMPS:& AT SPACING NOT TO EXCEED 45 FEET. UTILITY VAULTS, WHEELCHAIR RAMPS. & AT SPACING NOT TO EXCEED 45 FEET. i'fi` PRC M ►":: 2+83.7'2 0 4. 6" X 6" 10 GA MESH REQUIRED. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE Z CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2 RADIUS. • '` Z 5. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED / w MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO nmsH GRADE. Q I CONC:REM SIDEWALK 1 - _ EMERIGENCY ACCESS NTS � ; '' 'I S NTS uiw 0 Q o '; 'O�• INSTALL SEDIMENT FENCE I Q = > ox PER DETAIL SHEET C5 m �' � 04 00) 0+00 iii, .;"<<:-�'•;" � U 1- !� SIDEWALK �` �%✓ O CONST 494 10 CONCRETE EMERGENCY ACCESS PER DETAIL ' THIS SHEET SEE PROFILE SHEET C4 •� en o ` :.. N J + .:" O W s � . SIDEWALK ;...' � EXTEND 6" THICK WALK I ; TO FACE OF CURB I o N 1 . m00 • L0000 rn -� - w w �� w e w,� e w e w w e ,� e e �� e e �� w w o e w �� wa e i� e e �� e e •.• e e e W Ln X M '--- /v' - --- I •1 _j U-) If:� f � CURVE DATA I PICNIC SHELTER I O R=42.00 R=35.00 't PC 0+88.40 L=24.89 L=18.77 Delta=33.57'05" Delta=30'43'26" P '�� O c� / O R=58.00 G R=100.00 2 /. // L=31.24 • 2 I /��/ Delta=3 2'56'44" Delta-1753'56m P 1+46.64 �i O3R-58.00O R=50.00 PC 1+67.33 Il;; I =51.78 9 L=39.11 s• I Delta=51'09'07" Delta=44'48'54" I O PT 2+19.11 04clo) R=165.00 i �x xs\ R=42.00 L=199.80 �,;.: PC 2+38.26 L-29.29 I o Delta=69°22 47 �,, Delta-39'57'45" V CONCRETE SIDEWALK 4`•� PCC 2+67.56 5 R=70.55 t SEE PROFILE SHEET C4 u I L=37.54 12' CURB +� " Delta=30'2917 S I l01`�I 5 O R= 108.00 '•J L=21.79 �Oc PYA ;::i/ 0 G PT 3+05.10 Delta=11'33'38" v� a SOFT Tl4A/L 6 / w TS OF GRADING or Z FUTURE GAZEBO 0) PIcN,c I W J �URrNK+NG A' t,N IA N I a s 4 Q 14/4 .o > ZW - / SOFT TRAIL� I I W { --- I z M w U L-A W . , at SHEET C3' , 'tr'�•Yi�i,��, �' , ��P ,. phi �arc. "' `_ � _^ ♦ • _ ----- ---_ _ �,r ♦ of \ \ \ SIT2001900001,PLM 001-00151 3 of 22 \. �\ Y ' t s Cm'llllIIIII IIUIUII Illllllll Iilllllll illllllll IIIIIiIII Illl,lllt II11111111111111111 UIIIIIII !IIllli 1111 Itl IIII II11 1111 !IIII I I I Illt IIII IIII nl�" i 111��Ijtj,lin u IW oll , 11 1,1010111, II IIII I II IIII Iltl IIII }III III! IIII II11 H I II 1 • j � � ) I � II ►ill � l � l � llllllli � Ia le �,. Is 1 Id la sl az za e ,. , Y w L qo� b�L1 nY ' jh - . �, > ; ��•-- r7�_ -. - � ! gf - f, '..wowk�.. '51�1J !!-In, -If i,l' y. ltd✓. Qn,llnali'b '.,�`1S\',+Mme$1:;}� ♦1' r .,[ r .. r 3� r a:. r �r �EPRD�F HIGH POINT ELEV - 118.18 �' HIGH POINT STA - 3+04.37 ��-' 16,223 r A, PVI STA - 3+25 FINISH GRADE OREGON PVI STA - 1+25 PVI ELEV - 118.20 PVI ELEV - 118.00 A.D. _ -1.184 PVI STA 4+40 _ A.D. - -0.62 Ir ✓�� ryewo010. o� K - 43.73 PVI ELEV - 117-DO K --80! 1 A.D.--=- I �-- - -- -- - - -- -- - -- - - -- - --- --50- — 130 wl _ RENEWS 6/30/02 &D ,�� I K - 6208 CAST IRON�C,O, FRAME do CC VAR _ VC �/2�� WITH CONCRETE BASE FOR S14EET # �� IVCk;j AREAS ONLY. PVC ACCESS BOX TO BE USED IN "YARD" AREAS. Z S N o I 8+ I co '� N PIPE AND JOINTS TO CONFORM TO m..- #- .- - ---- - - --- - ------ - '�------- +- +v- -- g to 00 I M a M ^ t � A.S.T.M, SPECIFICATIONS. 46 g N a�Rgg I S I� I m M I I > 1/$TH BEND O P Mco m U V 12 # U fQ - - _ - - _ - -- - - - --- - WYE Z PLIJG IF END - n. % -0.24X Or LINE X 2• _ W t - ---- - ---- _----�-- ----- ------- -- ----- - ----- --- PIPE BEDDING Y �, Q z DOUBLE CLEANOUT Y -i CNN 110 - -- - �.. - — _ —-- ---- — 11 O NTS 0 Q s MEWALJ 0 C) Cr) U � o � SCALE 1" - 50'1 HORIZ. 1" - 5'1 VERT. 0 0 Ln 0+00 - --- 1+00 2+00 3+00 4+00r 5+00 �' PVI STA - 4+05 M a PVI ELEV - 118.00 Z2" THICK CAST IRON G ATE iv N ; A.D. - -1.53 HINGED LID FOR O6 u K - 16.38 0W ; 25' VC _� o ; w m 45' o ao�� _ m � D co Lo rn �Vzo [ ^ Y IV _ n --�- co + 00 Z 4J g N it PROPOSED GRADE t R q m O BACK OF WALK N1 u u T m m I N PIPE AS SHOWN 120�___ —_.____ ---- - - — - ------ 120 STATE APPROVED 45' ON PLANS z I \ —~ Z,I 7G I 2'44 SQUARE CB - • BITUMINUS COATED 6" CAST IRON "NO HUB" SEWER PIPE 1 BACK of WALK CT ACgEb8 i.____________ SCa 11» - 50'1HCRIZ. I LYNCH CATCH BASIN 110 ___ __________-_._ __.._._ ___ _�____ �T. --- ----_---- --------- 110 NTS I 1 � a 0+00 1+00 2+00 3+00 4+00 5+00 NATIVE BACKFlLL GRANULAR BACKFILL 4" PIPE CAP o 4" O.D. DIA. STEEL PIPE 4.5" O.D. DIA. STEEL —- — -- ------- LV ASTM A-120 4" O.D. DIA. STEEL 5 AINT)YELLOW � u, O n g ROPOSED GRADE r XISTING GRADE O �� �� SEWER HEX BOLT SEWER 1 DRILL 3/4" HOLES 120 N - 120 - THROUGH PIPES IIZ8 -W EEXX gp� PADLOCK (SEE DE�rAI��" O 1 5�8" DIA. HEX BOLT i cc - - Z NC PLATED cr 4 1/2- NOM. DIA. 6L-- S6 " VC 10. STEEL PIPE (GALV) 18 DIA. CONC. FOOTING " Q PVC, ASTM A-120 r' 1.5 DEEP. 3000 CONCRETE 2, 5/16 HOLE 'I2" DIP. 50.34 LF fl S-^•50lG �S.-O.W r _---.------- --.-.-_-_-- ---_--_-- -__._P UG-..END - DRAIN AWAY FROM POST, �— � J UJ 112 -- - - _ __ 112 a REMOUEABLE BOLLARD a ----- . - ---- - ---- --_ -- --_ _ ��w, NTS Z m WJ STOR ►,;:SIN I o 05 SCALE 1" 40' HORIZ o 1" 4' VERT. SHEET 104 -_____-___ - -- -- ----- 104 48" A C4 P � 0+00 _ --- ---- 1+00 tiH • r 92nd Ave, 17005 _ r 3IT2001.06001.PLM2001-0015+ 22 pnUa�;attysk►a:p IMt4 '�pdyrM,�<,.,,.fi,,• •" _ CRI II I II Inl IIII liu nn ul, nn !lil IIII iii I ' � I I { I , IIII III illi'IIII IIIIiu11 III! ��I ILII '��' i!iiiii' III IIII'IIII Ilil Illi I I I III 1 I� III 111. IIII IIII I II II11 1111 II IIII II I IIII IIII 1111 III 1111 1111 Illi II11 it III) lil II I III I 1 I 111 II (111 �ol .rrr rear I I !, ' I I ,I I I 11 1 I 'I 1 I I { I { I �► I I I I I I I { ( I lo• .1 p► 0 11 12 1� 14 I is 17 Is Iv o 1 v1 1�3 4 ss s 97 Is vv 30 t; 1 k;ti J 4 LaAA: , 7;) aY , ii °tL Pf OO ANGINf- 16,723 OREGON �) i �9°� yoi tr\ �5 83.5 6�1' --� I 40' --� 204 VA M D E lO R-25' = RENEWS 6/30/02 I i \ 00 IR-2R' 30 15 0 30 iR-2.5' N Z h N (�• � R-10' R-35' 0 bb z R-25' Q I R-48 0. g w I I '_ 13' Lij Q = n . � a- Q m r ) N _ Q o J N r` O Q I rn - I n CV ��I � � .-. _ } N Q O� U � o v^♦ 18.5' 4' 37' 24' 18.5' 5' ISLAND (TYP.) ' - 63.3' �. 64' 5F� 61.76' 32' 11' = I 13' T •., ` INSTALL SEE BOLAIL LARDS C4 � " . I N �D a s • j .., :.tea,. '. O� v 20.5 56' 00 •- - .. f ; 56 --�I Imo-- — 68' N s R-48' g CONCRETE AISLE• z o u, R 25 MR-35` R=5' -� DETAIL THIS . ' ' Ln M"tO ,1 C-F ko v� N SHEET "'' o Ln pn 1c a M pn i7 R-4.5' R=4.5' R=45' 9 , h N Cs N 7 70' 70' 50' 60 15.75 30.70' t R-5' "� 8' �-- I I \-R-25' 1 R- dk R=18.75' .:., I _ I I I II II N 68' --r• 70' 56' 56' F�30'--�I R=10' I I i I � S' ISLAND (TYP.) ~ � U in if? ,��'•. tC •� N e =10' e I r. ,. I I ' 151.40' �-- 56� -------+•� �--- 56. +-I -■-•-- 55' —moi I�--24'-moi , — — 300 _ 68.33 206' 22.4 18.54 40 16.3 .�• w. �. .� w �.. .� w I NOTES: 1• INSTALLATION SHALL FOLLOW THE CONSTRUCTION NOTES A MANUFACTURERS RECOMMENDATIONS. FABRIC 2• POSTS SHALL BE INSTALLED SO A. GENERAL 6" CO=NCRETE WITH THAT' A MIN. OF 3' - 0" EXTENDS t. ALL IMPRr.:MENTS SMALL BE CONSTRUCTED PER THE APPLICABLE 6X6 X10ga MESH ABOVE THE GROUND WITH A MIN. OF [ FILTER FABRIC MATERIAL 36" WIDE ROLLS SEcnoN� ,JF THE UNIFORM BUILDING CODE. MINIMUM, ATTACH TO STAKES. 2. THE GaW TRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE 8 2' - 0" EMBEDMENT. DRANINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE �_— PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE INCLUDED IN THE UNIT TRICE BID FOR THE ITEMS OF WORK LISTFED IN THE PROPOSAL. ANY ITEW NOT LISTED IN THE PROPOSAL IS • a ' \PE 2'-0" MIN, ca CONSIDERED INCIDENTAL A.C. PAVEMENT AND r; �' •'' ' a • REINFORC.iNG NETTING,-� 2 3. THE CONTRACTOR ANO/OR SUB-COYTRACTORS SHALL HAVE A MINIMUM OF O G Q �/ �" FABRIC N a C.A.B. BASE. SEE O ONE (1) SET OF APPROVED CONSTRUCTICN PLANS ON THE JOB SITE AT �- (� O �. p . /\\ \ „ IF RECOMENUED BY MFG, ALL TIMES DURING CONSTRUCTION PHASES. DETAIL SHEET C6 OF 0 Q pp p p O �� 2'-0" MIN. FABRIC EXPOSURE EXPOSURE a 4. ALL MATERIAL ESTER IN SHALL SUBMIT TO THE ENGINEER PROOF OF O �. O © Q ' ' \/\\ MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY \, ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS OE�iVEREO TO THE JOB i //° // // // // // // �/ //\//\�/ // // // // / r�\ \\ \� \� \� \\ \\ \ ��\\�\\\\\\\\�\. COMPACTED SUBGRADE /� / \I •\\/\ r\\ -\\�/\\�/\ \\ \� \ \\/r 2►�TE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED //\/ / /�//\� �/r� / � p� Tzr SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED BURY BOTTOM OF FILTER MATERIAL o AT NO ADDITIONAL COST TO THE OWNER. NOTES; 7 '2" MIN. BURY FOR FABRIC B 8 BY 1 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO 2 TRENCH �r BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY 1. CONCRETF� SHALL 8E 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIY, SLUMP RANGE TRENCH /\\/�/ --- •r a'SIGZ AVAILABLE DISCECORESAN D S.M UTILITIES HAVE BEEN LOCATED FROM OF 1-1/2 TO 3 . l a _�\\��\� Q AVA►�ABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR � 6' MAX. Z BEGINSHAI. NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO 2, PANELS TO BE 5 FEET LONG. BACKFILL 2"X2" WOOD POSTS, STANDARD OR BETTER --� BEaNNINc EXCAVATION, 8„ MIN 1'--0" MIN. ALTERNATE: STEEL FENCE POSTS —. d. 3. EXPANS4014 JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �^ UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SECTION A-A C'� 4. 6" X 6" 10 GA MESH REQUIRED. BURY IN NATIVE GROUND 0 A PROFILE VIEW _, 5. EXPANSION & CONTRACTION JOINTS SHALL BE 1/3" PREMOLDED ASPHALT IMPREGNATED SEDIMENT FENCE DETAIL � < � Q,,,, MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. .. C AISLE DETAIL �;� SSvlz ' N.T.S. W cc NTS �p PLACE BIO--BAGS AROUND NEW INLETS ; :gyp.;or P,r,41'• `�,�� AS DIRECTED. zri uj IV INLET INLET Rs25'MIN. �••�°�` ��i •4P ! CLEAN PIT RUN OR 2"-0 GPAV LL "*9�,!p°!.q■�tC�O!•,, SHEf. i SUBGRADE REINFORCEMENT "Y ',r ` \ - GEOIEXTILE, AS REQUESTED �' •- -— �__ E`er CURB C5 Ze '• �_ INLET PROTECTION DETAIL OF 0 STABILIZED CONSTRUCTION ENTRANCE M N.T.S. 92nd Ave 17005 ti_:•:, _ SIT2001-00001,PLM2001-00151 „14 5 of 22 jam), LIr • ;f .. i. ..n,.nitC FH.Yk'M.YifiJIY63Y�'r5�3Y'.1"ii �PIMT+��'"..r .-.... • m r +a;�'.�xr�+°n+.r*.+m.....-r.*•--.......,.... _. __.-_..-..,....,--...--•—"'r'--•-••-•----- .�_- _. ---,-rte,.......,-,—..._,,...,. ,.,,�.,_..,»�_»..,r�,.�..»._,..,........-......�..-,_ ... _ ___._,,.•- -......_.. .._._._.,�-._ _ -�.. 4 t�OQTYr C►il IIIIII!IIjlUllllll IIUIIIII IIIIIIIII`IIIIIIIII IIIII1111 Illl�tlll 1111 III II11�1111 III i II I`fllll IIIIIuII IIn�III ( III II I In ullllI llllul IIn n IIPr I � �a I�I (�: ( II4 �Itl I7 Ilm I IIS I IO1n;Yll�l1'iIIIlInI1nI�IlIl1 11111IIIIIIIInlllnn�Iu1 (I111II�II IUII r{,.: rbwYw.1 u■ 22 23 24 2B > 27 >� 2!0 - - r: ,l~ f T�,n .:, i. '�i i�tYr Yf{�: t�,i��y d'�i��•� k . -- ----—-------- .l r 7 I 1n �rr vq st t n �t r ..�� . ' SiY r Z r , ' Y , r, 'Fl QED PRot -I 16,723 _ �. 0 I 4 20 o 0 40 .� OREGON��� Qi7 �� 20, S / 4YANOt�O�S RENEWS 6/30/02 I i I d G7 Z q X I I ui 1+50.34 STORM MH 1 - Q 0 I N 3998.21 E 3755.87 Q a > 2-10 PVC STUBS O S=0.50% d. J aj , INSTALL 1" STUB W BALL VALVE / Y UTILITY VAULT 9VB-924 VALVE BOX Q I I co & 1-812P LID OR APPROVED EQUAL / Q < 2 rn 4 INSTALL ELECTRICAL CONDUIT �' '� r O Q' c' 1 1 PVC W PULL ROPE : ..; LL- 0 - 0 � In < . � CVQLo _ _ N INSTALL ELECTRICAL CONDUIT � �j 7 711-1/4- .S PVC W PULL ROPE Li PVC W/PULL ROPE I 4 II c_- o / �',!j 1" 1/4" PVC W/PULL ROPE o un >_ .1) 1 PVC W/PULL ROPE o o I of m O S=2.00% 35 LF 6m VC �s'' 0 LYNCH CB LYNCH CB INSTALL ELECTRICAL CONDUIT - N 3996.22 o =' 2" METER do DCA PER 2-1 2 GRA i•E=118.20 GRATE=117.67 1 1 PVC W PULL ROPE E 3894.87 » >_ ; 154 LF, 4 PVC: c, f CI QETAILS 521 IE 116.67 INSTALL 1 W BA VE / TE IE=117.20 " IE=116.50 oLn do TE 6 PVC, 8.00 LF " Y -- O S=1.00X zd�,, , UTILITY VAULT 9VB-924 VALVE BOX 160 5514 92'5411 ,;. ? m - / do 1-812P LID OR APPROVED EQUAL I I ✓ H o 06 w1 2" PVCFW W 2-1/2" FVC, 680 LF W W F 4L W • 100 LF 6 DIP ,n I AP EXTG MAIN �9'6. CO ! 4" IRR. SERVICE CO , N ^ a . A MH ; �� RIM- 116.65 �J 1 E DETAIL SHEET CO 138 LF,10 DIPS-0.5X 142 LF IE-110.65 7 2 / �; _ :0 25 LF :>>;/ N 3952.86 J 41 1 l .1 I 6 P E 3860.58 " =1 1 GRA;," =117.50 „ 8 DIP GRATE 18. 0 _ _ _ 42" SS--� -- 4' " _ - --- -- - 42' SS - --42 29.40 LF -� IE=117.10 � IE=116.50 ^ 5++. � a ; 6 PVC , p O+ • PVC E /5193.67 56 LF, 4-PVC I 9.60 LF `s; OSA " A U T EXTG _ v 4" IE=115.00 IRON ROD JURE O S-0.50X 20 LF 10 DIP MANHOLE DOWN �i a W/HEADWALL a N 3850.24 "1 " CONCRETE HEADWALL O S-0.40X � EXTG RIM=117.61 i. .� rn E 3041.53 CONST. SAN MH N 388 .05 10' IE=115.15 W/HEADWALLS PROP. RIM 116.80 RIM=119. SEE DETAIL SHT 7 10" IE-114.70 TAP EXTG MAIN _ u I RESTR E 3249.84 L �;.- ' IE=113.35 N 3888.05 N 3879.04 PER DETAIL SHT C7 W -- w --w VERIFY IE 6 PVC,S LFO 2% _ �---� w �---�"•- E 3537.35 20 ' - ' • .- - w - � E 3398.01 � - N3860.19 wL_= - - - -- - - - - �. - _- -- - - - - - - - :r _�_• J w _ --- - --� �10 IE=114.60 IRON ROD '� IRON ROD E3074.x58 -- w - _ -� - - X 68.68. - - - . _ A �5�r$��,� _ � �85�Le - - - - - - - - - - - -_--- \ E 3'.b;�3.03 E 3792.90 '_ A, E 3823.46 „ ,C� -IRON ROD INSTALL ELEC7RICAL CONDUIT ' 0+00.00 EXTG - - -- \ N 3850.08 ��, - TG 3 0 VA T <: ----- - =- - _- -- - ---- `-- --- - -- - - ExT� RL-'„��'uti•'�� tiN�•TE4 '.' E 3071.53 -. 2 1 2 FVC W FULL ROPE _ STORM MH r w - 77 �EXTG FIRE \ HYDRANT §-W - - i boor• \)GP \ I TEE HATH 4" GV MJ x FLG / I INSTALL ELECTRICAL CONDUIT FUTURE PI (1) 1-1/4- PVC W/PULL ROPE f17 SHELTER N.I.C. I 1 1" PVC W/PULL ROPE INSTALL 3034 UTILITY VAULT ' N 3799.01 E 3864.59 �> �' I u INSTALL ELECTRICAL CONDUIT 1 1 PVC W U:L ROPE SHED _ •' I � a ° 4 o n- 12" CURB . . :,;,,.., • ------ ---- ---- - . oK ---y- - ID m o ., Awl Q ' r a U W / � SOFT TRAIL E 3857.29 , r GAZEBOC6 OF v ti r = I /� �` ( 92nd Ave 17005 I /. '\ SIT2008.0o0001,PLM2001.00161 22 2 ."..; r.,,... . ;. .._ .'. .•r. _>M}'.':, .,;... .r•-.- :'. _ ,_.. . .....nrw«wwr.wvk,a«rr.,:.... w " '• ' ' '°`" ""' lal IIII IIII IIII IIII IIII IIII flll IIII Ilal illi ' I i 1x11 III! II11 II.I lllt I II IIII IIII III. II I IIII IIII I i 1111 Iltt Ilil I II 1 I II III IIII II IIII IIII 1111 IIII IIII IIII IIII IIII IIII 111111111 IIII IIII IIII IIII IIII Illl I !II III I I I II III III IIII - ',M�';'It1 " Cm� l � i � i � i � i � l � ili � i � + IElifili 10wM.1oM 7 �O I i 12 13 14 8 17 18 19 20 21 22 23 24 25 28 27 2@ 29 30tlz _ Z J�: cc} ' a�'' 1,• I I 1 K -n . .. •,..r r ,.r.. '�1. _ r..•anrnr•►o•.. ( r .. j tp 9vr1y iib '.' ry(1.4! !p I 1 t1 .K�''4. '� Kref •�'�. • M y -, . .., is . ....•. . it ., i ,. -. + :Y r, r» j. jy{...r i ... •' , ^.'. (' .- :. .. '• ,r!q(n..Y:'.' '�... . r 1 s r r 1. n r:+ -.' .,... , �`rte v. :•z-..'.i. 1.{:.:r- n .. 2itt. e i_.- .w. _-..--.. ._.... - _ - _- _ __ -_ _-___ _Y__` -.,rc.......;MLYwww9. - ..-,._a.nrt.. 'w.w,..ri.-._. -_.cwiiM1q _.•,i. _.Ya ... - _....:r_..._.. ..u....-.._,_• �� ■ IL t�•� ..i rM 1 » PROFF� - EDGE 2 BEHIND SIDEWALK ANG I NEfp 3/4" R 6"� �_OR BEHIND CURB LOCATE. FRAME AND COVER WHEN NO SIDEWALK OVER LEDGE OF AT LEAST � , 16 723 2" OR 1 1/2" 12" IN WIDTH , G OREGON a ] I . METER 6" • ' D 4 IAMpt��VS 3" CL 'C' ASPHALT .a 41 ! CONST. STANDARD ?: —► v RENEWS x/30/02 Q° 0 o 0 4 • . 16" MANHOLE • • 2'^•3/4`-00" CAB 0 0 o Q o , J 0 Q 0 0 0 • A 2" FLG X COMPRESSION ANGLE :a , Q o O Q 0 ' c STOP (FITS 1 1/2 APPLICATIONS) n 8"-1 -0" CAB O �'0 O ° MAXIMUM 27" FROM SET FRAME IN NON-SHRINK z Q ° MJ X TAPPED TOP OF FIRST STEP GROUT / - 2" TEE TO TOP OF CASTING O „ 2" TYPE "K" NOTES: p GRADE RINGS (2",4",OR 6") Z COPPER PIPE SET IN NON-SHRINK GROUT 9 -MANHOLE TO CONFORM NTH ASTM C-478 NOTES: -ALL PIPES ENTERING OR EXITING ,SHALL BE WATER STANDARD ECCENTRIC Q. %•� •' TIGHT 3' CONE X 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDrD AT EACH POINT OF TANGENCY i ' W OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING -CHANNELS TO BE 3/4 VERTICAL HEIGHT OF ' `� r MAIN LINE PIPE-SMOOTH FINISH � TO A MAXIMUM Cr 20 FT. COPPER BENDS u AS NEEDED -RAM-NECK OR KENT-SEAL TO BE USED ON ALL - �� MANHOLE SECTIONS � Q � 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL Q = > CON;>T, INSERT-A-TEE ABOVE .' a WITH A MINUMUM THICKNESS OF 1/2". N 2 MIPT X COMPRESSION CORP -INSIDE DROP MAXIMUM 2' FOR SANITARY AND 4' a SPRING LINE OF 42 MAIN. POUR (SUPPLIED BY THE CITY) FOR STORM VERTICAL DISTANCE INVERT TO m M CONCRETE SUPPORT INVERT , MANHOLE SECTION J 04 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART NOTE (VARIABLE 1'•-4') Y ,� __j 0+ � WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. -MINIMUM HEIGHT OF STANDARD TO BE 5' O � = rn - 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER -SEE DRAWNG No. 100 MANHOLE STEPS U r � o � 4, CONCRETE BREAKING, STRENGTH TO BE 3000 PSI AFTER 28 DAYS. LOCATIONS. HORIZONTAL & LEVEL. -- 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET » -KNOCKOUTS TO BE L' 0 WHEN STUB OUT PIPE IS L_ Vi _ 2, CITY TO PROVIDE 2 THREAD BY COMPRESSION CORPERATION STOP TO BE 3' OR LESS AND .MAX, OF 3 FEET FROM PROPERTY LINES. INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). « r N Q Lon 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. U M f= STAN.DAP.o CURB - SANITARY' CONNECTION 4, CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION 48"MIN. NTS NTS 12" MAXIMUM 1"/FT. SLOPE 'I �5 0 FOR CONCRETE PIPE p 1" MIN. FROM TOP OF 1-1/2' WATER SERVICE � PIPE TO MANHOLE SECTION V N NTS v P a D, c la l ; PC/PT m'o �+-- 4' -- 4' 6" 12" OF 3/4"-0 COMPACTED B;'MINIMU>.1 CONCRETE-,. V)C6 _ BASE MATERIAL '�'O -- --72 � FLUSH SIDEWALK I I I-I f- I 12; CURBSIDE ,�,,:.,_•;; ,`. .. Y M j-- 1 6' MINII,IIUM� _ a u ''T-Tfi-jTi= r ^j--Trr_T11— Iii, ' •►' S i' \ 4" P.C. CONCRETE _I�_-I o o0�0 0°000 o°C ti �'- N M » o°o o�o�o c°off \ STANDARD MANHOLE 2 3/4--0- AGG. BASEROCK - STOP SIGN LOCATION NTS 2 (INSTALL 4" PVC SLEEVE UNTIL PERMANENT SIGN ��1 _ • NOTES: SECTION A-A INSTALLATION) PQ\P� 1, CONCRETE SMALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. J c, �P EXPANSION 18 le GROUND SURFACE 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4 DEEP AND RAMP PANELS SHALL BE Q BE EDGED ON 4 SIDES. Q�Pp\`'�`c• JOINT (TYP) O O r 3. EXPANSION JOINTS SHALL BE 1/2 ASPHALT IMPREGNATED MATERIAL OR EQUAL. O U 4, SURFACE SHALL HAVE A MEDIUM ,BROOM FINISH. a °- �` �` O o0 O U 00 O �i PC/PT 0 ° 0 O 0 00 ° 000 3 0000aoo WHEELCHAIR RAMP PLAN VIEW 0o Oo o ` NTS 000 )- n 0 000 °0 ° O 00 °0tJ000 SAWCUT CURB JOINT SURFACING 5' MIN, SEE NOTE 5 ROW MATCH EXISTING MATERIAL 1" ROUND DRAIN ROCK a TOPSOIL 4" DIA. RIGID PERFORATED,-/ (ROCK TO SURFACE) �---2x N aRE AS CORRUGATED POLYETHYLENE PIPE • .... ,,� «•:• ;�,_ .�.,•,,..y.•;�;;;;-..;.•i,;: BASE MATERIAL 'MTH POLYESTER KNITTED ROADFILTER SOCK (AASHTO M-252) ' 2" OF 3/4"-0" BASEROCK �' u WATER METER 3I FRENCH DRAIN � F ,_A N COMPACTED SUBGRADE m� �� o l • a s a uj ETER BOX SIDEWALK ADJACENT TO CURB �_ �~ � � NTS DOUBLE CHECK �� �b 1 UNION EACH SIDE ; VALVE ASSEMBLY 5' MIN, ROW 6" W ROA :,. .... _.., ;�,... 9" • _ ,iTt,�, - W 'S SPACE EVENLY �- -- I — I— -{ r OF 3/4"-0" BASEROCK � N� + I • • I 'I J WATER METER 6 COMPACTED SUBGRADE SIDEWALK AWAY FROIA CURB '4 HOOP 5' — O 2" CLR. =o � CRUSHED ROCK BASE NOTES. 6" MIN 6" MIN ro 1. CONCRETE SHALL BE :,000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE OUTS�E BEDDING BELOW BEELOW v B _I_ x ELEVATION OF 1-1/20 TO 3". k' j SRF •R' r �� '� 4 '' , J 3" CLR. TYP. 4 1 i BOX SPECIFICATIONS I � ; � � �,`reg < ; 2. PANELS TO BE 5 FEET LONG. p 0] y „�7 DEVICE SIZE BOX TYPE „ . U w 3. EXPANSION JOINIS TO BE PLACED AT JIDES OF DRIVEWAY APPROACHES, NOTES: 1 1/2' CARSON 17300 P15L OR EQUAL UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET, i / / /.� r ' �r� 'D:r�'<'NL�I'�."+eN,rJ:; n.,i;.}r3r3i i •�—� IS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 1. CONCRETE TO BE 3,00o pal (28 DAYW ULTIMATE STRENGTH, INSTALLATION SHOWN IS ONLY A SUGGESTION, SLUMP OF 2" TO 5" AND 1 qp CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS. TRENCH FOUNDATION /2" MINUS AGGREGATE ) SHEET ' s*AeluzAnoN, As REQUIRED 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 2. ALL REINFORCING STELL fy - 60,000 pal. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTE: 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF' DRIVEWAY, 3, FILL AROUND ENDWALLS TO 6" BELOW TOP OF WALL, COCKS IF BELOW GROUND INSTALLATION, OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 4. BASE OF OU.`ALL SHAT: BE POURED AGAINST UNDISTURBED SOIL. 7 1 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 2. JOINTS TO BE TACK AND SANDED. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO Bt PLACED OVER PIPE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. OF AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION, i DOIALE CHECK ASSEMBLY CONCRETE SIDEWALK TRENCH BACKFILL CONCRETE HEADWALL NTS 92nd Ave 17005 8IT2001-00001 PLM2001.00151 NTS NTS NTS 7 of 22 U191OR TY STIP CMMullluulrnllu iullnl nu�uulllulll!I}�in� a iIllllii►lnillnl�il Ilinj litlliil�lul In1�1►11 un�u I In�un n I I nu nillnll nll�uu nulnn lul nt nn�Inl ull�nn unluu unllnl Inlllnl n!ilnu inl�un nuI uI nnllnl uulnn I I I I I I I IO .lar 14 18 17 18 10 20 21 22 23 24 28 28 27 28 20 30 , ­'Imm WON x r er, s n I q ?I r a.: M• i t. Mr t .;til'r'1 [ •K'� i 4 F Fir - l A y�VB h i �ti i}, � r F- "'A,wr Ng44 Vd CITY OF T - P9 CITY OF 7cARn OREGON - OREGON W Li J cn Q W PLANS FOR PROPOSED PROJECT � y A a BARROWS �� fU y A n ce V > ~ Z • � QQV J G z BULL MOUNTAIN RD, AARDE MCDGNALD —� B❑NITA RD COOK PARK ® 85TH AVENUE j a 'k A BEEF BEND RDo, DURHAM ACCESS o� ROAD %N RIVER INDEX OF SHEETS x1 TYPICAL SECTIONS - LOCATION MAP PROPOSED SITE L1 LAYOUT & PROFILE STA 10+00 TO STA 15+40 TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 L2 LAYOUT & PROFILE STA 15+40 TO STA 19+80 L3 LAYOUT & PROFILE STA 19+80 TO STA 22+96.76 DURHAM RD a USA MARTHA ST TREATMENT N U') PLANT • JULIA PL MILLEN DRIVE G END PROJf-CT cow Z a N STA 22+96.76 O U WAVERLY DRIVE RIVERWOOD LN 0- a 0 00 0000 Q c� z (V Cf COOK PARK A91-GIN RRO✓ECT STA 10+00.00 OO N 0 NO SCALE C> RO�S VANNIE T. NGUYEN, P.E.10 tip C. NBA, v�� PF0JEC1 MANAGER DATE 0 GO _ 4i CITY OF TIGARD r NOJ PRn,X( I Nn OREGON ENGINEERING DEPARTMENT _ 610'11ZL9: t>t/91/ 85TH AVENUE COOK PARK PATHWAY 13125 S.w HALL BLVD. rb —■ PROJECT NAME03)6 ,3q 4171GON 97223 092nd Ave 17005 SIT2001.00 011,PLM2001.00151 cp B of 22 W f1.;r e'4titF � ,.._ r..�,...._ ......... ,.�,,.n............,..,.._...........,.^,,,P,.,.«.,.�........:......A....+uw..n.+n•w..�..rl..►w.....«. .........-,... ._ .. �. ...-..... .... _�. .r_. . �, •..., ,ri.�� . . W-1,601,'40140*4k.M*4 1W." L RY�T11 Clll j�+iiiunlluliiil inliln �luilll�uniui iilniluljlllliln�inlir, II 1 Ijnn 11 �iljll II ulinnlnll�l Ir""jiiililnlil.11lul I I I u�l IIuII�IIII nllili Iflluinll�tllliliiillln�nu nuiltnlllllilull�,l i I' iili t'Ilill iuiilliililnll «. fOrww.Ipe i� H 14 11 12 13 14 �� 1!! 17 I� IA S�0 QI fit 1131 > 14 26 2!! 27 29 28 30 • r { t T 2 _ 1 1 at � athis JIM 111111111 ill 0, VTT—rlT,"M7N 17 �, .w �. :+ 77- .r t• ., _w 7 v,dl LEGEND LT - RT • I 5' 10' 10' j 5' EXISTING NEW Construction onstruction Power Pole Pathway Easement a 1 5� 6' - I ��Easement Guy Wire (anchor) Pipe Culvert E Tree w ?1. Tom' Tom' I 3" AC Class "C" o+F�� E Cn Shrubs\Hedge Mok '�jii 2� Sloe '� �° ij Property Line -- -- � ' P Fence • 4" thick 3/4"-0" Leveling rock over Compacted subgrade -J 1 7" thick 2"-0" Base rock — 2"–U Shoulder rock (T1 ) Geotextile Fabric Sta 10+00.00 — Sta 19+ 19.46 Not Ito Scale See sheets L2 & L3 for slope transition between sta 19+19.46 and sta 21+00.00 I !� � _I x 2 2 --� I �— 0.5' Typ. LT RT 5' ! 10' 10' 5' �Construction II l Construction Easement Easement NOTE: Seed Ditch Side Slopes a I 6' 1.5' TYPICAL DITCH N'� ?'� 3" Ac class "c" Typ. Typ. 0 Not to Scale w °+,� 1 F�� 0 2% Slope tiN ?' Compacted subgrade Geotextile Fabric 2"-0 Shoulder rock (Typ) 1 4" thick 3/4"-0" Leveling rock over / 9 • - 7" thick 1 /2"-0" Base rock S_to 21 +00 -- Sta 22+96.76 Not to Scale a. o • R Ln a _ c g P'01 COOK PARK - 85► " H AVENUE F:a% /� VANNIE T. NGUYEN, P.E. ., PROJECT MANAGER ACCESS RVA D C. ao ORR N TYPICAL SECTIONS A. !y '��► y L. SANDERSON, K. AICHELE , t OJ CITY' OF TIGARD E N(:iNf E_RING DEF ARTW H I SHEET pj N ENGINEERING TECHNICIANS OREGON 13125 S HALL BLVD PROJECT NO. DWG NAME n3ARD, OREGON 9722 �tRs1l: 12/91/ VOICE- (503) 939-1171 347 N:/ENG/MISC/85TH TRAIL/X1.DWG X 1 IL FAX: (50]) 691—1291 92nd Ave.1005 0wr 91T2001.00001,PLM2001-00151 9 of 22 t , LjY>/T Cm 11f Ills. VIII II II 111111 Iltlllil II Ill II III 1 11 1111 II Ilii I III 11 11 II I�II11IIIIIIIIII IIIIIIII UIIIIIII IIIIIIIII II 111111 I IIII I IIIHII . 1 10 11 12 113 114 Ile I� 1's 110 0 2'I 2�2 213 214 215 218 27 I 1 Io.Y.I e.. a zo ao 1; , tOL ..... : j yy , qp"!P"0110' lei so 71 ,77777 7. WNW Mlj" - til 1 1 . f` cl 0 U (n N)7-3 O V LO "t cfl I U DM cc I 1 N c o N am I I I I I I �+ - I 1 34 � v - 7 C) SCALE: 1 " = 20' 1 5'J1 6p14' I N O 7 -�07, 1 1 1 1 1 D ---10 0 20 1 S 12 00 ` I I I L0 6 Q V 2 _, Ditch I I I 1 I 1 CURVE DATA () Curve Q T R KEY NOTES ,� ) O Sta 10+00.00 Begin construction centerline per coordinates, City of i i i FUTURE SANITARY SEWER FUTURE 92" PIPE rn PC 10+60.14 Tigard horizontal datum. � JUNCTION STRUCTURE XI �C 1 20.58' 31-52-11 10.56' 37.00' x \Y- - ,,PT 10+80.72 Sta 11+20.00 Install 24 LF 36" Dia. RCP culvert. O tipZ�� (BY USA) yy �V /� Q PC 12+35.57 �� 1 / 0� c6 M C2 54.21 31-03-28 27.79' 100,00 PT 12+89.88 3 , Remove 2.5 LF of exist fence from road path. \ -��- Z PC 13+54.394� Install Steel Posts - 2 each, per detail sheet L3. L _ _ _ _ _ J C: 94. , 5 75-52-32 55.78 71.55 �• � � / PT 14+49.14O ,� Edge of pavernent 8 Stu 13+13 & 14+26, Install 20 LF 6 drain pipe. Pipe bedding shall PC 15+69.30 C4 88.14 32-01-23 45.25 157.70 be 3/4" Rock over an area of 2'W x 301 at a depth of 6". (Typ. all `,�\ / .01 / PT 15+67.44 drain pipes). PC 18+38.19 fi Install Sign. See detail sheet L3. C5 79.27 19-13-32 49.40 52.49 � 9 , � + C3 PC 19+17.45 \ O 7O Sta 12+00, 3.75Lt, End Ditch. --� 6 � Sta 14+00, 8.75''._t Begin Ditch. 136 HIGH POINT ELEV = 120.48 136 HIGH POINT STA = 14+30.18 HIGH POINT ELEV = 118.4? LOW POINT ELEV = 117.57 HIGH POINT STA = 11+45.95 LOW POINT ELEV = 117.59 PVI STA = 14+45.95RVI ELEV - 121.00 LOW POINT STA = 10+64.79 pV1 STA = 11+45.95 LOW POINT STA = 12+24.45 A.D. _ -4. 1. PVI STA = 10+65.95 PVI ELEV = 118.50 PVI STA = 12+25.95 K = 21.5?. c PVI ELEV = 117.50 A.D. _ -2.50 PVI ELEV = 117.50 - I A. = 2.29 A.D. = 2.84 K = 10.92 K = 10.00 K - 8.80 I 100.00' VC � 128 i _ ._. 25.00' VC I I I O 12 8 c I 125.00' VC 25.00 VC 6 rn oAlt O kr) L0014tt to + N rn r\ -+ O It It Ki ao �t C o rri ao le) qt L0 It rrj 00 o O u) r) T` (0 + M + M CT + + (O + (� 00 00 + (0 + �O () r 0 O O Q ^ N N r-� m U LS > > Existing grade at ¢ w -4- V) > > m Li > > >--- -- 120 m w m w - 120 1t59�� -- ------ - -- - _ - - -- ---- -1.25% _ D69 ""- Proposed grade at U F- 112 112 11 +?0.00 36" RCP culvert ro LO C14 r- to 0 to (O to d N N 00 O 00 t\ O O h O (O N 00 00 M (p U at 00 N D7 Ln 00 aDu600 h t\ 00 00 rn rn O 6 O O O rn rn aU r •-- r � -- r � r •` � r- r � r r -' r r r N r N N CJ r- e- „` r r r• r" r.. r f r r' r rr r r' f-- r r- r r- r-- CD Q 10+00 11.4-00 12+00 13+00 14.4.00 115+00 Clio Scale. = 20 H oriz. baa fit;1 Ngd0 �7 VANNIE T. NGUYEN, P.E. COOK PARK -- 35TH AVENUE i 1 "- 4' Vert. � PROJECT MANAGER ACCESS ROAD 0 Ni LAYOUT & PROFILE STA 10+00 TO 15+40 ti �y L. SANDERSON, K. AICHELE CITY OF TIGARJ N ENGI'JEERING D1_PARTMFI, ' SHEET ENGINEERING TECHNICIAN OREGON u::5 Sw Neu 9LVO PROJECT NO. DWG NAME "GAt�tRIL4: 1Y/31/ MCE (503) 639-1171 -� FAX (-303)OREGON 97223 347 N:/ENG/MISC/85TH TRAIL/L1.DWG FAX (503) 661-7297 u 92nd"we 17005 C V SIT2001.00001,PLM2001.00151 10 of 22 e _...,,.,,. ,..urrNM1WYih fk•.++w6PMFPawAMnlfflUn ...... : If1'Ya'f� Cm a Ilan IIIII,Iu nulml uijlull Illllul; nll�nn u�Iliul lullu ill ,lnlll I u null I u `cl�lln I"'1 IIiljllnlllnll IhIIIllnnllnl ullllulul. �- Iowa IIII; nululllnnlullluulnnlluy+ulluulnlllcullnu unlnu lullliuuulun nu II 1!u ilnui tO .I p1 10 11 12 13� 1+ le I lis ill 0 O 21 22 >� 3 9ClI 20 30 _ ,. _ - it I t r 1" f MATCH — Sta 19 + 80 o • I 3 rn I N I Sto 19+50 Cross slope = 1 % a 0) I Z I II ,- ditch c I SCALE: 1 " = 20' 0 o to 20 10 0 20 0 9 l Sta 19+19.00 j + --- - ----- Be In cross sloe transitio 0 , - - p rI / LO V S 89-55-05 E CURVE DATA / C4 - Q 180:74 - - - 18 X -- �� Curve V k - - - - — - - - - — _ PC 15+69.30 1 Edge of pavement (Typ) 1 C4 88.14' 32-01-23 12.25' 157.70' PT 15+67.54 PC 18+38.19 C5 79.27' 19-13-32 49.40' 52.49' PT 19+17.45 � � a • � 1 36 KEY NOTES 1O Sta 16+50, 17+15 Ac 18+10, Install 20 LF 6" LOW POINT ELEV = 115.09 drain pipe. See detail - sheet C1 . PVI STA = 16+25.95 LOW POINT STA = 18+31.38PVI STA = 18+75.95 PVI ELEV = 115.50 O Sto 18+50, 8.75 ;,tPVI ELEV = 115.00 , 11 .5' Lt, Begin ditch. A.U. = 2.86 A.D. = 3.61 See detail - sheet X1 . 128 � K = 35.02 K = 27.19 128 3 I ' �O Exist tree - do not disturb. "It 100.00' VC 100.00VC 0 I _ + LO 00 U-) _ U-) + t` rn Lr)+ 0 v ori rn + n -t-• r. V + + o 0) ° C3 120 �' U to m ! CO ' > 120 Proposed grade at �.—� v w \\ m - -- --- -- -- - Q --' --- -0.20 - U Existing grade at 112 1 ; 2 tl tr M CO tQ LO Mo LO O In in O LO d O cD c0 cD �t M 00 O in ao to � M M1 (V N r- It t\ c0 Ui tri U) to InLriU7 In (0 (10 r r r' rf• rr e• r t"- r- r- r- '- •- v 16+00 17+00 18+00 19+00 � 0 R� Scale: 1 "= 20' H oriz. VANNIE T. NGUYEN, P.E. COOK PARK 85TH A 41 1 "= 4' 'Vert. ACCESS ROAD PROJECT MANAGER C 0 P40 -7 LAYOUT d PROFILE STA 15+40 TO 19+80 � \ 6•'G�r 113 \ NL. SANOERSON K. AICHELE 1 T I�J CITY OF TIGARD ENGINEERING DEPARTMENT SHEET ENGINEERING TECHNICIAN OREGON 13125 SN HALL BLVD. PROJECT NO DWG NAME Y TIG, . OF40ON 97223 -t2� �� 1R0 YOICE. (503) 639-4171 347 N:/ENG/MISC/65TH TRAIL/L2.DWG 1-2 rix (503) 6N-7297 92nd Ave 17005 onal�x y SIT200190001,P1.11111112001.13151 !r 0s tza, 11 of 22 t . ,.sldP6pL.?1ft. '.'�n\g111wALk .N n.,....-..^.'VrmrAFl+rww...++".wF*M+ln+. .......nrxrvwaM+..r+-- MMM•4'. .r7,.P .... ...•.,r+- ...^....,,.............._ .. _ - -.._.- . .--.,. . ,.... ...._.....•.-.,........-.......r...r..r ,+.r...r. ., •. .,. - 1l11111 •IHIIII{111►I NOW- j m 'lei -w 1S0 >> �I u�lul IInt�Irl"I I{i it II.NI�►I I IReaLTY• 1 111 111111111 111 I1j11I Ill n In11111 fill 1'4 : 1uIM 13 24 25 ii2l (di��N I►2�7 lu i 2191 11 NI 2S9 I�n I►i3li I010 :..'°.. .. ` i d r Lj Room 11 '+i ��*�. x yy.y -- ._... .. MNk��' 611111 Tr i t 1•}nt r1t } i(� :' J 'r'.a 1,,i -��r ..., ' FI , , T I • t .. .. "l:: y, ... :. .. '. .. „ ... ., is r .. y 'M f. 1 , I KEY NOTES � Proposed SW 85th Ave O 'Sta 22+21, 8.75Rt, Begin ditch. right of way location as — part of USA development See detail — sheet X1 600 o ! Sta 22+13, 8.75'Lt, Begin ditch. 4, 50' 50' v 3O Sta 20+50, 8.75Lt, End ditch. 00 U 0 a, N See detail — sheet C1. - to ^ ,� O Il 0 II o I ! N � ,� O Install sign — Emergency Access — No Tresspassing". oma + � + � w Nzw 2.75 p N o- --- -_- `C14� o -- I I - Q. - -- _ ' - - - - -- O Install steel posts — 2 each per detail this sheet. tC N - -- - - - _ N _ � vN a Ditch O N N ! 3 v v 2 XIST PATHWAY 4' . o - . _ - 4- - — - - I- - ----- + — NOTE. Steel posts shall be construuted as per o 0 _ _ _ `' Standard Detail No. 192 of the Standard _ _ Details. Posts shall be wrapped with red 1 N 05-25-39 W ... _ D►v — — N 00-13-04 W N 00-13-04 W D and white to, in nn alternating pattern. 79.45' r+ 199.63 / 199.63' -}- 1 r N Steel Posts N _) Edge of pavement (Typ) Ditch eco Not to Scale z 100.00' VC I PVI STA = 22+65.95 SCALE: 1 " = 20' PVI ELEV = 144.00 20 to 0 20 A.D. _ —8.07 r i K = 12.39 `�' `r r- U W EMERGENCY 144ui / F�TT B�Ap N C M PQS PVI STA 21+05-95 N .0 `n R ACCESS PVI ELE V = 123.00 j / / u � °r TANqAR° A.0. = 9.65 m / N I Pot PER K = 7.77 Finished grade at q o LO 50 to.to.�9Z 136 I 75.00' VC I v �i C 00 w N CLEAR NO TRESSPASING 14, C14 + N r 1,y�'S 7 I VE° GRQU�° - - ; - - GROUN o w / 128 N _ o - - - - - R / Existing grade at NOTE: Sign Shall be 12" x 18 "per MUTCD No. R7- 101 = N 36+ U � / U �- ; _ -- , APPRQx Q ' �---- ► 3N GRQ�rJ SIGN 120 ! ' 348% .-V- 2 8% r f, I N i I I _ TYPICAL ROADSIDE SIGN ASSEOLY � I I r S'cde. 1 "= 20' Horiz. NTS I I 1 '►= 4' Vert. I 112 ! _ 85TH VANNIE T. NGUYEN, P.E. COO1 � PARK A q_ N In 1 M N 00 � 'eF r" d PROJECT MANAGER M N o ` v� •� Co to f ACCESS ROAD 4 N N N N ` N ONO - M t It ' OR N lLAYOUT PROFILE ISTA 19+80 TO 22+96.76 GAY TfeNOJ CITY OF TIGARD L. SANDERSON K. AICHELE ENGINEERING DEF ARTMENT SHEET 20+00 21+00 22+00 13+25 s.w MALI eiv0 PROJECT N0. !)W� NALaE ENGINEERING TECHNICIAN OREGON nGARU. OREGON 97221 ►p1n�o�� pact: (503) 639-4171 347 N:/ENG/WISC/85TH TRAIL/L3.DWG L3 7AX: (563) 661-7297 92nd Ave 1,JOS aat SIT2001.00001.PLM2601.0016i 12 of 22 L14111111muff 11 C(I1 ilUllllllf il!II,I¢IIIIIIIIIIIIIIIII�IIIIIII�III�111lIIIIIIIIIIIII I III�II11111 III III IIIIf 111 IF 1111111 111 I i I I,II 1111111 II11'llllllll 11i!IIIII IIIIIIIII IIIII III��IItlllllll 111 III I ( ( I{ 1111 Iliil - t o 911D r 1 a ` d d 1 O 1 1 1 2 13 {4 I(O IIT I Id 1 O >fo .ZI I I 22 Q3 Q4 $6 28 R7 9ti1 �O 30 F C+ f r G t �� �{ f •'t r . ., .. .. i ... .. 4 ^ 1. '.r T T4. A ti -. ._..,rr.....r. nom. .. '}e�"*•"rm.,: aiq►Rr'+c. ,RQR•. --rr•a.,,�, ..•p..4 : �7P' .: '�„ ^""•'F^ •vr+"R.�..,-+cir ,...,. ..—_,.. . _ 4• _ s V y x ry' EXISTItIG WETLANDS / I _ 4VILI _ l PLANTn � n LIST FOR R SHEET l- 1 • WM. oma ` - - - - - - _ - / I _I •` / � ;! \ # SlM-LATIN NAME/ Common NarneSIZE SPACING WN r-- 21-t TS x-10 AUU \\ i GROUNDCOVER & PERENNIALS I 1455 AUU ARC TOS TAPHYLOS UVA-URSI "MASS." 1 gal. 3' a.c. ARK' NST STRIP j Ir \ Massachusetts Kinnikinnick " .. 3' WIDE / / 81 HSO HEMOROCALLIS STELLA D'ORO" 1 I. 2 0.C. I 9 LAWN SEED MIX A , --• --- / \� Stella D'Oro Daylily a — .38 LF LAVENDULA INTERMEDIA PROVENCE 4" pots 2' O.C. Z f 'f —�- Provence ce Lavender O � •-- __ a ��r � SHRUBS — o "EDWARD GOUCHER" 3 0l. 4' 0.C. 53 AEG ABELIA GRAND. E - — - --- --- A - --^ 19-LP �� \� Edward Goucher Abeli•7 g Z 9-BTK I 7 BD BUDDLEIA DAVIDII 5 gal. 4' 0.C. 4-PYA - 28-MAC 8-HSO 19-FOR p Butterfly Bush Q 64 BTK BERBERIS THUN. "KOBOLD" 2 gal. 3' a.c. Kobold Japanese BarberryX o 109-AUU �_ � � � � � p i 810-AUU I - ' 15 CAE CORNUS ALBA "ARGENTEO-MARGINATA" 5 gal. 6' a.c. W r- I Elegant ssima Dogwood J 9-RU94 CSK CORNUS SERICEA "KELSEYI" 1 gal. 30" o.c. ~ 15-HSO 34-,AUU ! I Kelsey Red-Osier Dogwood Q i 24-H50 ; , - -- - -- ---- - - -- -- 44 MAC "COMPACTA" 2 gal. 3 o.c. - - _ _..._. -._. i . �- � MAHONIA AQUIFOLIUM "F (' � o 16-MAC �� I ___- - --- Compact Oregon Grape a i 11-AEG 60 PDG PHYSOC:ARPUS OPUL. "DART'S GOLD" 5 gcil. 4 o.C. Q oo 04-13-SNS -- 32-MAC Dart's Gold Dwarf Ninebark � _j CV 64 PLO PRUNUS LAUR. "OTTO LU`''KEN" 18" 4' o.C. Q r, J 7-AEG CIA Otto Luyken Laurel _ a = ' \ - w �- 21 RU RHODODENDRON - 4' o.c. ►= 3 12-AEG 10-PDG ` , �� / z w UNIQUE t 5 18 Q O rr) 1-PP /` 1 =) w Unique Rhododendron I - cfl f 3-PM \ '-- 33-PLO 20-AUU f/ ' 58 SNS SPIRAEA NIPPGNICA "SNOWMCUND' 2 gal. 3 o.c. I X 3 �G <I w Snowmound Nippon Spirea N �' Mo ENTRY 7-BD 10-AUU BARK DUST STRIP \ cn 47 SPN SALIX PURPUREA "NANA' 2 al, 3' o.c• U �_ �, 9 I SIGNAGE \ 3' WIDE `� Dwarf Arctic Blue-Leaf Willow l 3-AC 90-AUU 10-AUU TREES 1-PYA �' — _ \ / - I 3 TP 31 PLO 42 6-7' As shown \ LAWN SEED MIX "A" �' - 8 AC ACER CIRCINATUM 1-PP - i 19-SNS � ��• i — _ Vine Maple (Min. 4 Stem) 21 FOR FRAXINUS OXYCARPA "RA YWOOD" ? 1 /2" c��l As shown 26-MAC 2-PM a� �� Raywood Ash v ;' _ - �Af�K DUST STRIP -` _ -Z 21 GTS GLEDITSIA -RIACANTHOS "SHADEMASTER Y' cal As shown z 11-AEG 23-MAC 3• WIDE �'' I Shademaster Thornless Honeylocust N '' _ I :' - •' ., 5 PM PSEUDGTSUGA MENZ.IESII 6-7' As Shown rn 20-AUU \� 14-BTK Douglas Fir \ 4 18-MAC � • 3 PP PAROTIA PERSICA 21 cal. As shown �' E f ¢ 26-HSOi t ---- - ,-- -- - 70-AUU - Persian Parotic x 0- 2-FOR -2-FOR 5 P " cal. As shown PYA PRUNUSPRUNJS YEDOENSIS "AK�BONI� ' 5-AC \ �- 54-AUU A.kebono Flowering Cherry U' w z • c 7-PDG 12-AEG 6-CSK 13-BTK z ; 3 QG QUERCUS GARRYANA 4" cal. As shown Q < V r 9-AUU ' _j \ Oregon White Oak 1-PP 42-AUU 10-AUU --- 35-AUU i . 3-CAE z 3 TP THUJA oLICATA 6-7' As shown z a o I 12- -L8-HQ9-B?K 5-CSK 3-PDG 11-CSK �\ 19-BTK <r Western Red Cedar z - - -- , - _ 8-CSK 3-PDG -PDG I 14 ZSV ZELKOVA SERRATA "VILLAGE GREEN" As shown -7-SPN f -13-SPN 7-SPN 10 3Cal 14-ZSV 18-SNS Village Green Zelkovo 6-CSK192-AUU FEa`;ao•m- - -- 6-SPN !� 7-CSK 13-PDG 11 �` 12-CAE - -- - - 9-CSK 6-CSK 20-AUU - - - - - _ -- -_ - I ( 6-CS ' ..,, I ---� 12 CS SPN 7 NATIVE PLANT EE �� ENh) ( shePf � 'i • 8-SNS I � ._ - - - T- - - -Y - _- • 7-PDG - ' I � SYM # L ATIN NAME/ Common Nar,-)e SIZE SPACING � 0 25 GAULTHERIA SHALLON (GS) 1 gal. As Shown 7-CSK `�-SI ® 14 HOLODISCUS DISCOLOR C -. � _,E_�'` � ; �^- '� r• F� ,-, `�" _ � r - -- -- (HD) 30" As Shown C?O OceansproyNOTE:,- I t •=_? � r ,;,�� �� _rt, '' � I 9 PHYSOCARPUS CAPITATUS 'PC)DIRECTION OF LANDS5 gal. AS S CAPE gown I j i �• '- } f- r ;� ,r `�f ® Q PacificNrnedarkARCHITECT, LOCATE NATIVE PLANTS I I ! I ( IST149- GETATION `« rr���,�- ``' s-' IN THE FIELD AS NEEDED. 0 12 ROSA NUTKANA (RN) 5 gal. As Shown Nootka dose �\ F,••� t , * `� _ ,,"rr ` Y �"'''� �t `' y ® 10 RUBUS PARVIFLOP,US (PUP) S gal. As Shown Thimbleberry I W.Q. SWALE SEED MIX "B" 28 SPIREA DAVIDII (SD) 3 gal. As Shown Western Spirea I `•= ` I v N 6 ACER CIRCINATUM (AI_) 6-7' As Shown ; �' �ttif >' +'• c rte.. �• . . . . . � •�'- . :._:. /y. w J � Vine Maple (min. 4 stem) f 1 t_s-_-rl l� r ✓ ��r� rt _(� J w 2 ACER MAC (AM) 4 cal. As Shown Z / /`'� T_ T_ Biglpaf Maple /. . , . . s 6 MALUS FUSCA (M=) 3" cal. As Shown W� A Western Crcbapple ,Cry_ �•-.2�-- - ___ .- w }f \10er X,A` ' ;' -�' 6 PSEUDOTSUGA MENZIESII (PM) 6-7' As Shown Douglas Fir r 6 RHAMNUS PURSHIANA (RP) 2" Cal. AS Shown Y Cascara Sagradc o NOTES: L IL PARKING LOT A-1 1 . Contractor is to verify all plant quantities. co r 2. Ad lust plantings in tree field as necessary, i.e. shrubs away fr Dm doors, large evergreens away from windows SEED MIXES - < z SCALE 1 = 30'-0" to blank walls, full grown tree canopiesaway from signs, etc. Notify Landscape Architect of any changes in layout. WATER QUALITY SWALE _IEED MIX: o of � Q 3. Before construction begins, Landscape Architect is to approve layout of lawn and planting beds. (f) Latin Name Common Name Planting Method & Rate --� 4. Ad ;ust all Native Plantings to field conditions. _ - , !J U Cl_ 5. Do NOT apply fertiliz`r to water q,lality seeding area. LOLIUM Pr Perennial Ryegrass 70% seed 7 Z < 2 FESTUCA RUBRA Creeping Red Fescue 20% seed -_ AGROSTIS TENUIS Highland Coicnial Bentgrass 10% seed 5 lbs. / 1 ,000 sq. ft. co_ Z G' WI FINE SEED LAWN MIX:_ Name Plan ;;ng Method & Rate a "CHAMPION" SEED MIX (as supplied by Seed 5 lbs. / 1 ,000 sq. ft• `,IAEET Research of Oregon — or al approved) Ll * Sow all seed with a mechanical spreader at a uniform rate +'a Cj1 OTTEN PLOT DATE: 9/29/00 92nd Ave 17005 -.•,kms ,..�:m:•k;�rwirr'1uilt . ,a t 3�, ,� SIT2001-00001.PLM2001-00151 �- 13 of 22 j , - i � sUNNNLffy~ :III I IIIIIIII III I I IIII Illtll! IIIIIIIIIIIII Illtllllt (llllllll�llllllttlltllllllll 11 1 I } 7 OK - I,, .iai l0 11 1: 13 la I fe 1 I!1 to �o I �� Z3 ♦ 2e 2 1 V Z- F will v • j J • .. '?f:,�"'-'�s`f'pftirr-+f'e -.'r,.-;.. ,,_, ., q . .., _ r,'S'_rF .e+-tr.->--ilas mss•, -r .- fi _ _._ -.. .. . ...:..x. ._. .:_, . •. .. _ _ b`✓ i: 1 J 'i • ixl L 1 T I I v i PLANT 0/!• I ° LST FOR SHEET L 2 . wn�. o�N / # SYM LATIN NAME/ Common Name SIZE SPACING WN GROUNDCOVER, GRASSES, AND PERENNIALS 276 AUU ARCTOSTAPHYLOS UVA-URSI "MASS." 1 gal, 3' 0•C. A� I / / Massachusetts Kinniklnnlck y--- -- — - / 16 LP LAVENDULA INTERMEDIA PROVENCE 4" pots 2' o.c.I • �i ° 1 j Provence Lavender Z — --- - - -- -- --- -__ _ SHRUBS Q 18 BTK BERBERIS THUN. "KOBOLD" 2 gal. 3' o.c. Kobold Japanese Barberry Z s% ;. z 13 CAE CORNUS ALBA "ARGENTEO-MARGINATA" 5 gal. 6 0.c. W 'J . . i- 30-PLO,,,/" ! Elegantissima Dog•Nood o x U ,, 1-0c . •.-�� r=--- f, 37 CSK CORNUS SERICEA "KELSEY" 1 gal. 30" o.c w IQ LAWN SEED MIX •A / ° '� / Kelsey Red-Osier DogwoodLL v ,; • ° / 13 PDG PHYSOCARPUS OPUL. "DART'S GOLD" 5 gal. 4' o.c. X O 5-CAE Dart's Gold Dwarf Ninebark • i i 72 PLO PRUNUS LAUR. "OTTO LUYKEN" 18" � 31-:PLO 42-PLO 5-GTS I I - 3-BENCHES --- 17-SNS Otto Luyken Laurel 4' o.c. ►- - — — ---- ---. - -- .. L - .• 0 32 SNS SPIRAEA NIPPONICA SNOWMOUNG 2 gal. 3' O.C. Snowmound Nippon Spirea r. v o 18 SPN L URPUREA "NANA M 90-AUU `' 2 gal. 3' o.c. Q m • Dwarf Arctic Blue-Leaf Willow o "� _ � AWN $EED• MIX " EES Y r �' .•I ` F FRAXINUS XY A PA Q = •,; ° ) � � 8 OR 0 C R "RAYWOOD" 2 1/2 ' cal As spawn � 14-BTK �' 9-AUU y Raywood Ash O —70-AUU 9-AUU X11-AUU / --- -a \ 5 GTS GLEDITSIA TRIACANTHOS "SHADEM,ASTER 3" cal As shown i ) - �- vi 8-FOR 27-AUU / Shademoster Thornless Honeylocust o tf) z . 3-OG 2 QC QUERCUS CJCCINEA 2 1/2" cal. As shown rte--) `-' Q p 2-FOR ( a 4-LP � .! 544UU 26-AUU ✓ �'� - Scarlet Oak IJ UJ 4-LF- i` 3 OG QUERCUS GARRYANA As showr V � . BTK ! 4 cal. I? 3-BTK r. �� Oregon White Oak -� 20-AUU 5 ZSV ZELKOVA SERRATA "VILLAGE GREEN" 3" cal As shown 3-CAE _ _ 2-SNS 3-B� 2-CAE - �' -11-CSK -19-BTK 'Q 2--NS ° /� Village Green Zelkovo 10-PDG 20-AUU 3-BTI .3-BTK A 18-SNS I 4-LP 4_LP 11-SNS 6-BTK C� >' 7-CSK �. \ 63CSKG I 3-PDG 6-CSK — _ 80-AUU _ �/' 111 Al/. NATIVE PLANT LEGEND ( sheet L2 ) -. z 6 1 9-CSK 7-SPN 24, -AUU ° En 7-SPN 6-CSK_ 6-CSK - 3-PDG 7-CSK �--- — , ` \ SYM LATIN NAME Common Name SI SPACING n E I I 5 ZSV 3 PDG # / 'SIZE S AC NG W 11 ' f 1-QC EXISTING WETLANDS f H H 8�c _ K �;� __�/ (�•, ® 17 GA.ULTHERIA SHALLON (GS) 1 gal. As Shown x o r _ / 6 CS ° / (r Halal a M v ® 4 ODISCUS SCOLD ( 30 As Shown o . own HOL D' R (HD) - -- - - - - 4 LAWN' SEED luIIX'"A"•, , -- - ___ Oceonsproy a 1 ' - - 7-CSK y-SPN - i 0 5 5 ___ -C$K — 4-_SAN 4-PDG °/ ` PHYSOCARPUS CAPITATUS (PC gol. As Shown � N.0 f-- 1 S 6-CAE / ,� / + Pacific Ninebark � 0 6 ROSA NUTKANA (RN) 5 gal. As Shown Z Nootka Rose W ..�v t �Q L-- �' ° �.. _—__- _ — -- a`�'r• /_, ® 3 RUBUS PARVIFLORUS (RUP) 5 gay. As Shown EF.. 0,0E A Thimbleberry p °' 9 SPIREA DAVIDII (SD) 3 goi. As Shown Western Spirea W.Q. SWALE SEED MIX "B" W.Q. SWALE SEED MIX 'B"-] \ �� �;� 1 ACER CIRCINATUM (AC) 6-7' As Shown \ -11-013 O Vine Maple min. 4 stem INOTE: I � \ I f �� ,� \ 2 ACER MACROP-iYLLUM (AM) 4" cal. As Shown J w Bigleaf Maple z UNDER DIRECTION OF LANDSCAPE ` w -� ARCHITECT, LOCATE NATIVE PLANTS i I I ! \ \;. 3 MALUS FUSCA (MF) 3" cal, As Shown _ ' i ` � ..• Western Crabali c. IN THE FIELD AS NEEDED. 1 3 PSEUDOTSUGA MENZIESII (PM) 6-7' As Shown UJ ` \ Douglas Fir i ' •' \•, ��� 1 RHAMNUS PURSHIANA (RP) 2" cal. As Shown I \ I ✓ ' Cuscara Scgrada PARKING LOT A-2 3 SCALE 1 " 30'-0" SEED MIXES: WATER QUALITY SWALE SEED MIX: Z t Latin Name Comrron Name Planting Method Rate W �a. LOLIUM PERENNE Perennial Ryegrass 70% seed FESTUCA RUBRA Creeping Red Fescue 20% seed AGROSTIS TENI_JIS Highland Colonial Bentgress 10% seed 5 lbs. / 1 ,000 sq. ft. Ir FINE SEED LAWN MIX: LL1 TOP OF BARK TO BE AT r1 CHAINLOCK TREE TIES CROWN OF ROOTBALL OSE: REINFORCEDPlantingQo' Ll W (OR AS APPROVED) 0 RUBBER IN GRD- •Name P l a n t i n g Method �C Rat e Q 2" x 2" D.F. STAKES STRAIGHT TREE TIES "CHAMPION" SEED MIX as supplied b Seed 5 lbs. 1 DOC) SI 2" MOUND FOR C p P � � f'. o' �i <, WATER BASIN 0-:o CRONIN OF ROOTBALL TO BE GUY WIRE: X110 GA. Research of Oregon — or as Cpproved') 2" ABOVE FINISHED GRADE 2'x 2' DOUG FIR . DBL. STRAND, TWISTED, r FINISH GRADE NCO " STAKES. 3 STAKES GALVANIZED, v -2" MOUND FOR WATER BASIN EQUALLY SPACED ` `- 2 I/2' BARK MULCH 2 1/2 BARK MULCH AROUND TREE 2 1/2" BARK MULCH * Sow all seed with a mechanical spreader at a uniform rate Q FINISH GRADE FINISH GRADE BACKFILL SOIL MIXTURE _ BACKFILL SOIL MIXTURE REMOVE BURLAP --� HATH FERTILIZER 1-6"MIN I — WITH FERTILIZER ' WITH FERTILIZER 2 X ooR TBALL EXISTING SUBGRADE 2 to 2 1 i'2 X ROOTBALL EXISTING SUBGRADE 2 to 2 1/2 ROOTBALL NOTES: z m. W. 1 . Contractor is to verify all plant quantities. o �. " l SHRU 3 PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL EVERGREEN TREE STAKING DETAIL a 2. Adjust plantings in the field as necessary, i.e. shrubs away from doors, �� NOT TO SCALE NOT TO SCALE NOT TO SCALE SH;:E T large evergreens away from windows to blank walls, full grown tree canopies away from signs, etc. Notify Landscape Architect of any changes in layout. 3. Before construction begins, Londscape Architect is to approve layout of lawn L2 and planting beds. 4. Adjust all Native Plantings to field conditions. 5. Do NOT apply fertilizer to water quality seeding area. Or 8 OTTEN PLOT DATE. 9/29/00 02nd Ave.17006 jlrrmi 00001,PLM2001-00161 14 of 22 .vu.InlM��. Y CmO , I "j l alt' iIlllillliiiijnl l►Illul�lullln �u Iln�l Illlu�lnlll2 Ij Illllln nlllnitlunlIl lilt[nll, lll 1 III (I,�Iiiljtllllllnllll llnlllulluulllulnll nnllll Illlullnllln Illllllulllu Illll I I iii IOww..l cw '� 110 1 1 t!t 1 14 1 1� 11 17 8� �I M: 23 24 26 2!? 30 �---- —T- 1 1 r .y y7y, c 1 IT, no ` e ' ''y'' ikilo ,.`�+I►Cr ?. +',.� ''h 1 , ' ''h, k rAa,,{y �, $ .JII. i .n,.-,•r.r,wM,,' •k:.. ... . .,k...,... r It '; {rT11 1x �yt .• - .; .. ., ,.... -.. ._ a _. ._ .. - -.... - r er. ... 11.i MM.A. R .N r t r6..': •,, r J }W5 , Y.. `.i 1 I r� PLANT LIST FOR SHEET L3 : IL OWN Ole # SYM LATIN NAME/ Common Name SIZE SPACINGN GROUNDCOVER t 9 AF' A 290 AUU ARCTOSTAPHYLOS UVA-URSI "MASS." 1 gal. 3' a.c. Ir Massachusetts Kinnikinnick TOP OF BARK TO BE AT SHRUBS CROWN OF ROOTBALL HOSE: REINFORCED Z • I __ _ "�. • A � RUBBER OR GRO- 4-ZSV 71 BTK BERBERIS THUN. "KOBOLD" 2 gal. 3' O.C. STRAIGHT TREE 'SEs BARK DUST STRIP Kobold Japanese Barberry 2" MOUND FOR — o 3' WIDE _- DhINKIAI FOU/V 14 CAE CORNUS ALBA "ARGENTEO-MARGINATA" S gal. 6' O.C. WATER JASIN (� /r GU`r VIRE: #10 GA. I J Elegantissima Dogwood 2'x 2" DOUG FIR DBL. STRAND, TWISTED. 69 SNS SPIRAEA NIPPONICA "SNOWMOUND" 2 gal. 3' o.c. STAKES. 3 STAKES It GALVANIZED. p �• � ^^- r • Snowmound Nippon Spires EQUALLY SPACED Q !' 4+ TREES AROUND TREE 1/2" BAP% MULCH 6-GTS - j ;>LlEI� .r rr FINISH GRADE r. 10 FOR FRAXINUS OXYCARPA RAYWOOD 2 1/21" cal As shown REMOVE BURLAP X o ' Roaywood Ash `� _ •_ • 6 GTS GLEDITSIA TRIACANTHOS "SHADEMASTER" 3" Cal As shown WITH FERTILIZER � � C-1 ;�I Shademaster Thronless Honeylocust 2 to 2 1/2 ROOTBALL - --- --- - - ----------- 15-AUU 4 ZSV ZELKOVA SERRATA "VILLAGE GREEN" 3" col As shown 10-FOR 38-SNS Village Green Zelkovo Q 7-CAE EVERGREEN TREE STAKING DETAIL 30-BTK �..� �— NOT TO SCALE O M BARK OUSTSTRIP 210-AUU ` �`�{ s = Cn 3' WE NOTES: s J � _ � � � 2_cAE . _ fir- 1 . Contractor is to verify all plant quantities. _ 10-AUU 7 SNS tY '�--'~ 2. Adjust plantings in the field as necessary, i.e. shrubs away from doors, 0 �, ^ a o large evergreens -away from windows to blank walls, full grown tree canopies �J N v � � � away from signs, etc. Notify Landscape Architect of any changes in layout. r-DP/W N Fot 1h, �� �`r • f 6-BTK \ \� 3. Before construction begins, Landscape Architect is to approve layout of lawn 6-SN and planting beds. 4. Adjust all Native Plantings to field conditions. 9-BTK 5. Do NOT apply fertilizer to water quality seeding area. 2-CAE ` z 0 / — -• i 3-CAE &I 55-AUU �' o I / / �•� I6'ACrh' S IGF LL+\ '9�-, \ 1, CHAINLOCK TREE TIES (OR ASAPPROVED) E-' E-- >i x d T e -2" x 2" D.F. STAKES ""•' e = o o CROWN OF ROOTBAL_ TO BE �8-SNS 6 3TK FINISH GRADE M� 2" ABOVE FINISHED GRADE J 1 � r, a Y / L 2 1/2" BARK MULCH N 2" MOUND FOR WATER BASIN 2 1/2" BARK MULCH Z $ BACKFILL SOIL MIXTUREI — FtNISH GRADE z 1-6"MIN.— — I BACKFILL SOIL MIXTURE �+ �v"•• WITH FERTILIZER e r •,� ` I WITH FSRTILIZEP `r F, o e91 - I `1` 2 X ROOTBALL EXISTING SUBGRADE 2 to 2 1/2 X „ EXISTING SUBGRADE a nOOTBAL'_ SHRUB PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL- 0 NOT TO SCALE GO - NOT TO SCALE ' %/ E PARKING LOT B SCALE 1 " = 30'-0" • 0 N I � f- Z 211 Y S a • W t ck: U • V � ^I LLJ • m +-- Z �1 I� Q m� U , 011 0. .nw -�HLt_ 3' OF 92nd Ave.11009 SIT2001.00001.PLM2001-00191 16 of 22 8 O'TEN PLOT DATE 9/29,%00 IIII Illi IIII ttllllfll 1111 +II( Illi IIII IIII 1111 IUI ILII IIH Itll IIII IUI Illi Illi Ilt 111 I11� 111 II11 1!11 II1111141111 II11 I ► (NI 111 I 11!111 Ili (lli�ll I III�IIII Illl�lill 1111 1111 Itl I1111111111111111111111111111111 III II)P111111111111 ' I I J, •.,I..T t I I ! 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GP�•i / � isle 1C� •�, �\wj ..'.�t I,,IIIINI�lll -• -.♦ r / • �� ' -_ '���'��` ► VIII 1 ��:, ,, • \►o '�� T «.,;. ►111J- • ��� _ a}�► 0 O���aIrO � ;• • a0�lll>II='�Ir' ^ :':f•'� / �'-.t�N�:q� •�, a �� �0� - X40 •• O,� III'lil t��li�fl 1111y/�`ui`�, �•�ir�L:• II'll='�u►c • , N�•w,•�•rO r►� o ,: ; .� �# r lt Ij:, - ilI�lll rjj, ♦ S�aml� � ! ♦ .� , • V�aO ilillAi'I:r�t �. ``!- - r - • _ � :;: '�Ill :gJ� ►�.�I�t=�s � �.� . - �,�.:�•t:.�• - � ►� � .11l�i 't�1r 111 , ��\� \\'\� �\�\ .� .-, ''ll�' .� �; ,�����.r� ♦�� `• �?.ri�.���.N• III-, +11 v - ♦�� ► �.• . - �j��� dll!Illi �I`�•+111 tii.� � �. \�\ � . .. 0' O: �•:: ����� ♦.h ���_ _ �� ..�����`� •.�`�►�� ►tea lj, o � _ - • _ I I 1 1 k ,, ar I J'V 1� r F 1 1 1, If F • •• • • , . WjA W MAT mom a ',(P�: i •. .` 'I' • 11 1111 11 IP • r ••1• r MEN ■ r 1 l v � - ° I ,•;. I • � ,,. "i- � - �,/r•a �� .Y x.t :'� � ''.1s, 1 • A•,�^: P Y',y .. ,t - : tt LP w 1 • �� - . �rhv" ; •,. :•ti 11.b tiE:yyy l x+..� V' ,s"':. a ' -S•Iw•l �" 1 , FF 1 ,t. illI r y 4 ,r r,. GE M. REGON ..fir , " •— --- GENERAL NOTES: Z . -.• � TES. ��zt * he Contractor shall examine the site and * notify ape of Cl T Contractor to noti Landscape Architect - familiarize himself with all conditions an conditions that may affect the design • i �' ,'' pertinent to this work. y Y P or Installation of this irrigation system, �' Contractor will coordinate with other _ - ' contractors to ensure timely placing of * Control wires will be 14 gauge single strand Z ''' C.� ►y I ' t \� _ - ___ _ - -- necessary sleeves and piping under walks, with OF jacket. `� curbs and paving.P 9• Install 3/4 brass manual drain valves at �-L * Design new ir, dation system to be compatible low points or end of mainlines. The valves to be X o with Eicon Universal Cental Control System. installed with a valve marker and cover. L� * Contractor is to keep his work urea clean during installation of his contract, and is to * A tracer wire shall be installed along the I != 1= remove at his expense all excess materials, top of all mainlines. Tape to pining at 10' < soil, debris, and equipment. intervals with standard black 3/4" electrical tape. > * > I * Point of Connection is shown in approximate m rn It will be the Contractors respor,sibility to PP Q o �..:.f �•�� f I i location. o N determine the location of all undergroundEL __J � .- �.-� I utilities and existing irrigation and avoid * Q - I damage to the same. All damage to be Sleeving for mainline, wires, and laterals must be c = placed prior to paving. Sleeving pipe will be Y I11I repaired at Contractors expense. Class 200 PVC. All sleeving will be placed 4 in the trench C) Z Piping shown is diagramatic. Contractor on top of rock free soil, grid � - O o shall route piping to avoid conflict with backfilled with rock free soil. Sleeves for , � X M existing conditions or Improvements. -nainline will be 4". All sleeving for laterrlls will be t' 1 I- � � C I ttiIce the size of the lateral. Sleeving as shown v �- �� j,_�t•' + i * All heads on drawing are diagramatic, on the plan is schematic. Contractor is, t4 verif Actual field conditions may nec.et..,:tate count & placement. Sleeves are to be 24 depth adding, deleting, or making minor under drives & roadways, 18," depth under walkways. \` adjustments in spacing of heads to inqure * The Contractor will be responsible for full P �..� uniform coverage. _ r ', t.•• 1 • coverage by the irrigation system for all planted Z _ Y'�:,`�c �� 1 Fr•' ~-« j ` ` " p p' g, valves, and quick coupling valves "~ o All mainlines to be a minimum of 18 Q / areas. All i .n below grade. Lateral lines are to be are to be installed in the planting areas and are r. c I a minimum of 12 below grade. shown outside those areas for clarification only. J-' rFr,. m Mainline is class 200 PVC, size as shown. * Use SAM Heads in zones where there is a Each :nc^ual control valve will be placed at the 10'-15' change in elevation. d , , i ;� .- 1. edge of the sidewalk. ►-� �, C. -- 'r ` 72 `' "r �i I 1s 27 4� * GUARANTEE: All materials and labor used in O Cr i Ste ', .= >; m c sy ,',,� __ J * Group valve boxes for ease of maintenance and construction of the irrigation system shall i!� 1� • c a locate in groundcover beds where possible. De fully guaranteed for one year beginning `- `•` 25 `.r.. '" 7`� � +~r 24 ® 2s ' ,. * Contractor is to verify existing static pressure at the time of acceptance by '.re owners d ` M; :.. Q.•� _..% ! representative, rr. v �' << .� •,,,1 - -I / prior to irrigation installation. ca j m ,L v v IT 3" IAAINLINE a IRRIGATION LEGEND „ o r -;'r••� i --- 1 / � S � m SYMBOL MANUFACTURER/MODEL PSI GPM RAO C: RAINBIRD, 1800-8F, -8TQ, -8H, -80 30 1.57, 1.18, .79, .39 1 8' RAINBIRD, 1800-15F, -15TQ, -15H, -150 3C 3.70, 2 78, 1.85, .93 15' RAINBIRD, 1800-10F, -10TQ, -10H, -100 30 1.57 1.18 .79 .3 1 ' 23 I \ - 9 0 ` O "AINBIRD, 1800-12F", -12TQ, -12H, 1120 30 1.95, 1.30, 65 i 12' 4 '� �'i ` o RAINBIRD, 1800-B15SST, -615EST 30 1.29, .65 6'x06' 6'x13' - y� _' =�-- HUNTER, PGM-04-A-1.0 40 1,0 a HUNTER, PGM-04-A-2.0 40 2.0 205' 21 / \' 6 HUNTER, 1-20-ADV-2.0 60 1,8 34' \ \ i - - _ ✓ r - ; HUNTER, I-20-ADV-3.0 60 2.9 40' 20 - �---� �, `�'-'� "•� i HUNTER I-25, ADS-10 70 9.9 51' 2 7 SYMBOL DESCRIPTION EICON MODC,_ UNC36-U2-DR-WP CERES 36 STATION AUTOMATIC CONTROLLER — —� FLOBOY 'S' SERIES 3 H.P. BOOSTER PUMP I ' ' ,• I 0 RAINBIRD PEB SERIES AUTOMATIC CONTROL VALIvE — SIZE AS NCi7ED ON PLAN 3 i 0 RAINBIRD QUICK COUPLER, MODEL 33LRC WITH KEY © ISOLATION VALVE 1 17 r .n 2" WATTS BACKFLOW PREVENTOR IN AMETEK JUMBO METER BOX WITH GREEN Cv COVER INSTALLED s jf I i PER LOCAL CODES ,AND MANUFACTURERS SPECIF'CATIONS. WITH A 1" NIBCO TI-8 GATE VALVE IN AMETEK 10" BOX & COVER. B LATERAL, CLASS 200 PVC - SIZE AS INDICATED - j - - 219 MAINLINE, SCHEDULE 200BE PVC TWIN �LAL GASKETED - SIZE AS INDICATED o 74 SLEEVE, SCHEDULE 40 PVC - SIZE AS INDICATED (2" LARGER THAN IRRIGATION' PIPE) o X CONTROLLER STA. DESIGNATION -_ I �� 0 —GPM / ri I / I 0 VALVE SIZE ' a 41 ® -- n I - - _ - --- -- --- - - - — - - I PIPE SIZING ; I y SEE MATCHLlNE- L4 - — j - ,��- PIPE FLOW NOT TO EXCEED: Q � 1" PIPE: 20 GPM „1/2" PIPE: 45 GPM _ I i 2 PIPE: 60 GPM 1 z W J Z p n � w (L IJ ".HEFT IRRIGATION PLAN SCALE 1," = 40'-0" -' L=5 92nd Ave. 17005 SIT2001-00001,PLM2001-00151 17 of 22 a '1TrEN PI OT GATE ,.. Cm IIIIIIIII IIIIII!u1nulull II IIIUIInII Il,i1iiii'ini iii'iiii lul Ili1 nu ul nI""'"i"iii±;i i"si'iln`ilii i i t�w.�rrw�.�+=ww .,.+ 1.tO�iTYI/T� ppI I Z � 4 I 8 I j I •� I j I � ' � I I 111 III III IIrI ulll� InIII IIII (111 1) IIIIIIUI Irtlllul IIII I!I uu IIII ull IIII uIl IIII Inl IIII IIII III II I uII nII I I IUI I n {,,, IIII nn InI 10=Mirfpr 1 iii �h i il4 �1e ��a I 2�0 121 12ISt I 23 I 2�. 12!5 12Il� 1217 12le I �Ic 310 -14 s 'F Py n:U - .`:t' jiff ,. . ., ..-.... ... it ... j'. au.I 1{ ,' t jai' f t. A 8 r-. 0 lNrt�. OT � �WN - I _/ rr7 II i' SEE MATCHLINE- L 3 i I--- -- I 8 - I ; (D a- . I o Lj 1 _ r• Y• O Q, p • o J c4 Ln r- /X" Q ►— cern _.. .I 2 7 o II Ir 28 o � < U N U M F— u I z7 rin Q) 15 4) - tit - .�•• j ! E_ � o \ .\ ,}� ''� I `. \ `\\\\ '' — sem'• Ci Q i3 MAINLINE f e� d �_ v °' r 1-7-1E•, C ym O _ IRRIGATION LEGEND - -- -- - - SYMBOL MANUFACTURER/MODEL PSI GPM RAD. ' I - I .. RAINBIRD, 1800-8F, -8TQ, -EH, -SQ 30 1.57, 1.18, .79, .39 8' i - - - - z7 ® RAINBIRD, 1800-15F, -15TQ, -15H, 15Q 30 3.70, 2.78, 1.85, .93 15' �--� 0 RAINBIRD, 1800-10F, -10TQ, -10H, -100 30 1.57, 1.18, .79, .39 10i O RAINBIRD, 1800-12F, -12TQ, -12H, 1120 30 1.95, 1.30, .65 12 cm RAINBIRD, 1800-815SST, -815EST 30 1.29, .65 6'x26', 6'x13' I �'` • `` / ls+ HUNTER, PGM-04-A-1.0 40 1.0 20' O HUNTER, PGM-04-A-2.0 40 2.0 25' e HUNTER, 1-20-ADV-2.0 60 1.8 34' \ �� m HUNTER, 1-2U-ADV-3.0 60 2.9 40' ® HUNTER 1-25, ADS-10 70 9.9 51' Lo SYMBOL DESCRIPTION Y\ EICON MODEL UNC36-U2-DR-WP CERES 36 51ATION AUTOMATIC CONTROLLER © FLOBOY 'S' SERIES 3 H P. BOOSTER PUMP RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN �• 1 �' `� Q RAINBIRD QUICK COUPLER, MODEL 33LRC WITH KEY �,, A r- m ISOLATION VALVE ►� 2 WATTS BACKFLOW PREVENTOR IN AMETEK JUMdO DIETER BOX 'JYITH GREEN CV COVER INSTALLED PER LOCAL CODES AND MANUFACTURERS SPECIFICATIONS. WITH A 1" NIBCO TI-t3 GATE VALVE IN AMETEK 10" Box & COVER. PIPE SIZING ( —J - LATERAL, CLASS 200 PVC - SIZE AS INDICATED PIPE FLOW NOT TO EXCEED: -- �- MAINLINE, SCHEDULE 200BE PVC TWIN SEAL GASKETED - SIZE A5 INDICATED a � LY - SLEEVE, SCHEDULE 40 PVC - SIZE AS INDICATED (2" LARGER THAN IRRIGATION PIPET 1" PIPE: 20 GPM 1 --1 /2 PIPE: 45 GPM Q*VALVE CONTROLLER /STA. DESIGNATION-GPM 2" PIPE: 60 GPM SIZE - IRRIGATION FLAN z y --- ----------- - W I SCALE 1 " — 40'-0" z rJ !l, 1 W d U SEE L-5 FOR GENERAL NOTES 'JA EET L=6 { 92 id Ave 17005 31T2001.00001,PI_M2001.00151 18 of 22 k -'TTEN PLOT DATE. 9/29/00 _— - $y„ r,J lilllllil'IIII 1111 !III IIII IIII IIIIIIIII 'III Il;illl!I IIII IIII !III lIII 1111 Illi 1 1'1 � k '��'� CfTI I I I I I I I 11 , ''I IIII III111111 III VIII 1111111 Illi I II'I IIII ! I IIII IIII II I I II IIII IIII IIII 1111 IIII III IIII IIII IIII IIII I I ' "`:�, ' r��1 � � � f� +• �tom`*",•�`h�a r ��i " ' ' - 1 1 1 I 1 I I I ( I I l III I I I I I I I I I I I I I I I I I( VIII Illi 1111111 ¢1 r '1 t ��ti 1t�1 I Id1•�rl cn� I •Z 3 C 7 9 10 1 I 12 13 14 1s 17 I 1 I 1 l .,4 25 2e 27 2b 20 30 d O 1 �2 3 it@•,Sir r 1� 'Y _ --. ,T , ni M' r t� 1 i , s x y J• r is f' • • V 8 ) _ GENERAL NOTES: M. OTTEk7 The Contractor shall examine the site and familiarize himself with all conditions ?Z� pertinent to this work. ____ __- _. ,� � .J I �� Contractor will coordinate with other contractors to ensure timely placing of <;;.. necessary sleeves and piping under walks, --- ' curbs and paving. Z ' )L -'�1 -- - - *—k An Contractor is to keep his work area clean during installation of his contract, and is to -- -j - -"- ff , 411 remove at his expense all excess materials, - I � soil, debris, and equipment. Z \ It will be the Contractors responsibility to determine the location of all underground a- 9 0 utilities and existing irrigation and avoid X 0 IN damage to the some. All damage to be W J -? repaired at Contractor's expense. P.O.C.- CONNECT TO * Piping shown is diagramatic. Contractor < o EXIST. 4 WATER LINE Ly 7 shall route piping to ovoid conflict with existing conditions or Improvements. < o m 1 C1_ 0 J • t I 5 31 `� * All heads on drawing are diagramatic. C)f Q • Actual field conditions may necessitate ct i l'• -�-T , v 2 `' adding, deleting, or making minor a ~ ° M i �. .� �;� ' • � :' �;-:� �; 5 3 � adjustments in spacing of heads to insure 0 o o )Ad y� uniform coverage. C�� � N of ,�, All mainlines to be a minimum of 18 ( N L) - �� below grade. Lateral lines are to be `�. a minimum of 12 below �' i i � ��� ` `�,j _ .-�.°� ` � _ _. a- •-_- grade. * Mainline is class 200 PVC, size as shown. N * Each manual control valve will be placed at the Z edge of the sidewalk. o Group valve boxes for ease of maintenance and locate in groundcover beds where possible. w o Contractor Is to verify existing static pressure � U � a - _ _ _ - -- ° / / prior to irrigation installation. a Contractor to notify Landscape Architect of w ! �:• --- -..= �._ I �-�� _ - any conditions that may affect the design d Uor installation of this irrigation system. x V tkoC CIDL Control wires will be 14 gauge single strand o j ;,�; �.; ° ~` ' � % _-_. •----_ with OF jacket. Z r i V � �c '" * Install 3/4" brass manual drain valves a.t ° r low points or end of mainlines. The valves to be 0 a s installed with a valve marker and cover. ° '� <•,.- �, ` , j * Point of Connection is shown in approximate location. • i ,rte` `` ,, /' \a .—.__..,� -. ._ / �, �' � � '•c�..�� _ �\�' .�; ,,;;,• * Sleeving for mainline wires and laterals must be �� placed prior to g. _ pavin Slee ging Ripe will be ` _ -- ' 1.���� r' ti ~ Class 200 PVC. All sleeving will be placed -"" - _ �_- _a_, _� _ , ,r •/ � �, _ ..o _-�Y� -' ,�� �� I in he trench, on top of rock free soil, and backfilled with rock free soil. Sleeves for "mainline will be 4 _ • All sleeving for laterals will be twice the size of the lateral. Sleeving as shown on the plan is schematic. Contractor is to verify count p es are La & placement. Sleeves be 24" dept ✓ y 8" depth un y =-- under drives & roc�dwa s, 1 der walkwc s. * The Contractor will be responsible for full IRRIGATION LEGEND coverage by the irrigation system for all planted SYMBOL MANUFACTURER/MODEL PSI GPM RAD, arEaS. All piping, valves, and quick coupling Valves G ' are to be installed in the planting areas and are ILL RAINBIRD, 1800-8F, -BTQ, -8H, -8Q 30 1.57, 1.18, .79, .39 8' PARKING LOT B shown outside those areas for clarification only. a ® RAINBIRD, 1800-15F, -15TQ, -15H, -150 30 3.70, 2.78, 1.85, .93 15' SCALE 1 " = 30'-0" * GUARANTEE: All material n 0 RAINBIRD, 1800-10F, -10TQ, -tOH, -100 30 1.57, 1.18, .79, .39 10' s and labor used in 0 RAINBIRD, 1800-12F, -12T0, -121-1, 1120 30 1.95, 1.30, .65 12' construction of the irrigation system shall be fully guaranteed for one year beginning o RAINBIRD, 1800--B15SST, -815EST 30 1.29, .65 6'x26', 6'x13' at the time of acceptance by the owners a SYMBOL DESCRIPTION - representative. _ © EICON CERES CENTRAL CONTROL SYSTEM- TO BE INSTALLED PER EICON SYSTEM SPE('IFICATIONS. z PIPS SIZING 0 RAINBIRD PE8 SERIES AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN PIPI-- FLOW NOT TO EXCEED: a ° �=- Z Q RAINBIRD QUICK COUPLER, MODFL 33LRC WITH KEY 1" PIPE: 20 GPM ►� 2" WATTS BACKFLOW PREVENTOR IN AMETEK JUMBO METER PDX WITH GREEN CV COVER INSTALLED 1 -1/2" PIPE: 45 GPM 'PER LOCAL CODES AND MANUFACTURERS SPECIFICATIONS. WITH A 1" NIBCO TI-8 GATE VALVE IN 2" PIPE: 60 GPM � AMETEK 10" BOX & COVER. Ly LATERAL, CLASS 200 PVC - SIZE AS INDICATED ' - — — - MAINLINE, SCHEDULE 200BE PVC TWIN SEAL GASKETED - SIZE AS INDICATED ------- SLEEVE, SCHEDULE 40 PVC - SIZE AS INDICATED (2" LARGER THAN IRRIGATION PIPE) V aTy t4 �Sr X CONTROLLER /STA. DESIGNATION v 4 -0A i. 4:, fri�; •q ' l GPM UJ � Z u O N ►, ' + ; ' VALVE SIZE ` y'Ij I,-,n� �r` SHEE", L=7 a 92nd Ave 17005 :F SIT2001-00001.PLM2001.00151 ill of 22 8 OTTEN PLOT DATE: 9/29/00 u Y Gm Iunlu ,I;u;lul u),lul�ilIIIIIIIIII;Ijliiijii ijlilililil�Iilljiilillin�linliiiiI Ill iljiui ill t I iljla�I Iluu) it Thu luluu ulllll lull I II II I ul Ill 1111 n II •, ro.S.1 rl b 10 I I m 13 14 I I� l e t o �I o�� J13 24 zo s1�o LIQ _ n • • 1 .,, _�4__.,57 •,,. ,, ., _, ;- ,.. , :. •�..7it17t1N:C''i'k{^J:I:R'F.:' r'..':. .. „ .... .. i , '•• t i F: t.. 1 n a= J, 1 r fes,: d4; ..Nh" 'YNN• Y, 3 i. Trl� FINISH GRADE ` , 4' MIN. FROM EDGE OF PAVING, PLASTIC VALVE BOX SIZED FOR EASY MAINTENANCE ACCESS �_ — CURB OR BUILONG AMETEI,. STANDARD VALVE BOx --- --- WITH GREEN CV LOCKING LID 18' COIL OF WIRE $CH40 GALV NIPPLES, SIZED AS REQ'D INTO DCVA LABEL 'REMOTE CONTROL VALVE' — — FINISHED GLADE �m. � (2) GALV. UNIONS. POSITION FOR EASY WRENCH ACCESS SPECIFIED QULCK COUPLING VALVE III-I _III F SPECIFIED AUTO VALVE / DOUBLE-CHECK VALVE ASSEL48LY MOUNTED 3/4 ABOVE FINISH GRADE LiPr_ SIZE BALL VA&.VL -- -- UNION. DOWN STREAM SIDE OF VALVE / -;jj � I—_ _ -- POP-UP BODY, SEE LEGEND FOR 1 ' -- = - — THREAGED REDUCER, AS REQUIRED -III IIA MANUFACTURER AND TYPE FINISHED GRADE — — ►RRIGATION LATERAL cv 3" MIN Typ TYP COMPACTED SUB-GRADE 0 0 SHED. 80 P.V.C.. NIPPLE, 3/4" X $" MIN. — - = PLASTIC SPIRAL BARB FITTING (;LASS DRAIN VALVE- - u _ I_! I I-III-I I IIIA (J :CH 80 ELBOW, TYP. ( ASS 200 POUTSIDE VAULT SCHED. 40 P V.C. STREET ELL 70 FOR SEE DETAIL -- / VALVE BOX EXTENSION AS REO'D _ _ ADD( ADDITIONAL ti � �• r ~ r -- SCHED. 40 P.V.C. T X T 90 DEC. ELBOW -I I=III—III-=I I\ SWING PIPE '— O INFORMATION i I _ (POLY PIPE 4' MAX LENGTH) �-4" DEPTH 1" WASHED DRAIN ROCK •�� ? SCHED. 80 P.V.C. MIPPLE, 3/4" X 8 MIN SLIP X THREAD ADAPTOR, TYP, (2) EACH END OF BOX - COMMON BRICK — BOTH SIDES OF ASSY, I—lii— .III II- BALL DRAIN VALVE W T" HANDLE MAINLINE - SEE PLANS I / _—_� PLASTIC SPIRAL BARB FITTING L- 6' SPECIFIED PEA GRAVEL 4" SCH 40 PVC SLEEVE W/ CAP , I-1 I — SCHED 40 TEE O IRRIGATION MAINLINE dQIE: ABOVE DRAWING IS DIAGRAMMATIC. INSTALL PER LOCAL CODES/CONDITIONS SCHED. 40 P.V.C. STREET ELL —I i_ I I=I I I- SCHED. 40 TEE IRRIGATION LATERAL I — CROSS OR TEE J ti REMOTE _CONTROL VALVE ? DOUBLE CHECK VALVE 3 QUICK COUPLER 4 SPRINKLER HEAD W/ SWING PIPE /�Y \ N!S NTS NTS NTS l-`— O r� N O r� L_L_ U-) L--) (I j �. Lf Q r- < < T_ 13, STANDARD ROUND 10" VALVE BOX Cj 3' MIN FROM EDGE OF PAVING OR FOOTING RECORD LOCATION ACCURATELY ?� p cy) FOR RECORD DRAWINGS. � LL- FINISHED GRADE Lr, .. CENTER LINE OF TRENCH. O } Q WIDTH OF TRENCH TO PROVIDE 3' CLEARANCE ON EA, SIDE OF TRACE TAPE CD O 0 PIPE MINIMUM 6' PLUS DIAMETER • uLn OF PIPE U T f- ---- rINISH GRADE PAVING TRACE TAPE ABOVE ALL PIPEF BACKFILL, TYP. MAINLINE, TYP. z — DIRECTION OF FLOW, TYP. °•. •° �a'•°:.a " DIA. SCHED. 40 P.V.C. SLEEVE CONCRETE THRUST BLOCKS " ' LENGTH AS REQUIRED ( I CUBIC FT., MIN.) SPECIFIED PIPE BACKFILL ,n I . " I COMPACTED SUB-GRADE POURED IN PLACE, TYP. BPASS GATE VALVE (LINE SIZE) COMPACTED SOIL, TYP. CO''PACTET SUB-GRADE SAND FILL COMPACT AS SPECIFIED E o II - a _ v FOR ROAD OR SIDEWALK SUB-GRADE —-- o C I` I` _ MAINLINE — F o 0 LATERAL LINE SCHED. 40 P.V.C. SLEEVES h MAIN LINE ' ` SIZE PER PLAN. �i•A I_ '.T;;; BRICK OR CONCRETE BLOCK —� U O > COMMON AND CONTROL WIRE W m Q o (TAPE TO MAIN @ 10' INTERVALS) I I I I I I I— NOTES: — PEA GRAVEL _ - _- EXTEND IRRIGATION SLEEVES 12' � CL � � .� o Q co BEYOND EACH SIDE OF PAVING. L SLOPE BOTTOM OF TRENCH TO DRAIN Q U 0 � v 0 5 TRENCHING DETAIL ( SLEEVES BENEATH PAVEMENT 7 GATE VALVE 8 THRUST BLOCKS z � 3 NTS NTS NTS NTS O �- L > 0 o O o c v BLACK 4' SNUG CAPS BY ASPEN EARTH, (801)277-4454. CAP TO READ 'DRAIN VALVE' — FINISHED GRADE 1 A 4' DIA. SCHED. 40 P.V.C. SLEEVE 1 LENGHT AS REQUIRED 7 ,3 — SLIP X THREAD ADAPTER, BOTH SIDES IRRIGATION LATERAL OR MAIN LINE 0000000000000 00 •_ �.• � SPECIFIED DR AIN VALVE (3/4') Ocn 00000 0000000 Z 0 0 00000000000BRICK OR CONCRETE BLOCK Ln 0000000 0 > I 0tJ- `ic1 j ° r,wl,,1trs yfzYf ir q.l 4I`rAk'W;� r "fc r 1 -l� 'Lyi,f�l m'sa,�s xi��pY' �'A•;+•C4i,,e a YkI�';il,�� �r;ti{{>.+�i°I'ts�,'�Y'��' 1' 1.•r I-1,r`�rr.a,�.,+r,:.�'�,a yt l• 0_ 0'.o+....00 .twlwwll�rr�r. � CI IIII I IIII IIII I III)1 IIII I II!I I�I 1 ( II i I I i I IUI N I Ili ! un�n Il.lu I I II'I� Iui Ii�IIIIIII IIulllulIIsu InlI0ul IIIu nu�u�li IIIII IIin I1nI I Iln I uu I nl IInlIII I I I I I I III I III II �.,.•". , aO�UCwaJw 000000000000P.V.C. ELBOW 0000000 0 2 CU. FT, SPECIFIED PEA GRAVEL NTS DRAIN VALVE 7 3r N I L�UJ Cr ci ciQ a U2GwwQ 12 '-,HFF I L=8 0Ave, 1700 PLM2001-00151 SIT20010001 20 OTTEN PLOT UA TE_ 9/29/00 11411 11,6IA + eIIIIII 10 •I" le 17 ZS4 25 2 80 30 f — filk"&IJ dill yy� h -.1 • MOR( yf ° i r ,ria;a -t, t,a . �; !.• V11IRVII PEP u . IMP t ,,• 4�, 1' t• Elt �h � TIV BUTTERFLY MEADOW 6 REVISIONS BY SKYLIGHT C 1 - - METAL ROOFING'. ON WOOD DECK (2)11/2' x 3' FLAT BAR U\ t� INTERMEDIATES EQUALLY SPACED 11 itV Nv Ln CD r rn N BOTTOM OF / U �� ;��� :• � �' ,,a BEAM L _ 0 �n CONTINUOUS GUTTER CONT. GUTTER Q 7 BLACK EXPOSED - (ENGLERT 'LEAF GUARD' D•S• AGGREGATE w/ ��D S• e CLOG FREE GUTTER DOWN=iPOUT p - DEEP SCORING SYSTEM, TYPJ 0� © U �. - BENCH � �'� � �► - BENCH ---- M m SLOPE .SEE — SLOPE -- a Iia FT l CONCRETE�� P DESTA0 DET. 1 \ 11/4' FTzj;= I _ J BELOW BENCH _ I I III I I I I I III 1 1 1 1 1 I I I I 1 1 1 1 co BENCH IIII IIII I j l 1 RAILING I i l 1 IIII IIII s I it I III I '+3'-0' 1 1 1 1 1 1 1 1 III 1 (SEE l/CU IIII IIII I I I I I -- -� a I 1 1 1 j U lUl IUI lUl LU IUI IUI --- RAILING C IUI Q '� L_ J L_ J L_ —J L J L- -J 3 X 3 X 1/4' STEEL END I'-0' _ d' @' — 1 2 GAZEBO ELEVATION ION � �/���l.�V �!.-� ��� ION � � ( i POST WITH TOP CAP \, 3 x 3 x 1/4 STEEL END D E D (GRIND ALL WELDS SMOOTH) w �•o POST WITH TOP-CAP 1 1/4 = 1 -0 - - 114' 1 -0 CONC. w/ LIGHT - �` (GRIND ALL WELDS I C I M ! BROOM FINISH -7 SMOOTH) 4 11/2' _ PAINT RAILING5 IT5 5 x 5 x 3/16 1'-0' AND RAILING _ 41-9g1 1/z� fE 3/16 x 4 11/z x 0'-1' _ 2' SUPPORTS 12 m — 4 EA. SIDE OF HIP BEAM 12 - 1 GAZEE30 FLOOR FLAN - 12 �OPE _ --- 1/1/4 I'-0' - _— 1/z x 11/2 x '/4' - C I STEEL TUBE -FLAT BAR 4 k4o, o 9'-b' --- (2) I,z' x 3' -- � 4'-D' cic of Z � CORNER CONDITION -1 A e � � l- J 1 RI G RI G ; -- PYRAMID 4 x 12 BEAM BEYOND { SKYLIGHT 4 x 8 - - / i CL TYP b SLOPE : - -` - - - - - - - - - - -- -- - - -- - - -- - -- - --- - + !� � C P — CONTINUOUS ` SIDE fE's 3/16 x (o x 1'-0' - GI,ITTER _ w/ 4- Sig' BOLTS STANDING SEAM qtr \ — BASE 1E 51/8 x 3 5,8 x I'-0' -8� METAL ROOF - LET INTO 4 x 8 (NEAT FIT) CEDAR A )FAIL 4 x 12 ROOF I-l-�'- GAZEBO OOF FLAN �` 3/Ib SEAL OPENING SIDES - Rv __ ----- OF TUBE w/ WELD 4 x 12 C1 l 4, = 1'-0, T5 5 x 5 x 3/Ire -- - - ATS SIDE fE's 311(o x 4 x 0'-9' BOTTOM fE 2 x RIM 4' CONCRETE SL ^, / �4 +� 18' EACH WAY � - w/ 2- 5�8' 4 BOLTS � '/2 x 3 g% 'x 0'-4 '/z 4 x 12 w ' (-� . _- - LET INTO x 12 w xx b — — BOTTOM of aEAM 2 x RIM �- +8 ! �+ -' / // • • • • • • I- � �� _L_. X1 2 x RIM,. � \�\ - {� U -- - 4x11 - xI 4x12 \/�\�\ � . _ L- _ , 3/16 4x8 - - 4x8 - -- -� '—� x X 1 I C) OC + ' X I 4 1 I T X' 00 , , • I I p ' ESTION A-A u . 8 `r 'D0 X- 2 6 1 E 8 `� �+ z _L. b - ► I x I ' �+ too + ' x I& --- COMPACTED - x —+4 x 8 — 4 x_ Iv X8 — ---x 8_�___. N__ C GRANULAR FILL 0 x x I 4 x 12 - I 1 __ � -- _ I x x� x — , xl 4x1 Y _ `v 4x1 v xl 3 I MIN. 113' 0 00 V x +� I L 2 x RIM x 1 - x l ` co "t STEEL TUBE COLUMN I 1 4x12x (x 4x12 T55x5x3/16 ------ -- GAZE50 SECTION 2 x RIM _ I 1 11/20 R 1'-0' Date: 7-I1-00 x RIM 2 � C 1 - `kale: 1/4` = I'-0' Drawn: MJL 5 GAZEBO ROOF FRAMING RL rAN - - -- - `- --� 200110 in 1 11/4 1 -0 •o ;nf• r C1 92nd Ave. 17005 SIT2001-00001,PLM2001.00151 21 of 22 PREL IMIN4R1' - NOT FOR CONSTRUCTION 1,4'-0' r IIII IIII (III III! (III (III (III IIII 1/101 IIII IIII(III LlOIleIIY S C� I ( moi I.I •filI I.I«II.,I.IaI! 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REVISIONS f C3x6--� - 2x4CEDAR, TYP, - ANCHOR AS _ REQU:REED ' ''"P- _ CU 4'-0' ^\ a IE x 4 x I -0 - 7 � L 3 x 3 x 1/4 TYP w/ 3- 3/4' 0 IMBEDS WELD t0 - -- '- 1/2 x 4 x I'-0' ANGLE _', F' N N IE 3/16 %WELD CONT. co ----�- ---�--�--------.� w/ 3- 3/4' 0 IMBEDS C 3 x a - 2 x 6 CEDAR w/ 1�,' BEYOND �-- ALONG (E � o L3x3x /4 3/16 I >` �% RADIUS EDGE, tYP. / �~ z x 4 x 1 -0 1 ..I --2 x 6 CEDAR w/ �4' o �r ------- - ------ --- ------- -- Q X i x RADIUS EDGE, rYP. - u x , ---- -- ---- ---- ------ -----y F _ q r 13 5 i � - -- 15' 0 GONG. COLUMN \ v (' � � I EXTEND 3 -0 BELOW �• �� q I j � � v SLAB Ia i � ° , ° q L3X3X1/4 Q m t 2 x 4 CEDAR, tYP. E 1/1 x 4 x I'-0' o �J N 4 °i q ° �° w/ 3- 3/4' 0 IrtBED5 n '= o 15 0 CONC. COLUMN o r~4 2 EXTEND 3'-0' BELCW "' I ° p° I q a 15 0 CC'NC. COLUMN Go SLAB ° 5ENG�4 FLAN_ 5FNC 4 TO OOLU1IN CONNECTION C2 C2 /''� 6' CURB MOUNTED SELF - FLASHING SKYLIGHT - - w/ ACRYLIC GLAZING Li 4 x 10 CURB z 1_� HJT TO SLOPE r u • FLASHING BY - -- --__ r � e _-I � 2 x 4 CEDAR, TYP. 2 x 4 CEDAR, TYP. - METAL ROOF GLY WOOD ROOF SUPPLIER ;: aPHRAGM _3 ` ■ J OL 2 x 6r.EDAR w/ 1/4\' 2 x 6, CEDAR w/ I/4 DING SEAM U RADIUS EDGE, TYP. ` x6TdG � CL, P, METAL !:OOF Q 11_l 1- DECKING -L3x3x1/4 4x8 WELD r0 '' WELL) TO\ -ANCHOR AS SLE --- ANCHOR As �- U BEYOND 3/16 '� REQUIRED, TYP. 3/16 REQUIRED, tYP. OL BEYOND;' _C h ' "L3x3x114 G 3 r. 6 BEYOND --- 4 BENC�4EDG3E DETAIL 5ENCH EDGE- DETAIL C 2 G26 - 1 -0 ------ - - l l�z' i' C2 EL }�- w 0 ILL. • �� OC 11J t R w Draws MJL Job 200110 _ ;beet: 92nd Ave 17005 Sl)2001-00001.PLM2001-00151 22 of 22 ' li"i ►N>yi�'�' - NOT �OfR ION 4 -C" ;; •— — —.----' __ Sheets .a 10Rj 1 II 1111 llI1i �I��I1 iIIII�I)Ili11�II iIII Ilt�l l I nII11I �III iIIII1�Itll 11111I�A 1111 IIII10Ilii►1111 bIIII 1II�II 1IIII 1 li 11 i I N II ii1 I i1�.crr, I iLEGIMMO 1 .10q 1i4 22 ( II 07 1 28 II2II 12 �0IIIIIII3II � 0 - a i � M 1 MONI iF •:, t , (1 1. ,I b r ` . • :L