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16037 16045 16083 UPPER BOONES FERRY ROAD CON S. RAS RECEIVED EXPIRES: 12-31-08 OLFAA CEJAN 0, 7007 GITY OF TIGAFID NNO CRE ' oUILDING DIVISION ti n la CONSTRUCTION DOCUMENT PACKAGE n n TIGARD, OREGON h 1111 SW Sab" Silo 100 Yonland, OR 97105 Td. 503.111.1111 Fac 503.111.1077 n 0. 0 7 LN R CT SW ST AlyELEX OF DRAWINIGS ro A ARRNMTp! ALECfl COVER SHEETr, s sw CT d C1 EXISTNQ COMMONS PLAN r► � # C2 DEINOLRION PLAN ST C3 STTE 0ONSTRtJC110N PLAN t C4 GRAD�+IQ/EROSION CONTROL PLAN o sw AM w 05 STORM SEWER PLAN COlYSIL&TANTS Ce SANITARY / WATER PLAN C7 DUALS DURHAM ' (" 4 Ce DUALS CI? DUALS =� R ST CKII DUALS LO COVER SFT V LN u LAYOUT AND DU31181IONING PLAN DURHAM - L2 LANDSCAPE PLANTNQ PLAN a O W CITY PARK NaEY ■ 1.3 LANDSCAPE PLANTING PLAN L4 LANDSCAPE PLANTN�Q PLAN LV w Ix � sw PoVENDELL as L.5 LANDSCAPE PLANTWQ PLAN uj a) O T Le LANDSCAPE FFAGATION PLAN V z C3 W L7 LANDSCAPE FFAQATION PLAN to Q Le LANDSCAPE FFJQAT10N PLAN Z MR V LTi LANDSCAPE FIRIQATION PLAN q L10 8 lC�a,' LL11PLAPLA NTWO TNQ AND FFMC3ATION DUALSVDN1Y MAP L12 PL.ANTTNQ AND FFIKJIATION NOTES PROJECTNAAE )Q 12-29-08 REWS/ON PER PM-1Vf71 N� CIVIL MR: LANDS .AM wpry T I GTY1STREVIEW LAS : TIRSH NIXONINC Y9ta DESIGN, INC. KC DEVELOPMENT WRO DESIGN, INC. ATTN: 118SH XATTN: KEVIN RUSSELL. FE ATTN: ANDY CALCUMS. PLS ATTN: TRANS RUYBAL L 11121W SALMON 97206 too 5415 SW WESTGATE DR. SUITE 100 2407 HE 292ND AVENUE 3415 SW WESTGATE DR. SLATE 100 PORTLAND, POR1LA1q, OR 97221 CAMAS, WA 96.07 PORTLAND, O1 97221 (603) 221-1121 (PHONE) (503) 419-2590 (PHONE) I (503) 221-2077 (FAX) (303) 419-2900 (FA.%) (390) 834-2619 (PHONE) (503) 419-2500 (PH(NE) (390) 634-5498 (FAX) (505) 419-2600 (FAX) I 8 3�Rr�r* 5803 SL�� VVf■DL/Rr L M\ LWMTE:_ 1011me; CITY OF MUARD PORTLAND GENERAL ELECTRIC NORTHWEST NATURAL CLEAN WATER SERVICES CITY Gi TIGARD Q 8777 SW BURNIIAM ST. ATT*: JOY 9MLAFR ATTN: TERRY HURST 2550 SW HLL>BLMO HWY 13125 SW HALL BLVD (_CNECX� KSR TIGARD. OR 97281 OREGON CITY OFFICE 220 NW SECOND AVE IQI..Re0R0, opt 97123 TIGARD. d1 97223 (503) 939-1554 (PHONE) (503)-742-6 (PHONE) PORTLAND, OR 9720• (503) 939-1471 (FAX) 463 (503) eel3 - 600 (F (503) 039-4171 ( ) I DRAH'N er: JRs D (603) 721-2498 (PHONE) (603) eel-38W (FAX)AX) (503) ee4-7297 (FAX) (503) 273-4811 (FAX) La PROJECT 203179 CITY OF TIGARD Applovnd...........__------------------- i indillonnlly Approved.................... I ; x only therM ea MscnlMd In: Vr-SMI T NOZ ee' yyf p4 N SA*I.9"G,to: FoAaw ......................t I AARch ...... .. . d{[s lob Adqq'roe4AeBfY/t f .. ....... I... e iMt1' �• co /. UTL111E9 R0.0CAnON REG. - OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION OREGON UTILITY CENTER. SND RULEe ARE SET FORTH RI OAR 952-001-0010 THRU GAR 952-001-0090. COPIES OF THE RULES MAY BE NOTIPICATION CENTER OBTA9ED FROI THE CEI47ER BY CALLING (50.7)-232-1987. IF YOU HAVE QUESTIONS ABOUT 111E RULES, CONTACT THE CENTER. NONE: DAMAGE 1D U71LITIES SHALL BE COIIIIECTED AT THE PERMIT HOLDERS EXPENSE. 1400•IM2344 2ND SUBMITTAL � �.•.-�...... will 11')I - :.,. �T iIIlInllit rlr)T(t)tI` 1 9 ,1 , .. . . a7T:MY' ':__. _�a" �"",..xryli!l7AlY■■illl', N9.N uuZiu . �7W / CS GRATE I I.E. 24' CULV. t ! i -137.23' I 34 34 ! FANNO CREEK ACRE TRACTS I 10' "GUARD RAIL' RETAINING WALL i N89'27'16'E 348.45' UNDER FENCE UNE -. 8• 6• 1 . 6• 6• 6• • 6" 6• 6. 12. 1 " 6' B• 6• 101 • 1 O" 6• 6" • ' ' ' ' NOS-ES ti � r 1. THIS MAP ODES NOT CONSTITUTE A BOUNDARY SURVEY. ALL BOUNDARY n - 1�►•/ t- DIMENSIONS ARE BASED 014 PREVIOUS RECOR3 SURVEY DATA ON FILE AT " 09 +sII WASHINGTON COUNTY. ALL MONUMENTS SHOWN HEREON ARE FOR � ^� INFORMATIONAL PURPOSES ONLY. 1 ASF 1 ,S X13' Fi SEWER 2. THE ELEVATIONS SHOWN HEREON ARE BASED ON WASHINGTON COUNTY BENCH C) ' a44----- .---- r-- 7 l/ESM'T MARK NO. 137. A DISK IN THE CURB ALONG THE SOUTHERLY ROADWAY OF RIVENDEL.L AVENUE, NEST OF THE INTERSECTION WITH SW UPPER BOONES . CO GRATE I ! 911 - FERRY ROAD AT ELEVATION 168.303'. -141.26 N; _ ' �;0 35 •................ I , THE CENTERLMNEE OF 5w I.E. 136.26 .r , TL 1300 1 1 .ti THE BASIS OF BEARINGS IS N48041 42 E AL 47.085 SF 1.081 ACRES I UPPER BOONES FERRY ROAD PURSUANT TO RECORDED SURVEY NUMBER DOC. NO. 2000032753 _ 1 2�' A / •►, 2 og 2 ' O,y ! j ! I 4. CONTOURS ARE AT 1 FOOT INTERVALS. ^► GV O /• `�` I , 5. UMU71ES ARE APPROXIMATE. SHOWN ON THE BASIS OF SURFACE STRUCTURES. AS-BUILT MAPPING.. AND UTMJTY LOCATES BY OTHERS. �n • / 1 / I r OFFICE AND SHOP I 6. THIS SITE SURVEY WAS COMPLETED ON NOVEMBER 1. 2005 BY CR OY A 1121 SW'fa!►non . p ` 2650 SF HALCUMB. PLS. Suite 100 H1'- 23' Portland, OR 97105 _69'27'16' 242.07' Tel. 503.221.1121 -0 o Fax. 503.221.1077 �. T 39 - T1. 701 M CO GRATE / r �b�,570 SF 0.679 ACRE - ` '� Z -140.31' DOC. N0. / Fi ADJACENT RETAIL I.E.-138.69' S� 'METAL TL 1200 92031818 r��'` & RESTAURANTS tTORAro BUILDING 18,486 SF 0.424 ACRES I I �` i i �L /5000 SF VIEHICLE AND I i ` \ N8 57.945'20• J - DEBRIS 57.94' / C7 ,' / C8 GRATE STORAGE (NO1' Z TOPOGRAPHY) / • 142.19' \ g ?*' N I.E.-140.76' ....•. C8 GRA I 1 • • =143.33 / ,. ♦ r` �j X44' .=141.50' CB GRA IE / • r N89'34'S 241.67' -34'55'W a71. KIM-154.50' C� --- _ - . . ____ �, w ��. I.E.-,s,.63' LEGEND `; / _ ,L .� / 'UNDERGROUND A.C. ��` �►1 CB a TE iriiiiriiiiiriiiiiiirii, - EXISTING BUILDING !! / CONTAMINATION ? STOCK PILE AREA t� ►�' -145.7 ' / = EXISTING BOUNDARY UNE 1 ! HOLDING TANK \•�� (NO TOPOGRAPIA `rx I.E.-144:54' = CONSIIrTANTS • ♦ -- -- - - - EXISTING EASEMENTT / O� LINE 12 ♦ GUNE STORAA MH . / -139.42' CB GRATE �. ° ; / �' /, / -144.18' / W - = EXISTING UNDERGROUND WATER UNE RIM-139.99' * - OFFICE AND SHOP 1 ' t - EXISTING SANITARY SEWER UNE 39 / LEr142.91 I.E-134.24' � �• � p�pE NOT FOUND '•• .... 19,Q65 SF � t / ,♦ �`- -�� ,. ! *i 445 ♦ h' RIM11! OHP - EXISTING OVERHEAD WARE O / F ILASTIC 1 / � OFFICE LE.-14 ----E--- - EXISTING UNpERCrRWND ELECTRICAL LINE CB GRATE / 10•GRAIN 1 =142.92' ! 1 �,4`� / i!;' / -T - EXISTING UNDERGROUND TELEPHONE LINE I.E.-141.10; •t 1 TL 200 ` �•' �� y,. �� - W � }•�• � � •/ SD � EXISTING STORM DRAINAGE UNE ,-12• ni ? `4 24.286 UGU - - EXISTING UNDERGROUND UTILITY. UNKNOWN / 36 SD -�-�8 CB GRATE T 1 A.558 ACRES ' t / TL 300 -144.20' \ .0 1 DOC. NO. i' +. EXISTING RIGHT-OF-WAY LINE ca / U 91063372 125 065 SF 2.672 ACRES 1 /� 60C. NO. 92031817 FUEL I.E.-14 0' / 1212 /' PL --------- EXISTING 1 CON.JUR UNE E ,� 12 / v = EXISTING FLOW LINE UNE / Q• ' \ t'2 �� ' V / TORM MH ® = TELEPHONE RISER W W / •. / I \ a 8 �', RIM POWER W '� I.E.-147.42' 0 - POWER RISER O •� ® = TRANSFORMER O \ t 1�VALk � � W a Z CB GRATE 18` lw. G \ 2•'' �' G CB GRATE pd = CAS ® O ' r VALVE Z G ! 1 /� RIM=157.75` ® WATER MANHOLE O =137.61 MOBILE OFFICE • I.E.=154.95' • - EXISTING MONUMENT FOUND AS NOTED. O I.E.-135.23' ! �' ! 890 SF 1��i / S / G �' Q / 0, -- ' ,�' EXISTING FIRE HYDRANT I+ p`r / �•. t !i (A � = EXISTING LIGHT POLE \ •, / 1 G a 6 {' I Q = EXISTING SANITARY SEWER MANHOLE W ��• ® - EXISTING STORM DRAINAGE MANHOLE Q r \ ,\ CB ORATE (21 GRATE J�' 16 ` CS MANHOLE I x•144.79' '' / I.E.-154.43'R •n. EXISTING UTILITY POLE _ !! i' •� t \ 1 / • ,'r�4 ` / ® - EXISTING WATER METER IJ GU .� �� G = EXISTING WATER VALVE Q. + �' �� a \ �`- UG \ -;;,j •,. 0 � - EXISTING IRRIGATION VALVE ?' ,t Q J � SS MM. �, o� i I.E.=14,3:66 � EXISTING JUNCTION BOX r ' ' RIM-143.11\ �. ! 1 • dp ! I /'` s/ � --� � 0 1NtA -" � / SS MH � � '�62-• .� = GUYnANCHOR NG ONE PEDESTAL6PROJECT NA.ANIE 1 /' \O �Q ,��1 //, \!y_ �l ' s / A ;#MONITOR �.- j Q S I.E.-140.61'R6O;I �!� ® = CATCH BASIN 1 12-2940 REVISION PER ! 1 / �" / •• A = GAS FINK GREE ' \ / CIT�'IST REVIEW / FOUSE 00S / ; C8 c MAIL BOX �`♦ \� 250SF Q? 37 K t 0°' i` SS MH \ 16. _ Q j \\` ��r n 500 ' �' ' 25,725 SF 0.591 ACRES,�/ 16,216 SF �6 AgtES � ��12 F � �9 � i RIM-154.46' o ® - CAS METER I \ \� V! DOC. NO. j /; I.E.-139,46' _ \ - i/ 920311912,," DECIDUOUS TREE ('�) = CONIFEROUS TREE '•��, \�Ir• . ' �'• 1 pry' / '/ �-==-Q OVERHEAD TRAFFIC SIGNAL I 1\ =140.56' r / k 1��1 - \ }j►:� O � \ I ��'' �Q` CB GRATE STORM M 2` 1 A -163.77 RIM-164. $l' / / tip � 8• `\ `� "�''/ � �• AREA DRAIN i \ / / GRATE ELEV.-141.15' /� � I DATE: 1tN1?IC)6 \ 1 \^ 0 /�' Q,�'� ✓ fj - INLET PROTECTION \ �' / / KSR CHECK: SEDIMENT FENCE I 700 �, A \ ;'CB GRATE �� QV I = FLOW UNE 1 DRAWN BY. JRS TL \ � \ -148.45' CB ORATE TREE TO BE REMOVED -150.42' I.E.-145.00' 0WVECT. 205179 r ' SS MH RIM-148.18' I.E.-133.82' c I N / T• � -w w r /' 1413 . . STORM MH of �3 RIM-150.28' � I.E.-143.59' � � 0 � 2ND SUBMITTAL •nxLRs�bw k y 0y� ♦y{ •- waf1f ,,•, ;,t: .,,. :,r-, 1, a.. .r. U. .. . ... .. . NOR .....,•«... .. y. , f}- _ , ..:e i, r , '' .:ht1 +11`N•nah1^T.:Ib `�'.-F.. .. - ' ' 7,c, �"..'. , • rlI �� I� 7�� I�I r�r III IIIlIIIlip if � ' +l 1 3 1 !!� l 8101 I �1� No.3" via 1W1 llll�;yll Ull�lll W� �Ull�llllli;ll�l llll�Jll Iill�J) a llllll 11111U ll 1111 11� lllll�]Il . a;:• } I I 'yam �\S��GINff�f/ t0 "GUARD RAIL" RETAINING WALL I DEMOLITION NOTES ' T L N8927'18"E 348.45 UNDER' FENCE LINE _ r 1 8 g» 1� • g• 8" 8" 8' 8" 8" 12" 12 I?. 8" 8" 8» 1 10"8" 8" 1 EXISTING STORM SEWER TO BE REMOVED ® EXISTING IRRIGATION VALVA:: TO BE REMOVED ON ? _ _ ,. - -- - 2� EXISTING CONIFER. TREE TO BE REMOVED r 'i' - - ® EXISTING SIGNA&_ POI- AND CONTROLLER TO BE RELOCATED '�� (r 09 , 8 ♦,,k� ----- r dl �' ( ` 3 EXISTING DEC1000us TREE TO BE REMOVED ® EXISTING CABtf T\, RISER TO BE REMOVED �N S. 14 2 ,.�44, r 4 EXISTING BUILDING TO BE REMOVED EXISTING SPRINKLER HEAD TO BE REMOVED .r 31 " y - �n,� Q ENPReS: 12--31-08 L - - - 18 19 '�` 4 OFFICE 8 - PARCV..IM'+ S EXISTING DECK AND STEPS TO 8E REMOVED EXISTING SitTN TO BE REMOVED ' _ L• '� 1825 5F , IsX15, RF4 R 8 EXISTING ASPHALT CONCRETE TO BE BEHOVED EXISTING CONCRETE TO BE REMOVED c� a 44 '�- , 7 EXISTING CURB TO BE REMOVED a j / ESM'T �I ® EXISTING UTILITY Box TO BE REMOVED EXISTING FUEL/OIL TANK AND CONCRETE PEDESTAL TO CO GRATE - \ 2 I I .cnl EX EXISTING REMOVED METER TO HE REMOVED I -141 28 I1 I Q EXISTING FIRE HYDRANT TO BE RELOCATED ® ti cv 11 ,p 35- - L�9 I.E.-138.28' TL 1300 I 1 0 EXISTING WATER METERS TO BE REMOVE) ® EXISTING TRANSFORMER TO BE RELOCATED 47 085 SF 1.081 ACRES I I 1 EXISTING OVERHEAD WIRES TO BE RFIIOVED/RELOCATED EXISTING INTERCOM SYSTEM TO BE REMOVED n t 1 \ DOC, NO. 2000032 753 1 �2 19 4 G ` 1 2 EXISTING MAILBOX TO BE REMOVED S�1 EXISTING POWER RISER TO BE REMOVED a' Z 0 ,0 I I I 3 EXISTING WEATHER MONITOR TO BE REMOVED ESUS I1NG TELEPHONE RISER TO BE REMOVED • G �� .A ♦ I 4 EXISTING UTILITY POLE AND GUIDEWIRES TO BE REMOVED ® EXISTING TREE TO BE PROTECTED TROUGHOUT CONSTRUCTIO14 J ;I "� 11 � -- ♦♦j S EXISTING SANITARY SEWER UNE TO BE PROTECTED EXIS TING NGGAS UNE TO 8E PRC i�CTED ".n!x1GHr? IT i ti I 4 THROUGHOUT CONSTRUCTION r 14 OFFICE AND SHOP ® EXISTING SANITARY SFWER MANHOLE TO BE PROTECTED CONSTRUCTION PROCESS. 2850 SF i THROUGHOUT COK'iTRUCTION ® EXISTING UNDERGROUND STORAGE TANK TO BE REMOVED R r0 {p-= •i , " 4.23') j :_J EXISTIMC STORM CATCH BASIN AND LEAD TO BE REMOVED® EXISTIG OOVVERHEAD SER TV STT COORDINATE ERELOCATED WITH PGE FOR n - -� , N89'27'18" 242.07' 1�8 EXISI',NG WATER METER TO BE RELOCATED RELOCATION. �- EXISTING UTILITY PO'E TO REMAIN IN PLACE. EXISTING FENCE TO BE REMOVED / ! T 19 �' \ I ��\ 11 1 ' ® EXISTING UNDERGROUND UTILITY TO BE REMOVED y 1 r' / / .' ♦ 1 19 / 39 1121 SW Salmon CS GRATE / 1 %� -"' _ TL 1100 I __ T \ TL 701 Smile 100 -1.10 31' �� / 4 .570 SF 0.679 ACRE I.E.-136.89' / u� DOC. N0. -_�, \ ADJACENT RETAIL r / POrtlal+d, OR 97205 `•. Q 'METAL 92031816 _ TL 1200 • o 'STORAGE 18,488 SF 0.424 ACRES do RESTAURANTS Tel. 501 1.1111 N o h• BUILDING _ ` \ r b /5000 SF I VEHICLE AND `1 r /' ♦ r N89'34'550E " , Fax. 5031'1.2077 J I DEBRIS 57.94' 20 n . STORAGE (NO 19 - CB GRATE J TOPOGRAPHY) / =142.19 V ?* N / 4 I.E.-140.76' CS GRA I \I g • _ N 1 1 =143.33 .q46- ... - rhr •� I Z i 144' -141.50 N89'34'S 211.67' ;• ` CO GRATE 1 i _ - • '34'55'W 171, '''• --7- -� - -__-- RIM-154.50' C� �'• s • �' •F. � v� 7 �1• I.F.=151.83' / UNDERGROUND ... M ,1 7 �!� Jig/ • ,• A.C. 9 / �` S' GF��►TE ' CONTAMINATION \ STOCK PILE AREA 17 ��►�' I -145.7$' �•' - SS MH Z 1 / / HOLDING TANK 17 1 • NO TOPOGRAPHY) S RIM-156.68' •. ,�, ( xs,• ° '+ i.E.=144.54' J/�� i I.E.=147.10' LEGEND • ` 11 I.E. 12' CULV. rg� 4 4 / '490 12" ~' STORY MH / b►'I /, / -139.42' U CB GRATE r'• /_ - T - - EXISTING BUILDING RIM 139.99 144.16 4 OFFICE AND SHOP >/ li / a' - EXISTING BOUNDARY UNE • I.E.-142.91 d / N I.E.-134.24' j y' / 19,065 SF 7 NOT FOUND � � •wj � '� / %� .• STORM�AH - EXISTING LOT UNE � 19 �� RI_ASTIC a48 ♦ • ' S RIM-15B.70' - - - - - - - - EXISTING EASEMENT UNE 7I.E.-141.70' \ 0 DRAIN 1 OFFICE -- - �� CB GRATE 17 2 1� I �' •,, � -W - QOS7ING UNDERGROUND WATER UNE i / =142.92 1 / ,. 7 121• 38 �- ' '' -SS-- - EXISTING SANITARY SEWER UNE , CONSULTANTS / M I.E.-141.10; ' e TL 200 �''� cD p�`� 4 / 1 T 2 24,286 SF OHP - E)QSTING OVERHEAD HARE n. r'UP 36 4 S� ---�- CB GRAZE T 1 0.558 ACRES s i -- TL 300 ' , DOC. N0. ,`� ---E - EXISTING UNDERGROUND ELECTRICAL LINE a ,�y .:.3p• / 12S 085 SF ?.872 ACRES - =144.20 U 5 - tiOC. NO. 92031817 FUEL I.E.=14 .20' 12 91063372 21� T - EXISTING UNDERGROUND TELEPHONE LINE d (l'I 'y 17 �� / �.� 3 12 L Pl:A'ST1C � °D --SD-- - EXISTING STORM DRAINAGE UNE ' l/ a ; 1 2 �' cn ��, 1 12 DRAIN--f\ N UGU -- - EXISTING UNDERGROUND UTILITY, UNKNOWN , . /- T r �I V - Y -�.A NE ,: t'2 STING RIGHT-OF U i T RM MH EXISTING . TO RM 6 G / 21 N •17 � � / � 8• moi'/ hY, �Q RIM=157 34 - EXISTING ,' CONTOUR LANE / © / tu 4 1 .1 E,?(1511M11G `� / I.E.-147.42' .--------- - EXISTING 5` CONTOUR UNE CO GRATE 3 / v v 3 8 21 1 WALk 1,8� _ 4� Q ^' �12» �� i� /, ��. CB GRATE �� • EXISTING FLOW UNE � O -137.61 13 G MOBILE OFFICE \ 3 1 "" 14 RIM-157.75' ® TELEPHONE RISER o 1 LE.-154.95' •. POWER RISER 890 SF � " I ,' 0 � . TRANSFORMER a o Q L 2 ,'\- ti \ , r 5ace O I :� 0 d `� / N • GAS VALVE Lu Uj nip •F: r 4 \ 7 1 �56 _ �•\ ,� �\ - WATER MANHOLE � � / , w"` \_ 9' / '` • - EXISTING A / 18' �\ '��• • •\ 1� 4 CB ORATE ,� MONUMENT FOUND S NOTED. � (/' (� �a 1 \. �► 2 3 i CB GRATE a - EXISTING FIRE HYDRANT :I RIM-157.33' 17 3 LE.�144.79' • - EXISTING LIGHT POLE ` i \ , I.E.-154.43 U � J 1__ •� 19 _� 7 1 �� i Q + EXISTING SANITARY SE�Nti�t MANHOLE � Q I 1�1f, \ �J ;: •- /' Ut;U UIJV Off. \ / i - EXISTING STORM DRAINAGE MANHOLE a / �Q /\ '!r 3 7 •_-- 7 2 1 '� �`'�' 18`3' m • EXISTING TELEPHONE MANHOLE Z O % ` �� GR ATF �, - EXISTING UTILITY POLE Q'' IP L4,• SS Wii'. . p d *' g ,45.9Q 2a t�O 3p c,`� or R!M-143.11 ^� �6 ^! I.E.+143:6y° r,\, 4 / �/ ® - EXISTING WATER METER I.E.-135,65 i� _ _ 19 A IKEA � / SS MHEXISTING WATER VALVE AA0NI 70p �. Q RIM-154.78' ��?: A • EXISTING IRRIGATION VALVE I C3' . � •' \ .� � 4 � •• • i LE.-140.81 GREE �xx 1 1 13 7 ® + EXISTING JUNCTION BOX HOUSE �r7� ! CB GRATE a - EXISTING TELEPHONE PEDESTAL OU,• \ 250SF O� 37 v � SS MH -163.44' GUY ANCHOR / �q / \ \\ 4• \�,�, Ti- 500 J TL 400 % N �� \ _ O 14 25.725 SF 0.591 ACRES�� 18,218 SF 0.418 AQAES '12 " ; / /'/ i� RIM-154.46 `PO 6 _ � + CATCH BASIN \ \;p /� �i DOC. N0. �' `� ��• I.E.-139.46' m Q - 1 i '!��• 920318121.,' L*�� 1 .A► GAS FINK C a - MAIL BOX 6= PROJECTfAMr_ 1 1` 140.56 \ 1, A 3 �, .a'� / _ ��}• 1' ♦ 0 `! ' ;�,•/ I `'• P - GAS METER i 9 2 a Q.�, �Q / CB GRATE - DECIDUOUS TREE lQl 12-29-06 REVISION 17EFt A� \ /¢ -183.77' - RIM-164.51" - CONIFEROUS TREE . / �a J`• \ w22 .�•• L (:TTY 1 ST REVIEW GIN AREA GRAIN OVERHEAD TRAFFIC SIGNAL CRATE ELEV.-141.15' 19 31 �1 TL 700 ,A \ ,'CB GRATE M -148.45' Q CB GRATE � 11 �i �,`a\ 21150.42 - INLET PROTECTION ..• I.E. DEMOLITION GENERAL NOTES m - SEDIMENT FENCE Du1 T1=: �of 2/08 \ \,� 1. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO 11. THE CONTRACTOR SHALL HAVE WATERING TRUCKS ON SITE TO PREVENT THE - FLOW LINE �-• j 0 FAMILIARIZE HIMSELF WITH DEMOLITION. GRADING, ETC. AND IMPROVEMENTS TO REMAIN. FORMATION OF ANY AIRBORI DUST NUISANCE. AND SHALL BE RESPONSItILE FOR ANY � - TREE � BE REMOVED DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY G'UIDEUNES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT CJ/EC� KSR SS MH \ 10 � OTHERWISE LISTED HEREIN THAT CONFLICT WITH THF CONSTRUCTION OF THE PROJECT. 12.EXISTING UNDERGROUND UTIUT?ES AND IMPROVEMENTS ARE SHOWN IN THEIR �---- g ` CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT }1PPROXIMATE LOCATIONS BASED UPON SURVEY INFORMATION PROVIDED BY KC • '� DRAWNBY. JRS RIM-146.16' �� SHOWN ON THE PI THAT MUST BE REMOVED. FAILURE TD DO SO DOES NOT DEVELOPMENT" NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS I.E.-133.82 . / �i RELIEVE CONTRAGfOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL REMOVE ALL ABANDONED .. i EX'STING U71UTIES ON THE SITE (UNLESS OTHERWISE NOTED). THIS SHALL INCLUDE 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL KNOWN ENVIRONMENTAL ALL EXISTING CATCH BASINS, MANHOLES, STORM PIPE. WATER PIPE, GAS PIPE, w PROJECT. 205179 � ..,; INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN SANITARY PIPE, AND CONDUITS THAT ARE NOT REQUIRED TO SERVE THIS PROJECT i� PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL v 48r ENGINEER ON EXACT AREAS OF CONTAMINATION, IF ANY. OR THE ADJDI,.iNG BUSINESS. ALL SANITARY AND STORM LINES TO BE ABANDONED OR STORM MH REMOVED SHALL BE ^ONE' AT THE PUBLIC RIGHT-OF-WAY. 4. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO RIM-150.26' LOCAL REQUIREMENTS. 13. ALL EXISTING REMAINING' UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF I.E.-143.59' WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY - 5• LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND RESTORED TO THE: SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE � CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF Tr1E CONTRACTOR A ' •' IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY TO DOCUMENT PRIOR DAMA(r-S. a STRUCTURES THAT ARE TO REMAIN. 8. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND 14. ALL EXISTING SURFACES AND SURFACE FEATURES REMAINING AND NOT MARKED FOR VEGETATION EXCEPT AS HATED. DEMOLITION AND/OR REMOVAL. INCLUDING SURVEY MONUMENTATION, SHALL BE -•-�� PROTECTED THROUGHOUT CONSTRUCTION. ANY DAMAGE DURING CONSTRUCTION C2 7. PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF' THE AGENCY ENGINEER SCALE.' 1=40" / TO FIELD LOCATE EXISTING UTIU71ES IN THE AREA. CONTACT CITY OF TIGARD FOR AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL. BE THE CONTRACTOR'S STORM MH IN-FIELD UTILITY LOCATE CONFIRMATION MEETING PRIOR TO START OF CONSTRUCTION RESPONSIBILITY TO DOCUMENT ANY PRIOR DAMAGE. RIM-140.23' STORM MH ACTIOTIES. 15. ALL EXIS' 40 TREES TO REMAIN SHALL BE ENCLOSED BY PROTECTIVE FENCING. THE �O 20 RIM-147.65' 8, DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE. SCHEDULE OF DEMOLITION" FENCING yIMLL BE INSPECTED BY THE CITY FORESTER PROIR TO THE COMMENCEMENT I.E.-142.40 TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION AND DUST AND NOISE CONTROL OF ANY SITE WORK AND SHALL REMAIN IN PUKE THROUGH CONSTRUCTION UNTILL MEASURES. AS REQUIRED. TO OBTAIN EXCAVATION PERMIT. THE CERTIFICATE OF OCCUPANY HAS SEEN APPROVED. 2ND SUBMITTAL. 4 CB GRATE 9• CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS. WALLS. FLOORS, AND 18, CONTRACTOR TO WORK WITH ADJACENT PROPERTY OWNER TO TRIM THE EXISTING -143.92' FOOTINGS, IN THEIR ENTIRETY FOR BUILDINGS MARKED FOR DEMOLITION. HEDGES SOUTHWEST OF THE PROPERTY TO PROVIDE ADEQUATE SITE DISTANCE. I.E.-144.17' 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE. :.. .... �".f•, -. ., ,...,, 4..._ :. .i'�..� . :..'�C' ,.�,.'e.y-lT''tT' .1�ill�f yZ,�y_, Tly ,; _ ... h'jq� ��. , • .e..a.om,.Aa.itr�.,7Y1Lr4!' f'.�f..,.y�yr,,,erWbr..:.'. w:.,.w•r....0 .. .'•a,.�urKMa•rrv•,. . �t.� - „ - • ... n rIM.C'w au .. .. ... .. ,.-.....- r.. - � _ _.-_.. ,v a „ r ^ (r�--fi 1�-11 ..,:.:, .. _T �I I �1i1 TAT � T "r�T . � � �` t � tlliiil•iIiIIIi •� trrl � illliiillllllll � '" "� � ,tr° Nt►.� °N i w� l�ulu�l uttuux, 1111 ull u1 u�lul uUlllii �uli �, ull 11 ll�lll 1 will Ul�lUl Ull�ull lllllllll , • . I e r a 'k , r .F I Sf PROF s, SITE CONSTRUCTION NOTE 4 9 9 4 _ __ --- -_-- U 1 CONSTRUGf TYPICAL VAN HANDICAP PARKING STALL WITH A.D.A. APPROVED SYMBOL AND N .r.�� .rte-.. .. ❑ G �► ;- --- -- SIGN, AND CONCRETE PARKING STOP (TYP). SEE SHEET' C7 FOR DETAIL. 14 I ❑2 CONSTRUCT TYPICAL HANDICAP PARKING STALL WITH A.D.A. APPROVED SYMBOL AND SIGN, Iij S * go 4• �'' a • AND CONCRETE PARKING STOP (TYP). ME SHEET C7 FOR DETAIL � S. _ b ( �• w 6. 0g Q CONSTRUCT STANDARD CURB (TYP). SEE SHEET C7 FOR DETAIL " 'I;• . -PARCEL III EXPIRES: 12-31-08 ' p 's.F1 �� 7'1$• 4 3 6 15'X15' © CONSTRUCT EXTRUDED CURB. SEE THIS SHEET C7 FOR DETAIL r.. 103x' SFWER ❑5 CONSTRUCT ASPHALT SECTION. SEE THIS SHEET FOR DETAIL. l / ❑ 3 1 _— ' ESM'T © CONSTRUCT d' THICK CONCRETE PAVEMENT WITH IMPACT SLAB. SEE THIS SHEET FOR t4 14 _� _� DETAIL 14 , �ai0 0 —LJ ❑ FOR CONSTRUCT HANDICAP RAMP WITH TACTILE WARNING PER ADA STANDARDS. SEE SHEET C7 / � 3 l_J CONSTRUCT ROCKFRY WALL SEE GRADING AND EROSION CONTROL PLAN FOR ELEVATIONS. n / * 14 10 SEE SHEET C7 FOR DETAIL ld� • S�' 11 f SEE ELECTRICAL PLANS FOR ALL SITE LIGHTING INFORMATION (TYP). q. 14 SEE ARCHiTEC-.URAL PLAN FOR BUILDING INFORMATION. ❑ Y, 1 14 * �„ , c+# r "�' 11 10 14 11 CONSTRUCT STANDARD SIDEWALK SEE SHEET C7 FOR DETAIL 0 _ / �► / '. > 12 12 CONSTRUCT 5' TRANSITION FROM STANDARD TO ZERO EXPOSURE CURB. (•� <: 13.20 i SEE ARCHITECTURAL INFORMATION FOR TRASH ENCLOSURE INFORMATION. �D " 11 i iti 14 21� 12 6.00' 14 SEE LANDSCAPE PLANS FOR SITE LANOSCAPEARRIGATION INFORMATION. n 21 _ w 39 15 SEE ARCHITECTURAL STRUCTURAL PLANS FOR RAMP/STAIRWAY INFORMATION. 21 TL 701 1d CONSTRUCT TYPICAL WHITE PAINTED -STOP- AND STOP BAR. SEE SHEET C7 FOR DETAIL. . 2 Z 17 INSTALL STOP SIGN. SEE SHEET C7 FOR DETAIL /� ' •°. 21 ti 1d SEE LANDSCAPE/ARCHITECTURAL PLANS FOR PLAZA DETAILS. 10 2 \ x,►� ❑ 1121 SW Salmon +' ❑ 'P' 113 INSTALL TYPICAL CURB STOP. SEE SHEET C7 FOR DETAIL Suite 11,47 h 14 4 � 10 12 � L 14 � LANDSCAPE ® CONSTRUCT ZERO EXPOSURE CURB. Portland, OR 97205 ,f9 „�o t:+f=, BUILDING A g EASEMENT 21 INSTALL 3' 1MOE TACTILE WARNING STF'IP. SEE SHEET C7 FOR DETAIL. TCI. 503.221.1121 � S /d .• 'r•' 3 S 4 ® EXISTING BUILDING TO REMAIN. FF:146.50 ;1 I- s89.34'S5"w\ Fax. 503.221.2077 17 �' 4-` ® END STANDIAO CURB CONSTRUCTION, BEGIN EXTRUDED CURB CONSTRUCTION. 4 ♦` 4 ® CONSTRUCT Y MADE CONCRETE DRAINAGE BLOCKOUT. J 4 11 14 ` 8 4 16 �� $' 9 SEF ARCHITECTUAL PLANS FOR BICYCLE PARKING AND EASEMENT INFORMATION. 0 $ 7 1 / 2 3 ® SPACE TO BE DESIGNATED AS A CARPOOL/VANPOOL PARKING SPACE 2 .�t1 ,5a 2 1 � • LL 4L 15.30' 7 .;: .• � � 26 b 7 1 Z X11. .•' � �` �00. I 14 • a 1S• • / 14 10 13.20' A`! ob AC b0 5.50' p \ \ 4 I , .. .•.it •.�,, .;+ i ` , fir • ( ;; r •- c� 4 14 5 9 FY 1D EX. BLDG. 9 * y. d ti"'\ FF:149.00 caysu�r�NTs • 14 ,� g 5.00 15 ! \\ 10 .• / 11 •• ti �' LTJ / 2 16 10.75' 2 t � �.\�• �� 9.45' © � / 17 / 7 12 21 * p 1 4 15 � a 1 5 21 BUILDING B 21 �b. B ,4/ /..' ` Q V Q CL � 4 /. . �� , // ,, \ ;` sr/ 1 4 $► 4q Q 12 FF.146.50 11.00' ♦ / r �y '� 1 oC O •► / 5.50 w W LL W6 \ \ 10.75 DE A �� \ Z 0^ 15.00' PROPOSED\ \ '� \ � . 11 , '� ix MANENT ACCESS 10 2 !�` O '� / EASEMENT TO OPUS- 17.00' PROPOSED-7 / \ \ � ' / U•I / PERMANENT ACCESS X\ \�\� dor •.� s , �\ EASEMENT TO B&R j / .�\ ; 7 44 / \ Q 15.00' PROPOSED \ \ x�, sA60r ^ LAL PORARI INSTRUCTION \ /"�4 , t4 A �j��. S'!!�0 I..•:�.• / O EASEMENT/ /15.00' PROPOSED \ \\ ' • �t� 'k'L i / / Q' / / PUBLIC SANITARY \\ :h O '"`/ / ►�/ EASEMENT 4 • �, .lit �'/ 4O.W EXISTING q ` Q, ,�0 4 , •,,, / UTIUTY EASEMENT \ '`� / PROJECT NAME X. BLDG. TL 700 1' \ , \ \ �,c�► / /, . LEGEND IDI 12.29-M REVISION PER 15.00' PROP \ \ a \\ •.� / / / CITY IST REVIEW PERMANENT ACCESS \ j PUE PROJECT BOUNDARY / /2.5' /15.00' PRIVATE EASEMENT T6 OPUS \ ` . ��\ /.�. EXISTING RIGHT-OF-WAY LINE / 15.00' PROPOSED \\ �'','' \ 4 — 3" ASPHALTIC CONCRETE (2 LIFTS) STORM EASEMENT TEMPORARY CONSTRUCTION EXISTING CENTER LINE -- / EASEMENT \ \ \�' \ b / / ;�'� 12' GEMENT AMENDED SOIL /40.00' EXISTING CITY \ .* \�\ / S EXISTING SIDEWALK UNE ---- - L UTILITY EASEMENT \ \ \ 94 ROW ` COMPACTEiI SUBGRADE OR FILL 3 / CATr TO 95% PROPOSED CURB UNE I 2'5' \ / 15.00' PROPOSED \\�` 'N� \ / �.!.' / TRAFFIC PAVEMENT SECTION PROPOSED BUILDING UNE l� PUBLIC SANITARY \ ` — 8 STORM EA / EASEMENT \ N / �' *PER GEOTE'�HNICAL. REPORT RECOMMENDATION PREPARED PROPOSED SIDEWALK UNE \ / 17.00' PROPOSED \ \ ` BY TERRA ASSOCIATES, INC. ON 12-7-05 PROPOSED CONCRETE ,e PERMANENT ACCESS 3 \\ 17 / :• I DATE: 10112106 •:;" ,^' "� '' 6" OF PORTLAND CEMENT CONCRETE PROPOSED LIGHT AC EASEMENT TO BdeR \ •�•;i`::::. ++::•�: :• :;l:•.� 12' CEMENT AMENDED SOIL PROPOSED SIGN • I CHECK:KSR COMPACTED SUBGRADE OR FILL I DRAWN BY: BJT TO 9571 EX. BLDG. / l PROJECT. 205179 CEMENT PAVEMENT SECTION NOT TO SCALE .01 ASPHALTIC CONCRETE PAVEMENT ..� / \ / (SEE PAVEMENT SECTION FOR THICKNESS) �p •� / / 15.00 PRIVATE ,� " STORM EASEMENT \ / •5 1.5" 2.0 ^) 2.0' N3.a" CONCRETE SCALE. 1`_40' •7 \ / 1�� '; L S'� .�1 ` i;y}, C� '� ,�, '!*,i� 8.0" CEMENT AMENDED SOIL 4.0 20 0 40 ' \rOi9O COMPACTED SUBGRADE OR FILL 2N® SUBMITTAL Qvr"O.-OwLas*vft s.ft ro 951< / CONCRETE WALK/IMPACT SLAB SECTION NTS • .... '. 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STORM MANHOLE NOTES STORM CONSTRUCTION NOTES PRDil STORM CLEANOUT NOTES 4w 4� (49- DIA, SDWj7 148- • 1 INSTALL 173 LF OF 10" PVC STORM SEWER LINE 0 SL-0-005 5.23 4.57 4.73 RIM: 142.96 IE (10"): 142.07 IE (10*): 142.00 IE IN (IO'N): 141.41 IE IN (18"NE). 137.44 INSTALL 58 LF OF 10' PVC STORM SEWER LINE 0 SL-0-017 b ( , N iiE IN (',O'NW): 141.41 IE OUT (12'NW): 137-24 INSTALL 152 LF OF 10* PVC STORM SEWER LINE 0 SL-0.010 09 `-PARCEL Ill JE IN 110* E); 142,22 IL OUT (18* SW): 137.24 15'XI5' mi.Q&.57 M=M-."?44.94 IE 00 (128S): 141.21 09. SEWER IE (10'): 141,84 IE (6"): 138.64 (48- Di& S. nuH#2 (43--ML) INSTALL 135 Lf OF 12* PVC STORM SEWER LINE 0 SL-0-005 G) INSTALL 3U LF OF 10' PVC STORM SEWER LINE 0 SL-0-015 ESM'T WM45.42 RIM: 144.89 .74 @ EXPIRES: ".2-31-08 CB GRATE 13 r4M. .30 IE IN (120N): 140-54 IE IN (12 NW): 134.52 INSTALL 112 1 F OF 12v PVC STORM SEWER UNE 0 SL-0-005 141-28' IE (10*): 141.97 IE (6-): 143.07 lE IN (IS'NE): 136.48 IE OUT (12'SW): 140�34 JE OUT owsw); 134.32 10 (D INSTALL 6 LF OF 11' PVC �-,ORM SEWER UNE 0 SL-0.400 14 WV45.56 SOMHO (48 I-W- SDMHjfi (48 INSTALL 259 LF OF 15 PVC STORM SEWER LINE 0 SL-0.005 IE (10'): 139.25 IE (6-): 140.2a RIM:1145.67 RIM: 141.30 @ 07 X IN (12"NE): 139.78 IE IN (I aNE): 132.33 O INSTALL 57 LF OF 10* PVC STORM SEWER LINE 0 SL-0,064 15 soc= Mm- 145.10 RIM: 145.48 IE OUT (12'NW): 139-58 IE OUT (18"E): 132-13 10 INSTALL 56 Lf OF 10* PVC STORM SEWER LINE 0 SL-0.007 IE (10'): 140.73 IE (6*): 140.25 SnlMHJj (49- DIA- SaUH410 (49" A I 96 RIM: 141.15 INSTALL 183 Lf OF 10" PVC STORM SEWER LINE 0 SL-0.007 SDCM SQ= RIM: 145-06 8 M: 45.04 RIM: 145,24 IE IN �10'0: 140.70' IE IN (18"NE): 131.56 INSTALL. a If OF 10" PVC STORM SEWER LINE 0 SL-0.053 IE (10'): 139.68 IE (6*): 139.32 IE. OUT (18-SW): 131.3a @ L IE IN 10"NW): 142.3.1 INSTALL 15 LF OF 10* PVC STORM SEWER UNE 0 SL-0.020 • smoil A IE OUT (1 2'S): 140.57 WMHIP 1 (411- QJAJ @ RIM: 144.63 RIM: 145.76 9 (4a- DIA, . U: 141.10 INSTALL 93 IF OF 120 PVC STORM SEWER LINE 0 SL-0.000 IE (10*)- 13&69 IE (6"): 142.03 RIM: 45.01 IE IN (18"NE): 129.32 IE IN (18 SE): 129.32 (STUB) @ INSTALL 40 If OF 10" PVC STORM SEWER LINE 0 SL 0.049 / / IE IN (12*N): 140-02 12 39 IE OUT (12*S): 139.82 IE OUT (24*SW): 129. INSTALL 275 LF OF 12" PVC STORM SEWER LINE 0 SL-0-006 / _ / \ » \ TL 701 $SHEET SHEET C8 FOR CLEANOUT DETAIL IE IN (6*E): 140.02 to SnMhj§ * gjk� INSTALL 40 LF OF 10' PVC STORM SEWER LINE 0 SL-0.074 CS GRATE- RIM: 144.545 18 INSTALL 40 LF OF 100 PVC STORK SEWER UNE 0 SL-0.071 E IN (12'NE). 138.17 140-31' IN IN (12- SINSTALL 76 LF OF la* PVC STORM SEWER LINE 0 5L-0.007 /� v ;� ti0 \� i Q 13a.29 IE OUT (150SW'): 137.97 INSTALL 6 LF OF 10' PVC STORM SEWER UNE 0 SL-0.610 *SHEET SHEET CS FOR MANHOLE BUILDING A STORM CATCH BASIN DATA INSTALL 27 LF OF 12* PVC STORM SEWER LINE 0 SL-0-010 1121fifsalmon Sidie I W INSTALL 15 LF OF 12* PVC STORM SEWER LINE 0 SL-O.fjl'J FF:146.50 265 Portland, OR 97. • s0cm RIM. 144.10 RIM- T4.20 @ INSTALL 202 LF OF 18' PVC STORM SEWER LINE 0 SL-0-010 4 TeJ, 503.221.i!21 17 r IE OUT (10'SW): 142.27 IE OUT (IJ"NE): 142.37 SCJ INSTALL 55 LF OF 18' PVC STORM SEWER LINE 0 SL-13-010 Fax. 503.221.2077 s0cm snrgjg @ INSTALL 229 LF OF 18' PVC STORM SEWER LINE 0 SL,-0.009 .55 ki-M-.-F44.50 3 RIM: 144 INSTALL 17 LF OF IS* PVC STORM SEWER LINE 0 $3-0-014. SEE odjf 4*w IE OUT (10 SE): 142.72 IE OUT (10"E): 142.67 OFFSITE IMPROVEMENTS FOR WORK IN THE PUBLIC I) MGM RIGHT-OF-WAY. 0 TRIM: 144.50 RIM44.27 INSTALL 8'xld* PRECAST WATER QUALITY VAULT BY STORMWATER 3W . / / / n �. ♦ IE OUT (10 NW): 142.67 IE OUT (10 SE): 142.44 IE IN: 136.07, IE OUT: 134.67. z • INSTALL 48' STORMWATER 360' STORIMGATE HIGH FLOW BYPASS SDcm 16MANHOLE. SEE SDMH#7 FOR INVERT AND RIM ELEVATIONS. ---T4-4.5,3 RIM: 144.10 IE OUT (10*SW): 142 70 IE OUT (10"S[): 142.27 ' INSTALL 38 _F OF w PVC BYPASS STORM SEWER LINE 0 SL-0.020 STORM Mm - INSTALL 42 LF CW G* PVC 0 t2-.010 MIN. SEE PLUMBING PLANS RIM-139.99' 2 FOR CONNECTION AT BUILDING. I.E.-134.24' A RIM: 143.40 RIM: 143.00 z IE OUT (10"NW): 142.57 IE OUT (10*SE): 141.17 31 IFUNUSC. STALL 3 If OF 18" PVC STORM SEWER LINE To 13E CAPPED FG4 TURE SEE OFFSITE PUBLIC IMPROVEMENT PLANS FOR ALL OFFSITE STORM RIM: 142.70 RIM. 148.40 IMPROVCMENTS. IE OUT (10*W): 140.87 IE OUT (10"E): 142.98 PROVIDE STUBBED 6' PVC PIPE 0 SL-.005 MIN FOR EASTING / `` •.•!�.: av C /3 • EX. E BUILDING ROOF DRAIN CONNECTION. 0 'a•;' \ \ INSTALL SUMPED CATCH BASIN WITH DECORATIVE COVER. FF:149.00 M__M- T4_4.4 0 0 CONCRACTOR TO INSTALL 12"02' SQUARE IRONSMITH PEDESTRIAN IE OUT (IOrNE): 142.57 RATE) 'TWEED" STYLE GRATE OR OWNER APPROVED EQUAL INSTALL 91 LF OF 60 PVC 0 SL-.010 MIN. SEE PLUMBING PLANS d� / per\ k= *SHEET SHEET CS FOR CATCH BASIN DETAIL. FOR CONNECTION AT BUILDING. CONSULTANTS INSTALL 50 LF OF 6" PVC 0 SL-.010 MIN TO CONNECT INTO OTHER LATERAL CONNECTION TO CA.11,10PY OVER ENTRANCE AND FLOOR STORM MH �RIM-157.34 DRAIN AT CANOPY. SEE PLUMBING PLANS FOR CONNECTION. 1c-147.42' INSTALL 41 LF OF 6" PVC 0 SL-.010 MIN. SEE PLUMBING PLANS C9 MATE s7u-. 3L 717 39 FOR CONNECTION AT WLDING. -137.81. -7 SAN: 112 BUILDING B G8 GRATE INSTALL 110 LF OF 6" PVC 0 SL-.010 MIN FOR CONNECTION TO I.E.-135.23' RIM=157.75' CANOPY OVER ENTRANCE AND I FLOOR DRAIN AT CANOPY. SEE FF:146.50 • PLUMBING PLANS FOR CONNEC ilON. a •% 19 00 IE-154.95' INSTALL 61 LF OF 6" PVC 0 SL-.010 MIN. SEE PLUMBING PLANS uj ca 4) > FOR CONNECTION AT BUILDING / \ - 40 •: +' V / O INSTALL 40 LF OF 6' PVC 0 SL-.010 MIN FOR CONNECTION To Q \ ♦ \\ �' / �` \ CANOPY OVER ENTRANCE AND FLOOR DRAIN AT CANOPY. SEE % PLUMBING PLANS FOR CONNECTION. Z cc a B GR 41 INSTALL 61 LF OF 60 PVC 0 SL-.010 MIN TO CONNECT INTO OTHER >. z / / \ \\ / ` S/ ,� ' •00' / �� RIM-157.33 LATERAL FRJM BUILDING. SU PLUMBING PLANS FOR CONNECTION AT IE-154.43' BUILDING. (Z 0 am 41 INSTALL 40 LF OF 6* PVC 0 SL-.010 MIN FOR CONNEC71ON TO 84*0 wLU .&OW PROPOSED\ IE SM Lu CANOPY OVER ENTRANCE AND FLOOR DRAIN AT CANOPY. SEE LL. Ix • ANENT ACCESS A- /W SAN: Ila PLUMBING PLANS FOR CONNECTION. FASLJWENT TO OPUS (0) C) ♦ uji tu SDMH 00' PROPOSED' 17.01Y PROPOSED 4ANENT ACCESS FASEMENTTO OPUS PERMANENT ACCESS SDMH EASEMENT TO -Bkfg x ca 15 %,< A a: ,W PROPOSED 9 ol 17.00' PROPOSED Z CONSTRUCTION 6 PERMANENT ACCESS 00, mW PROPOSMED PUBLIC SANITARY S - EASEMENT TO *B&Rj MOO' PROPOSED EASEMENT PORARY CONSTRUCTION UiZ EASEMENT A 5.00 PROPOSED SEE CONNEC IM MPUBLIC SANITARY PUBLIC SYSTEM ON EASEMENT I&00` MATE 40.00' EXISMC STOW EASEMDff U71LJTY EASPAENT �\\\\ \\ \\\ ,/ / �' , / v / \\ \\ \ \ / �/ •' �,�'(� GA `C" B GRA TL 700 Am CO 140.56' ANE 5PROPOSEk- PROJEC7 NAME 8.00' PUE PERMANENT AM= X. BLDG EASEMENT TO OPUS DG 1'3.00' PROPOSED 12-29-06 REVISION PER TEMPORARY CONSTRUC711ON Z CITY 1ST RE VIEW LEGEND EASEMT 4 A, W E)UT14G 2 5' 15.00' PRIVATE 40. Cal TY 01 STORM EASEMENT PRORM BOUNDARY LJNIE UTILITY EASEMENT PROPOSED CURB LINE TI CB GRATE PROPOSE O WATER LINE X,w 15.00' PROPOSED RIM-150.42'I.E.-145.00' PUBLIC SANITARY PROPOSED WATER METER BOX EASEMENT PROPOSED FIRE HYDRANT 17.00r PROPOSED PROPOSED FrL DEPARTMENT CONNECTION PERMANENT ACCESS 5.W PRIVA PROPOSED SANITARY LINE EASEMENT 70 18W STORM EA POSED SANITARY CLEANOUTDATE: la'12A)G PROPOSED SANITARY MANHOLE K�OPOSED STORM LINE pCrjLrD STORM CLEANWT 0 1 CHECKKSR PROPOSED STORM MANHOLE STORM MH PRA�WBY- BJT PROPOSED STORM CATCH BASIN I RIM-1 50.26' PROPOSED 811"w Limi I.E.-1 43.59' EX. BLDG. PROJECT.- 205179 PROPOSED SIDEWALK LINE EXISTING RIGHT-OF-WAY LINE EXISTING CENTER LANE .01 EXISTING SIDEWA12< LINE _ EXISTING SANITARY LINE sS_ 15.00' PRIVATE STORM EASEMENT 00STING SANITARY MAMCLE C / / / EXISTING STORM LINE STORM MH EXISTING STORM MANHOLE RIM-147.6 C5 I.E.-142.40' EXISTING STORM CATCH BASIN CB GRATE \s`J/ / / 31 x RIM-145.92' EXISTING WATER LINE W OZ/ STORM MH E)OSTING WATER METER Ed I-E.-144A7' RIM-140 23 40 20 40 5 of Xl IE:128.69 EXISTING WATER VALVEa 2ND SUBMiTTAL EXISTIW FIRE HYDRANT STORM CONNECTION TO PUBLIC SYSTEM 1•:40' ............... • I Ni! do fillf if I Tj I 1p ITTI'l j �' 1 I M I 1 � I 1 � I 1 I l iii T ter V I ' ' A 7 3� 9 10 11 421 No.36 9 A All. y:a 'a r,. SANITARY NOTES l Q SANITARY AREA DRAIN NOTES v INSTALL 107 LF OF 6' PVC SANITARY SEWER i.NE i SL•0.010. GON TIE INTO EOUSTING MAN14uLZ a IE-135.45. w N (2 INSTALL 253 U' OF dr PVC SANITARY SE WR UOE i SL-0.012 .. ( �� k 0@. `- `V L IE OUT d� 1 RKY: 144.45 INSTALL 89 LF OF d' PVC SANITARY SEWW_R UNE �0 SL-0.020 �.�''� //{/ s, 1 (ONE): 42.40 IE OUT (d S). 143.35 4 1 \� ANSTALL 47 LF OF d PVC SANITARY SE-AR UNE i SL-0-020 .� _ y EXP`I[t�S: 12-31-08 PARCEL III SEE SHEET C4 FOR AREA DRAIN DETAIL INSTALL 106 LF OIF So PVC • BUON;••141.50. SEE MECHANICAL PY IIS FEMUR INE 0 SL-0.010. 1 ! SEWER CONNECTION INFORMATION. .1 V (: • I I I I Q ESM'T © INSTALL 20 LF OF d' PVC SANITARY SIEWER UNE i SL-0.020 SANITARY CLEANOUT NOTES (2) wsTALL 35 LF OF d" PVC SANITARY SEWER LANE • sL-o.o20 INSTALL 100 LF OF d' PVC: SAMTARY SEWER UNE • &...015. L �} 71E INTO E:OQ57ING MANHOLE O IE 134.13. ISM: 144.36 4414 Q INSTALL 99 IF OF d' PVC SANITARY SENM UNE O SL-.015 ' I �--_ E (6"): 139.!13 HE (d'): 142.41 INSTALL 2d LF � D• ' ® OF 6 PVC SANITARY SEV" LANE • yl•.01 S. IE In/ �__- ,` ••.. i BLDG-141.50. SEE MECHANICAL PLANS FORBUILDING GV 3 `� 1 45.56 RIM: 145.87 CONNECTION INFORMATION. .,, (d"): 141.11 IE (6'} 140.43 (a) E)OSTM SANITARY CONNECTION TO D OSIING, BUILDINQ CONNECTION TO BE F7ELD VERIFIED AND REMAIN IN PLACE. •. A. � a 1 IE (d"): 141.70 WATER NOTES 'SEE SHEET Cd FOR CLEANOUT DETAIL 1CONNECT INTO ENLISTING 12' WATER UNE USING d" HOT / �•- A 4TAP. WORK TO BE COMPLETED UNDERPFJt<rNT IN SEPERATF n SANITARY MANHOLE NOTES ACCORDANCE WITH PUBLIC wPRONEMEINT PLANS. 4 TO CONNECT K4E),ISTwG 12' WATER UNE USING 4' HOT / / I a& TAP. WORK TO BE COMPLETED UNDER SEPLRATE PERMIT IN ZF /� / �\ .d RM: 143.72 RMI: 48.57 ACt)7RDANCE WITH PUBLIC IMPROVEMENT PLANS. ' E IN (d"N . 137.12 IE w (d"N : 140.63 2.5" METER SEMG£ ASSEMBLY (COMPLETE) TO BE INSTALLED � / •" E iN d'W 141.30 IE IN d"Et. 140.46 UNDER SEPERATE PERMIT FOR IN ACCORDANCE WITH PUBLIC 111]SW Salmon 0 -� \ IE CUT (6 S): 136.92 IE OUT (6 S): 140.2"5 IMPROVEMENT PLANS suite 100 /2 / �' .•` ` -� 1 �\ lel O INSTALL O" DOUBLE DETECTOR CHECK WITH FIRE PGFIId Uli 97205 / r0. 43.66 DEPARTMENT CONNECTION FDC ,yJ DUSfHYDYDRMNT"- / ,` 1 IE IN 135.46 SHEET C9 FOR DETAIL ( ) ( SEE Tel 303.221.1121 BUILDING A IE w �G-Ny 6"WE 13L13 O INSTALL d" DUCTA.i IRON IRE LINE TO BUILDING VATH Fax. 503.221.2077 b d DOUBLE CIHECK ASSEMBLY (OOMPLETE . SEF 9NEET FF:146.50 r • \\ IE OUT (6'S): 136.65 (EOUs11KNc) C9 FOR DOUBLE CHECK AS5EIBLY INSTALLATION DETAIL h --•••�__ 'SEE SHEET C4 FOR MANHOLE DETAIL O INSTALL 3" DOMESTIC WATERLINE TO BLIILDINc WITH 25' DOUBLE CHECK ASSEMBLY (COMPIETF). SFt SHEET C9 FOR TARP / - U 8 1d 11 ♦ OOU9LF CHECK INSTALLATION DETAIL- 0 / M BE REPLACED AS A PA T/ ` b0 FIRE,OF THEGPUBUCHYDRANT EI IMPROVENTT PACKAGE SEE OFFSITE z / PAIN / ♦ T G DOMESTIC WATER CONNECTION TO DUSTING BUILDING. DUSTING FlRE O CONNECTION TO BE FIELD VERIFIED AND REMAIN IN PLACE. HYDRANT�.. / DUSTING WATER METER TO BE RELOCATED AS A PART OF v PUtI1JC IMPROVEMENTS. SEE OFFSITE PLANS. a Y ':• ♦ ( 10 INSTAL. 1.5" IRRIGATION WATER METER. SEE LANDSCAPE �• ' PLANS FOR BACKFLOW INFORMATION AND DETAIL 0 • J / ` `• Q / \ 11 PROPOSED FIRE DEPARTMENT CONNECTION (FDC). INSTEIL. 4' UNE FROM MECHANICAL. ROOM CONNECTION BACK TO FDC. / / .•• '% LINE MECHANICAL PLAN XOR MORN: %*ORMATKON. i INSTALL 90' WATER LINE BEND WITH THRUST BLOCKING PER 1 - ' 4( c' CITY OF TIGARD STANDARDS. SEE SI-CET C9 FOR DETAIL / r t . :, y , ' j •,•,' v 14 ��• s`\ 1 •.ti/ Q INSTALL 45' WATER UNE BEND WITH THRUST BLOCKING PER 0 � �- / CITY OF / T_ -� �'� "• •� . ' s � / TIGARD STANDARDS, SEE SHEET CO FOR DETAIL �-12- T �• o,, < \ o / EX. BLDG. / / O INSTALL LL TIWGAWRDATER UNE BEND I� srt Ca FOR PER ccwSU.TAMrs \ FF 149.0CITY DETAIL •' p Q INSTALL AN 4'x6"u6" TEE CONNECTION WITH THRUST 9 r' BLOCKING PER TIGARD STANDARDS. SEE SHEET C9 FOR ;. • pJ \ \ 4 �. DETAIL. EXISTM FINE / / �� 16 PROPOSED PRIVATE FIRE HYDkAJ4T (COANL•ETE). SEE SHEET / o / ' .• 1' °� \ // CO FOR INSTALLATION DETAIL NVORAINTd / t \ \ ( Q INSTALL WATERLINE UNDERNEATH STORM LIE WITH A ] "•�, ,�• •• ,, ., ,A \ � ' ; G ' / MINMMUM 1' SEPERATION. ?101 uj / BUILDING B �� \Z' \ ' ' N: 141.221A �• 1 4,,00�`�'U K a � o 10 7 / .. `�:�/ UTILITY NOTES a Lu %,` ♦ /\j '� , . .' \\\ �/ Q� 1 UNDE1tQlOI11N0 FUNNIER UNE TO BE INSTALLED BY POE W W O U11UTY VAULT TO BE INSTALLED BY PGE ul ul O / .� ♦ 4 / 1 , , \� 3O U11 W POLE TO BE UVE..TED BY POE 16.00' PROPOSED\ �vm �`� % \ t,` T ACCESS \ y `• / / ,.. 4 • / �� ' SP) LE9fM8Q EASEMENT TO OPUS ! o •� :' tt�( /� a cc SS MH O` PROPOSED BOUNDARY UNE ••�•�-� q c q / Z RIM-143.11 I. .•-135135.65' co�A \ / �� / PROPOSED CIORB LINE / / \ C d X"W 1PEA1 fEJMT /ig X\ \ \ �'o ' /r y PROPOSED WATER LINE �••��/ SS MH EA�EJMT 70 "BdRJ / \\ ♦\\ \\ Cao �• ' ..,'• / PROPOSED WATER METER BOX 1600' PROPOdEp � \ •\ � \,[� / \ •�.. RIM=154.78' Y /ate CONSTIMUCTIOIN / / \ \ \ /`' ;. � /.•,.. / �� 1.E. 140.61' PROPOSED FIRE HYDRANT EASEUENT // / /16.001' PROPO�L \' \ \ ` \ .c \ ?�-'` PROPOSED FIRE DEPARTMENT CONNECTION PURR SANITARYMH\ \ ♦ \ /\� PROPOSED SANITARY UNEEASEMENT --- HIM=154.46' PROPOSED SANITARY CLEANOUT 0 PROPOSED SANITARY MANHOLE\ / 40.001' 0037M aT'f�j•, \\ \\ .� / /! .► ' / / , `' PROPCSED STORM UNE PRa ECT NOAW / U71UTY EASEMENT \\ \ \ \ , D / .. PROPOSED STORM CLEANC JT 0 TF. 700 \\. \\\ \\ / PROPOSED STORM MANHOLE 0) 12-29-M REVISION PER PROPOSED STORM CATCH BASIN 0 16.00' ,\ • \ \\ \ / d.00' PUE / • / CRY IST REVIEW PROPOSED BUILDING LINE PERMANENT ACCESS \ \ .` \ '• O1-18-07 REVISNO�NI PER EASEMENT TO OPUS \ \ ♦ /. !. �� PROPOSED SIDEWALK LINE CITY 2ND REVIEW OOPfs'IRUCiK81 -�- \\ \\ � \\ \\ � :. '`� .y5 / `'� DUSTING RIGHT-OF-WAY LINE I l EASEMENT EXISTING CENTER LINE X40.00' OUSTING CITY \ \\ \ \\ � � -... � DUSTING SIDEWALK LINE - I U71LITY EASEMENT \ \ X \ \ \ \ O 71 DUSTING SANITARY UNE SS - X 1'5.00' PROPOSED EXISTING SANITARY MANHOLE 0 I PUBLIC SANITARY �/ t �' EXISTING STORM LINE -SD- - EASEMENT \ \ \ . / m I \ g DUSTING STCORM MANHOLE 17.001' PROPOSI D \ \ > DUS7INC STORM CATCH BASIN I DATE: 10N247d PERMANENT ACCESS g EASEMENT 1D "SNR" 5S MH \\, \\ y„ 13X1 - --- ----1---- --11 _ --- ---�---- ---_..-- -- EXISTING WATER LINE W -- 1 CFIECK KSR RIMp148. 9JR ACE D 16 "\ PF, PAl�KING EIUSTINR WATER METER Eg I.E.-133.82' ---�- EXISTING WATER VALVE � I ORAWNBY.' BJT DUb7NCi FIRE .•r /' `---- DUSTING RK HYDRANT �•- HYDRANT / -_-. - -- 140 PRQIECT. 205179 U EXt',71NG 4' PROP STORM PR d" �■�► 3 SA ITAR LINE UNE CIr NGS S►VNIT Y UNE m 17 "> -WON •t � ��yy ��r �/� 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+90 10 0 40 ® PUBLIC SANITARY PPOFILE 2ND SUBMITTAL .»• .w SCALE: HORIE 1"-40' VERT: 1"•10' t t �jl!T .,• T 1 t]N' 1 N ►�r 1 t l�t T t i 1 1•t l i N 1 1 ! ► t t ! N t t t I t I I 1 N 1 1 1� 1 Illi i Ilii 1 ` >• � l I I I � I 121 1 I > III I ( I 1 111 111 1 � 1 111 ISI ill ISI No.38 I' y� r41:,-. �� 111111 I IIlI11l.. ll�lll 111 llIl uil�l I�LIIWI�u�luu �iui�i� • .a. 4 low - .-w,:,.•.wr �w..w�w.wn..a..r rax.arc......�.s,.�..'t�waMr.•,.•..+n..-r_. ...ar.•as..lt:. +r,.wrrs._.-•..w.. -.�U.+�•.'-.w•!--+.+R.....•e.e.Mc9....... .... _ ,,,...„. ..:awn..rm:,.....wwwww•.n.:.+�:owru wn-w.yww....r,.,sne.++qr.N-».....slrwr.:. _...*tr..wuars. .....n.-..,,...-.- : ....w..w•.�r. i .,. .....�rR+A.'.s7.a++++vwaax...w-• :. -�..� .,......_y,,.�•....... •, - r ..0 ..�.- ^`. y, t •. w +•.•:7 +f .� .1K'1+w+c/IuIMMI.Jfe.is+ri•:�x+•A ^-r�--- �7.. JCI 3L 5�..+.MOAM+MM1..C�r`•.+L'IY1:c 'a.'.'i..mtlsu.'d.. 'Ndn.'94Y...NIAAM:W"rn�•+•�W.fMW � ....";..M" - - .....rZl�l�lffralt._ ...... _.L•. • -.. -i. i - ... .. w _. ". - ...r .. .,., ' r • , .... ..-. ..... ».p.. 4 - ... .. !- .n .-.a.1'• ^:4 •y r F G IN CDITER OF ORIVE LANE. �2 40 WIDE STRIPE 22'-O` LONG. DRAIN SWALE FOR � � ►. SURFACE WATER r 1 •F- GAY 09ALUMINUM SIGN . 1.4 Ong T 1310' WIN BACKGROUND. S. cr PLATE 3'-G w 1 HIGH BLUE LETIDWS I9.00' 00' -r -d 3/B' AM BORDER, BAKED DIAMEL' EXPIRES: 12-31-08 MIN. MIN. r;, Eli ., ENGINEEREDSILT �) - s 13DFILL GALVANIZED STEEL. POST n 2 GE07EXTU 17.00' @ 3K 30 STRIPES • 2' O.C. IS W = BACKFILL 30 TO � � PAIN VAN ACCElIIBI.E SIGNHAINDICAA $VM@OL NiNIN 0.40 DIA __L b. 4" CRUSHED TYPICAL HANDICAP SIGN 2 gA1M BLE BACKGROUND0.20 /, I-_Z �• r .�.. map HOGHT I ILL- t SCALE 1:1 A MIN�NWRApPPE�'D�W PERFORATED NON-WOVEN PVC PIPE GEOS N ETIC WANDAM TY!'ICAI. $T4P BAR C�ET�L AL TFx,NCATr�D DOME WAIN APPARENT OPENING SIZE EQUIVALENT TO 9'.00 d.00' 8.00• NOT scA� fmm WID • MIN U.& STANDARD N0. 70 SIEVE SIZE. DAYUGHT TO �`'`� CIWUSHED ROCY. x-- 12ROAD OR PAVEMENT. I - I e• ~ LEWL*4G PAD "•ATHSCALELE 1:20 2,-O M�+ 2.00 SQUARE GRID FIRST COURSE OF T `666 ROC( StATED INTO IT y � r I WARN SUWACE &d(e 100 n tI v '• Portland, 4R 972C5 �• 1. THE " "VIDUAL CONSTRUCTING THE ROCKERY WALL SHOULD BE EXPEIWN:ED IN THE MAXIMUM ROCKERY HEIGHT SHOULD BE NO MORE THAN 17. (INCLUDING yp� �yC ROCK CONSTRUCTION AND HAVE COMM'I..I:TED AT LEAST 50.000 SQUARE FEET I�• �� TI & �� P �� A� IJVIrG� OF ROP Y WALL- - 3 STRIPES • 2 D.C. NOT TO S Id N.T.S. _ - - -- Far 503.221.20117 2 THE CONTRACTOR SHOULD USE SUFFlf2ENT IAYDOMAN SPACE TO ALLOW '>T " � >r-10r s �' WIDE PAINT � am OUAUTY - TYPICAL HANDICAP SIGN STIaPE TYaNCAt SELECTING AMONG A NUMBER OF ROCKS FOR EACH SPACE IN THE ROCKERY TO n BE FILLED. ROCKS MANr,3fN 00 HOT UATCH SPACES OFFERED BY THE PREVII ALL ROCK SHALL BE SOUND, UNWEATHERED, WEATHERING RESISTANT, ANGULAR STANDARD CURB (2' o o° 0°0°00°0°o°o°a o 0 0 o a o 0 0 0 0 0 0 0 0 COARSE OF ROCK SHOULD BE REJECTED. ROCK M1l1ST BE ANGULAR. TABULAR. QUARRY ROCK WUAM A MINIMUM OF ASO PCF DENSITY. ROCK SHALL BE SOLID OVERHANG) . OR SEIM-RECTANGULAR 'SHAPED; ANY ROCK OF BASICALLY ROUND FORM SHALL WITHOUT Ih7�!:AL FRACTURES. THE LONGEST DIMENSION OF ANY INDIVIry-';�l11'.60,0200 0 0 0 0 0 0 0 o a o 0 0 0 ° 0 0°o°o°c °o°o°o°o°o°o°o°0 o NOT 8E USED. ROCK SHOULD NOT EXCEED THREE TAMES ITS SHORTEST DIMENSION. ocouooa000° 0°000°000°0°0°v0000°0° x00 O a 0 0 0 0 o p o 0 0 0 0 0 o a o' 3. PLACE FIRST COARSE OF ROCKS ON A 6`-THICK COMPACTED CRUSHED ROCK o o u o 0.0.000.'0'.0 0 0 0 0 0 0 ° x 0 0 o n o o a o n o 0 0 0 o a o o n o 0 o a o 0 PAD AS SHOWN ON FIGURE 1. MARE FULL CONTACT BETIWEEN THE ROCK /AND THE MOST IMPORTANT DWAENSION IS THE HORIZONTAL WOTH OF THE ROCK opo 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 o 0 °°o°o°o°°°°°°°°°o°°° ouo°o°o°o°o°p°o°o°o°a° o°o°o°o° Z 4 U°O°p°O°U°U°O°O°000°O°O° O°°°O°O°O°G°°°O°O°G° O°O°O°O°O° • 0 0 0 0 0.0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 THE CRUSHED ROCK PAA WMGT MAY REQUIRE SHAPING THE PAD SURFACE OR kjEASURED PFJRPENlDICtAIAR THE RETAINED SOIL. 1FIE MINIMUM WIDTH VARIES �yp�� 10' 0 0°0°0°0°0°0"0°0°0°0°0°0°°° p°o°o°0°0°0°o°o°a°n°o° 0°0°0°0°0°°° - VAT THE HEIGHT OF THE ROCKERY AND LATERAL LOADS TO BE CARRIED BY THE 1 1r IG& CAP PA MAU, 0 0000000°00°00°oo°a°oxo°o°oxo p o°0°0o0000°0°0000000 000°°0°000°0°0 SLAUM W, OR DROPP0 G THE ROCK INTO PLACE. THE PAD SURFACE SHOULD ROCKERY, THE ROCKS CAN BECOME SMALLER WITH 1HElR HEIGHT 1N THE ° °°°°°°00°°00°°°°°°°o°°°°°°00°° c°o°0°0°0°°°° °o°°°° 000°°0°0° o°o°o CONFORM TO THE ROCK BEARING ON IT. AS AN ALTERNATIVE. USE LEAN MIX NTS o 0°0°0000°°p°o°000000,0036` ° °O°,opOOOg06Uo0o0 0000 0oa°o0o°a° 0°0°0°0 CONCRETE TO SEAT THE FIRST COARSE OF ROCKS THE 80T(OM OF THE FIRST' ROCKERY ACCORDING Tq THE FOLLOWING TABLE: COARSE SHOULD BE A MINIMUM OF 1' BELOW THE LOWEST ADJACENT GRADE ° ° 0°0°0° 0°o°°oa°0°0°°a°ova x00 000000°00 °°00000°0° O 0 0 0 0 O a 0 0 0 0 O 0 O O a 0 0 0 a 0 0 8 4` THE ROCKERY FACE SHALL SLOPE TOWARD THE 8AN1C OEM PROTECTED AT NOT NOT TO 9Gl►'E °o°o° o°o°o°o°a°o°o°u°o°o o°o°o°o°o°o°o°a°0;""-.'.000.0 A a 0 0 0 0 0 0 0 0 0 O U O O O O O O ! ROCKERY HEIGHT MINIMUM WALL ° 0 0°oop0°0°a°o°o°o° 0°o°c,°00000000°0°0°000000 Z SLEEPER THAN 1 (HORIZONTAL) TO S (VERTICAL). BUT NOT FLATTER THAN 1H TO ° °°°o°°°o 0 0° ° °0° °0°°°o FLARE SLOPES 10S FOR LANDINGS 47.24. OR WADER AND ° 00000 000 0000°00000000000 _ d $• 12 FEET 76 INCHES &33x FOR LANDINGS BETWEEN 39.370 AND 47.24`. • s. ALL ROCKS SHALL BE TMTLY NESTED MATH THE FLAT SIDE DOWN. LARGER 10 FEET 64 INCHES 3/4" R- 6• EDGE ROCKS ARE TO BE PLAf,D ON THE BOTTOM Or +uc WALL THE ROCKS SHOULD 6 FEET 52 INCHES BE PLACED SO THAT THERE ARE No CON TINL'OU)S JOINT PLANES IN THE 6 FEET 313 ACES -r - w 5.338 • • VERTICAL OR LATERAL DIRECTION. EACH ROCK DUST UFAR SOLIDLY ON TWO OR 4 FEET 28 INCHES - 1` MORE ROCKS BELC r' IN AND SO THERE IS NO S1IGN Or INSTABILITY SUCH AS 47.24 NORM • �'-�' DRAINAGE Bl.00KOUT 351.37` MIN. 6 ■ mrjoamw OR "TIppI "' OF INDIVIDUAL BOULDERS THE ROCKS SHOULD FIT SO 6 7-74, - �- 3" I.D. PLASTIC 15.00' FOR NOTE 7 ON SITE CONSTRUCTION PLAN 0 F NO SPACES OR VOWS LARGER THAN 4` EXIST. ROCKS SHOULD BE PLACED SO •' _•... PIPE W/COUPUNIG NOTES: THAT THERE IS SOME BEARING BETWEEN FLAT ROCK FACES. RATHER THAN ON POINTS, HORIZONTAL OR NEARLY HORIZONTAL JOINTS SHC'.ILD SLOPE 1. ARRANGE TRUNCATED DOMES USING IN-UNE PATTERN ONLY AS SHOWN IN THE CONSULTANTS DOM04WARD INTO THE BACKFILL BEHIND THE WALL (AWAY FROM THE ROCKEY , . ` •� ' •' .•�, ' 16" DETAIL ABOVE. COLOR OF TEXTURE. TO BE SAFETY YELLOW FACE. 'IA ... , 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES 6. SPALLS SHMD BE USED BE)RIND THE ROCKERY ROCKS TO BLOCK. THE SPACES 4o 00 o :' 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 3' IN DEPTH. AND, WERE NECESSARY, TO WEDGE BETWEEN ROCK AND TO LOCIK THEM ` TOGETHER. THIS SHOULD ALSO SERVE TO PREVENT WASHING OF BACKFILL % O �Q , • DEEP KNIFE JOINT SEE RAMP TEXTURE DETAIL MATERIAL THROUGH THE ROCKERY. Q oo 7. BACKFILL BETWEEN THE ROCKERY AN THE ADJACENT SIM FACE SHOULD 4 Q •. : :.• CONSIST OF WfASM AM SCREENED CRUSHED ROCK RMKWIG FROM 3* MINiMRII TO 4" MAIHNIUII N PARTICLE SHZE. EACH LET Qf BACKFILL MUST BE �--•Bw_ .� o ,° °0°0°0°°0°0 0 0 0, 0MO t�Ss THAW 12" TMCI( AND THOROUGHLY TAMED. TAE BACIOTLL SHOULD BE , ate_��n a a a a a a 0 o10" 10" o°O°° °o°a° a ° 00o +� PLACED NHOWZONTALL.Y AS EACH COARSE OF BOULDERS IS PLACED. s' 6' O 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 4' MIN. 60 CURB 6. OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING HANDICAP RAMP-GENERAL NOTES O � O 5�w 4" TO A MAXIMUM OF 20 FT. 1. TRANSITIONS BETWEEN RAMPS AND WALKS. GUTTERS, 0R ca NOT M SCALE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL VEHICULAR WAYS 9'4ALL BE FLUSH AND FREE OF ABRUPT cc ] -iWITH A MINUMUM THICKNESS OF 1/2". CHANGES IN HEIGHT. MAXIMUM SLOPES OF ADJOINING GUTTERS LU W '�► 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NUT MORE THAN 10 FEET APART AND ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP yLL. Q WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. OR ACCESSIBLE ROUTE SHALL NOT EXCEED SS SLOPE. 24" IDI 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. t z a S. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET �WRAMPS SHALL BE THE SAME WIDTH A5 THE ADJACENT �pj AND MAX. OF 3 FEET FROM PROPERTY LINES. O .4c Q ffacmADA HAI�ICAP RAMP V m e Q NTS Q W �--DRIVE RIVET 24` ASFIETR R1K" CURB JOINT IX MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE / R1w RI--I 5' MIN. SEE NOTE S ROW SKIN DRIVE RIVET OESAIL FOR MOUNTING SIGN ,• 'F' + �+- IEGEND: WHITE REFLECTIVE) ROAD BACKGROUND: RED (REFLECTIVE) R, _,� �� R1 FlNIS'rIEO SURFACE 1e" SLEEVE ♦ ,+ � , :,•;'�•.+•t • 4 36" BASE o'.• ' • « PROJECT NAME KCAL STOP8K DE�'A� NS •: • ' a + ••' : COMPACTED SUBtMRADE SIGN POST 2" OF 3/4"-0" BASEROCK BAR EPDXIED INTO EXISTING( s 16 ew 70 am 12-29.08 REVISION PER CONCRETE PAVEMENT, MIN. 3" CITY IST REVIEW EXTRUDED QMCRETE DOWELED CUM S' MIN. ROW I 6"I 1 2 DRIVE tf1*Iw7 R1 W1�w ROAD �� • 4.�� 'SET 90APART TACK COAT---•% ��,,�' j VES • BEC A - A 1• - - 1 10 too 11! 2" OF 3/4` 00 SASEROCK o. FINISHED SURFACE �, R1`---..� �•---- R7` COMPACTED SUBGRADE �1 0 REBAR -KACE l 9 1 (16" MINIMUM LENGTH) ' �V. . • ' ': NOTES GROUND X Y l�AI! AMS DATE: 1wiz" i4 v s• . v 1 1/2" HOLE FOR REBAR-- I. CONCRETE SHALL BE 300(1 P.5.1. AFTER 26 DAYS. 8 SACK MIX. SLUMP RANGE OF 1-1/20 TO 3". 1 CHECK: KSR EXTRUDED AC BONDED CURB 2. PANELS TO BI" 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES- 10'-0" HES- �N?AIVN BY: AS 10'-0" UTILITY VAULTS, WHEELCHAIR RAMPS. A AT SPACING NOT TQ EXCEED 45 FEET. NOTES 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE VVNT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/20 RiIDIUS, w PMECT. 205179 $ 1. SIGN POST SHALL BE EMBEDDED '!2" INTO BASE. 1' 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE ECURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE "(WALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. i 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK MAIN 3 DIAMETER PLASTIC PIPE AT 219 SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. '' 81CYV A88EI1AAMNL,Y - NTS CUT/ �VTSAWED AWED JOINT TENTN.T S. N ` �Z" CONCRETE BARS- CURBBARS 2 ^, 10• � C7 SPACING OF ANCHQR BARS 1. CONCKTE SHALL BE 3000 PSI MIN. (CL 3000). 3-1/2" SLUMP (MAX.). P�C ' � � 2. FOR CONCRETE GARBS, 3/I!" EXPANSION JOINTS SHALL BE PLACED ON BOTH SIDES OF CATCH BASINS, NOT AT TOPS OF DRIVEr�WAYS, ALL CHANGES IN DIRECTION, OR AS DIRECTED BY INSPECTOR. 1K" / V f .23, WNTRAC71ON JOINTS TO BE PLACED AT 10' INTERVALS. 3. THE PAVEMENT SHALL BE DRY AND CLEANED OF LOOSE AND DELETERIOUS MATERIAL PRIOR 70 ��D SUBMITTAL • PLACEMENT. E-XIRCM 0" NTS � M � ,� .• ;,:� - .; .• � " I {� 1rT•n�TT��jI tjrlYmt�rjr�r ryl�l�! T�I�i�T 1�i�i11 l�l,i�i ..: ,�. • � t i�r J N0.86 w X k ... .� -.lr.w. -s•: ...• ....r w, _ �. ., .. _ .- - •,,,.,.•--,.,w«..a....�r.,,.......,..+ae...x .r..e- .....-�..• .�w..w. ., Y..w ....s.w.•...ra•swz•.,.w..+rr.x....,. .,ww..o.xxnaaa4 -� err.wr...�:...._:w.�.N..faa•a.iiN�iirwsaw .•.e.:a. wan•aca.swWas: ?S aC 1„ w- •••awM rw"...i .:.•.•a2a. �1:.'ws ..7YrhwM,.,+..,.L+Nw+s••.slr.., Ms..wv*• �MI.+W...•µu..anrr..wn*.,.r'r..r!ew�.y.. "�t;.w..i�4}•+i1feM�w-'.;. ...... +.�..,,,•,,..eaM.•MMMa •7Ftllwlltrwn�•f'111�!.,.<+NM'.n..,.,�,�..r.�---'.,w<nM*Y4wsleeT.n..wlx•.e-- - ......: ...._�..._ ..„..+ie-•-+.o.•a:^+ur+�wx,M •n+�.+w"^.+++it':w t.:,.:.�, ,o. �.rl� t:'. lt:. f3 a ' x,. � � CAS'T IRON RING AND COVER.CLEAN-OUT 1/2"p x 8" SS HEX HD.SAWAW SEWN WTCGS B INSTALL MECH LAICAL SEAL BOLT • SS HEX NUT.RING SHALL BE 1. SANITARY SEWER SYSTEM SHAM BE CONSTRUCTED IN ACCORDANCE NTH CITY OF TIGARD STANDARDS AND UNIFORM PLUMBING CODE. ON t Y MON. 2. NO DRAINAGE PIPING OR PART THEREOF, WMCH IS CONSTRUCTED 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND 80TIOM SHALL /N OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER A A BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. IF IN GRAVEL STREET PLACE 2" C PAVEMENT 5• OR WITHIN A BUILDING. SHALL BE INSTALLED UNDER OR WITHIN » IN FIVE 5 FEET OF ANY BUILDING OR STRUCTURE. 2'-5 1/4 2. ASPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND SLOPE��FR��M�T A/C � o. O � TLNRE. OR PART � I 1 °' �•. THEREOF. NO LESS THAN ONE t BELOW THE SURFACE OF THE LCLEAN OUT. EXPIRES: 12-31--1�$ • I • . GROUND. THIS INCLUDES STRUCTURES SUCH ti3. BREAK SHARP CORNERS AFTER WELDNNGS. � PORCHES AND 'o 4' x td" x 24" STEPS. WHETHER COVERED OR UNCOVERED. BREEZEWAYS. ROOFED Hill 4. APPROVED DRAINAGE AREA (SQUARE FEET) PORTE-COACHERES. ROOFED PATIOS, CARPORTS. COVERED WALKS I I 110 OUTLET PIPE NI" OUTLET PIPE 10,000 S.F. • •. AND DRIVEWAYS. AND SIMILAR STRUCTURES OR APPURTENANCES. I I USE EN.M= TO b" OUTLET POPE 121,500 S.F.) .�' 3000 PSI CONCRETES CONNECT TO STORM • PAD. ti 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE 5. ANY SUBSTITUTION REQUEST Of CATCH BASIN COVERS SHAH BE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD I MAIN LARGER THAN 8 ACCOMPANIED BY CALCULATIONS (STAMPED BY AN OREGON REGISTERED •SWWl • VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO 2'-5 1/4" - PROFESSIONAL ENGINEER). .q n CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS, CALL FOR LOCATES AT LEAST 4d HOURS PRIOR I I To CONSTRUCTION. B YJ I I • STM CARD WYE WITH 4. PPE BEDDING AND BACKFILI SHAH CONFORM TO CITY OF TIGARDoil I c sETMw RUBBER STANDARDS. PLAN VIEW 5 A MINIMUMOF TWO FEET (2') HORIZONTAL SEPARATION IS REQUIRED d 1/2" f 1i .-fJ '. -- CONCRETE CRADLE BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES ALL LYNCH STANDARD CAST IRON GRATE ', 1/2 2" TO BE WIDTH OF CONSTRUCTION mus,r MEET DEQ AND STATE WATER RESOURCES ; ' (2" THICK - RATED 15.000 LBS.) HINGE - 12 GA. STAINLESS STEEL. 60 TEM(., 3000 P.S.I. CONCRETE CRADLE. TRENCH. ty BOARD REQUIREMENTS FOR SEPARATION. _. ,• 1<1: „ • OR LYNCH EXTRA HEAVY DUTY CAST �- 2 1/2 OPEN WITH 1!2" KNUCKLE. UNDIST1lIRBED EARTH BASE. ;• IRON GRATE (2-3/4 THIP( - RATED 10 LONG WITH 1/4 PIN (FASTEN n • ' 80.000 LBS.) BOTH OR APPROVED EQUAL 10 WITH 6 • 1/4" STN. 57L BOLTS) ELEVATION . .:'• b 3" CENT. NTS STOW �� I I0N �'IO • , 1 I 3/18; NOTE: cn I. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL �.aNFORG 1T) • ' + DEPTH TO MATCH MANHOLE UO TO BE 1 THESE PLANS AND THE APPL1CABi..E REQUIREMENTS OF I NIFORM ••, ` rgtATE DEPTH GRATE FRAME MANFIOLE FRAME AND COVER IN EASEMENTS PLUMBING CODE THE TY • SFT IN MORTAR ABOVE FINISH (Y�AOE !!ll SW Salmon APPLICABLE REOUIREMONTS OF ,TLE d OF 7 Suite 100 71GARD. • . .'; :•. ' '.". r Portland, OR 9710.5 �. 2. NO DRAINAGE PIPING OR PART THEREOF. WINCH IS; CONSTRUCTED OF -� :- � � / Tel. 503.111.1111 MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN :•'. . : ' ; '' '', 1 -O 3" �+ Fax. SO 3.111.1077 b A BUILDING. SHALL BE INSTALLED UNDER OR WITHIN FIVE (3) FEET OF •' j 1/4" ANGLE GRADE RINGS-VARIABLE. MAX. 3 !JIVERS. n ANY BUILDING OR STRUCTURE. OR PART 1FNIs�REOf. NO LESS THAN ONE '' �,•. THICKNESS MIN. 10 GA SHT. OUTLET 1 FOOT BQGMI THIS SURFACE OF THE GROUND. THIS INCLUDES ::.. •. IMAM. -- 12" MAX. ___-__ OUTLET METAL TYP. • STRUCTURES 9" AS PORCHES AND STEPS. WHETHER COVERED OR :' ;:: �, a - (TYP.) a SLOPE OF PRECAST ECCENTRIC CONE UNCOVERED. BREEZEWAYS, ROOFED PORTE-COCHERES. ROOFED PATIOS, ��. •• :4.a _ 3/18" 1 1/4" -I I 6" SHALL FACE DOWN GRADE. U CARPORTS, COVERED WALKS, COVERED DRIVEWAYS. AND SIMILAR �: 1 SUMP " � `� 16" SUMP ": �' 3-0 MIN. STRUCTURES OR APPURTENANCES :�. 4• . '�� (TYP.) I 1'-0" NOTE. � PRECAST SECTIONS AND POURED 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE ' • •' L -- C C POLYETHYLENE STEPS 48 CONCRETE BASES SHALL CONFORM TO z IINFORMA7ION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY { •: •: ;� (TYP.)>_371 / IRG'N REINFORCEMENT 1 D� CITY STANDARD SPECIFIG1110NS. DEPTH AND LOCATION OF E)OSlING UTILITIES PRIOR TO CONSTRUCTION '' • •• {• •....•• 4: SEE DETAIN. "A" 3 16 .• ,•. + •'. : . :.j .;• •. 3/16 BENDS • h 6"X12' MADE 2" DROP. AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE. PLANS • : •;• �T� A IMBEDDED 3 , ON S 2 CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 1/4" PLATE (TYP.) CENTERS (TYPICAL) - ALL JOINT'S SHALL BE SMILED WITH 4. THE CONTRACTOR SHALL AT ALL TIMES AIRDE BY APPLICABLE SAFETY » SIDES AND BOTTOM I �� 4" '„� 3" MIN. 4 MIN. WITH PREFORMED PLASTIC OR RULES OF O.SH.A. AND IN PARTICULAR THOSE PERTAINING TO d 22 6 �- -� 6" 16" d" �- I RUBBER RING TO FORM A WATER Z ADEQUATE SHORING AND TRENCH PR07ECTM OF WORKMEN. I TIGHT SEAL I o �. • S. RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMAIt:. SECT! A-A SECTION B-B LOCATE STEPS ON UPSTREAM Ll FINAL FINISHED RMA ELEVA71ONS SHALL MATCH FINISHED PAVEMENT �, - GRADES. 6. GRADCONTES, MAY 9U8STITU FOR STORM PPE NOTES �'- 2'-0 1/2" SQ. --� O.E. AT 45' BEND SI MAN • MATERIAL. DESKINATL9 ON THE PLANS. PVC AND ADS PPE SHALL 1. Area Drain construction In occordona with ASMI C-478 ( BLE MANHOLE MEET THE REQUIREMENTS OF UNIFORM PLUMBING CODE M07E IHAT 2. 6" of 3/4 congmted base material RANAMN FROM OF CATCH BASIN) 16 CONNECTION REQUIRED • MAX. PER DETAIL WL-212 T1E5E ALTERNATIVE MATERIALS MAY ONLY BE USED WII RE A MINIMUM TYP. O 3. Pracoat: M►In4rwm wall tl,Ildvtisys to be 5'. reinforcement to be rsbar « OF 3' 3F COVER IS MAINTAINED. 07HEROM CMmEWlE SEWER PPE, ASTM A615 Grads 6U a welded wts meeting ASTM A49T. Concrete - MANHOLES SHALL HAVE A 12 MIN. DUCTILE IRON. OR PVC-C900 MALL BE USED. meeting 9 24" MAX. BOTTOM RISER, TO BE BEDDED CONS(/LTAINM 3000 pal. IN THE CONCRETE AS THE BASE TAKES 7. POPE BEDDING AND BACKFILL SHALL CONFORM TD THE CITY OF TIGARD �y,� ITS INITIAL SET. STANDARDS. � (LYNCH ) CATCH BASN TYPE I SCALE: NTS SLOPE SHELVES 1:12 -AREAk DRAIN NTS SAWCUT . a s• o ° GENERAL NOTE5 sLOPE SINES SURFACING FORM CHANNEL TO MATCH EXISTING MATERIAL 1'12 � 1)5TORMFiLTFR BY CONTECH 5TORMWATER 50LUTION5; PORTLAND, OR(BOO) 548-4667; SCARBOROUGH, Mf(877)907-8676; TOPSOIL 2 3 PIPE I.D. PLAN p ELKRIDGE, MD(866)740-3318. OR AS BALLA5T 2)FILTER CARTRIDGE(5)TO BE SIPHON-ACTUATED AND 5ELP-CLEANING 5TMIDAKr DETAIL DRAWING 5HOW5 MAXIMUM NUMBE=R Standard Manhole ALTEFNATE PIPE (SFE NOTE 8) OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE 5FECIFIED ON 51TE PiAN5 OR IN DATA TABLt BELOW. DIRECTED BASE MATERIAL CHANNELS MUST BE ABLE TO PASS A 7«X30" O Q LOCATION Mrr) 3)PRECA5T VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0857 AND 0858. DETAIL DRAWING REFLUCT5 DE51GN CYLINDER INTO PIPES. SHELF SHALL NOT BE for Leas than 36" Pips INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION 5MOP DRAWING. Ix 0 CAI cc J' �6) _ 4)5TRZUCTURE AND ACCE35 COVERS TO MEET AA5HTO H-20 LOAD RATING. -'- -- -- BELOW THE TOP OF THE PIPE. w •' • s +' • 5)5TOP',MFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF L.E55 DROP i5,'AVAILABLE. CONTACT CO,"CH � � � � s � LL at � �• :`- y, • 1 5TORMWATM 5OLUTION5. I i �� S'T'ANDARD MA SOLE MTA. (F'PE LE88 THAN 36 ) o Q s 6)INLET AND EQl11PPED WITH LET 1ERNl',ORCD OPCN NG5 OR KNOCKOUTS AT AND INLETINLET AND OUTLET LOCATIONSP�CAST STORMFILfER VAULT 0 1 1 I ! I Z NTS L� w COUPLING(E)P) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A 5HALLOWER 5Y5TEM 15 REQUIRED, CONTACT CCNTECH Z * R W i (BY CONTKACTOFJ 5TORMWATM 5OLUTION5 FOR OTHER OPTIONS. <{! I m 10 v I D I .v 8)ANTI-FLOTATION BALLAST TO BE 5PECIFIED B ENGINEER AND PROVIDED BY CONTRACTOR, IF RF�,)U'RED. BALLAST TO BE 5ET F ® a A ALONG ENTIRE LENGTH OF BOTH 51DE5 OF THE 5TRUCTURE. Z I !� I 4 0 1 9)ALL 5TORMFILTER5 REQUIRE RL`GULAR MAINTENANCE. REFER TO OP.'RATION AND MAINTt�NANCE GUIOELINE5 FOR MORD i b ` d v� I O O O N&U FIFE (SEE NOTI'S 5") � INLET (5�N0'E55 5") 3010 FRAME AND 8' < ' G' PRECAST � I � I � ( O Z � BAY ie- (COVER 5EE NOTE 4) STUKMFILTER DATA 5TRUCTURE ID C ' OLRIrT WATER QUALITY FLOW RATE cf5 0.46 0 0 ._.J 0 0 a • BAY FeAK FLOW RATE cfe 5.52 0 O LIL FILTRATION BAFFLE FLOW RL'TURN PERIOD OF PEAK FLOW 25YK BAY WALL 5rREADER 0 OF CARTRIDGES REQUIRED 14 CARTRIDGE FLOW RATE 15 OR 7.5 15 0 0 0 BALLAST MEDIA TYPE CSF PrRLITE 7W. PERLI a 8' x 16' STORMFILTER - PLAN VIEW 1 (SEE Noce 8) FIFE DATA: I.E. MATERIAL DIAMETER � 0 1 INLET PIPE 01 136.97 PVC 12' N 1 INLET PIPe X12 .-L OUTLET PIPE 134.67 PVC 12• � �b� PROJECT NAA '�1 r:�:r •:'f. i•► �.f. HEIGHT IOM uNDERvw►IN 6Tm I 1 12-29--06 REVISION PER 30'14 FRAME AND MANIFOLD wl[rTH 24-3/4' I CIT!/IST REVIEW UP5T 5TREAM " " (5"NCOVEOTE 4) GRADE RJNG 8' x 16' STORMFILTER - SECTION VIEW B FLO`" 6 MIN d MIN VO" 01 _ tTY� LADDER � O 6" MIN BEDDING BELOW � ' 7 ANTI-FLOTATION BALLA5T WIDTH HEIGHT OUTSIDE OF PIPE BELL I 22 I Q •. WIDITi HEIGHT 27+ gZ FLOW 9PReADeR BAFFLE WALL NOTE-"M7CIAL REQUIREMENT5: O 1 a < fM) (TYF7 -5'3'- 5' 6" 5'-3" I LADDER ,. +, I W-61 MIN Ii ) ..,�',a %`'•i r�l�r*'".*�-r t t4.�;f.�.,.: .::V �:5-- ? n 3 7 c� MRIMNEMT , :�.., t, 'y .l �'!'`,�; ,r'ti fX. ' +1'` :y •' Y,,+''' 4 1 2•�L I'OKX ti,••.;.: +:F�; tiy� ;" (y�1.4�. r. I'ts .`»� / 3. 3» I DA TE. 1WI20DO ' '•1 r •.' ' 'r .a'`�, �. s' •'*rY ENERGY STORMflLTER UNDERDRAIN LX981MTOR CARTRIl7GE fT1'n MANIFOLD 1 :;• :;��' „,?�'?, +��!� TRENCH FOUNDATION (see NOTE z) ,t f°',„. .. * �. . _ { r THE STORNIIATER 1NAGEMENT STABILIZATION. AS REQUIRED ( CHECK: ''`+.. r s ''� 1 i f. .. �OTin'lIte KSR r �t j�^ U.S. PATENT No. 5,322,420, 31 i5 x 16 STORMFILTER - SECTION VIEW A --- I BY QRS 4`17 tr1,I ti :!r \' NOTES: 1 yt, , �;;,;� i �y`�;;;:►4;17 is,+.•^,t;; .;�;, No. 5,707,527, No. 8,027,630, NOTE: • •• ,; No. 5,624,576, AND OTHER U.S. 16' 1. SURFACING OF PAVE) AREAS SHALL COMPLY WITH STREET' CUT STANDARD DRAWING. 1• SUBURBAN TYPE NOT FOR USE IN PCC STREETS. PROJECT.• 205179 8 AND FOREIGN PATENTS PRIDING 2. JOINTS TO BE TACK AND SANDED. � r 3. SAWCUT SHALL BE TACK COATED WITH DITUMINUS ASPHALT EMULSION. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. i 8 x 16 STORMFILTER- TOP VIEW 1 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 02006 CGKI_TrC H 8oh�r 02006 CO!NTECH ekw" rat"8ok� 2 4. NOTCH LID FOR LIFTING HOOT(. �• 8' x 16' PRECAST STORMFILTER ' I 8' x 16' PRECAST STORMFILTEROMAWM UA�A " MI%QH DETAIL`+ MU�M AM WAMAW PLAN AND SECTION VIEWS NTS ev 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 �,�OLE F�AAI�AM 5710fYfAYM1�► ''�� STANDARD DETAIL S110lr1AYMA?EH _ STANDARD DETAIL NTS �,�,,�,r,,.w„ a►t>E:aromas .cN.E Noir IRE xw,s:a.+Mcar� auwwM:ww .Alq oonMal,Man�.sM►.aoin o+►n:ousso. sc�u:Mas �.I�s:s�,a•I•c'an 17MYVIf:w,w a+ecla>D:Alq C8 T of �3 2ND SUBMITTAL • ft + x�t rrj ` T-jggj IIIIfir I;rlril I��IIjT. r��ii r ��ir,t�r1r�-rj_r ��_r1r�r11�I�I�II ,� i 11 I d g I.. 01. lop �Ilui ILilht II ,;..�.,...._ Il Lil !141 u! . ,b A, w,^+•!«u.W'eM.Wd!'L*MW' :,.V....yiM6.••..ww�i..:.4w4•fli4:VM'�,.A•.f.'�"L -�...•. ..M'!N4'If!"..•L:�7aYMN�."•M.-*�.IIIR]i�.."1•�r :+w�.�.M._:.B.t�IM'. iwCl..v rwM.�rw.-:...,,.. .T .:.I.IY.!u✓'._.:,.�y�a'V1M" . .. - .. M „Ii..:wrt u __r .. , ':IMsA.Li"•.�s.:v._-••.YPA►1.IdM. .t•r�!•!.....sOw�c.... .,..aq."�fM•,..twr ��7sa..r.,.zr•,•rofm,p fl.+rf� 'ar^e:.,+.Ul.t:ran-•,.,. ...� .,J„ ,.. .._ :,. , ._ - .. , .. .... .. .,..y: �•'•R•+R-!�!'•w•• r..- ...,,u�. - ,C....._:r.: :t•.•+,+nwra•n•'r,s.. .ciwr,.-..; ...!Irrw+rnrwr,..wp, :..c srs:iPi.. `1,i I u, • WATER M� GENERAL NOTES � �, ,�"�,(�. ��.� : ANt, L 1. ALL WATER LINES AND APPURTENANCES SHALL IN BE INSTALLED ?' �' • ��',;• CONSTRANCEUCTION MATH THE CITY OF TK.AIN STANDARD 1)5TORMGATE BY CONTECH 5TORMWATER.3 0LUT DN5, PORTLAND, OR(800)546-46667,5CARBOROUGH, ME(877)907-8676; S. CONSTRUCTWN SPECFNCAnON5. DRAWS AND THE UNIFORM PLUMB NG CODE. ELKRIDGE, MD(866)740-3318, + 2• MECHANICAL JOINT FITTWGS SHALL CONFORM TO AWWA C110 AND SHALL I 4 2)PRECAST MANHOLE TO BE CON5TRUCTED IN ACCORDANCE WITH A5TM C478. DETAIL DRAWING REPIJ c T5 DE51GN;4TENT ONLY. EXPIR-ES: 12-31-08 BE OF ACI-ASS; AT LEAST EQUAL M THAT OF THE ADJACENT PIPE. ' : 11 ACTUl1 DIMEN51ON5 AND CONFIGURATION OF 5TRUCTURC:.itL BE 5HOWN ON PRODUCTION 5HOP DRAWING. 3 CONTRACTOR SHALL PERFORIN AL1 NECESSARY PRESSURE AND LEAKAGE 3)5TRUCTURE AND ACCE55 COVEK5 TO MEET AA5HT0 H-[U LO&-)RATING. r PLUGGED TIDE PLUGGED CROSS BEND PLUG OR I:AP VARIABLE DIAMETER PE 4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PRUVIDED BY CONTRACTOR. MfCA51 5TORMGATE MANHOLE• TESTS ON ALL WATER LINE'S PER aTY OF TIGARD STANDARDS. :� r (5EE NOTE 2) tQUIPPED WITH EJ HER CORED OPENING5 OR KNOCKOUT5 AT INLET AND OUTLET LOCATIONS. 4. ALL FITTINGS SHALL BE THRUST BLOCKED PER CITY 0.c 11GARD SYANDARDS 5)CONTRACTOR TO ADJU5T WEIR 10 DESIGN ELEVATION SPECIFIED IN DATA TABID`BELOW. DO NOT EXCEED 5.0 FT-LB5 TORQUE �' GA71EN TIGHTENING 5CREW5 ON WEIR FRAME. SEAL WEIR TO FRAME WITH RTV 51UCONt SEALANT AFIER FINAL ADJU5TMENT. 5. PRIOR Gro BEING PLACED N SERVICE. THE WATER LINES AND SERVICES ti SHALL BE FLUSHED. ST1tR1LIZE0. AND TEST®. ALL IN ACCORDANCEL!MTH FE-AK FLAW A 5TORMGATE MANHOLE ouTLET PIPE 1 DATA CITY OF TIGAM STANDARDS AM UWORM PLUM WjG CODE BY THE =Luy ;r�:% (5EE NOTE E CONTRACTOR. ' 5TRIJCTL:RE ID 5MMH/7 L1• ` 6• THE CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 4N! HOURS PRIOR TO WATER QUALITY FLOW OUTLET PIP[ WATER OUAUT,'FLOW RATE 050.46PEAK FLOW RATE O �k;chi 5.52 ANY NEATER LINE CONSTRUCTM. (5EE NOTE 4) PEAK FLOW DIAMETER(48', f,5) 72') .5 � � PLUGGED K TEE MAKIM ELEVATION 14294 7. CONTRACTOR SHALL MAINTAIN A ININIINJiN OF 30" COWER OVER THE 5TEP5 4" MIN � .., WATER LINE. e LQ,:.Al10N OF EXISTIGw UTIUTES ARE BASED ON AWI�ABLEoRMAnoN. CONCRETE 1�-IRUST BLOCK SCHEDULE E N T PIPE PIPE DATA. It ORJENTATION MATERIAL DIAMETER (5EE NOTE 4) B INLET PIPE 137.44' 0' PVC 18' R IT IS THE CONTRACTORS, RESPONSIBILITY TO FIELD VERIFY DEPTH AND (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 'IRV, 2 WATER ATE OQUALITY UTLET PIPE 137.1.4' 9U' PVC 12• LOCATION OF EXISTING IJ71UTES PRIOR TIO CONSTRUCTO N AND WOW FITTING 901M. TEE. OR 4 . 22 1/2' 11 1/4' cxl_o� VIM THE ENGINEER OF ANY 119CREpANCXS IN THE PLATS. CALL FOR SIZE (INCHES) PLUGGED CROSS 6END BEND BEND5ET 5CRlrW5(EYP► PEAK FLOW n i I LOCATES AT LEAST 48 11OURS PLUCK To CONSIRUC=K 4 01.9 01.3 __ __ STORMGATE MANHOLE - PLAN VIEW 1 S(5EE NOTE 5) OIJTLM- PI137.2x' I w Pvc 18' 1 ISE °• ALORIFICE TWE PIPE CAP PLATE CTAPLICENSED L ON-SITE D0IESTMC M.�TER MtVICE SHALL BE INSTALLED By a o4.0 02.1 01.3 -- WEIR DETAIL- PLAN VIEW 1 ORIFICE DIAMETER M 4- d 0?.1 WEIR CKEST ELEVATION 138.34' y PLUMBERS WIORI(IGi't FOR A LICENSED PUNIIBMIG CONTRACTOR. 0.j.9 02.0 Q1.3 WEIR WALL ELEVATION 138.84' 12 16.0 o5.d o4.5 02.3 HEAD OVER WEIR, H ft _ 0.66 1111 SW SQ mon 16 28.4 15.5 0&0 04.0 W5E at � 138.99' 24 64.0 34.9 18.1 09.1 WEIR ORIENTATION 135• &Nle 100 ALL JOINTS TO BE FLOOR ELEVATION 136.67' Portland, OR 97105 RESTRAINED W/FTELD LOK NOTF5/5PECIAL REQUIKEMENT5: PIPE ORIENTATION KEY: Til. 503.21.1121 4 OR MEGA LUGS ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN Paz. 503.111.2077 SEE STRADDLE BLOCK ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT, TO 24.0 FRAME COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING DETAIL N0. STS. USE THE FOLLOWING EQUATION 561 GRADE KING - AND COVER(STD) 3 �� WEIR FRAME ESSE �AIr10 AKGIR AS - ( T�'i!«M/'100) x (le0a/SW KAWO 3111[>rl+) X (TMLE VALUE) � ADJU5TABLE WEIR PLATE2 0' S' mm" MEGA LUGS (TVP) NOTES: ;' ;.f•` .; . (5EE NOTE 5) 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 �_� 2'-2' •. Z . 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. MIN • ' • . EMBEDMENT 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ANCHORS • m P) ENCIRCLED ON THE PLANS . e.9. 15 INDICATES 15 SQUARE FEET BEARING 0, �s '� •� t. • '•Aft" REQUIRED. IF NOT SHOWN ON PLAN% REQUIRED BEARING AREAS AT FITTING SHALL BE AS r Imo--'-4' MIN-�-I • :�;; ;�'•f' INDICATED ABOVE. ADJUST IF NECESSARY, TO CON. )RM TO THE TESTh - Z PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESSED ES) STATIN THE TITLE A sPEaAL PRWSIONS. , t 1 ;. �•'` o • 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE b' • .'ti,.' :�,;�''�•:': ` NOTE PRESIDENCE OVER BEARING AREAS ANJ BLOCKING DETAILS SHOWN ON STORMGATE ADJLISTABLF TENS STANDARD DETAL. BEARING AREA OF THRUST BLOCKS ARE IN SQUAREr' A BEARNG AREA N =JAMIE FEET TO BE DEMMED BY FEET. WEIR(5l'_E DETAIL I/2) CHART ON DETAIL N0. 500 OR BY CITY ENGINEER. DEPENDING • ON SOL CONDITION& STORMGATE MANHOLE - SECTION VIEW A AND CO EP(FRAME) BEND UAW-- N.T.S. T a � STORMGATE MANHOLE-TOP VIEW 2 a N.T.S. 2 CONSULTANTS TO TIGARD WATER DISTRICT TO LOCAL PLUMBING 02006 CONTECH Sean w d r Sokltlorm 02006 CONTECH SOamwtler SokAkxu THRUST BLOCK � STORMGATE MANHOLE HIGH FLOW BYPASS - STORMGATE MANHOLE HIGH FLOW BYPASS SEE NATE 4 DISTRICT STANDARDS CODE STANDARDS 'C MOH CONTM.DISTRICT APPROVED PLAN AND SECT1JN VIEWS � TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 RETAINER GLAND BACKFLOW DEVICE S A7ER STANDARD DETAIL STOI0MVIIA70 STANDARD DETAIL � NOTE 3 S- 1Q S- 2 oorftdranter mm 1009:0400M SCALi:NINE Hai NATE:834man DRAWN:YNW CHICK .Axo 0" ' "hMorenr.rI=" DATE:0WOM SCALE:NONE FILE NA M so•I+Itm DIIAW ww CHEd�AM SEE NOTEGI FLANGE COUPLING ADAPTOR _ SPOOL PE 0 FLOW � C) ca Ca W Im 6 MIN r_ LIPTIONAL FIRE DEPARTMENT O COWECTICK CONTACT LOCAL FIRE MARSHALL. OUTSIDE OF WITHIN PAVEMENT PAVEMENT C LADDER IEETDiIG OSHA -1-0100 -------- Z REQUIREMENTS 7' a ,� SEE DETAIL 300 AND Z Q SPECIFICATDOIS �--2.0' PLAN ALTERNATE FDC LDCATIIIN SIDEWALK ADJACENT TO CURB 1N!' CAST IRON 910 BOX � I' PROVIDE 24` BY 18' BREAK FLANGE DEWAL,K 111" CAST IRON 910 C THICK CONCRETE DZQIND LIFE - • STORIN TO M DRAIN B OR �" M��, VALVE BOX TOP PAD (SEE !.OTE 4) 3' IIIN 6 MMX HA►:D TAMP BACKFILL WATER METER ' i' 12" BEHIND SIDEWALK AROUND TOP SECTION YOR BEHIND CURB 10 MMI`Nx PLAN WHEN NO SIDEWALK ETER BOX 1 1/2" -- /4" DRAIN ROCK 3' MIN AR PAPER (MOISIU 4_ 1UNION EACH SIDE 1 ' DOUBLE CHECK BARRIER) 6" DUCTILE IRON PIPE 2" OR 11/2- 6- ASTM 3034 PVC 12-28.OQ fZEVISI*41�1 PER " VALVE ASSEMBLY RESTRAIN ALL JOINTS W/ METER CITY 1ST REVIEW "FIELD LOK" OR EQUAL GASKETS l - I r 16AL&A IX�EARADNCE�QN ISOLATION BALL VALVE ;f; OPERATING NUT D(TENSION I VALVE120-F - 1B- 6GL MEG AWG®AR TAI ER (SEE DETAIL N0. 503) �---- INLINE CHECK VALVE C(INCRETE PIER �--- d" GATE VALE d" BLOCK FLG. x M.J. M.J. x d' FLG. TEE � f 2" FLG X COMPRESSION ANGLE WATER METER SIDEWALK WITH PLANTER 2.0' STOR (FITS 1 1/2 " APPLICATIONS) �- STRIP AT CURB RODENT � MJ X TAPPED I MIN. B 2` TEE $ CONCRETE BALLAST SCREEN CRUSHED ROC( BASE SIDEWALK BREAK FLANGE 2- TYPE -K" l SEE NOTE 2 STANDON' 12' NM _ _ MAX. COPPER PIPE PIPE STAND <TYI� ELEVATION mm LIU l TE: 1t,1/12/T)8 INSTALL SLAW PUMP -GRUNDFOS" UODEL BOX SPEcinCATIONS NOTE: MAIN UNE ImmFl, I CHECK, KSR HP THE BOSS 2000- 1/3 STAINLESS DEVICE SIZE BOX TYPE 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442.(OR APP'D EQUAL) d" MJ. 5 1/4" COPPER BENDS NOTES: STEEL SUMP PUMP WITH FLOAT SOTCH " MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: AS NEEDED 1) VALVE BOX NOT TO REST I DRAWN BY. JRS ELEVATION AND 1 1/4- DISCHARGE. 3 4 - 1 BROOKS 419 SERIES OR EQUAL A. OIL RESERVOIR 1 1/2m - 2 CARSON 1730D P15L OR EQUAL B. la'RONZE ACTUATION NUT 2 MIPT X COMPRESSION CORP ON OPERATING ASSEMBLY. A - (SUPPIJED BY THE CITY) DC.. DION ER SHIZE AT RING NOTE 2) OPERATOR EXTENSION r PROJECT. 205179 INSTALLATION SHOWN IS ONLY A SUGGESTION. E. SAFETY SLEEVE COUPLING REQUIRED WHEN VALVE NUT 1. CONTRACTOR TO INSTALL MJ X TAPPED 2 TEES AT 90' IS DEEPER THAN 3 FELT W 24" F. THREADED NOZLLES WITH . . NOTES: I. DOABLE CHE(3( TO BE LOCATED DIRECTLY BEHIND WATER METER. G. NATIONAL STANDARD THREADSRINGS ANGLES TO METER LOCATIONS. HORIZONTAL & LEVE'_ FROM FINISHED GRADE. UTILITY UTILITY B�CO 2. SAFETY CHAINS TO BE REMOVED. 2, CITY TO PROVIDE 2" THREAD BY COMPRESSION 3) CEN LER VALVE BOX ON I SIZE WALLET VMA.T DDDR N 1. CONTRACTOR TID SEAL ALL OPENINGS IN VAULT WITH 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 3. HYDRANTS TO BE PAINTED USING R-•1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 2. CIT A TO STOP TO BE INSTALLED BY RESSI ACTOR. AXIS OF OPER. NUT. WITH FDC w VV FDC. NON SHRINK GROUT COCKS IF BELOW GROUND INSTALLATION. BY DISTRICT FIRE MARSHALL. - 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 4) PROVIDE 24 SQUARE BY 4 THICK GAt 77- A 7-VA .� - YDS MIN AROUND BASE OF VAULT WHERE FLOODING 3. DISTANCE FROM BOTTOM OF DEVICE TID FINISH GRADE, FREEZE PROTECTION, 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A =#CRETE PAD AROUND VALVE �- 24"-� 4 _ 577-WA J-5AL OR HIGH GROUND WATER EXIST AND CLEARENCE FOR TESTNO AND REPAIR ARE THE MAJOR CONSIDERATIONS 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 40 PAINTED BLUE. BOX OUTSIDE OF PAVED AREAS 676-WA 676-VA J- 3. LUARANCE BETWEEN WALL AND DEVICE S" MIN„ 12- i'.iR INSTALLATION. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD a 687-WA 687-VA. jD-3AL MAX., EXCEPT 8" MIN, 9" MAX. FOR 660-WA VAULT BY ENGINEER. 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM C9 10 3106-LA 5106-LA JD-3AL 4. THRUST BLOCK V-O" MIN THICKNESSS. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. MAIN TO METER LOCATION 5. DETECTOR METER TO READ IN GJBIC FEET lil�} A6Y 9. NST STORZ H A50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) �� v�� • 'OR EQUAL.' APPROVE:1 11Y DISTRICT ENGINEERr-171/ WAMME70 N.T.S. of FM HYD N.T.S. 9 N.T.S. 2ND SUBMITTAL �• �emou" h NOT TO SCALE :.. ., PRIP • • .:., .i...� , 'MYu. r....q..t;.p�. :._ .. .,.'pR-•ht.�Ae....v sa,. __ . _7 7 ,. -�^'>: .... .. - .. C.�y.,... •.::: „...... ._...., .._. J..�.,.-_.,y ... .. .�, • ir 1 1I r'l 1f J I _ 1� � � I� � i 1 I III I i�ll1 I I�ill�l Y�1(1�1 1�1�1�1 i�lli,il .i�11111 I�IINo.36 I�L ..� 12 VA WI�W dillFa* -AIL l AL I1111U1 • •+„ f •..:,W+.yf•.;...@Te.Y . •r.aoX'. A!A.d+rantsYM Pru.wr. ..r.. e r�.�,.+. +�rvr.• b...�owk nwarzw ,.�+ama t..we wwr., •.rwr s .. - -- ,. .. .. - +.a+.r..r.w. r.r+4•n+r.wr..r..w..+-a.-n.•••e.-+wrwm..., Ma.'�M.MriyNr- yrs , ..«- ,,....- ,.-.r�.. +r.... .ryc.+i•-... , rM"'4' M�M!!� �..,.... � �% ......_..._.,..-•w.r•...,w..,' w.. +• ,•w-•,.•., _.. .nOn.�IV++!!'�w�Uir .. - .win. �.�.,.. . ,M+a.r..ar. t ,_ r�+.. ,-rrn.t'+rr.-w.. ,.""Wii'61 ..G ts�M . d a �a h *7 r 'R P� t DEO EWSION OONTWX W1 8 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAi INCLUDES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES tGON , THE INSPECTOR M DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE (i LIMBS• (SCHEDULE A.5.0.1.(3)) DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, 'f- 1> Op,� •vv � 2. TiE ESLD MUST BE KEPT ONSITE AND ALL EROSION AND SWI ME:NT CONTROL WASURES SHOWN CHANNELS, RETENTION FACILITES, UTILITIES, ETC.) � S. ON THE PLAN MUSi BE INSTALLED IN SUCH A MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT 2. THE MIPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTON, LADEN WATER THAT ENTERS OR iS LIKELY TO ETHER SURFACE WATERS OR CONVEYANCE SYSTEMS MAINTENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC EXPIRES: 12-31-08 LEADING TO SURFACE WATER, ROADWAY, OR OTHER PROPERiIES DOES NOT OCCUR. (SCHEDULE FACILITIES IS THE RESPONS7®IUTY OF T14E APPLICANT/CONTRACTOR A.3.A.) AND (SQ IEDULE 8.3.8.) UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. a TIE IMPLEMENTATION OF THE SSCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND a THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAT: SHALL UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE BE CLEARLY FLAGGED IN THE HELD PRIOR TO CONSTRUCTION. DURING ''dMNT REGISTRANT UNTIL ALL CONSlRUC71ON IS COMPLETED TWO APPROVED BY THE LOCAL THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE FLAGGED ti DEVELOPMENT AGENCY AND VEGETATION/LANDSCAPWO IS ESTABUSHED. THE PERMIT REGISTRANT CL.EARM LIMITS SHALL. BE PERMITTED. ihE FLAGGING SHALL BE MALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE LOTS ARE APPROVED, UNTIL THE LOTS MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF ARE SOLD AND THE 1200-C PERMIT IS TETUNAYED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) CONSTRUCTION. 1g n 4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF 4. THE ESC FACILITIES SHOWN ON THIS PIAN MUST BE CONSTRUCTED iN A ALL EROSK)N AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL. STATE. OR CONJUNCTION WITH ALL CLEAR;NG AND GRADING ACTIVITIES, AND IN FEDERAL REGULATIONS. (SCHEDULE A.5.A.) AND (SCHEDULE A. O.A.) SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN / GpF� v� - � SII!• WATER 00 NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ' `• S IERO6ICJ APD SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE APPLICABLE WATER STANDARDS. N PLACE BEFORE VEGETATION iS DISiURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED. 5. � :•::� � S. THE ESC FACILITIES ES SHOWN ON THIS PLAN ARE THE : . ► ; REPAIRED. AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE ,v . .. p.. DURATION OF CONSTRUCTION. INCLUDING PROTECTION FOR ACTIVE FOR ANTICIPATED SITE CONDITIONS. VE STORM GRAIN INLETS AND DURING THE A. CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED AS Q'•. ' • •.�. .•;• . A CATCH BASINS AND APPROPRIATE NON-S10RMWATRR POLLUTION CONTROL S. (SCHEDULE i, J►• . i I; A.&B.N.(2)j (SCHEDULE A.5,B.N.(7)), (SCHEDULE A.7.D.1.(2)) ! (SCHEDUI1 A.7.F.) NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE MAT SEDIMENT T ♦ •. AND SEDIMENT-LADEN WATER DO NOT LEAVE THE STTE. • •�: '•i7•": • ••••'.1 •:4f,. CATCH BASIN GRATE i, 1 • ' n 6. BEGIN LAND CLEARiNG. EXCAVATION. TRFI>MMHG. CUTTING OR GRADING AND EARTHWORK-SURFACE 6. 111E ESC FACILITIES SHALL BE INSPECTED DAILY BY THE �. � � AI ROUGHING AFTER INSTALLING APPLICABLE SEDN"T, EROSION PREVENTION AND RUNOFF CONTROL APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE RADIUS 25' MIN. � �: ► '; N' ' "► MMEASNIRES NOT IN THE DIRECT PATH OF WORK, (SCHEDULE A.5.B.N.(5XA)), (S'CHEDAE THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING .: 'w" . f"- A.7.C.L(1)) AND (SCHEDULE A.7.G1(1)) 1 WAR WARRANTY PERIOD AFTER CONSTRUCTION. ',;: ;j� CLEAN CIT RUN OR 3"- d' CLEAN ROCK .�.' •�.��d'�C{� �' 7. APPLY TDONX RY AND/OR PIDIMANENT SOIL STAIIUIM ZATION MEASURES MEDIATELY ON ALL 7. STAN= CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE CATCH BA:MN BEGNiNING OF OONSTRUCTKON AND MANTANED FOR THE OlRAT10N OF SUSPENSION CORDS/1R1111 SW Salmon OISILLRBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO WSURE 4; ?}x SU BGRADE 'REINFORCEMENT 100 ROADWAYS, (SMILE A S B M.(5).(B), (SCHEDULE. A.S.B.N.(5XC) & SCHEDULE A.5.B.N.(0).) THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE GEOTEXTNE. AS REQUIRED B, �'' k e' MN. �. NET WEATHER BMMPS CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE OVERFLOW Portland, OR 9720.5 ZE EXCAVATION AND CREATION OF BARE GROUND ON SLOPES GREATER THAN RVE (5) PERCENT FROM OCTOBER 1 �y DEPTH TCI. 503.211.1121 THROUGH MAY 31 EACH YEAR. (SCHEDULE A.7.A.1.) �. FILTER SACK Fax. 503.111.1077 �'•'' 0• WET WEATHER BAPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END � �� •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL n OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS AND EACii WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.11.) :Y• *'• r "'' ' 10. LIENTiFY. MARK. AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS OP"T SACK AVEL CONSTRUCTION U AND VEGETATION NCL)DING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION �VWII�1�1 rN� hVO�M FRONT VIEW AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND -- ENTRANCE -CURB RAMP Y SENSITIVE AREAS (EG.. WEiLMNDS� AND OTHER AREAS TO BE PRESERVED. ESPECIALLY IN 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT PERIMETER AREAS. PRESERVE EXISTING VEGETATION AND PE-VEGETATE OPEN AREAS WHEN TO THE 'LENGTH OF THE BARRIER TO AVOID UX OF JOINTS. WHEN • • --PAVEMENT RY ESSA , PRA:TICABLE BEFORE .SND AFTER GRADING OR CONSTRIICT�K)N. (SCHEDULE JOINTS ARE NECFILTER CLOTH SHALL BE SPLICED TOGETHER A.&ILL(1) A (2)) AND (SCHEDULE A.74.0.(1)) ONLY AT A SUPPORT POST, WITH A MINIMUM G-INCH OVEML AP, AND r . ': ' • "�'•;y; S BOTH ENDS SECURELY FASTENED TO THE POST. OR OVERLAP 2 X 2' 1` R®AR FOR ' POSTS AND ATTACH AS SHOWN ON DIE TAIL SHLIT 3-2 3'Z 11. PR011NAt PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT CATd1 SAlN '.. � �' BAG REMOVAL f''f�t'� . . .:..• Z FROM BEKOi'NG A SOURCE OF OROSiON AFI! REMOVE ALJ. TEMPORARY CONTROL MEi.SURES, 2. THE FILTER FABRIC FE NCE SHALL BE INSTALLED TO FOLLOW THE •'.'�• ►�' z UNLESS LOCAL CORCtiNANCE% REQUIRE OTHERWISE, AS AREAS ARE STABILIZED. (SCHEDULE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A ti t' ��, ♦ � , A.521(8)) AND (SCHEDULE A.7.0 N.(2)) MAXIMUM OF d FEET APART AND DRIVEN SECURELY INTO THE GROUND A �� `�•. �;.:�.� • '.': '�:► •' '. '. ..." O • MINIMUM OF 24 INCHES 11 ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL. PERMANENT VEGETATIpi OR T:. a THE FILTER FABRIC SHALL HAVE A MINIUU6 VERTICAL BURIAL OF d + �- 2'X2•X3/4` RUBBER FLOCKS OTHER PERMANENT COVERING OF EXOOSE.D SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE �x�r EXPANSION RES IRAINT I ■ VEGETATIVE SEED MIX USED. (SCHELtiLE A 7.C.M1.(3)) ! (SCHEDULE A 7.0 IN.(4}) INSTALLATION. SHALL BE BACKFILLED AND COMPACTED. ALONG THE ENTIRE DISTURBED AREA. STORM V ■ 1& SEDIMENT CONTROLS MUST BE INSTALLED AND M..,Ni'AIIEO ALONG THE SIZE PERIMETER ON ALL 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE PIPE � '`�'� �• FILTER SAC( DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AND AT ALL ACTIVE' AND OPERATKxHAI MANUFACTURED STITCHED LOOPS FOR 2' X Y POST INSTALLATION. •+ "O�' O P�•• NIERNM NV AL STORM DRAIN At ALL TIMES DURING CONSTRUCTION. (SCHEDULE A 7.p.i.(1) - STIP' STITCHED LOOSHALL BE INSTALLED ON THE UP HILL SIDE OF THE ,. (2)) SLOPED AREA ;;o;., +. v f,% ;w y; SdQL1:.FAMILY CONSUL TANTS 20' LONG BY 20 WI�� vp 14, PINOR TO ANY LAND DISTURBING AC71MTIES EACH SLATE MUST HAVE GRAVELED, PAVED. OR b• FiLTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED B' DEEP OF ` MINUS CLEAN ROCK. THEIR USUT M PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN TRACKING CONSTRUCTED ENTRANCES, EXITS AND PARKING AREAS KITH EXIT TWEE WASH T.( R£Dl10E THE PFFiMANEINTLY PROTECTED AND STABILIZED. _ INSERT SACK 30 BY 20' WIDE TRACING OF SEDIMENT ONTO PtL3UC OR PRIVATE ROADS. (SCHEDULE A.7.o.Ia.(i)) SDE VIEW MMERUAL 6. FUER FABhii, FENCES SHALL BE INSPECTED BY 30' NG B ROCK. It til*30 TRUCKING SATURATED SONS FROM THE SITE. EITHER WATER-TIGHT TRUCKS MUST BE USED APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT NOTE: AUTHORITY MAY REQUIRE GOVOVERNI OR MA LOADS MUST BE MAON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE LEAST DAILY DURING PRO'ONGED RAINFALL.. ANY REQUIRED REPAIRS RECESSED CURB INLET MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. GOVERNING FABRIC TO PREVENT ON ROADS (SCHEDULE A 7.D.111(3)) SHALL BE MADE IMMEDIATtlY. SIZE OF FILTER FABRIC INLET SACK TO CIE DETERMINED BY MANUFACTURER. SUB-SOIL PUMMPNO. 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE LOCAOTHER AWAY FROM C DIVERSION 1 � NCON MUST ED FL AT THE ENS of EACH WORKDAY OR �� FABF�C �T pROlE�T10N OTHER BIDS. SUCH AS DIVERSION Cf LNrCONTAMIHATEB FLOWS AND INSTALLATION Of SEDIMENT FOICES AROUND STOCKPILES. MUST BE IMPLEME NTED TO PREVENT TURBID DISCHARGES TO SNJRFACE WATER& (SCHEDULE A.711.(1)) Nt (SCHEDULE A.7.E.N.(1) - (3)) N.T.S. NTS 17. BTPS THAT WILL BE USED M PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED 10 a POLLUTANTS FROM SPILLS NO DISCHARGE OF ATE TRUCK WASH WATER, VEHICLE AND te O EMPMENT GLEAMING. VEi KXE AND EQUIPMENT FUELING, MAINTENANCE. AND STORAGE. 'a OTHER &7 WEATHO E ON C*NMiOL CLEANING AND MAINTENANCE ACTIVITIES. AND WASTE HANDLING ACIiVITI S. THESE POLLUTANTS INCLUDE FLO t, HYDRAULIC FLUID. AND OTHER ONS FROM VEHICLES AND MACAIERY, AS WELL AS 1. THE WET WEATHER CONSTRUCTION SEASON IS BETWEEN OCTOBER 1, AND JUNE 1. u C� (' �♦ Oro q LEFTOVER PAINT--, SOLVENTS. AND GLUE'S FROM CONSTRUCTION OPERATIONS. (SCHEDULE THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION A.7.E1(2)) AS OUTLINED IN 'EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNANG y 2� - 1 ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE. APPLJCATNON. AND ONSPOSAL. (SCHEDULE A.71.111.(2)) uj UJ it 901 WASTE AND hhLmRDOUS MATERIALS 10.4A!EMEiHT. FOLLOW PP, CPT WRITTEN SPILLC PREVENTION AND RESPONSE PROCEDURES, E]MPA AYES TRAINING ON SPILL PREVENTION AND Q PROPER DISPOSAL. PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, AND MATERIAL DEIIVEFRY AND STORAGE CONTRCXS. TRAINING AND SIGNAGE. MATERIAL LASE. COVERER STORAGE AREAS FOR WASTE A!•D SUPPLIES, (SCHEDULE A.7.E.111(3)) 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES. USED ONS, CONTAMINATEL SOILS, CONCRETE � WEATHER - CONCRETE WASTE. SAMIARY WASiE. LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED 93E0 C 830%M C Q OR GENERATED DURING CO N!,IRUCTNXN AND MEET ALL STATE AND FEDERAL REGULATIONS AND APPROVALS. (SCHEDULE A.7.E11I.(4)) I. GROUND SURFACES EXPOSED DURING THE WET SEASON SHAD_ HAVE TEMPORARY GRASS COVER 21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE M ATMIIM REQUIREMENTS FOR ANTICIPATED SITE MEASURES FULLY ESTABLISHED BY OCTOBER 1, OR OTHER COVER MEASURES WILL HAVE TO BE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS IMPLEMENTED UN AL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE NEEDED TO COMPLY WITH ALL APPIJCASLE LOCAL, STATE. AND FEDERAL EROSION AND SEDIMENT GRASS STAND FOR CONTROLLING EROSION Bi OCTOBER 1, IT IS RECOMMENDED THAT SEEDING OONTROL REGULJATKINS. CHANGES TO TME ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN AND MULCHING OCCUR BY SEPTEMBER 1. ACTION PLAN TO DEQ OR ITS AGENT FOR APPROVAL_ (SCHEDULE A.7.F.) 2. HYDROMULCH SHALL BE APPLIED WiTH MASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOPES 22 SIONIF'ICAWT AMOUNTS OF SEDIMENT. WHICH LEAVES THE SITE. MUST BE CLEANED UP WITHIN 24 STEEPER THAN 10 PERCENT. HYDROSEED AND MULCH Si"ALL BE APPLIED WITH A BONDING HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROP F'+L Y DISPOSED. THE CAUSE AGENT BONDER). APPLICATION RAT: AND METH(X)OLOC'r TO BE IN ACCORDANCE WITH SEED OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF SUPPLIER RECOMMENDATIONS. PROQJE:CTAiAAE THE DiSCHARQ►_ WITHIN THE SAME 24 HOURS, ANY IN-STREAM CLEAN UP Of' SEDIMENT SHALL BE PERFOf V) ACCORDING TO THE OREGON DMS ION OF STATE LANDS Rrt;% RED TIME FRAME. 3. DRY. LOOSE. WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE (SCHEDULE A.7.F.L(1)) HYDRUMMULCH APPLICATION REQUIREMENT (4000 LO./ACRE). ANCHOR STRAW BY WORKING IN b 12-29-0d REVISION PER BY HAND OR VKTH EQUIPMENT 'ROLLERS.. CLEAT TRACKS. ETC.). % iI b 2a AN VACUUMING OR DRY SWEEPING MUST BE USED TO CLE -UP RE;IFASED SEDIMENT AND MUST NOT CITY 1ST REVIEW� { BE INTENTIONALLY -VASHE'D INTO STORM SEWERS. DRAINAGE WAYS. OR WATER BOGIE'S. (SCHEDULE A.7.F.L(2)) 4. MULCH SHAH BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 24. THE APPUCA710H RATE OF FERiNJZERS USED ;'7 RE.ESTAKr," VEGETATION MUST FOLLOW b. SOIL PREPARA71ON - TOP SOIL SHALL BE PREPARED AC%;GRDING TO LANDSCAPE PLANS OR MANU FACTUREWS RE09MMENDATIONS TO MINIMIZE NUTRIENT RENEAASES TO SURFACE WATERS. RECOMMMENDA71ONS OF GRASS SEED SUPPLIER. '' IS RECOMMENDED THAT SLOPES BE 6'-0' TIME �- RELEASE FERTILIZERS SHOULD BE USED WITH CARE WITMA ANY WATER WAY RIPARIAN ZONE. ROUGHENED Bi�FORE SEEDING BY "TRACK-WALKING,' (DRIVING A CRAWLING TRACTOR UP AND (SCHEDULE A.7.F.L(3)) DO%4 SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE SiTES FOR SEEDS TO REST. L� 2b. SEDIMENT MUST BE REMOVED FROM BEHIM A SEDIMENT FE?K;E WHEN IT HAS FEE/It�IEG A HEIGHT 6, SEEDING - RECOMMENDED EROSION CONTROL.. GRASS SEED MIKES ARE AS FOLLOWS. SIMILAR FRONT VIEW SIDE VIEW OF 1/3 THE HEIGHT OF THE FENCE ABOVEGROUND AND BEFORE FENCE FEEMOVAL (SCHEDULE MIXES��ED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED If APPROVED BY l A.7.F.N.(1)) i 26. SEDIMENT MUST BE REMOVED FROM BEANIE BIO BAGS AND OTHER BARRIERS IT HAS REPO ED A I. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): ANGLE BOTH ENDS OF SEDIMENT FENCE NOT• l HEIGHT OF TWO (2) INCHES AND REFOEE BMP REMOVAL (SCHEDULE A.7.F.N.(2)) DWARF PERENNIAL RYEGRA•SS. 6071 BY WEIGHT TO ASSURE SOIL IS TRAPPED.CO `\ 1. BURY TTM O FILTER GRADFABRIC ON MN. -� 1LV12�Od 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS CREEPING RED FESCUE, 20% BY WEIGHT //� VERTICALLY MUST OILt WHEN THE SEDIMENT RETENTION CAPAtJTY HAS BEEN BY FIFTY (50)70 AND APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE 2 2* x 2• FIR, PINE. OR STEEL FENCE POSTS. AT COMPLETION OF PROJECT, (SCALE A.7.F.N.(3) ! (4)) 2. STANDARD HEIGHT GRAM, MIX1771 ( pHECK; KSRa STITCHED LOOPS 1D INSTALLED 21L DEO MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE ANNUAL RYEGRASS. 4OR BY WEIGHT STICH SLOE P -- NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR T AND TURBIDITY IN TURF'-TYPE FESCUE. 60% BY WEIGHT UPHILL�/�� DRAWN BY. ./ITS STORMWATRUNOFF. (SCHFDLU A.7.F.N1.) APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE ER NTERLOC(EO 4. COMPACT NATIVE FILL N ALL AREAS OF 7. FERTILIZATION FOR CRASS SEEii - IN ACCOROMICE WAIN SUPPLIER'S 2• x 2• POSE TOP VIEW FILTER FABRIC TRENCH. 29. MUSTSHOULDBE CONSPORA ILY STN ACTIVITIES CEASE FOR THIRTY GAYS OR MORE, THE E. TEE SITE RECOMMENDATIONS. DEVELOPMENT AREAS 1WT111N 50 FEET OF WATER BODIES AND AND ATTACH. � PROJECT 205170 MUST BE TEMM'ORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER. TEMPORARY WETLANDS MUST USE ARAM-•F'Hi>SPHQRUS FERTILIZER. SEEDING. OR OTHER METHM. (SCHEDULE A,8.A-) 1 30. SHOULD CONSTRUCTION i1CTIVI't'IES CEASE FOR FiFiElUV (15) DAYS. MORE ON ANY SWGNN'ICANL B. WATERING - SEEDING SHALL. BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTAOL151M GRASS. ��'NT . . s. PORTON O' A CONSTRUCTION SiTE TEMPORARY STABILIZATIONN ISI REQUIRED FOR THAT PORTION SUPPLY WATER AS NEEDED, ESPECIALLY IN A eNORMALLY HOT OR DRY WEATHER CONDITIONS OR XAB • E"X OF THE 911E LITH STRAW. COMPOST. OR OTHER TACKI"EO COVERING THAT PREVENT SOiL OR ON ADVERSE SITES. WATER APPLICATION RATES MOULD BE CONTitOLLED TO PROVIDE NTS WING EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDUL.E A.B.B.) ADEQUATE MOISTURE CAUSING RUNOFF. N 31. DAILY INSPECTIONS WHEN RAINFAIL AND RUNOFF OCCURS OF THE BAPS AND DISCHARGE OUTFALLS 0• RE-SEEDING -- AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TTI PREVENT EROSION A MUST BE THF PROJECT ESCP INSPECTOR. THESE INSPECTIONS AND OBSERVATIONS MUST BE SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE RECORDED IN A LOG THAT IS AVAILABLE ON SITE, (SGMEDULE A.6.6.1.) • (SCHEDULE B.1.EU(1)) MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. ,� SIGNIFICANTTO 32. BAPS MUST BE INSPECTED BEFORE, GURING, AMONNFiCANT SRM EVENTS. (SNCHEUU10. THE NET WEATHER CONSTRUCTION SEASON IS BETWEEN OCTOBER 1LE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR INET WEATHER COAND JUNE 1. THE u A.7.F.) CONSTRUCTION AS OUTLINED N `EROSION PREVENTION AND 9ED!MENT CONTR'1l. DESIGN AND PLANING 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO COW THAT BAPS ARE IN WORKING ORDER PRIOR TO THE SITE BECOMING; INACTIVE OR IN AN7 W ATKN OF SITE o 0 23L_ NilXrjFLITY AND MUST BE NdSPEC1E0 VISIAALLY ONCE EVERY TWO (Z) WEEK: OI/RIMG INACTIVE PkWODS DREAM THAN SEVEN ;7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE 9.1.9.(2)-(3)) 2ND SUBMITTAL � �-�'•�� U. E PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND AOC13=1DISCHARGE POINT OR OOMMSiREAM LOCATION DURING PERIODS WHICH THE SIZE IS INAOCESME DUE TO INCLEMENT WEATHER. (SCHEDULE 8.1.8.(4)) '"rM+'fh'•` •, . ...;..<q .�« ... v i F .,. ;, -.;u'v.. ro ,. - - ..w' h r rE. ._ .. .n.. ., „. . >• L { .w,k. y. •, ,-.... a",..,. . a .. sn ,.;..�. ^h r.,. 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LACE ONSIrrE IFANNID / LAND8CAPL:,RCHI = ANDSCAP CONSTRUC ION DOCUM N S "CONSTRUCTION S T" ti PR PAR D n • FOR * R OPUS NORTHWEST DEVELOPMENT n ti 1111 SW Salmon Suite 1(X1 PoHlond, OR 97105 Tel. 5113.121.1111 TIGARDFax. 503.111.1077 0 1 OR GON 6w x At � Q �S + SW R DWOOD LN LL ROO CT z A ` SW ASH ST � r� 15 til JSWNAF rDARRINGTON AVE CT r • SJWD 'ri CONSMTANn P sw ou AIA RD DURHAM OST W Sc UNION PACIFIC � Q 1101 EWOOO ST Q AF LN CL' 0 _ w .w DURH R tc"T ItT O N Uj `i Ir - CITY P SW NULEY RU t SW RIVEN DEIl OR Q Q OMD PORT IALIW VICINITY MAP NOT TO SCALE CONTACT INFORMATION GENERAL NOTES SHEET INDEX PWXIECT"""om L_1?l11MOG JLP I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD CONSTRUCTION STANDARDS, AS WELL AS APPLICABLE FEDERAL, STATE AND LOCAL COVER SHEET _��_____ LO OWNED SCP E ARCHrTECt CODES, ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. A 48-HOUR NOTICE SHALL BE I f') �g �St [3ave0o�Tlent WRQ Dead Inc. - OREGON GIVEN BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. LAYOUT AND DIMESIONING PLAN �_ L1 I 1500 SW FkV Ave, Suite 1100 5415 SW Westgate Dr, Shite 100 2 PRIOR TO ANY CONSTRUCTION, LOCATiON OF EXISTING UTILITIES SHALL. BE VEPIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE LANDSCAPE PLANTING PLAN L2 I paUld, Oregon 97201 Po tlgr4 Oregon 97221 SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE AP::�,.rECT PRIOR TO PROCEEDING WITH CONSTRUCTION. Phonw. 593-916-8463 Phone: 503A19.2500 OREGON UTILITY NOTIFICATION CENTER 6W-248-6699 LANDSCAPE PLANTING PLAN ---- L3 I !'ax Fax 503.419.2600 3. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTED BY THE OWNERS REPRESENTATIVE, LANDSCAPE PLANTING PLAN _—. L4 � Contact: Jim Sheppard Contact Mike Andrews, RLA �----- - Brlan Bennett Jeremy PerwR RLA 4. ALL. FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL FILL WILL BE PLACED IN 8r LIFTS AND COMPACTED TO 96% RELATIVE MAXIMUM DENSITY LANDSCAPE PLANTING PLAN — L5 ACCORDING TO AASHTO T-99 STANDARDS. BASE ROCK IN AREAS TO BE PAVED WILL BE COMPACTED TO THE SAME STANDARD. AREAS TO BE PLA14TE-D WILL BE AWITFE-Cir. CML EN(04MR COMPACTED TO 66% OF THE T-99 STANDARD. THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO CONDUCT INITIAL TESTING AS REQUIRED. LANDSCAPE IRRIGATION PLAN ___ L6 I DATE: 1011212006 ADDITIONAL COMPACTION TESTS MAY BE REQUIRED IF POOR COMPACTION EFFORTS ARE OBSERVED DURING CONSTRUCTION, AREAS REQUIRING RE-TESTING AS LRS psrctitects, INC. WRG Deslgn, ft. -� OREGON THE RESULT OF POOR COMPACTION, WILL BE RE-TESTED AT THE CONTRACTOR'S EXPENSE, ALL COMPACTION REPORTS WILL BE SUPPLIED TO THE CI4'iL ENGINEER LANDSCAPE IRRIGATION PLAN ___ L7 1121 SW Salknon St, Suite 100 5415 SW Westgate Dr, Suite 100 FOR APPROVAL LANDSCAPE IRRIGATION PIAN I CHECK MPA _..___ LF, I DRAWN 8Y: JL•P _ Poor, Ow egon 97205 Portland, Oregon 97221 & CONTF ACTOR IS RESPONSIBLE FOR PROVID04G DUST CONTROL MEASURES AND FOR LEAVING ALL AREAS OF THE PROJECT FREE OF DEBRIS ANU phorw: (503) 221-1121 Phone: 5MA192500 CONSTRUCTION MATERIAL LANDSCAPE IRRIGATION PLAN L9 _ Fax (503) 221-2077 Fax 503A192600 SITE DETAILS __ -- _ L10 � PRolr`cr.• OPvase� ` Cpryt�C1+ Trish Nixon ContalCt K" Rusalell, PF_ THE CONTRACTOR SHALL IMMEUTAI ELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF OBVIOUS ERRORS OR OMISSIONS IN THE PLANS IDENTIFIED DURING Rayrrwrx! Cha11U CONSTRUCTION PLAN REVIEW AND STAKEOUT THE CONTRACTOR SHALL NOT CONSTRUCT ANY FACILITIES IDENTIFIED DURING PLAN REVIEW AND STAKEOLrr THAT LANDSCAPE & IRRIGATION DETAILS L11 ARE IN OBVIOUS ERROR, WITHOUT WRITTEN INSTRUCTION FROM THE OW -RS REPRESENTATIVE. LANDSCAPE & IRRIGATION NOTES L12 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN AND MEASURES AS REQUIRED BY THE CITY AND/OR COUNTY. Ilk CONTRACTOR is RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING PAVED SURFACES INCLUDING; SIDEWALKS OR ("URBS WITHIN THE PUBLIC RK*HT-OF-WAY WHICH ARE DAMAGED, DETERIORATED OR REMOVED BY CONSTRUCTION SHALL BE REPLACED TO CITY SPECIFICATION RESULTING FROM CONSTRUCTION ACTIVITIES, ACCESS AND STAGING L 0 9. CONTRACTOR MUST RESTORE ALL AREAS USED FOR CONSTRUCTION ACCESS AND STAGING RESTORATION MAY INCLUDE, BUT WILL NOT BE LIMITED TO, SCARIFYMlO COMPACTED SOIL AND REPLACING VEGETATION. / .Z U 1Q CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. THI CONTRACTOR IS RESPONSIBLE FOR THE COST AND COORDINATION OF REPLACEMENT, BY LICENSED SURVEYORS, OF DAMAGED OR REMOVED MONUMENTS. 4 2ND SUBMITTAL � •�«� � � C 1 2 3 � r. •an. '.�. K'�'a!'M'da+l°+,f-xam,�rip��" , WT ': .. .. ' - .. .. '�'R't �^ Y . •.. ,V. .... � � �,N'., r .• 11�IT'�Ilr�r r(rjlTlfr�ljr rll1��rlljl1r�r �rlr�r Ijl Ijl i 2 I C ,. 011, '. ., '. . + � • r r h .h. , .�,, .... w..a..... .Gar• •maw _. ..,_,. .... .....x.._ x sa m�rd!'.>rraw+var.MasrwX'w+ :,a.s«•rtuw.w-.e.++.. ...eti.-•.wn+ww,rrW.r_...._.- _.�..�.,......_. .,+c, 46..._-.rr-.+xka:r.yw�•ww:..w►...�. ....,....0-r .cs.:.r_-.-.,w:rua- .Ia.nMRw,..•r.n+e:..••wYaRy+f...e`rwMw.....-w.+ar... -++�a:w,,.,+w...,rrraear.H as+rwar.er-a..s..rw..+. , ■^ms,:+n a`-ww+abne':srWNr..l►'r.,u:Maew.c -c:,ii�ifY• "' .e- nww:Yw+aaa„w„-r,yrrp IYl�ttor arwwr '� �' w • "P a,f/ *w;a z X11 ,yc ' r dl. GIST 1GENERAL , SIC ES: LAYOUT PLAN � . U PLANTING t ALL DIMENSIONS ARE TAKEN TO F/+CE OF CURB OR BUILDING WHERE APPLICABLE UNJ11 OTHERWISE NOTED ON ,/Vile E ON PL/,NTN1Q. BED ,1 THE PLAN 02/14/97 THE CONTRACTOR SHALL LAYOU7 AND ADJUST FOR APPROVAL BY THE LANDSCAPE AACHITFCT PRIOR TO CONSTRUCTION. -- ' CENTER ROW OF --- )�i8 o2/2e/07 W HGr. CENT SHALL W BE CONTRACTOR SHALL VERIFY DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT OF ANYPAIAE - — CUT TO FIT. �, DICREPENCfE8. a % L A K H G E K T I, +r u PL.ANTIING PLANTING 4. USE DIMENSIONAL INFORMA�!ON GIVEN DO NOT SCALE DRAWINAS. ' ` r.,�N c t r.H c K i • c - eED S' OIA POTS (TYP. OF � BED - -- -- � -_ - T.B.S. BY OWNER I - CP.., - ALK3N PAVEMENT ALIGN PAVEMENT � � CONTRACTOR SHAM REFER QUESTIONS ON MATERIALS, FINISHES, LABOR /USD/OR PERFORMANCE STANDARDS WITH PAVEMENT 6•-8' NOT SPECIFIED HEREIN TO THE LANDSCAPE ARCHITECT. EDGE WITH BUILDING I EDGE ti COLUMN (TYP) COLUMN (TYP) TN?. UN. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND PROTECT ALL EXISTING SITE ►MPROVEMENTS AND ' S, - UTILITIES DURING CONSTRUCTION OPERATION& CONTRACTOR SHALL CONTACTUTILITY PROTECTION SERVICES 72 i PLANTING HOURS PRIOR TO CONSTRUCTION. STM BOLLARD / I SED a (Type / 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, INSPECTIONS, FEES, AND CHARGES. _ & ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED ON DOORWAYS UNLESS OTHERWISE NOTED11 H ON & 5' THE DRAWING VEMENT TO EXISTING CONDITIONS.AT LOCATIONS WHERE IPAVEMENTS SHALL ALIGN BOH VERTICALLY AND HORIZONTSTING PAVEMENT ABUTTS NEW PAVEMENT, CONTRACTOR ALLY.BLEND i ATJOINTS WILL NOT BE ACCEPTED. TYP. Z PROVIDE MINIMUM V8' PEA FOOT CROSS SLOPE W DIRECTION OF SURFACE DRAINAGE ON ALL WALKWAYS. B, PIJWTING _- - — - -- - BED -- - - , n WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE OR VF:RTICIE SURFACES PROVIDE V2' EXPANSION pp,�,_� / JOINT. WHERE NEW CONCRETE PAVEMENT MEETS EXISTING ASPHALT, UAW CUT EDGE OF ASPH/J-T AND BUTT NEW PLANT14G � _ '4b. � � \� PAVEMENT TIGHT. SCORING JOINTS SHALL MATCH EXISTING CONDITION WHERE NEW CONCRETE PAVEMENT REPLACES `' SED �. — FS, EXISTING OR ABUTTS EXISTING CONCRETE PAVEMENT. 3wi1� �121 Saln�al -- -- - --- ---- — C.P. ----- ----- // /� �� 12 FINISH ON CONCRETE SHALL BE TO TRAFFIC FLOW. partland OR 97105 �. :a PLANYM PLANT14 i CENTER ROW OF PAVER _ �� LOCATE C.P. AT INSIDE �� / ` 13, WHERE NEW ASPHALT PAVEMENT MEETS EXISTING ASPHALT, SAW CUT EXISTING ASPHALT. ALL NEIN PAVEMENTS Til. 403.111.1111 � am SHALL BE CUT TO FIT. CORNER OF BLDG ) WITH SHALL MEET EXISTING PAVEMENTS FLUOR Fax. 503.111.1011 ~,.• -- -� FACE OF BUILDING 24'x24 CONCRETE PAVERS (TYP) EXPANSION JOINT (TYP) 14. PARKWG LOT LINES AND TRAFFIC CONTROL MAi8OM SHALL BE PAINTED ON PAVEMENT WITH MMMrNIM 4' WIDE n MFR MUTUAL MATERIALS LINES OR AS SHOWN ON PLANS. CONTACT LANDWAPE ARCFMTECT FOR COLOR SELECTION PRIOR TO PAINTNa MODEL ARCHITECTURAL SLAB 24x24 SCORE JOINT �) ��/ It / U I z CONTRACTOR SHALL MOCK UP ALL SCORE JOINTS w - �. .. 1 AND OBTAIN APPROVAL OF - N THIS AREA , LAN8DCAPE ARCHITECT PRIOR TO POUR ,� �. � i LL SREVIATION � . ' ENTER POINT z S.O.C. - BACK OF CURB 0 F.O.W. - FACE OF WALL Li COURTYARD LAYOUT AND MATERIALS PLAN R - '�1D1� i J T.B.B. - TO BE SELECTED � I • 0 � � CONSULTANTS 0 5 10 20 40 I Z CL Z -EDGE OF SIDEWALK (SEE CIVIL PLAN:') a 4!4r 8'-W �' O lu `• .'.'. . ... -ALUMIAUM HEADER AT EDGE i OF DECOMPOSED GRANITE% w Vj O �,• . , , . PER DETAIL 3. SHEET L10 I� Z i - --- - ---_ . . . . . . . . . . . . . . DECOMPOSED i O m 0 O GRANITE PAVEMENT L� BENCH WITH BACK MFR: VICTOR STANLEY MDL: . . . . .'.'.'.'.'. I W W28 COLOR VS-BLACK (TYP. OF FACE BENCH TOWARDS • . . . . . . . BLDG . .•. . ',. ' BACKLESS BENCH O . . . . . . . . . . • .:. .'. • . MFR VICTOR STANLEY klDL• RB-12 ----- COLOR VS-BLACK -- TRASH RECEPTiCM. . . ' . . ' . . . . . ' ' . . . � 1 B MFR VICTOR STANLEY _ MDL 8-42 WITH V II<TANdI E88 ASHTRY LID PROJECT IYAI E ' , , . . . . , , . . . Y i 1?/2m JLP BENCH WITH BACK MFF: VICTOR ST . . . . . . . . . . . . . . , MDL: RO-28 COLOR T V9_BL�ICiK r ,.•.•.•.......'. .•• .'.,.•.•. .•.•.•.,. .1 .,., I / �, / I .. . I G . . .. .'.'.'.'. . . . . . . . . . . . . '.•.•.• •.•.•.• •.•.•. .•, i /% r DATE:/ iGV12/2U08 LwCHECK_MPA EDGE OF SIDEWALK </ I Or'iAIVN 8Y. JLP (SEE CIVIL PLANS) PROJECT: OPU&MI SITE REFERENCE MAP ;alai i0'D� .'• 20 CONFERENCE AREA LAYOUT AND MATERIALS PLAN 1 �z VF z� z sn 2 4 a 16 2ND SUBMITTAL. �• « •-» 1 �T I 1 � {'''�'1•t t t 1 � �1 1 ! � � � i; 1 • '1' rl 1 I y' r i cc fril WIT 119711 AMAIN L ........... .� .. ... .. -- -...._ _ .v. .. ,._. •,..�•.. - -.� ,K- .,..n:i" ....'Ya•V2Ws.9R.n�ln'...tt ..r _. ... a w .r.. .,a�'da..__.war....Y•A..w7Yr. .M-f"riM+�'^ a.•r N^-�x...lwa.r+.M.:a::,,.r,r*r. ,+wp, ..w....,.-w ...qf. 5: t t i PLANT HAAT' IAL � HEDIII_E Y - s r _ ��_•, - BOTANICAL �� . TREES �' �"'' I L L'% os;. RE ON J _ 0-- ARMSTRONG RED MAPLE ACER RUBRUM ARMSTR N G r CAL AS SHOWN 02/14/97 4� EXISTING EVERGREEN a (IGEN MOUNTAIN SUGAR MAPLE ACM!SCCA GREEN kMOIAdTt'1M! 2' CAL. AS SHOWN TREES TO R AMAIN (TYP) - ^ -F_ - -- sIaDEMASTeR FiCMfYL.00UET s9MTt1A RvAillo6 Nr'AB 1iNDBI1NfT8T r CAL A8 SHOWN >I"am 02/2e,-07 �,z ;�,• �. PRINCETON SENTRY GlWGO SM BILOBA'PRWAION SENTRY 2' CAL AS SHOWN t, N ARC'HI I \ SU WAIT ASH FRAM PENNSYLVANICA'SUIWr r CAL N a s '� e _ AS SHOWN ►- dA , ! - EMERALD SENTINEL SWEETGUM UM Ak"6fYRACHW►CLQ r CAL AS SHOWN _ .` ` y • PRAIRIFIRE CRABAPPLE MALUS 'PRAIRIFIRE' r CAL AS SHOWN + :A a I I ►— -- �- THUNDERCLOUD PLUM PRLMJ6 C69ABMERl1'fI (X Olp r CAL AS adOWN KWANZAN CHERRY PFi�ll�S SERRULATA KWMIZAN r CAL AS SHOWN • a. NOTE: LOCATE TREES A MINIMUM OF 1 -.r� -- AUTUMN BLAZE PEAR PYRUS CALLERYANA'AUTUMN BLAZE 2' CAL AS SHOWN ` - TRASH ENCLOSURE 1 �. ♦ '` - SEE ARCHITECTURE PLANS 6' FROM FIRE HYDRANTS. ------ SCARLET OAK QUERCUS COCCINEA r CAL AS SHOWN •.' ``-',� /'may VW ity, - - SLENDER HNOKI FALSE CYPRESS CFAMAECYPARIS OBTUSA GRACW 9 HT. AS SHOWN COLORADO SPRUCE PICEA PUNGENS S' HT. AS SHOWN ' J *J4 00 HOGAN CEDAR THUJA PLICATA 'FASTKiIATA' 8' HT. A8 SHOWN y _ y \`� �_`^•mi```l / r —, `` �_ Ill I I l I ` . i _ ; � � � I HINO CRIMSON AZALEA AZALEA 'VINO CRIMSON' 1 G'AL S'-Or OZ;. 1111 SW SuJmwn 4 Suite 100 '–_ �;• - _ - - - �. � 1 a--- EMERALD 't: ortland, OR 97105 GOLD tUONYMUv EUONYMUS FORTl�1 g1uERM1J'N t3UID' 3 GAL 3'-0' O.C.O:C. . / / 1Tel. 503.221.1121 ,\ _ -__ . _ / I ` ✓ BURFORD HOLLY ILEX CORNUTA BURFORDN' 3 GAL AS SHOWN Fax. 503.121.1071 � COMPACT MAHONIA MAHONA AU K(XI 1M"COMPACTA' 3 GAL W-W O.C. ```—`�1 - —_ ��` // P .• •/ 1 ( -- MORA" UGHT MAIDEN GRASS M®CA14'TH1S SHENSIS'MORK LIOM' 1 GAL 70 O.C. It • • _�` `''� �___ ` / / / 1 -- OTTO WYKEN LAUREL PRUNUS LAUROCERA8U %M0 LUYM( 2 GAL 4!-W OAC. 0 CLARA INDIAN HAWTHORN RHAPFOOLEPIS MDICA CLARK 3 GAL 4.0' Off. MAGIC CARPET SPIRAEA SIVIAEA,iAPONIC.A U4aC CARPET 2 GAL 3'-0' OAC. Li • DAVID'S VIBURNUM VIBURNUM DAWN 2 GAL 244 Or. A DOUBLEFILE VIBURNUM VDAWN PLICATUM TOMENTOSUM 2 GAL d'-Or or, - J a •�`+ SPRING BOUQUET VIBURNUM VBINMNArI TMK1S WRING BOUOIT 3 GAL 4'-w O.C. Z � FA JAPONICA 3 GAL AS SHOWN JAPANESE ARAUA TSTA D1 GRQUNDCO /EB .J+ �� \ \ I ' ,' SOD A WSTANT LAYM OR APPROVE!!EOUAL COVSUL TAINTS �IV6 KINNIKINNICK ARCTOSTAPHYLOS UVA-URSf 4' POTS t-" O.C. NOTE: 1 � ' • ;. 1 , PROVIDE 24' DEPTH OIL IN ALL CORM.BEAIIiY COTONEASTER OOI0IJ1STB1 DN/IE°:�:t1FW BEAUTY 4' POTS 7-0r OC. / PARKIN_ LOT-ISl�AND R& — COMMON PERIWINKLE VN4'VCA MINOR POTS tom'OAC. f //�` Z %' PROVIDE 18' MIN. IL DE -IN ALL % '`. I BIG BLUE LJRIOPE URIOPE MUSCARI W BLS 4 POTS Ile w - j Llj Q SEE SHEET L12 FOR GENERAL PLANTING AND TOPSOIL NOTES • • • _ ALIGN TREES 'NINTH ' �` a' C • • rr`1-`. - CENTERLINE OF BLDG_ yJ r_ _ Z r - COLUMN, (TYP) i �+.�, _% wv tu BUILDIN ,,C Waft tLa: \ Uj Z:4 CL UJ W TRANSFORMER --- { 1 / ' •.`•: ! Z (SEE CIVIL PLANS__) •y '- 1 PROJECTMW T; OW /�� "' •'• 1 � r :� ,.� / _ 1?l15Yn6 JLP ;�' • w • LIGHT POLE AND / �Q X $/� r 1 I �'� FIXTURE (TYP) • • • • ♦ •'i. / - ---- APIA APONI%A LOCATED` • • t IN nT!3' DIA (TYP) POT TO S. { B SE ECTED BY OWNER. SATE: 10 1121111 I CHEC.K MPA TRANSFORMER — � / I ORAWN6YJl.P - (SEE CIVIL-PLANS) 1 - rgob PMECT.' OPU6881 :.. SITE REFERENCE MAP — �� TAxfmnw- W7.9w %, L2 Z3 � 0 10 20 40 80 / 3 + ,23, C 2 , 3 M 4 2ND SUBMITTAL w TT -,. ., :. .. ,•,..-. .. ,.., , .. ;. ?Y^n� ', `. '�9'�`^ :. .. .. , 4. . ^.s.illaWi'4WMd'7Yfk m +Y,.v :-r i. t.. .ST., +`:**^.2w:J. .:.7a ..r.... , ,., ...�Jj,..... .... ...;,...t •-fiE?7Pt3"'R rr•l�d ,. ,:- ti.y.;r•: .�: :q;... i� . y .r;.• qT TIT T `i1 r� �r jr tp -fir 1lI III I 111 I 10t I Z , . f1 1,1411itul It 'pAp,,..•..,. ,,........r....«:.m•4 ..,.......»-.-....-,,,....w,..+sr`,w.rr..:: ,:e....,e. ,..,.es,...,eeu.+r..•.. .,w.s..,.,. •,.• .Yes .n_m...... . _ �' ,.>N..c.w+VUPFi7.!*►�' .. -'...,_ e,..ur_ ..,.K•�.•w.•trw•+1-- •w..,..,, ..rrvirw.. m'nrrmsa+,. `r,wls.�:►••e x . a•Wr•arw.as:..cw,sM+nar7a. r.+an�nr,. ' aay..R+.M... .+u. .�f.•r..Y.rt+r+,.a.w..:'M•-=..-. w.. ++ ..,,. ..+Ml�.l+ry.+m....M...w`r.R,.alh.n+4vr as^e•..,..al.uMeti.AF....M. M!^•. ia,nil.r . ..rYwtiANnraa,r .n„w"r"pt a�. xgLrrwta.„•- +wR 7•MIMII�.IdIMlUwv tY1M�O'wMl.71lWN.^. _.4r:... .-..y�„++--. .-"+r'�+W""+++.i•,a, G;..` •I. Wt '..1i:.,W.► v- ��. `x Y'." W: �a+�•.srsr•a.x>'+w,.•u .J.•+A .wM..u.+rr..,....,...w. . r,w..:,wa•l1r�R. r.-...:.. •'1ti. 1,. i �GIST / 3 iuc� DIR ws OEGN �' 1 �. MT�MATERIALS SCHEDULE 02/14/97 COMMON NAME BOTANICAL NAME UAW 'e . MWEM Ofd/26/07 1 k.LAAH CEHTo-orO I�-- ARMSTRONG RED MAPLE AGER RUBR JM 'ARMSTRO�'K7� 2' CAL AS $HOVVN LANDSCAPE A H C H I f E C --!EXISTING EVERGREEN I 0---- 011EEN MOUNTAIN St M MAPLE AM$AOC1iAFMN1!'(R M IOJNTW r CAL AS SHOWN � 10 f TREES TO f PYP1 + -- 8HADEMMITER HONNYLODAT lRtsm 1RAC�U n"Ilt w r CAL AS SHOWN , �, ---o- — — — — — — — — -- — — _ — — Y — — — — -- -- — — -- - PRINCETON SENTRY GMGO OW BLOBA'PF*X;FON SWRY' r CAL AS SHOWN ''s SUMMIT ASH FRAXNA PEN SYLVANICA'BAIMIT' r CAL AS n X x - EMERALD SIENI NEL. SWEE.TGUM UQLVAM IW SIYRAC RLIA'QLYDEF Mt r CAL AS SHOWN 1 \ x _ PRAIRIFIRE CRABAPPLE MMALUS 'PRAIRIFlRE' r CAL AS SHOWN . 1 THUNDERCLOUD PLUM PRRLMIB CERAS�RA SOW' r CAL A8 SHOWN ------,�'- 1CWANIJW CHERRY PRRL�IUS 8ERRULATA KIVANZM! r CAL AS SHOWN ey 1 , r 1 AUTUMN BLAZE PEAR PYM CALLERYAN A'AUTIA�IMI BLAZE r CAL AB SHOWN n 1 0 --- - SCARLET OAK QUERCUS COCCINEA r CAL AS SHOWN «, 1 - VM lof - SLE1OER FNrOKI FALSE CYPRESS CPAMAECYPARIIS 081Ut;A C;RiACLl6' 6' HT. A8 SHOWN y � COLORADO SPRUCE PiCEA PUNGENS S' HT. AS SHOWN Illl SW Salmon HOGAN CEDAR THUJA PIJCATA 1=ASTIGIATA' d' HT. AS SHOWN Suite 100 , Portland OR 97105 Tel. 503.211'.1111 -- Far. 503.111.1077 �EWALK � 1 - x �. x x x x -_-- _- t3---- HINO CRIMSON AZALEA AZ-AA-EA 'HINO CRIMSON' 1 GAL ?-W O-C. 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J'••�T //.� Z ICS 1 euLCNo �r s � � y� ;o f UO o Q NOTE -- — Z LOCATE TREES A OF `-;y • F FROM FIRE HYDRANT& 6mPROJECT NAME maw jLpt NOTA e x x X X x e • • \ ;y / '' ( / 1 PROVIDE it �OP8C11L IN ALL ` "• x x x -_- -> • `` �' /� P LOT ', �:�►"� - ys • \ f / °� / PIRG OPBOft DEPTH IN ALLPLANTER ::_..� .� ,,... , \ • L_— / c �:. ,,;, x x •• • • ,� ♦ I DATE: 1QH2/2006 • • X S/ \ ^rs:' w.'. • , /' / I CHECK: RMPA • • • • • - x .w. • �/ / f ; / I DRAWN BY. JLP • X X : • /- ry - • EXISTING x x ; • PROJECT. OPU5NI EXISTINoN - BUILDING x x x''{ `l;.:�::�' • • ,r' SITE REFERENCE MAP Qyb TREES TO REMAIN ('TYPE / x •r '`,, I.� i-� •,� � • --• ———--- ,;•r ' x x / I I 1- F p% /, —/Mnm L.IGH'T POLE AND ,' � x � / v' L. 1 so Tib -�E aw�I i ►� C.l�i� EL3 1 2 C �„ , 2 3 Ir,14 2ND SUBMITTAL • " ITITTI yjvfvj IT11111 T I'l • i ' ' I 777' T t• w .. r. .M��`.. •nqs.�'.'�f'■MMe' "!...• ..•er.w.*.�' ..i'LMM/nM' v •• �'�,�•` a;....w.tl•OeAA- +.arw,a►.!s WTt..x■Oltr,'.: . 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Z 1 PRUVIDE Ir MNL TOPSOIL ,�(� SUMMIT AM fRAllllb if)i1MLVNM'd CU•/P r A8 SHOWN a 1 W ALL PLANTER • - RQRALD SENTSEL SWEEjg6M IAIAIflwBIIAN7UN AYOflUM T CAL AS SHOWN 1 BEDS. • • • ,� • PRAE•Flf! CAABAPPIE MAUJS 'PRAIRIFIRE ?CAL AS SHOWN 1 � • • •• Vis.� 1 BUiLD;NG RETAR" WALL ( — THUNDERCLOUD PLUM ipMR CFNUR3N 7�ltOkli]Ol0 r CAL AS SHOW! CIVIL PLANS) • -`�__ ��. •- -� KWANZAN CHERRY PRU NL.6 SERRIMTA i(WAWM r CAL AS SHOWN x LIGHT POLE ' • AURRB IN BLAZE PEAR PYOALLEWYANA'AUIUM BAW r CAL AS SHOWN F1XTl ti 1 x t /• \ • • / SCARLET OAK OUERCUS COCCINEA ?CAL AS SHOWN x � • `�� wy — SUNM HNa6 FALSE CYPBEBS OWPECYPAFIS 09W VVZ W 9 HT. AS SHOWN 1121 SWSab m• 1 x x x ��. • �� ' ; — coLORADo SPRUCE PICEA PUNGENS a HT. AS CHOWN �mft :cc • ON 1 x • • \ �bT HOGAN CEDAR THUJA PUCATA FASTKJIATA' C M. AS SHOWN Pa�'IIO"d 97103 1 . • • • 'i' � M TeL 303.11/.1111 1 . • • 1 • 110 1111 Pa 303.111.1017 1 MD•BLOCK BKIRAGE - BEE OFFBRE PACKAGE BY OTHERS (TYP. 2$ • ° FOR PLANTING PLANS \� (9,-- HIND CRIMSON AZALEA AZALEA HIND CRSA80N I GAL F-W O.C. Qa x \ RAMP (BEE CIVIL FOR THIS AREA < \ �- EMERALD N GOLD EUONYMUS BIOWMA FOMUWJ 9ATRIGD N OOI)r 3 GAL ad O.C. I O •J 1 PLANT / BURFORD HOLLY ILEX CORFNUITA TGIMTFORDI 3 GAL AS SHOWN r ff j — CObPACIWUIONIA MW10NA AOUFOLAM C016ACTA' 3 GAL as ora � u ® MORIOXR UG HT MAIDEN GRASS MSCMMW SNENSS WML D(HH' 1 GAL as or. r � A I RETAIIIG WALL /i'H �, 0— OTTO LUYKEN LAUREL RIMS UtFOCOM OITO LUMN 2 GAL 4'-0. O.C. (BEE CNL PLANE) o c 0--- CLARA PaAN HAWTHORN wrA AInA' 3 GAL r-0' O.C. _ MAW CARPET SPIRAEA SPWW Nar.C%WIC CAFKr 2 GAL as OG. • e! 1 • . •• .i CAVDB VOL04L d VOURINUA DAVDM 2 GSL. rd OG. 1 • �— DOUBLEFLLE VIBUIRIM VOUIUN PUCATUC TOMENTOR 1 2 GAL 9-61 or, 1 o--- SPRING BououET %AKS* M Yaem Tux wRm BwaLEr 3 GAL .'a OiC. cawstarANrs 1 1 �-- JAPANESE ARALL4 FA,M JAPONICA 3 GAL AS SHOWN 1 • GROUNDCOVER2 :• Qo• �+^^�7 . • •: • _ 1 ` //, b� •'..•�_ SOp JB NIITANT LAWN OR APPROJHI EOWL Q X" KNMONIMCK ARCTOSTAPHYLOS UVA-U RM 1• POTS T-0.OG W ' + �J 1 � • � ' CORAL BEAUTY caTOFEASiBi 00TaEA6IeR nllel raRu eFnmr L•POTS r-0.O.C. of a coA•AON PERIWn•u E vNNCA MINOR .•POTS 14r Or. � �� x • • BEE OFFBSTREET PACKAGE OO F,�,-L,Z,I-- BIO BLUE LWOPE L W)PE MUSCAFC BIG BLUE r POTS Td or. FOR V� AND W i V U s SEE SHEET LTz FOR GENERAL PI.ANTB'IG AND TOPSOIL NOTES LW go o JQ � z - a 1 ? us V CL y IL 1 B 1 mfr l — _ - -- -- I L PRD,ECTANIE 1 3 LP5I® ,2/1LIOC JL- 59 c L I 1 I 1 •/ ! r I DATE: ,a,v2ooe 1 L CHECK' ANDA 1 I DRAWN BY.' JLP 1 1 1 PrtoJEcr. opuses, SITE REFERENCE MAPmL=m � 7Lw L4 0 a so 40 so15 o C �3 2 3 2ND SUBMITTAL � �••r-w---K Aa. i i ;r t Y. • i ST 00, OL[CHM DRM 0 �. ON VT ",�b 02/14/97 �E �Ct MATCHUNE-SEE SHEET L2 A A MA'i CHUNE-SEE SHEET L2 A, --_ _ _ _ _ ...�, ------ - - - - - - - - - - -- - - - - - * PLANT MATERIALS SCHEDULE ,SIM 02/2ai07 7 @4TBdl�AL-1�AASE _ ;� -��- :, . ,.t r . .•.. , - \ %,: x TRIEE X O-- ARMSTRONG RED MAPLE ACER RUBRUM 'ARMSTRONG' 2' CAL AS SHOWN / \ % .r;• ` d -- - _ QFON 1AOLMITAIN SUGAR MAPLE AGER BACCKAFilAd CSL ISI(MAN 2' CAL AS SHOWN ti ENCLOSURE 'S ": x x ' I _ _..__ EHADEMAIR HONEYLOCUST asmTtiACAgT1�616Mi'T vamTiR 2' CAL. AS SHOWN n ARCHITECTURE PLANS ' '-' \ T ;• \ WILDING , B r m >� � PRINCETON SENTRY GINKGO OW BL(W'PRINCETON SENTRY 2' CAL AS SHOWN a. • l • =-• O �; 1 — ----- SUMMIT ASH FRAXM)S PENNSYLVANICA'SLUM' 2' CAL AS SHOWN �. • ` J \' ��'} • ��, --- X a.• 'j of r m EMERALD SENTINEL SWEETGIJfrI UQWAIeM STYRACfLLA�1Y[]EfiFT 2' CAL A6 SHOWN .. • \ 'l!�`\ • ; _- j j `// �pe�? r PRA"IRE CRABAPPLE MALUS 'PRAIRIFIRE' 7 CAL AS SHOWN THUNDERCLOU'. PLUM FRM CERAWEPA TFLIDERC1AW 2' CAL AS SHOWN " / • / • _-i • i' '`/' I ' KWANZAN CHERRY PRUNl1S SERRIAATA TRWANZAK 2' CAL ASSHOWN �" • • \ / ,,� ,;' „�; I -- AUTUMN BLAZE PEAR PYRW CAL LERYANA'AUTIJIrNJ BLAZE 2•CAL AS SHOWN SCARLET OAK QUERCUS COCCINEA 2CAL AS SHOWN i • 1121 SW Salmon Suite 100 ,," • t ^.- ' q• SLENDER F•MlOFO FALSE CYPRESS CHAt�tAECYPAJES OBTLISA'ORACll6' 6' HT. AS SHOWN • Portland, tuft 97205 \ `% , i / . x 3 o--- - COLORADO SPRUCE PICEA PUNGENS 6 HT. AS SHOWN Tel 503.22 1.i 121 ' / �. • . :,, \ x x 1 iy Fax. 503.2 21.1077 � / ''., • '�M 1/1 HOGAN CEDAR THWA PL JCATA 'FASTIGIATA' 6 HT. AS SHOWN f ALIGN TREES WITH / /� • , CENTERLINE OF BLDG L % • \ COLUMN. (TYPE �1 \ x / • n7 / x x x ¢ HINO CRIMSON AZALEA AZALEA 'HINO CRIMSON' 1 GAL 3'-0' O.C. • NOTE: / �,., x / / �• • LOCATE TREES A MINIMUM �� ` ` Y, ' x xl i �- -- EMERALD N GOLD EUONYMUS EUONY" FORTIM 1WJWD N GOLD' 3 GAL 14r O.C. - � x / • b FROM FIRE HYDRANTS. �'i \, i I x r • - � BURFORD HOLLY ILEX CORNUTA 'BURFORDI� 3 GAL AS SHOWN � � � :' U13HT POLE AND \ • •..• .• . ' I .: I �-' X / FIXTURE (TYP) • OTE: A ` • • • PROVIDE 24' DEPTH TOPSOIL IN ALL 1 t� t I COMPACT MAHONIA IAMIONIA AGU FOLRJM CAI�ACTA' 3 GAL �d Off. Z %' • • / PARKING LOT ISLAND PLANTERS. i I x I trIORNNH(i IJGFR MAIDEN GRASS I�CIwTTHu4 8MENF3IS 1 LFfIfiT' T GAL #-Or O.C.• PROVIDE 18 MIN. TOPSOIL DEPTH IN ALL I� I �`� 0 / • PLANTER BEDS. �. I0-- % ---- OTTO LUYKEN LAUREI. PfI<A�N16�'OTTO IUYIEN 2 GAL 4-0r 0�•. %% �' r^ , -- C.LARA INDIAN HAWTHORN R APNOLEPIS M�N)ICA C:LARA' 3 Gh'_ N-W O.C. . /� ' • • r° \ I o----- MAGIC CARPET SPIRAEA SPRAEA APONC,A 1�I W CARPET 2 GAL r-P Oa `% '` �. • • ( ( r /• � �. /� • �• • ' ' / ( I Q�--- DAVID'S VIBURNUM VIBURNUM DAVIDlI 2 GAL 2'-d' OAC. ` �� • �. • \� ` . , �-- COMATANTS DOUBLEFILE VIBURNUM V6UFftM PLICATTJM TOME NT06UA1 2 GAL #-r OC, • i 1 �-- SPRING BOUQUET VIBURNUM VdiffW TFNIA 8PF1�lG BOUQUET 3 GAL 4!-W O.G. ,' • / I JAPANESE ARAUA FATSIA JAPONICA 3 GAL AS SHOWN • i' • 1 • • 1 • • � GROUNDCOVER • i • •" • r SOD JB WTANT LAWN OR APPROVED EQUAL W CL i' \ • • I "''i ' \� • , \� — KINNIKINNICK ARCTGSTAPFIYLGS UV.A-URSI 4' POTS t-' OAC. C % • • • r CORAL BEAUTY COTO EASTER COTOIEJIM OAl 3iI CWAI WARY N' POTS r4r Oa Z 4 a ® FZ • ��r� COMMON PERIWINKLE VINCA MINOR 4' POTS t-C OrcL ► . C9 Z • / // 141� w '� � • 1 1 L�1_ • t�t I_ - BIG BLUE URIOPE LIRIOPE MLW"M W BLUE? 4' POTS t-C OjcL wIx ' \ # SEE SHEET L12 FOR GENERAL PLANTING AND T()PSOIL NOTES UA co1 l 1 - ` I • • • ��///�� - ppRpO�E�CT NAMEr �_ I �' (` 1z�Q JLP SEE OFFSITE PACKAGE 1 I ,r �-- CLEAFiA E FOR F`:ANTING PLANS � FAR THIS AREA, , / r �• ,. I ENTRY MON�JMENT / SIGN - BY OTHERS 40 10 \ 1 /: ' � 'f g 1 z / P `� atovs — IF�V ` m / I CHECK MPA _ r I DRAWNBY. JLP �� PrROJFCT. OPU588i, SITE REFERENCE MAP � { L51 � R 0 10 20 40 vf , 2 ,,, 3 4 2ND SUBMITTAL • A i .. :.. r♦, ,.^a •YY.a .,:r<, .., p.. i^W.r - +oeM.Y;r a. y5.. f'a. ex ""y[ •ar: , ;� ta.. ,p.,q� j. "e.h y., _ � . ,.. +�M .� �'y,x.., '� qq�!. �!. "',�!M,��!�!�1M:�N�"'tx<!'� °.'^ I�'.!'!'�a.rn�a ;x . .yµ •r"`*� •--•- �_-: : 1 . 11 lr ' r rJ1 rTTT�r 1 ��r r r r�r I r�•�I r�1r�� 111r l i r r1r 1 r.rr�� I ` -' i ( ►' 112 v, NRR. -1:Ls.-m. -rw _ ••a9r+.•,•... , ..._-^,• -.w..,,. -. t -_ ' ... � ..- rH-M"gLM+lM1� ' ,:i a •• 1.'r.YM _ �FIWV:.LI. - ..' . _ ..-. ..._•A_'�.......r _-. arya..,�.- -. �....'.t1W .. �''� _• .. + .. T.2! 'IeVY61"�--7�4',Q.Y>aM'IIM��.C.N!'.. "�MI�C.L'S-:. .... � ... .. .:.µVl .�rMR'4'..M�U1:YM" ��NW�".' .: � /If�M'KG. - .,4. •.;-•i. �C GIST , �r IRFiIE1ATI N MAIERPIALS_AND LEGEND r� pWGO GwsGYM °E,s,�cQ!jeTIION GPM � '�4N�OR N 21 I3PHAY.IilbAE23: •W,0 RAINBAD 1806-PRS-16 POP-UP SP NKLER, F, TQ H, Q 3.70, 278, M. .92 30 16' ` 14/9Q7 ,`�" 1 OOOn� RA00RD 18WPRS-12 POP-UP SPRINKLER, F, TQ H, O 2.6Q 1A6, 13, 65 30 12' E �v NOTE: ZXPUtO 02/2a/07 VALVE AND MAINLINE LAYOUT IS DIAGRAMMATIC. VALVES AND N AINLINE SHOWN IN BUILDING OR PAVED ; ®8® RA-NcURD UX PRS-10 POP-UP SPRINKLER H, Q U& .79, .39 30 19 AREAS ARE FOR GRAPHIC CLARITY ONLY. ALL VALVES AND MAINLINE SHALL_ BE INSTALLED WITHIN 1 ®� RAINBIRD 1806-PRS-B SPRAY POP-UP SPRWKLER, F, H, Q 1,06, b2, 26 30 8' t n LANDSCAPE AREAS INSIDE OF PROPERTY LINE. ' e> 'i u s�. RAIPIBIRO 1806-PRS-t5 SST POP-UP SPRINKLER 121 30 4' X24' ,m 0 RAINBIRD UM-PRS-15 EST POP-UP SPRINKLER Al 30 4' X 12' � r I 1 R/P9M UO2 ADJATABLE FULL CIRCLE BUBBLER ON 4• POPOP b0 4 1 II CONT.RO L B-YAL_VYS _AND TEN• CE= h r Ir POINT OF CONNECTION 1 1114 SEE DETAIL 5. SHEET Lit, FOR DIAGRAM. STATION NUMBER AND POINT OF CONNECTION DESIGNATION GALLONS PER MMNUTE 1 PRESF,JRE REGULATING ELECTRIC REMOTE CONTROL VALVE FOR GPM 0-20 MFG. r RAIP94Pa7 VALVE (MODEL 100-PEB-PRS) 1 FOR Gi'M 2.-60 MF& 1 V2' RAINBIRD VALVE (MODEL 164-PEB-PRS) fb 2• MAINLINE 1 • . _._ • „ ,_.. , ww. . . w. . VALVE TO BE INSTALLED AS PART OF OFF 7E IMPROVMENTS PACKAGE SEE SHEET L200 FOR IRRIGATION MATERIALS LEGEND. --- - - DRIPUNE CONTROL ZONE ASS'�_i�ABLY r MEDIUM FLOW XERIGATION CONTROL ZONE KIT v, • `� ' //// l ,_ MANUF: RAINBIRD - MODEL XCZ-100-PRF 1111 SW Solnton / �` • Q QUICK COUPLING VALVE AND VALVE KEY Suite 100 / MFG: RAINBIRD (MODEL 44 LRC-NP) PUrtland, 0!l 97105 Tel. 503.221.1121 BACKFLOW PREVENTER Fax. 503.221.2077 (INSTALLED BY CITY) TALL----- ` ' / ; (2) AUTOMATIC CONTROLLERS D 'MALNUNE MTALL - 1�I�JiIIAIJM OF W MANUNE 1 (RAINBIRD ESP-28MC-COM) U FROM BACK MINA" OF 18• CQN[ROLLER_CHART CURB. I FRC" BACK OF "�. _ !EET F. MODEL —_-- -- , z . / SIDEWALK. ,�'tsw / / � L6 'A' RAINBIRD SP-2&C-WM 'B' RAINBIRD -'--- ESP-28MC,-WM-__..---_-.._� A ` ° / a.f rMINI WEATHER STATION/ RAIN SENSOR z / ® MFG: HUNTER (MODEL MWS-FR) • ,\ '`` ♦ ��T G.CONBRACO (MODEL 70-TION VALVE - SIZE PER L100-27)INE IOR EQUAL R ZE VA �; ""- •., .' KING BROS. IN LINE SWING CHECK VALVE (MODEL 1r KSC-CONE SIZE)-S LOCATE AS a NECESSARY TO AVOID LOW HEAD DRAINAGE 1 y __ 1 _```` ti•..,,1� 1 PIE Si EEVING AND COMMUNICATION WIRE p PRINK R / - 1 2' - SCH 40 IRRIGATION MAINLINE UNLESS NOTED OTHERWISE CO�YSUL TAMS / LOCATE CONTROL.LER5114 S L.E ROOM 1 ` OF BLDG. A QI WALL D`EARINET. 1 -- •�•°- MArNLINE INSTALLED AS PART OF OFFSITE IMPROVEMENTS PACKAGE INSTALL PER DETAIL. SHEET L11 AND 94A - 1 3/45 LATERAL PIPE-CLASS 200 0-10 GPM MANUFACTURER'S RE MrIM�NDATKNIS. 1 ELECTRICAL 9AN.. TOR TO•PROVIDE / UNSWITCHED PO PER LOCAL CODES 1 --I-- T LATERAL PIPE-CLASS 200 10-16 GP.M. +' 1' FOR EXTERIQR GFI O�UIRED IS 117 1 s VAC s 60HZ AL CONTRACTOR TO ` P( 11/4* LATERAL PIPE-CLASS ?.00 16-26 GPM / CONTACT ARCHITECT FOR CUT B U I L D I N A ,� �, 1 —SIF — 1 1/r LATERAL PIPE-CLASS 200 26-35 GPM • SHEET OF COf4T R IF �� r / REWIRED FOR ER ELECTRICAL ` /� -- — r LATERAL PIPE-CLASS 2+10 35-55 GPM / SPECIFICA3JQ APE CONTRACTOR O Z C Lu UNDERPAVEMENT SLEEVING 4 DIAMETER _ TO COMPLETE ALU ONCE POWER � / - �� /1 I � ~ HAS D. �" lI �l i r �" OR TWICE THE TOTAL DIAMETER OF PIPE TO / �N. ° S I� BE SLEEVED, WHICHEVER 18 GREATER TO y,• z BE INSTALLED BY LANDSCAPE CONTRACTOR o = E / / AT DEPTH AS PER LOCAL CODE Q ftft " SEE SHEET Lit FOR GENERAL. ffOGATION NOTE; LLQ "� . ., uj (49J �.� wwrwww�wwwww... �, w� O 41 Ilk / COORDINATE INSson OP%IRR Q ca CONTROLLERS WITH E, CTR '/4L •,;' L� Q •� � _ ` CONTRACTOR PROVID SLE ING I IDE - !l, BUILDING TO LANDSC E A�, A WFC iE �r fid` '��+ VALVE AND-MAINLINE LAYOUT IS MAINLINE IS LOCATE / DIAGRAMMATIC:V�1LY€ AND MAINLINE - r INSTALL RAIN SENSOR ON I INTERIOR UP 9 3► / SHOWN I BUILDING PAVED AREAS / OF EXTERIOR BUILDING WALL PER DETAIL rurT_ ARE FOR C ITY ONLY. ALL J / N 12, SHEET Ltt PLACE RAIN SENSOR 4' / VALVES AND MAINU -SMALL BE ABOVE ROOF FINISH SURFACE I a r T: I PROJECT&WE INSTAU-E DSC%1PE-AREAS �- Y l d i • INSIDE OF 1?/Z�8 JLP /2 . • _ ' -• /1, PRO DE 1 PC-05 / / / / ./ �// L— " � � DRI EMITTER PER 1 •' � _ / i •a (PO RUN y4. 1 r' L IBUTION BING UP BACK 1 ' 0 POT. (TYR ALL v r POTS) "%�i ��- / 10 f � � I CHECK MPA Z i DRAWN BY.• JLP � 1(° PROJECT. OPU5681 ---- INSTALL MAINU49 MI / � � Iva SITE REFERENCE MAP � ' OF 1a• FROM . 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TENANCE AEM POINT OF CONNECTION p. / i O , ,,: 1 m SEE DETAIL 5, SHEET 0% FOR DIAGRAM ` / \ ✓✓ ( \ ° ° �. \ s I 1A_ STATION NUMBER AND POINT OF CONNECTION DESIGNATION I ' GALLONS PER MINUTE 4, , �' 1 PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE FOR GPM 0 20 ♦♦ , ` • // ♦ / i 1 MFG. r RAINBM VALVE MODEL- 100-PEB'-PRS) / /:.: "A '� �� 1 FOR GPM 20-60 MFG: 11/20 RAINBIRD VALVE (MODEL• 150-PEB-PRS) / NE LAYOUT !S DIAGRAMMATIC. p'I' -- - J �� Y 1 T INSTALLED AS PART OF OFF-SITE IMPROVMENT"S PACKAGE VALVE TO ♦ ;/ V 8 MAMII„INE SHOWN Ml 9UIl.DNVfl OR ' // \,�/ , i ® SEE SHEET L200 FOR IRRIGATION MATERIALS LEGEND. 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CLEAR - — DECOMPOSED GRANITE PRECAST CONCVETE CAF 3/4' MINUS COMPACTED CfA MINUS COMPACTED / SLOPE TOP TO DRAIN CRUSHED ROCK CRI.lBHED ROCK -- R BY 6*MAL COMPACTED SUBGRADE TO 90% SAND SWEPT JOINTS / MATERIALS BRICK -COLOR Ta& BY I ti / — COMPACTED SUBGRADE �o � I '✓4' X3/4' DEEP TOOLED 24'x24' UNIT PAVERS TO 90% _ I n MIF: MUTUAL MATERIALS UiVNER TO MATCH BLDG CONTROL JOINT •• SEE MOL' ACRHITECTURAL - ALUMINUM HEADER I — 8x16x8 CMU (TYP) PLAN FON LOCATIONS, SLAB 24x24 / � � 3 80UD GROUT FILL AIL COLOR T.B.S. BY OWNER CELLS �----GEOTEX TILE TURN UP FINSH GRADE �; ~ --�, FNJSH GRADE AT EDGES I,III=1 11=1 I _ ° • —!i�----III^-I� � —T MIN. DEPTH ANGULAR FIS: I6H BEDDING SAND 4I I I �I I I` _ a a h I - - - - __ -- -. -111 ' I _ #4 yr O.C. 4' CONCRETE SUB BLAB — _ _ __-- '-� - I I =III-- I --I a I I =III=1 I I'—� •. — � -�--�-. _�__. __� _ �-µ_--ll=— - I . ; --_ —__ PROVIDE 04 HORIZONTAL . BAR AS SHOWN. — -- ''l l r--;(i=••t7 i='a 't' :(1 -i --,�I =!{. COMPACTED SOIL DENSITY TO 96% III - I ( ' • o III-- 1121 SW Salmon I I —I I ! COMPAC—ED SUBGRADE (IYP) S�100 ADO SURFACE HARDENER TO — � COQ FOOTING DECOMPOSED GRANITE MIX -i I d�--— °• =- - I Portland, OR 97205 • ' 4' GRAVEL SUB-BASE Tel. 503.2 21.1111 Fax. 50.3.2 21.1.071 r OI 2 N R T BRICK PAVER DECOMPOSED GRANITE PAVEMENT 18�" H GT. SEATWALLCO C E E PAVEMENT " 1 Z 4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Ig Z A � T-4' 3' SOLDIER CODE --- -------7�`- BOLLARD TOP MANUFACTURER: FAIRWEATHER BRICK CAP MODEL- SB-2 BOLLARD CONCRETE SIGNAGE PLATE M H MOUNTING: PERMANENT EMBED • STIX= FINSII - COLOR TU3$ BY I (XX.OR: POWDER COAT FLAT BLACK ■ • GINNER TO MATCH BLDG. 3� 12'-0' � PHONE: (360) 886-2626 Q SIGNAGE BY OTHERS -- I -- — — I WEBSITE www.fairws+�the►sf� 03 HORIZONTAL REBAR kVM coNSULrNvrs (118 SHOW" HPYRAMIDAL TOP Os FEW • V OZ --_—_ 8'X1B'X8' CMU BLOCK SOLID GROUT FILL ALL CELLS � I •. . ' ' '. . ' .. ., • .. ,.. SIGNAGE BY OTHERS - ,. STUCCO FINISH - COLOR . :sem 'y..-� •c 1 u 4 r.r r w+. rl "7r•?.`.,. A •r.: , ,�,� Vl T.B.& BY OWNER - TO BRICK VENEER TO MATCH I MATCH BLDG 6'x5'x120' SO TUBING oto ENTRY SEE PL/�uvB) I ~ �' •.: , . . ... -. '• • ' . • . :' . ' :. •' , . ' ;; ' '. :. ; . . .. ,. ; . .. � � OC FINISH GRADE - — JOINT ALL 81DE8) "'� ,Z co _ I -- — - ;, EXPANSION (TYP. 4 O J 1=1 { I=1 I I-1 I ISI I I •o •� ''_ .o �' CONCRETE PAVEMENT Q ..} _ i I NSI I _i-=1 I_i=1 I i=1 { •' • . .'. . ,. TI i 1=1 I _ -III- -I 1 i —III—III I, ., — i --- I I—,I km ' ____ •. � EXISTING GRADE T��— ••( I - I—�I I--- �` ® � I_-I I ��I I I • ..� • :r,,,,,,,1`• I I=� -__. � ;-III I I ISI II f—! I_ V O Q W MAX �p��p ; :*.: ':SLR• =1 , i ---------- ,V4' =1 I I ---I I i�-- 11- O m �? •• MAX. MOWAR AR . '• JOINT BETWEEN BRlc�csM L � � � y (BY OOTFI�ERS R i3 RE BAR COMPACTED TO^— CONCRETE FOOTING 12x12"DENMTY. A. Q II ;1 AGGREGATE BASE --- II >r B BUILDING 'A' - MONUMENT SIGNAGE BUILDING 'A' — MONUMENT SIGNAGE ELEVATION SQUARE BOLLARD w/ PYRAMIDAL CAP 5 NOT TO SCALE NOT TO SCALE 7 NOT TO SCALE PROJI<cr� 12IW06 - JLP I l I L . I l I DATE: 1 a12rzoo6 I CHECK: MPA I DRAWN BY. JLP PROJEC T: OPU5681 LIO >t 221 c+ m 1 M z a 3 e 4 2ND SUBMITTAL ,•,�.�s, . . • ..,... i _' .. r: ... ..... w.. .,..�a.� .. ' •YY Ma:WlN•.ar., _ •+a•;•Y C',ti.^- !ii:nh4.era' n•CC716+•npn/;'��M 1 o�•.r ., .. 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'.. rut••!K'. . +.•. -_. b.. .. -,. .. ..., .. ,... aRMi...r•sP••ue •,e GIST lr � i a &. 0 EG IN �k `�►� 02/14/97 1 NOTE MUM 02/28/07 LOCATE TOP OF LOCATE TOP OF o� NOTE: ROOT ALL A MPdMUM OF O ,, C.L h R 9 G E H•[i; L.00ATE TOP OF ROOTBALL A M V4MMJM OF 0 f ABOVE ADJACENT O PROVIDE LillRlt MULCH IN L A N D 3 C A P E A R C hi l Y a r IROOTBAUL A MINIMUM to OF f ABOVE ADrI cEw � 0 POWGRAM ° •� O r DLA CATS LF WITH T T ADM ADJACENT FNMH GRADE � ° O N OENT6t OF MULCH, � POM GRADE 10 ° O o 1r ROLL BACK TOP ° ti Y\/--- vv T HT. CIRCULAR AAUM WIALL BE Q_ o OF BURLAP \ AOAM)WITH WATER ' FROM ROOTB�ILL PRIOR j�.� ,_G n AFTER PLANTNQ — � TO BACKFILLJN(LFROM ROOTBALL PRIOR oTO BACKFILLVa 0 ° 6 0SM' D -- _ R40WILL WITH TOP TREE TE TOP W PLAATIC vv ' AOI. AS PER NOTA BURLAP 0 FFM RMUM IIHALL BEOOTBALL PRIOR o _ A4AIiFD WITH WATER TO BACIG%I W0 0 ° �o ` s AFTER PLJIMNQ — rxr 250 FM EM SAWN MULCH IN - ° � TREE WRAP y• ;+ AOL- AMJOER AHALL BE y ' WAKTER ED AFPINWo AKF VAN W BELOW " uINoMT1JRB0 AOL ALL GROUINM,COVER 0041 BE PUWTERD AT - SM&MANMAR NV NQ PER ON CIEN1Bi '- 1111 SW Salman � � '�t �' ,�• j Suite 100 IPPAANG AS 11ry� a/ ON PLANTING FtM .M i•'i•ri i. 'r^+.. �, •. � i; Portland, OR 97103 IF ,1. % AOL AA M NO= LOCATE GROUND 00VI1R ONE HALF OF R •;: i Td. 503.221.1121: y , .�. Fax. 303.221.1077 WN§WD MA=Q DTANDE FROM ANY CU FA Ir OTIEIN IIE NOTA AND RECOMPACT AOL AA PER NOTA► 0 'r Z AND REOOMPACT . .� GROUNDCOVER SPACING2 DECIDUOUS / EVERGREEN SHRUB PLANTING 3 EVERGREEN TREE PLANTING 4 DECIDUOUS TREE PLANTING LIAA A _ NOT TO SCALE NOT TO SCALE NOT TO SCALE ag z F7NIIM GRADE CLEAN AND LJ(JMLY O . COMPACTED &W,*IL TRACKING WIRE, r � r, ABOVE PAPE o NOTE PROVIDE EXTEI NON BOxEs As REQUIRED TO CONTAIN VALVE LATERAL LINE WITHIN `TTWTURE.TAPE 4 BUNDLE ALL WIRE AT W-W Qa PROVIDE OOAISlXTANTS _ •r. - _ WIRE LENGTH WI'IfGI VALVE BOOP TO ALLOW FOR -- — _ ----- M AWAJNE REMOVAL. l7F VALVE BONNET ABOVE GRADE FPO � - r — ATTACH IRRIGATION WIRE ��III—III' !�TL!��,I�I��I�IN�;I�(Tr;I- TOMIAW� AT Q WE TFENCFINQ WTE RVALB OF W-W W PAVING WAnA ONNiCTi0R6 � VVALVE W 0 O AOC�B BOX 0 Q a ` e T7� AP6C8. _ AMFOR A� �' O I I II =) I I.M. I ��, /�•� I — _ COMPACTED BACIfF'M.L REhfiOTE — I �I i i'—•�I � i 111-- . � Q Q TRAcwNo WIRE, r N�'°t Lu W Lr3 LL cr. le ABOVE MIANLINE CONTROL, Lt, Lu - a: ;t La COMMON wc WK 00 TOE wm LOOP ® Q ! I, 11rI IT' 111=I IS I row NrPLEe Q ao z _ _ r- 6" GRAVEL r w LONGZ � E' Q 1=1I 1-111_► I;:ra I h. _rfl I-1 I I II I-1 I CLAM 40 eLEEvE Z CL CL ♦R SAEM AT PAVNO Q 0 POINT OF CONNECTION DIAGRAM MV TPV30HM tL :j ? SEE OFFSITE PLANS IRRIGATION TRENCHINGDOUBLE CHECK VALVE - SEE OFFSITE PLANS VALVE INSTALLATION Z 5 NOT TO SCALE 6 NOT TO SCALE 7 NOT TO SCALE 8 NOT TO SCALE :5 A � CL ►� PWXJ ECT NAM INSIDE WALL. —� . IZ-A s JLP --I I I._-I I ADaJIlrTADLE RAIN IeNIIOR - t -- -(MADE F _2 EV -�,,,, , - 1•---1 I = r II_ ir Q MODEL. FADM INDOOR WALL MIOl1�1T I I I I S I_ I I S I I � I S I--- ,w ABOVE RM MAZE GRADE ( I � � - NATIVE SOIL �- tiY — ADJUST FABTENER PAITEN EXSEFWR WALL �, , 1� REDAA TO a" COUPLER VL!"PVC OONDUAT, PAINTED r0 L -- snoblPfPC i Y HEM f � s �• , �� BELOW COUPLER HOW MATCH EXTBIOR OF SAUNA [DATE: 101121M • �, ' ` �' _ +!e REfMl1R KM NATIVE AOI. ¢' . ..i i 11am NNW" BTREEP ELBOW (10 I -- VALVE BOX CHECK MPII I� WME TO INFIOATION I -- JUNCTION BOX WAGFED ROCK MAP IER 4DONNECT TO I ORAWN 8Y.• JIP STREET ELBOW (R OONTROLLO OOMAMAON WIRE NIPPLE � NIPPLE PER WTALLATION AND FTTTIt LATERAL DC11004 comm WIRE S PROJECT.• OPUM81 ---- �,a�INCH PVC scl� �o coNo�ulT VM CAKE TIE ERAa�T: ------LATERAL. "CH PVC 8CH AA CONOUNT •TRW ELDOW TEE TEE TO POWER SUPPLY WIFES TO REMOTE CONTROL STREET ELBOW VALVES I —i r INDOOR WALL MOUNTED CONTROLLER 6" POP-UP SPRINKLER O�JICK COUPLER VALVE RAIN SENSOR . ,.,t o f ;.3 C 2 3 9 NOT TO SCALE �Q NOT TO SCALE 11 NOT TO SCALE 12 4 NOT TO SCALE 2ND SUBMITTAL �a � 1 10 r- :.. ,vA•.•4M.rot's+r:n .. .. 1 ITT III ilTr � 1r1l. AMA I hot wh I a .11,1411,1J,Fig.1.1tZolill 11 oil 11' 1111 ,• � " .•r.,. w.wr.a.. .a.. .. - .,++OwMtilY1W ,e.,,+w+1.•1w....w+ti... lalifYs'++•arrbR+cr. vN.. R=+M..:.wOfMYrD1+ntiF A+u•Y.r.Y.l+rwl —w+.,.., Yw 1 . y - + s-i:xsac..,....,..rva, .aa±.JrureNlru.sAn-yr-,..y uMerr•!.•+1r. .M+r.:•tiw:++Alwr1 ma: .M... n„•a,., «z- �,nw.�s' .n.r ... Y„ .. ,. y b'' , t .. .., n.eaRAr?:.•;...x+.we►»r.1F .. _, .n,,...:.,q.w.Mpf.ln..Mli�n7AN$r+w. t'�lrewSr..eu. ••..wi.MrcY,.ir».,•wIr...•n�•,.+.la ••, w..wr°aynwelr. .urlil� .... ... ..., . ,. ,.«• , ';iu 1 RI .17• r.r ��1STIT ��uca►a � � �RGN TOPSNOTE GENERAL NOTES: IRRIGATION ALAN _ GENERAL DOTES• LANDSCAPE PLAN ,�/"%� r i CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR t THHE LMDOC.APE CONTRACTOR SHALL BE 1E�SIVI lSIBLE TO PROVIDE AN ALTERNATE NUMBER IN THE BASE L CONTRACTOR li0 VERIFY VVDYH OWNER AND UTILITY COMPANIES, i TIE LACP►TOOMB OF ALL >iV=8 OIC/28/07 W TO PE0NNSH ,AND INSTALL A it LAYER OF AMEOEG TOPSOIL N ALL LANDSCAPE BEDS AND SNB:iI� UTIL ES PRIOR TO CONSTRUCT10N AND TO DETEDMw1IE IN THE HI W THE ACTUAL LOCATIONS TO CONSTRUCTION.TO DETERMIE IN THE FIELD THE ACTUAL LOCd1TIONNEt AND ELEVATIONS OF ALL AMU UNNW M OTH 9WAE NNOIM Abd TOPSOIL 04ALL NCL DE ALL NlBGENARY PM I LaM AND E EVATXkA OF ALL EXWIING VWMS WHETHER SHOWN ON THE PLAN OR NOT. THE EXOTNG UTIIL.ITE& WHETHER SHOWN( ON THE PLANS OR NOT. THE CON,-rw;*'TOR SWILL CALL UTiLI1Y OPMOM. AM INNDRIGANMC AHwLDIAN NNIA 6ASM ON INDUSTRY STANDARDS FOR E) CEPTIONAL FLAW SHil1l.1. CALL UTILITY PROTECTIONHI"'RVIC�E 72 HHOUNRS PRIOR TO PR0�16CTION SERVICE 72 MOM PRIOR TO CONK i fN1G110f�1 i ,'A N O&C A P E 4 H G H 17 6 C. 0114EL 1 CONTRACTOR TO REPORT ALL DAMAGES TO EXHSTTNG CONDITIONS OR WITH IL CONTRACTOR SMALL EXi kN E FiNISHN SURFACE,CBRADES, TOPSOIL. OW L" ANO DEPTH DO NOT START � s um uEm AWA'D® TI'E OONTiVzT. TME GENEVIL roirnACTOR SWILL COORDINATE WiTH A STATE PLANS TO LANDSCAPE ARCHITECT. ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN COARECTLU VERIFY LWTS OF WORK DMSA SOS. LABORATORY AND THE LANDSCAPE ARCHITECT, TO DETERMINE THE SUTABNJTY AND BEFORE STAR7 MIL AVA11LAW ITY OF THE EMM SITE TOPSOL• THE OONTRAGTOR SMALL SEND THE TOPSOIL TO A SOL a CONTRACTOR SHALL EXAMINE FINISH BURFAICE, GRADES, TOPSOIL QUALITY AND DEPTH{ DO LNIOMT N%Y FOR ANALYSIS STATM THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP. AFTER NOT START ANY WORK UNTIL L AT'16FACTORY CONDITIONS HAVE BEEN CO RECTEDQ VEWY a CONTRACTOR TO REPORT ALL DAMAGES TO EXISTT10 CONDITIONS AND 14*41ISTENCES WITH RUINS TO ti RNTIE;EVI IG REOOMME DATIONS FROM THE SOLS EST FORWARD A COPY TO THE OWNERS LIMITS OF WORK BEFORE BR/1R'TINCNL LANDSCAPE ARCHITECT. ATNE AT WHICH TIME A 0834M WILL BE MADE BY THE C)MRNNERi AS TO WHETHER OR NOT h "HE calm OIN-irm 83'OCICPNE WILL BE UNWED FOR THE PROJECT. 4 CONTRACTOR SHALL COORDINATE IM UTION INSTALLATION WITH INSTALLATION OF 4 ALL PLANT MASSES TO BE CONTAINED WITHIN NN A r LAYER OF SAW MULCH EIM UNLESS NOTED LANDSCAPING AND DRAINAGE SYSTEMS, OONTRACTOR WILL. BE RESPONSIBLE FON OTHERWISE. 4• S, IF THE EXR'TI NG TOPSOIL IS TO BE USED THE CONTRACTOR OIALL ADD THE RECOAMwEIMEO COORDINATION WITH OTHER FOR INSTALLATION OF UNDERGROUND [ BED EDGE TO BE NO LESS THAN 12' AND NO MORE THAN 10' FROM OUTER EDGE OF PLANT MATERIAL �. AMENDMENTHIt AND (ERT ZEi 1 AS 6rTATE) N THE SOLS ANALYSIS A ANK3 WITH ADDITIONAL ' AND FEKII IZERS LISTFD N NOTE M AND •Y BELOW. BRANCIO. WHERE GROLNNY-COJER OCCURS, KANT TO LIMIT'S OF AREA AS SHOWN, I CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS /.NO ALL LAWN 4 N THE EVENT THE EXWTNO ON-SITE TOPSOIL, DS OF POOR GUAIM USB DEI IMIVDI} P FHE SOI. MEAS l CONTRACTOR SHALL. MAINTAIN POSITIVE DRANA1 E N ALL LANDSCAPE BEDS AND ALL LAWN AREAS, ANALYSMHB OR MS UNAVAILABLE FOR USE,THE OWNERIS AIEWATIVE WILL MAKE A DECISION AS TO OR NOT THE NNNIIBER FOR L901TINNG r OF AMENDED IMPORTED TOPSOL WILL BE ADDED TO S, PIPE UP TO I,-W DIAMETER MAY BN: PULLED WITH A VIBRATORY PLOW EQUAL TO A DITCH 7. CONTRACTOR TO FINE CSRADE AND ROCK+NOUMD ALL TUNE AREAS PRIORI TO SU Mr4 TO PROVIDE A THE SOMA 0ONITRACT ACS WITCH 266 PPI NG FROM 2' TO 2-Vr DIAMETER MAY X PULLED WITH A MAC♦INIE LARGER OR SMOOTH ANO CONTINUAL SURFACE, FREE OF IRTECHUJIFMTES 0UMIP13 OR DEPREDSIO NNi1) A EXTRANEOUS � MAL TO A DiTCH WITCH R40L TRENCH ALL PiPE OVER 2-Vr DIAMETER CONTRACTOR HAS MATERIAL OR DEBRIS, LL, F AMS IiW1P wm TOPSOIL.•TO BE Lem Tw CaETE m CONTRACTOR wLL BE NOTIFIED N wRMTm THE OPTION TO TRENCH ALL PPE. DI S p TO ASSIST CONTRACTOR N EVALLIATIN1Ci THEIR OWN TARE OFFS AND SY THE ORNNam TE?l MAINE AND THE CONTRACT MODIFIED ACCORDINK3LY. TC44M SHALL BE OSTAIN!'D FROM M47U RALLY WEI,L41RAI ED ODES WHERE TOPSOIL OCCURS AT LEAST 4 MEG DEEP. 00 7. ALL WIRES FOR RAIN SENSOR TO BE RUN IN ROOM) GAi.V WZEU CONDUIT TO NCLDDE SWEEPING ARE NOT G LIARAN EM AS ACCURATE H NTATIONIS OF REQUIRED MATERIALS. THE CONTRACTOR ti NOT OBTAIN Fwu ww OR mAFw*a IMIPOR'TD:D TOPSOIL TO COMPLY WITH Af rM D 6M WITH A PH Llk OOUKINGS. AND STRAPS AS REQUIRED AND Dffr-+EU BY LANDSCft ARCHffCT: CONDUIT SWILL BE RESPONSIBLE FOR HIS BD OUANMM AS DEQUiED BY THE PLANS AND OPIECIFICAM& F Illi SW Salmon RAMa OF 616 TO 7A FREE OF SToNE�81 NCH OR LARGER N ANY DIwmOK AND ANY OTHER SWILL BE PAINTED AT THE DIRECTION OF THE WrDSCAK ARCHITECT TO BLED WITH TTEfE M A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANTLEGEND AND THE QUANTITY OF EXT11i4d9ow MAT"rRrAlls fK)c t% STiCICflL F>um*K am HURMFLIIL TO PLANT GROWTM AN ADDITIONAL MOUNNNTNG SURFACE GRAPHIC BVIMBOL.S SHOWN. THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. Saite 100 SOIi ANALYM WILL BE REQUIRED FOR THE IIAPORTT3IN 'TYJPSON.. Q, CONTRACTOR SHALL PROVIDE VALVE OUTPUT LI(RHTNNG / ELECTRICAL SURGE PROTECTION a COORDINATE LA WOCAPE INSTALLATiON WITH INSTALLATION OF UNDERGROUND 8PR1W(L. Ri AND DRAINAGE Portland, OR 97105 Tel. 503.111.1111 ILL AMENDED 6SNORTED TOPWC SHALL WNCUDE ALL NECESSARY FERUJZER AND AMENDMENTS PER THE KiTS AND S LANG COPPER GROUNN M ROD WITH #10 RAW COPPER WARE FOR CONTROLLER 8Y61T:MOL Fax. 503.211.1071 � GOL ANALYfIHMi F 2ftU*AEJNO►4TIOiNNH. TOPSOIL ANALYSIS SHALL. STP TE ORGANIC MATTERS,INORGANIC ALSO PROVIDE PRIMARY PROTECTION HQT. PROVIDE SURGE PROTECTOR ON EACH LEG OF M OTER 4I LT.CLAY AND SAN% DELETERIOUS MATBnAL, PK Wr:RA.. AND PLANr-NUTRIENT CONTENT N 000MINN0 POWER TO GDROUNDNrG RODCONTRACTOR THE LL NOT,APE ANY TREES EES DURING VEGETATION TO CONSTRUCTION ATN UT THE RIE PRO SFS FIE TE ADDFIIONN THE F1300 T GN"ALBO STATE F1800MNlMENDED Qi1AMIES 43Y PERK ENTAIfE OF WEK*fT WE2 AS LIDS OF S-W* PFA WI> OF N www PH O8 HS�W AND P07ABK MITFAMB AND ANY LIMESTONE, OL OOMTRAC'TOR TO PROVIDE OWNER WITH KEYS AND HOST= SWIVELS FOR EACH QUICK COUPLER DIEC'YED BY THE LANDSCAPE ARCHITECT. ALLMAN M SULFATE, OR OTHM SOA. AMENNDhENA'r 70 BE RIDDED TO PRODUCE A SATISFACTORY VALVE U AIE�DED TOPSOIL HURANMH REPORT AND FREIOOMIMEIDiATKWS TO LANDSCAPE ARCHITECT FOR REVIEW 1L WHERE PROPOSED THEE LOCATIONS OCCUR UNDER EXNPM OVERHEAD UTILITIES OR CROWD E?�'TM AND 1lRMTTLBNN AM FILIAL BS GAYS TANRIOft TrJ MOBILIZATION, U CONTRACTOR SHAG-L PROVIDE A IREPRODU C13LE, A&a MLT IRIVGATION PLAK PLAN SHALL BE TRIER$ NOTIFY LANDSCAPE ARCHITECT TO ADANST TREE LOCATKMS, z PREPMEQ UPON T1NAL. ACCEPTANCE OF IMRiGATION N3TALLATIOK ON A REPRODUCIBLE SITE _ • 7. N AD]ODTiONN TO THE SOILS ANALYSIS THE LANDSCAPE CONTRACTOR SHALL PLAN�'TTO ID CONTRACTOR BY OORBY L ORSCAPEW ANNA ATEcnPPR011A&SUILT PLAN sfNAI.L BE IL LANDSCAPE rMAINTENANCE EPERIOD TBEGINS IMMEDIATELY AFTER MAI�iTHIECOMPLETIONIW 81f+IOFALL PLANTING ► WNAND OTH1l:A LL movo•TLL r HUMUS INTO THE AMDDED TOPSOIL MAIC suave Cul' SHEET OF Humus HATER& PLANTS UNTIL, FINAL AOCEPTANCE OR TRIO DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER M W61TFED FIE OOMP087 ) YARD DENNI TO LAi►NDSCPPE ARCHITTCT FOR REVIEW AND WRITTEN ri CONTfNACTOR SHALL PLACE A COLOR COALED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF LONGER z � A APPiROVAL PRIOR TO Mi XNM HUMUS 0 AVAILABLE AT MCFARLANF8 Ift 0564M OR APPROVED EQUAL (MENTION CONNTROC1ER � Ta REMOVE EXISTINNG WEEDS FROM PROJECT SiTE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND 0 , BL I RIOT TO PL.AGEKW OF TOPSOIL SCARIFY AND LOOSEN f9USGRADE OF PLANTiNIG BEI) AREA TO A iL CTINTRACTOR SHALL OBTAIN WFVrrEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE FEHT1jZER APPLY AMENDMENTS AND FERTILIZER PER THE RECOiA EN DATIONS OF THE SON.ANALYSIS � LIND wA DEPTH OF S INCHES. 4EAOVE STONES LAP40M THAN T N ANY O&KINION AND STICM ROM U NDSC.APE ARCHITECT PRiOR TO INSTALLATION. PRODUCTS,, MANUIFAC'tUR1EM AND MODELS FROM THE BRE IRNIEIH AND OTHER EXTRANEOUS MATERNAL.& REMOVE WEDS FROM EXOTM BLeGRADE AND TREAT WJT IN OOMPLIANCE WITH DRAWINGS AND SPECIiiCATIONS MAY BE REJECTED BY THE � WH NARY HER181010E TO PREVENT WEH) GROWTH. OP AD WILE OF THE AMENDED TOPSOIL. IANDSCIAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL AT NO COST TO THE OWNER 11► EkAZK ILL MATERIAL. FOR TREE AND SHHRI* PLANTING SMALL CONTAIN: ONE PART FOE GRADE COMPOST TO � � • MNHatTUNE AND WOW INTO TOP OF LOOSEN SLWCSRADE TO CRATE A TRANMDTTON LAYER PLACE THESE ITEMS MAY BE RLALMFED TO BE REPLACED WTYH PRODUCTS THAT ARE IN COMPLIANCE IJNi_ PART TOPSOIL BY VOLUME. 6ONlEM MAL PER MANNU=AC'TURER'8 RECOMME DATiOK AND SLAW RELEASE � FEMMNIG HALF OF THE KANTM SON_ MATURE TO THE ONWTH REQUIRED TO MEET 11MCI NEW GRADES WITH THE MANUFACTURETIS AND MODELS ON THE IRRIGATION PLAN, ,,cT(nL im PER MAN LIFAG"'TLF40M RECOMMENDATION. AND E,EVATiONIS SHNOWK AFTER LIGHT ROLLINq AND NATURAL SETTLEMENT. 1S, THE F MOA71ON SYSTEM HAS BEEN( DESIGNED TO OPERATE AT A M114MUM OF 70 PSI AT THE 16 CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL. PLANT MATERIAL BIWSTTTllTTONS FROM THE COMMXTANTS t WITHIN! TREE WBlIL REMOVE EXISTING SOI AND OTHER DEBRIS;,TO A MINIMUM DEPTH OF "AND PONT OF CONNECTION. FLOW TESTS CONDUCTED ON 0-02-2004 CONFIRMED THE STATIC LANDSCAPE AFK3 'TEC.'T PRIOR TO N8TALLATIOK PLANT SUBSTITUTIONS WiTHOUT PFMOR WRITTEN REPLACE WITH ASD TOPSOIL. ADO ADDITIONAL SOIL AS REQUIRED PER DETAILS AND NOTES, WATER PRESSURE AT 100 PAL NOTIFY LANDSCAPE ARCHITECT OF ACTUAL PRESSURE M LESS APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE THAT 70 OF GREATER THAN SO PSL LANDOCAPE ARCHITECT AT NO COST TO THE OWNER THEME ITEMS MAY BE REQUIRED ED TO BE REPLACED 4 THE CONTRACTOR SMALL SUBMIT TO THE L AND@GAPE ARCfST1BCT.SH PP1ING TICKETS FOR &VOR'TED TOP WiTH PLANT MATONALS THAT ARE iN COWPLUNCE WiTHH THE DRAWIMGS. WLL.AND 14MUS MATERM,00 DRAYS PRIOR 70 INSTALLATION FOR RENEW AND MIIMTTEN APPROVAL it CONiRACTOR SHRILL BE DEBPOWEI E TO CORRECTLY SIZE ALL LATERAL PM AOOORDMrO TO SYSTEM FLC>rYV. SEE IRRIGATION LEGEND FOR HEAD FLOW RATES AND PIPE KML to CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL. N THE SIZE SPECKED ON PLAN F- n OON111AQ�011 IIIH TALL PROVIDE TWCIP�SOLL O!'THIS 60LJAL TO!P MDL N ALL PA1HgNd NLAND PLAMBM AND PRIOR To INSTAIlATIONN, N THE EVENT THE PLIANT MATERIAL 16 NOT AVAILABLE N THE SIZE O C M M iil PIJWTQI B®t THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' PEI NENTA'TNE, A+ND THE LANDSCAPE A A MTEC:T. A WRITTEN ESTIMATE TO WC EASE PLANT MATERIAL. (" INSTALL) THE NEXT AVAILABLE CONTAINER SIZE z PLANT 4E r POT TO ONE GALLON CONTAINER r CALIPER TREE TO 2S CALPEiL Iz fl. CONTRACT,OR SHALL BE RESPONSIBLE TO IMAPIA14ENT BEST MANAGEMENT PRACTICES TO STABILIZE UjlZE ALL Q SLOPES 2b•1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOL FROM SLOPES. TISK COULD Q Q; 0 INCLLM BUT suaw METHOD,OF IMITED ST TEROSION wo L NDWAPAPE FARC ARCNETTIN%HITECT FOR REVIEW AND WRITTEN WWRITTEN 4 ix 0 �- APPROVAL 90 DAYS PRIOR TO IwPIJ3M TATK*L W W IL PRIOR To MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LAOgC.APE ARCHITECT. N WRPTHNR IF Hf1AFE ERI BB EVFA ANY OF THE PANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE BUTTA13LE FOR THE � y Q cr SITE OR MAY DE SUBSTITUTION FE<XJEUS WILL BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TOCC THE START OF CONSTRUCTION ACTIVITIES, F NOTIFICATION 13 NOT GIVEN TC THE LANDSCAPE ARCHITECT � � O �' ALL PLANTING WHICH FALS TO GRM EXCEPT FOR DEFECTS F93MTM FROM LACK OF ADEQUATE Q MAINTENANCE AS DETERMINED BY THE OWNER NEGLECT OR VANDAUBW SWILL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE Q Z 1a NOTIFY THE LANDSCAPE ARCHITECT N WAMTNq WHEN CONDITIONS DETRIMENTAL TO PLANN'H GROWTH ARE RLI EN(IOUNTERIED, IBAICM AS RUBBLE FILL. POOR PLANTIrCM WL ADVERSE DRAPPAIE OONDITHONIHR►OR !� OBSTRUCTIONS, PRIOR TO PI,ANNTi Q V 20. PLANTING RESTRICTiONS - PLANTM M NOT PEFSARTED DURING THE FOLL01Mr0 00NDR10N11r UNLESS LL Z z OTHERWISE APPROVED N WFMTIN(k A•COLD WEATHER LESS THAN 32 DEflREEB FAHRENHEIT z B, HOT WEATHER: GREATER THAN 90 DEGREES FAH JT CL WET WEATHER SATURATED SOL :5 S Q WINDY WEATHER WIND VELOCITIES OFRFJiT131 THAN 20 MPH CL 2L MAINTENANCE CONTRACTOR SHAM COORDINATE HEDGE TRIwM Q MATH ADJACENIT PROPERTY OWNERS TO PRE ADEQUATE SOW TANOE AND CLEARANCE PROrIECT WAAIPROVIDE M9J2W06 AP I 1 L- I l l I I DATE: 1011212006 1 CHECK: MPA I DRAWN BY: JLP PRWECT, OPU5681 L 12 A :Z3L ON CMI M 2 3 4 2ND SUBMITTAL � I�,�.>r�,p, ,;,"r' ... . , ,a„• tM'IF'�-ir "i`f`' T;` ;lir, a,�” i . Y. 1 n c 1. ..cy- .. ..,:. ,..,. !'!durp� + 7 - ..+..ELLE +RILL. r.✓ r. Eft. ''f11iTpj-q f1pliTTI , ' . liffiff� �' �'I - �• . 1��r�t rTt�Y � r�IIiII I�r1r�r rl��r1 l,�r r1i�r� r�rlt�T �r�r�r IjIIIjI � I 1 I l 112 11 01 C . IJ1t1,NllldWl � 1rillilIT111141flir1111611"111111 11 . 1 . 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