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11834 SW PACIFIC HIGHWAY-3 4 e ON C ' j � c..I.T.Y 4F rIOAAD TA REGIONApproved . . ..... . ...... ....tADArovsdPACIFIC NOR 'FHWEK-.; T For orUy the . ...........In.,woi�y+PERMIT NO . 8" Lotter to: Follow„ Mach, ........ ._....... .. . ()b Address i 2 7 WY 99W t 0 S r 1 " 34 W "'r-`1AC1r'11C HWY , T1GAR .,j11 ,,' OREGON VICINITY MAP INDEX OF SHEETS OWNER. EQUIVA SERVICES/TEXACO CS01 COVER SHEET A.03 FINISH PLAN AND SCHEDULE 3800 NW ST. HELLENS RD.PORTLAND, OR 97296 EX01 EXISTING CONDITIONS A.04 REFLECTED CEILING PLAN (503) 25-4223 DP01 DEMOLITION PLAN A.05A EXTERIOR ELEVATIONS — EXISTING CONDITIONS •. CI V1 L A. EXTERIOR ELEVATIONS DESIGN -- :a -----•�---:� SP01 SITE PLAN WRG INC. � - a PROJECT GP01 GRADING PLAN A.06 WALL SECTIONS 10450 SW NIMBUS AVE. :( -•-••-• ........... LOCA71ON UP01 UTILITY PLAN A.07 EXTERIOR DETAILS PORTLAND, OR 97223 4 I"' "•"••--Mov.1 :01 ,gual °es (503)603-9933 'ON il'"u34 PP01 PAVING PLAN A.08 NOT USED :uI peg! WOP 99)PCM 9841 ,'tiO Hf CON TACT: MEL JONES :� I .................. a�ddrIIg «8+'�: w � � LP01 i .............._......, .............. LANDSCAPE PLAN A.09 INTERIOR ELEVATIONS DT01 EROSION CONTROL DETAILS A.10 INTERIOR DETAILS / PARTITION TYPES ARCHITECTURAL: 0,10V'-L :�oA11 3 A. ROMMEL ARCHITECTURAL DT02 DETA.II- SHEET A20 SPECIFICATIONS s SUS-260 TYPICAL DETAILS A.21 SPECIFICATIONS 1 200 N.W. FRONT SUITE 550 PORTLAND OR 97 209 SUS-261 TYPICAL DETAILS A.22 SPECIFICATIONS (503)227-5844 R—FS-2 EQUIPMENT SPECIFICATION LIST P- 1 PLUMBING FLOOR PLAN — DEMOLITION CONTACT: GARY ROMMEL R R—FS-4 FUEL SYSTEM RETROFIT DRAWINGS. P-2 PLUMBING FLOOR PLAN ELECTRICAL: C> E s I G N I N C ,.... —FS-5 FUEL SYSTEM RETROFIT DRAWINGS. P-3 DETAIL SHEET & RISER DIAGRAMS MKE & ASSOCIATES R—FS�--10 ELECTRICAL FUELING PANEL P-4 GENERAL SPECIFICATIONS & DETAILS 9900 SW HALL BLVD. SUITE 110 10450 SW Nimbus Ave., Portland, Oreqon 9722-, NOT M � � TIGARD, OR 97223 � _ _ VICINITY MAP 521 —432.00 503 603 9933 � COVER SHEET I FAX. 503 1603--994'P-5 PLUMBING GENERAL INFORMATION (503)892--1188 _ S21 -432.02 STRUCTURAL PLANS & DETAILS M-1 MVAC FLOOR PLAN — DEMOLITION CONTACT: WILLIAM PARRY PLANNERS ■ ENGINEERS • LANDSCAPE AP SC E ARCHITECTS a SURVEYM I S21 -432.05 LIGHTING PROPOSAL M-2 MECHANICAL. FLOOR PLAN MECHANICAL i P � z �► 1 OF 4 STRUCTURAL PLANS & DETAILS M-3 GENERAL SPECIFICATIONS RAY F. BECKER COMPANY UDdated: 12 O� % 5�� 1 1N 1PBENCHMARK � ,� 2 OF 4 STRUCTURAL PLANS & DETAILS M-4 PLUMBING GENERAL INFORMATION 2345 N. ROSS AVE. �� �Do KW ,. 18.23' A BRASS DISK ON THE PACIFIC H'YW (99W) OVERPASS PORTLAND, OR 97227 p"" am 6W OVER THE BEAVERTON TIGARD HWY (HWS �' '), IN THE CURB 3 OF 4 STRUCTURAL PLANS & DETAILS E-1 ELECTRICAL TITLE SHEET PORTLAND, OREGON f-- (503)288-5341 OR l�1f�C�bp4C `��Jp�1 97= ` ,, ,�/ �� AT THE SOUTHEAST CORNER OF THE STRUCTURE. 4 OF 4 STRUCTURAL PLANS & DETAILS E-2 ELECTRICAL SITE PLAN CONTACT: DENNIS EASTMAN pQ�Q . ELEVATION 1947 ADJUSTED 219.86 FET aQWgaQP � r A. c E 1 OF 6 SECTION M—M E-3 DATA, PWR & COMM. CONDUIT ROUTING TEL X227-044 EXPIRE 31)-9c LEGAL: FAX ��-M 2 OF o FRONT ELEVATIONS E-4 POWER FLOOR PLAN ACCESSORS MAP NO. 2S 1-01 BB owl Or own 3 OF 6 RIGHT ELEVATIONS E-5 LIGHTING FLOOR PLAN TAX . ,aT" LOT. #301 �.M�+�.1►,�.Q � ��Y �,., 4 OF 6 SECTIONS E-6 W.A. BROWN DISPENSER MGR DETAILS NW 1 /4 NW 1 /4 SECTION 1 5 OF 6 CONNECTION DETAILS E— 7 W.A. BROWN WIRING DIAGRAMS T2S R1 W WM EQUILON L.L.C. 6 OF 6 FOUNDATION PLAN E-8 DATA, PWR, & COMM. CONDUIT ROUTING .6$ ACRES PACIFIC NORTHWEST REGION A.01 A TTTLE SHEET/ DEMOLITION PLAN E-9 W.A. BROWN DETAILS _ A.0113 FLOOR PLAN, LEGEND AND SCHEDULES E-10 W.A. BROWN WIRING DEAGRAMS _ A.02 EQUIPMENT PLAN ND SCHEDULE E-11 LOW VOLTAGE DETAILS 217 HWY 99W 11834 SW PACIFIC HWy. TIGARD OREGON Pacific Hwv, 11834 DRAM 15Y• �� -- SIT1999.00076 �������..yy�� MLJ Dat®• 0�C --- — ---- -- — — --- ----- — — 1 of 10 CNECKIM BY: I APPROVED BY: JAG %*M No; - NOTICE- IF THE PRINT OR TYPE ON ANY I - I f I IIII IIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, �l j III III VIII I IT IS DUE TO THE QUALITY OF THEfi 8Z 8fZ G17, Z 5Z ORIGINAL DOCUMENT - 6Z Ez Z I� Uti n� P1 'T, 9I- 9�i 6t 9 __-- o.3e 9 S Z i� « a Illi ii 11 VIII►III Il19,hll! IIIIIIIII IIIIIIIII Illi!►III IIIIIIIII III►�II►II►Illllll►I I 1: I I i i 24X ' y I,II IIIIIIIII�I I��IIIIIIIII�►►►IIII I IIIIIIIII►IIII►III IIIIIIIII�IIIIIIIII� �I1111 I � l ���1 llllllll►lll�.11lll►III VIII►.Ill �111.1� 111111. llll � � I �I 1 ll11111. 111.L111111111llli111►�IIIII�NIII ' — — --- — — --- — — — — ` S62'5 7'00"W 201. 48 - ,, - - �,�► ELEC.-J VA UL T ' � I 4 l � , I GAURD RAIL . GAURD RAIL r ^EDGE OF PAVEEMENT ,1_ EDGE OF PAVEMENT NOTES: V. O - % O 14 w� I P\ 14 QD I V M\ 15 `' I 1 EXISTING TEXACO BUILDING N,N A C w`+�� HEA TING P r I G (n� � �_�\ OIL. NO �I 11 20 EXISTING UNDERGROUND STORAGE TANKS FILLER // r -- ! a c 3 EXISTING CANOPY & FUELING ISLAND �- 11 ` 11 r-__--- --- - p GTE I O �'- -- AC _ I i I O EXISTING EXCRUDED CURB VEN T PIPE/ S CONC. O A C ' '1 1 s PSG ' �'_--- Cr�NDUIT BANK • ' j ` I P t I ` �J I 05 EXISTING CONCRETE CURB & SIDEWALK 16 EXISTING,, TEXACO SIGN s 07 3" RAISED CONCRETE CURB . EXISTING PHONE BOOTH E-XI S TI N G TEXACO SER VI CF S TA Tl ON � �� �> I EXISTING WASTE OIL FILLER 11834 S. W. PACIFIC HIGHWAY • ` CL v O 10 EXISTING HANDICAP RAMP ONE STORY METAL FABRI CA TFO 1 t EXISTING 1' RAISED CONCRETE ISLAND FINISH FLOOR EL. =214. 4 7 (RV DUMP) w Q_ 14 i 12 EXISTING 4' HIGH METAL WALL j 1 MONITOR i I Z j� D I 14 AC WELL. (TYP.) 13 O EXISTING CONCRETE VAULT T O WITH OIL/FUEL FILLER. Ir GUARD RAIL I O � Uj 11 it -_J -� I ��� �� p i 15 PARKING LOT ILLUMINATION Ll ' I I n I CONE. a �-� O 1 � � 16 AIR/WATER STATION 17 EXISTING DRIVEWAY I LI9 -P CONC. I AC wanj AC - ElJ 3 I I I n Q I II ------------ ----- -, I I II AC I I I I LJ ® I ' n —BRASS PLAQUE 2 I (2 SQUARE) o Uj m (LI) II PUMP ISL AND 0 , "DF_TROT T LP..." � I I f I AC I CONC. I CONC. C. I CD I I - -- ------___ 14 0 P - __ _ _ -- - -� MW (TYP.) i 3 i� I CL a I I I 0 ; l CONC.AC I I vI I' I P a AC I � RArSED I I I I , ' CONC. r PUMP ISLAND --' • h I � s I I I 1St I - _ r R_ TJR-ABFOFXIC ► I 4 I II CONC. I DRIVE-WAy ' _�_---____- - --- ------ - -�- 1 1 p D E S 1 G N I N C . 4111111111111116 AC 15 17cr — lr� 10450 SW Nimbus Ave., Portland, Oregon 97223 M W -_ - W ___._ —.__ W_— __W_ _��W_ _^1 'w -_ '_- --vv,_ -_+_ --- _ AC i ____va_, 12 50,' 1603-9933 FAX: 503 1603-9944 PLANNERS w ENGINEERS ■ LANDSCAPE ARCHITECTS • SURVEYORS S . W . PACIFIC H (99W ) UDdated: 12/07/99 IN LEGEND : 4a19 �Fss, goo 10. Fr 16,237 BOUNDRY �� � — �— TELEPHONE POLE -!;�- w 0 � s OR OREGON EXISTING GUARD RAIL TRAFFIC J-BOX [� Pap�'1�6G°��OiIOP T& 603-227-6M EXISTING CURB STOPS CONCRETE BOLLARD G FAX 603.2J.IM EXPIRES 12-31-99 �coalwrNo� pN �lnwaro��woo • ar eia AM rs �Ifs PIIw�t�IIII cr lowo N4 me tau i me a�a1° °a- sa r E R!STlNG CURE ----- WATER METER 19 �w+M rM � AMwa A1� To ��� � --�- NIIICII�MfA 1M1►T OOdi�lf ! N 1fIM��Np Z`CI�M�,IG� EXIS1i'.G BUILDING '���! ,!�T SIGN POST � NM��u� �r iwln�a■�sr�sc�oo NIa �'''� EXISTING WATER ------ W - ---- EXISTING INLET EXISTING GAS LINE LUMINAIR - f ` ` EQUILON L.L.C. EXISTING POWER LINE ---------- P ------------ MONITORING WELL O PACIFIC NORTHWEST REGION EXISTING TELE LINE --- - T ---- - - FIRE HYDRANT GRAPHIC SCALE aao � ooarg, SAW CUT LINE — — — — — -- -- — — FUEL FILLER 217 HWY 99W TRAFFIC SIGNAL BOX ao ( IN FEET 11834 13W PACIFIC HWY. TIGARD, OREGON�) GAS METER � 1 inch, - 14ft. DRAM BY: M�� Dete� OTDEC.9 ------ — ____ CHEW-D BY: A /ED BY. JAC S wt N0: 19K@ `1 Pacific Hwv, 11834 _— SIT1999-00076 2 of 10 � 'T:'^•M.II.IOM.^w. Sy Mv..,..YWMF"fhn.. .- NOTICE: IFTHEPRINTORTYPEONANY Ilflllf� lllllll Illllllllllll I Illlllllll � llll IIIIIIIIIIIIIII Illlllf Illll IIIIIII IIIIIII IIIIIII Illll � l IJill II Illllll ilillll IIIA I III III I1Illll Illll ! I IIIIIII IIIIIII III � I � I / /Cl� iJ iJG�� ! ! !! I I I }!,I Q I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _1 _ 3 _ -_ 41 I--- --L I. 61_ ------I L.-- -_I_�._ I �_ _101 I 11 I 1GI / ITIS DUE TO THE QUALITY OF THE _ _ No.3e IIII I!II Ill► IIII IIII I+III�IIII,IIII IIII�IIII Illi ►I►IIIIII l,lllll ! � llI6ll l r88I 8 i T l ElTF41 F11111i T 8 L Ill Jill lllll1IlIIORIGINAL DOCUMENT lll1lllllllfIIIIIIIJill --- 9- -- 1► S Z T IYl3N l l l l l l l l l l l l l l l l l Illll ll 1111 f I � I I lllllillll llllllllltlllllllllil,,� IIII 11�III��NI11 •--.. .. _ _ _ ._ ....._.. _. _ _ S62'5 7'00"W I` 201. 48 ELEC.-I VAULT a 3 DEMOLITION GENERAL NOTES :- 1 THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE HIMSELF WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS TO REMAIN. x x 4 x x X • x -- x x 2 CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN 4 + e THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER GAURD RAIL ` 1 ' GAURD RAIL I Y ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. AIILURETTO DO SO DOES LY TO NNOT N E EVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITT MS I REQUIRED. -EDGE OF^PAVEME'�'l - '-----'---- \ -'----�----�-- - ` EDGE OF PAVEMENT � + \ ` 3 CONTRACTOR IS RESPONSIBLE FOR REVIEWING IF APPLICABLE ALL KNOWN ENVIRONMENTAL O ( ) E RONME L INVESTIGATION O \ I STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS O ! 14 \�� 14 + + CONTAMINATION IF ANY. CONTRACTOR TO COORDINATE WITH ENVIRONMEN rAL ENGINEER ON EXACT tpjr,r O \;�\ ° AREAS OF CONTAMINATION, IF ANY. oI^1 �\ 15 3 �-_�G 4 CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. AC �\_\ HEA TING �' 'L 5 LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR IS TO VERIFY \ \\ OIL NO CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED ! \ \ FILLER /� 2 * P I TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. 2 \ \ 11 I----- ---- --p / GrE 12 \ I I 6 CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS p_ AC _--_ \\ \ I /f NOTED. q 7 PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTIUTY COMPANIES TO FIELD LOCATE VENT PIPE/� _ - p a CONE. ° ° 1�1 J AC P EXISTING UTILITIES IN THE AREA, T BANK � 5 ' , I � ' l 1 > v 16 4 j 8 DEMOUTION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC COdTROL PLAN, i 0 D I METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN / 6 - - - - - - - - - -� - - - L(�-I Q- _.___. j EXCAVATION PERMIT. r !' I - 9 CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS, WALLS, � .00RS, AND FOOTINGS, IN THEIR i / " r I / /"� /� /�,• � �/ r/ I I 3 ENTIRETY. 10 ALL DEMOLISHED ASOHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE MAY BE USED I EXISTING BLDG TO .MAIN. I + r j FOR STRUCTURAL PILL OR BASE SUBJECT TO APPROVAL BY THE ENGINEER. EXISTING TEXACO CO SER VI L c- S 1 A TI ON / f 4 fr i 11 CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOLITION WORK. 1 I 11834 S. W PACIFIC' HIGHWAY 1 , °- � �� + 4 ✓ 0 O I 12 THE CONTRACTOR SHALL TAKE EFFECTIVE ACTICN TO PREVENT THE FORMATION OF ANY AIRBORNE DUST x Q ONE STORY METAL FABRI CA 7 ED NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY 7 `C:( C e O ° ► GUIDELINES. 19 / FINISH FLOOR EL_. =214. 47 I ; � Q 14 I O/� I c 13 EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE MONI TOR 1 I I Z /� N 1� D 1 LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLAITS. I O .I 'A I LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO 'rt;L 14 AC WELL (TYP.) / /� IDoI ��' �� I ACCURACY OR COMPLETENFSS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL REMOVE ALL / / IPI • v v + ABANDONED EXISTING UTILITIES ON THE SITE. THIS SHALL INCLUDE ALL EXISTING CATCH BASINS, 21 I I MANHOLES, STORM PIPE, WATER PIPE, GAS PIPE, SANITARY PIPE, AND CONDUITS THAT ARE NOT + 3 REQUIRED TO SERVE THIS PROJECT OR THE ADJOINING BUSINESS. ALL SANITARY AND STORM LINES TO II 119 19 I BE ABANDONED OR REMOVED SHALL BE DONE AT THE MAIN UNE. INSPECTION OF THE EXISTING 1 O F-__J ° D v ( -- - - - - I 1 21 a� �. I SANITARY AND STORM SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL $ v� �► n COORDINATE W,TH UTILITY' COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION + 1 o v \ I CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE EXISTING AC v ° CONE. °D °a v - -�'�1 i i AND LOCATION OF THOSE UTILITIES SHOWN ON THESE oLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY I I TO BE REMOVED `-- - --- _ - ----s ----------�-- -1 ° ° a EXISTING M �� LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE + 26 v TO BE REMOVED L x ° I ',. BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL EXISTING SANITARY AND + 9 /P I CONC. ° I STORM PIPE NOT BEING USED AS A PART OF THIS PROJECT SHALL BE ABANDONED AT THE MAINLINE OR 1 / I' o I AC JMani AT THE MANHOLE. + AC Q i - 1�--- D ° i ° I I I - i''-_------- i ❑ 14 ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF WAY THAT 1 IAC �' �' D� j O BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF VI a v THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBIUTY __ __ _ I OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 1 i CTM� fy-p.� D ----- _ - p`- '-- - - — - --- - --_._ 7 i D c i 1I 15 CONTRACTOR SHALL COORDINATE W/ADJACENT PROPERTIES TO RETAIN ACCESS TO 11�ETR PROPERTY + I o - I —BRASS PLAQUE AQUE 1 I 4z C' o ° y c 0 ,j ° � LU 16 REMOVE EXISTING VEGETATION AND SCRAPE TO DEPTH SPECIFIED IN GEOTECHNICAL REPORT. 2 b? ° ° --�- �1 (2 SQUARE) r v�' ° P PUMP ISLAM� 0 I "DETROIT LP..." 17 EXISTING OIL/STORAGE TANKS TO BE REMOVED SHALL BE DISPOSED OF IN COMPLIANCE WITH DEG ?' ® REQUIREMENTS. ALL REQUIRED TESTING AND REPORTING SHALT_ BE THE CONTRACTORS RESPONSIBILITY. v D � ° -~ 1 AC v D °v D ° I ° a I+ I 1 19 1 CONC. ° ° ° ° I 2; v it i 171 ° o —� 18 ; D ° I A CALL BEr wRE YC�tJ DIG I vD __ ° EXISTIN UNDERGROUND ° I ° '3 I °� ° ¢7 (� FUELO� TO REMAI10 I � D II r \ ! � OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON + 8 �j ° ° I I UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN f;AR 952- 1 IP �--�' p °/° ° 2 ° (PRO C DIN PIlACE) D ° ° I oowc ,o r 001-010 THRU OAR 952-001-0080. COPIES OF THE RULES MAY BE I 3 �, p L ° / ° I II I OBTAINED FROM THE CENTER BY CALLING 503 232-1987. IF YOU HAVE f r�� 0 14 r i P I QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. 0 / 15 i MW (`�oP.) i D ° 3 n j� �r ° (DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.) a 21 I I ° ° ¢ II I ' • r ♦ e Ac, AC I T'RAISED I21 PUMP IIFL AND - P 21 CO • + vl I Do 2 . 1 J ♦o \ p - I I ° DI I 4 I 1 ° R I TRAFFIC � �_---- - - --- ------ ----� I �_� I "J-ROX' v ,F•' `._.______---- I p CONE. I 4 1 "' ♦ �p -- _� DRIVEWAY 17 _ __�.___a !' --- --__- 1 J D E S G N 1 N N62. 7'00' ift ~�' - --- 10450 SW Nimbus Ave., Portland, Oregon 97223 -- 151. �0 9 ►.ti �-- --w — - `- - — ------ ---- - -- -- __ _-� '�' 503 1 603-9933 FAX: 503 1 603 9944 _ W w - ..��_ IN - w -- w ----- _--_w w ---- __ _-w —W 1 IN ° PLANNERS • ENGINEERS ■ LANDSCAPE ARCHITECTS • SURVEYORS It S . W . PACIFICU dated 12 07 99 \S,��t�a0 P" '`�HIGHWAY ( 99W ) LEGEN1200 Kw 16.237 D. 4ac� � --- NOTES : n nn rnrn��YY11 tn1 W V tAl)IAAI t� � ' OR OREG _& ON BOUNDRY �� � � �•�•� TELEPHONE POLE _& aG°�C��1n4�C�4Ma� 97209 EXISTING GUARD RAIL - -a--� TRAFFIC J-BOX Q �1 EXISTING ZEXA�n BUILDING TO BE REMODELED 11 REMOVE CONCRETE ISLAND & RV DUMP 21 REMOVE EXISTING CONCRETE BOLLARD. QpQa�p��pp .� �T_ y � EXISTING CURB STOPS CONCRETE BOLLARD p O REPLACE EXISTING SUMPS WITH LIQUID TIGHT UNITS.). 12 REMOVE 4' HIGH METAL WAI T_ FAX 603.22 '-M _.XPIRES 12-31--99 REMOVE TANK SLAB AND PROTECT MONITORING WELLS, 22 EXISTING UNDERGROUND LINE PROTECT IN PLACE won+wM„o�ll►1a>Kr,� �u►nal�tiouroo �� rar � � FUEL FILLERS AND STORAGE TANKS IN PLACE. 13 REMOVE HEATING OIL TANK. �w+u+I�Noara��I�n�IaleuearlwiooNanoi�l�rsw�uou sa wswr EXISTING CURB -- ---------- WATER METER ?.3 EXISTING UNL`ERGROUN P n o�rtn W= �1ert EXISTING BUILDING �- O3 REMOVE EXISTING FUEL ISLANDS AND CANOPY Q � D OWER LINE w ci� T TO BE REMOVED. �i� �/ SIGN POST 14 REMOVE GUARD RAIL �rwmaa�o�r��oo ft"nluerM000irese�ca • aY EXISTING WATER - ---- W - - EXISTING INLET MM O REMOVE EXTRUDED CURB 15 REMOVE ILLUMINATION INCLUDING 24 EXISTING TREES TO BE PROTECTED IN PLACE. ab; -_ - 5 REMOVE EXISTING CURB & SIDEWALK O DISCONNECTION AND REMOVAL OF POWER 25 EXISTING VENT IP �' L.L.C . E S P PIPE/CONDUIT BANK TO BE E+ QUILO.N EXISTING GAS LINE G LUMINAIR PROTECTED IN PLACE, EXISTING POWER LINE MONITORING----- I} WELL EXISTING TEXACO SIGN (PROTECT IN PLACE) REMOVE AIR/WATER STATION O 26 EXISTING WATER LINE TO BE REMOVED. PACIFIC NORTHWEST REGION >' - 0EXISTING DRIVEWAY 'TO BE MODIFIED u, 7 REMOVE EXISTING 3" CONC. PAD 17 EXISTING TELE LINE O-- ---- T ---- FIRE HYDRANT SEE SITE PLAN. - --- 8 REMOVE EXISTING PHONE BOOTH (�D O p L & rn 18 REMOVE EXISTING CCNC. SLAB. SAW CUT LINE - - - - - - - - - r FUEL iLLER � _ I"} REMOVE EXISTING CONC. SLAB 19 EXISTING CURB STOPS TO BE REMOVED. 2 17 HWY 99W CHAIN LIN.< CONSTRUCTION FENCE --o — TRAFFIC SIGNAL BOX �+0 11834 W PACIFIC HWY. 10 REMOVE EXISTING HANDICAP RAMP EXISTING PHONE I300TN (p,'t�l GAS METER I11� 20 EXISTING MONITORING WELLS TO BE TIGARD, OREGON PROTECTED IN PLACE AND RAISED TO DRAM BY: MLJ Date 07M.99MATCH GRADE. CHECKED BY: MLJ APPROVED BY: JAC S►haeet N0: D ° OO PoLiflc Hwy, 11834 SO 1999-00076 3 of 10 NOTICE- IF THE PRINT OR TYPE ON ANY IIIIIII1IIIiIII IIIIIII 1111 IA�1 I IIIIIIIIIII III IIIIIII 11! I IIJIIl 1 1 1 1 1 Jill i i . li � I � I ► � < ��.� . � �v� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1_ -- _- I , ' I3I - �-. - _—__b ._-- I --iSL_ IT IS DUE TO THE QUALITY OF THE N036 41 IIII IIII IIII IIIIIIIII�III!iIIIIIffII!II Il9ll(lZllllllllllllllLllll6i Zlllllllll�llllllllll ZIII�IIIIIil��lZlllllllUl7. 6� 8�t IG�T t , 6 �titIIIIIIIZII tI�lIII1it I1 II11�ITII II�IIIII8IIIIIIIII8IIIIII-UjWG.I1!11.l!91111 ll 11�19ll�1.Lll.11l 611 1-11�1 l �llZ � -1ORIGINAL DOCUMENT IIIIIIIe Jill IIiIIIII I Ilivil,1111 iIIIIIII11ia�Iiw it 11 l llNl ------------- 562'57'00"W 201. 48 1 E X I S T I N G • 1 L A N D S C A P E J I / 1 1 1 w w � 103Q) L A N D S C A P E 13 NOTES : C) Q � 6 L A N D S C A P E 2 U EXISTING TEXACO SIGN o1N �1 O 15 4 O2 INSTALL STANDARD CURB AND SIDEWALK SEE DETAIL SHEET DT01 6' 11 ° 4 27' 4 ° P� 10 °5' 4 ° 2 �' 3O INSTALL REINFORCED CURB r— a & G) 2. c� 1' TYP INSTALL COMMERCIAL. DRIVEWAY APRON SEE DETAIL SHEET DT0 TRASH 10' 4 , V V HANDICAP PARKING SYMBOL. SEE DETAIL SHEET DT02. ENCLOSURE 6'S 10 18.08' 18.08 6.5 8.5' 16' • v�^� �; U HANDICAP SIGN AND STRIPING. SEE DETAIL SHEET DT02 '� Q7 INSTALL 8" CONCRETE SLAB OVER EXISTING TANK FARM. 12 D SEE PAVING PLAN SHEET PPC1. 17.63 56 O INSTALL TRASH ENCLOSURE. SEE DETAIL. SHEET SUS-261 1 R=3' 1 8 / EXI S TI n'G TEXACO SERVICE STATION ° 17 INSTALL NEW 4 BONE CANOPY, PUMP ISLAN AND PUMPS. O SEE SHEET S21-432.00 4 11834 S. W. PACIFIC HIGHWAY R-3' ' O � \ J�` o oONE STORY FABRICATED C 0 PATIO SCORING. SEE ARCHITECTURALco . O c. aINSTALL ALTERNATE HANDICAP RA P -260 FINISH FLOOR EL. 214. 47' • RAMP. DETAIL SHEET SUS / 4 1 � 1 ,754 SF. / �� N 1� p 12 INSTALL RETAINING WALL SEE DETAIL SHEET DT02. 13 PICNIC TABLE. SEE ARCHITECTURAL FOR DETAILS. / 4 0 �P 15 17 ° •° OPG S 14 PROPOSED CONCRETE SIDEWALK SEE OFF SITE PLANS. 1 'Q 6'5 4 , I Uj 4 4 4 10.30' 4 QPM / ��9y D 15 CURB CUTS FOR DRAINAGE. SEE DETAIL S14EET DT02. 1 C � 2 EXISTING BUILDING ,, SIDEWALK EASEMENT R=3' TO BE REMODELED L 17 END STANDARD CURB AND BEGIN REINFORCED. R==3' R-3' 25 1 . 5 .. 1 I (2�) 35' 40' 3 ` CL 15 7 • 1 GENERAL NOTES: STANDARD g I° • •• '' :r- - SEE OFF-SITE P' ANS FOR SIDEWALK IMPROVEMENTS ARK/NG STALr (TyP • .• ► % `• .� :T g ' • '' 9 ) .. ••' .. '••; •�� •`' I ;•�",• '•„ '�• .•.' ••. +�• y • Q D ALONG S.W. PA0rIC HWY /99 100 -A cc L A N D S C A P E �•.,t, .+ •' �•••:• •'. ' 'i•• y, ` ' , .•• • .'� .., •.ems •,' '��} ,• . . '•* '� e o 0 M • • 1 � _i:L:._-- - •� ...•_ •..•• :•. _ '' _• •� j -- ___-. 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M Y N �r Mum�AY TOMOLY CN tai PROPOSED CURB -- �1a�►lA► 1a1wt N1 me 11"11Lr °1P'�■s PROPOSED REINFORCED CURB ` nN°Na�iaN�1o,111irr iii L EXISTING BUILDING 777171-71— PROPOSED PROPOSED 40OW SMT 16' LIGHT POLE ` EQUILON L.L. C. SEE DETAIL SHEET SUS-261 PACIFIC r ORTHWEST REGION PROPOSED ROCK WALT_ L PROPOSED CURB AND SIDEWALK GRAPHIC SCALE IP /�\ G� w �� 217/HWY y 9�Y ----- PROPOSED SIDEWALK ( llV FEET ) 11834 ISW PACIFIC HWY. TIGARD, OPEGON _ 1 inch = fOft. D� BY: MLJ Date 07DEC.9 CHECKED BY: MLJ — AFT ROVED BY: JAC Sfllet N0: @p@1 Pacific Hwv, 11834 – SIT1999-00076 4 cif 10 ,_ _. ..,,..,rc;;.. _.-..«»—..........,,..rewwre.,w,. ..eMw711www.•w..r.w,....Mmr...a,w,... T iII I I I I l VIII I I III I I III I I L I I " ' 1 ' 111 1 I I I I III I I 1 1 1 1 1 1 1 I I III I I III I L I I I r NOTICE.' IF THE PRINT OR TYPE ON ANY I I I I I I I I I I 1 1 1 1 I I I 1 V I I I III I I III I I i l I l I I III I I III I l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III III V I I I ( j�� �� IMAGE IS NOT AS CLEAR AS THIS NOTICE, No IT IS DUE TO THE QUALITY OF THE 3B _ , ORIGINAL DOCUMENT ��; 8�Z 8� Gti 8Z ( 9Z 67 EZ Z i� 1JZ et 9t Gt 9X 9t 6i Ei ZT_ it I t I I" -�8 II I 9 �Q I � LI I�Illi t� l llllhlll II �i 1 S62'S 7'DO"W f_ z - --- � 201, 48 r ._ - I 3 1 r,.l.•� 1 �, 7 . a 1 /j/ • GAURD RAIL G� GAURD RAIL oy, NOTES : O �J w 00 O ,� }" 40OW LIGHTING SEE SHEET SUS-•260 FOR DETAIL tr) 0 ANG SEE ELECTRICAL FOR POWER. (6 TOTAL) old � AIR/WATER STATION SEE ELECTRICAL FOR POWER. 4 1/2- WATER SERVICE FOR AIR/WATER STATION. ` k. V DROP INLET. SEE DETAIL SHEET SUS-260. �P�' y� / • (5 CONTRACTOR TO EXPOSE AND VERIFY EXISTING DOMESTIC WATER U ,•..11 G SERVICE. INSTALL TEE TO MATCH EXISTING SIZE AND NOTE. �7"- IZ ! a 6 THREE 4" PVC POWEP. CONDUIT. / 7 1 1/2- WATER SERVICE TO BUILDING. I 1 EXISTING TEXACO SERti"CE STATION ° ° s•1 '' `�--- ° 11834 S. W. W. PACIFIC HIGHWAY A\\\\ O D \\ w Q) I E ° ONE STORY METAL FABRICATED VVV 00 � FINISH FLOOR EL =214. 47' /i ° / � U) Q� (\4 1 / ° GENERAL NOTES : ' ° ° ° ° ° ° /// •° 3 LU ° 1. CONTRACTOR TO VERIFY THE LOCATION AND SIZE OF ALL UTILITIES ° ° ° 1 TO BE USED, AND NOTIFY ENGINEER OF ANY CONFLICTS. 1 1 1 3 ^ Q 2. SEE OFF-SITE PLANS FOR SIDEWALK ALONG S.W. PACIFIC HWY (99W) 135 LF 1/2" PVC WATER LINE 3 1 _Z1_1 o • • Pth1� - 'i LIJ D W. •!: �•' '• IN Lop ••� •r •� •• . < • D • • 10 ' ' , •t ••• :fir • • • . , • •, •.. � , •� . . � , • • •' •' • • • • Wi'''t• •+ •, 1 ..'. dip . y. • „•, •I .•• •• • •.•�,. a • • • D • •• N p V 41 P ••° 2 • m / \ 4 •., 1 Cd Y • • ° � 9 j�� `� ' e • � - . ; • � RIM=210.67 • • IE IIV8 -208.57 17St1,•. RIM=212.96 - - ° I 7' IE OUT 8 =210.76 •• P• , $ , D � 106.47 LF 8" C900 PVC IE OUT(8")=208.47 ® R -_._..._.r_. ° SLS0.02 _.------------_-__-- 1 D E S I G N I N C Q N6 2'S x'00"E T --�- 104'0 SW Nimbus Ave., Portland, Oregon 97223 151. 40 - '�` ` ------ 12 5031603-9933 FAX: 503 1603-9944. _ -- w -___._. w ---- __ _ w W ., , w w -�"-`w'--- w- - w w - w -- -- w w - w w - FLA":"r'ERS ■ ENGINEERS ■ LANDSCAPE ARCHITECTS ■ SURVEYORS --- � PRS UDdated: 1� 07 99 �sS ■ Vel ■ PACIFIC HIGHWAY 99W ,s•2� y _ n41�C4yy11 MM pp �� _ WOG lW IW QLS ORE'GO -- LEGEND � OR �F BOUNDARY TELEPHONE POLE -'t_I- P r'�1 G°W 5�G� G �3 G�U p TH- M3-227-6M A. - GUARD RAIL TRAFFIC J-BOX [Ell FAX PIRES 12-31 -9� wa��,n�Nrorw►,Aow ooNr��wN�an,fNoio,t�wo�Na� niow�rar,fw�loo Na�w N OOIQ�A P01111N 1�1�0�1NrNaAN MOS CURB STOPS CONCRETE BOLLARD O TM�a� � i° �� � ITMO soiw CURB WATER METER � �ira►i�000iM� cNMWNoCOMWRMAW OLY nMIMEu�e�o�, REINFORCED CONCRETE CURB SIGN POST DETAIL SHEET SUS-260 � SEE � EXISTING BUILDING EXISTING INLET t� EQUILON L.L.L . T�TTTTIT 400 W LIGHTING LUMINAIR PACIFIC NORTHWEST REGION SEE DETAIL SHEET SUS-260 MONITORING WELL. O CALL BEF onE YOU DIG GRAPHIC SCALE UIP ________ ___ FIRE HYDRANTV D aVV EXISTING GAS LINE w OREGON LAW REQUIRE FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NC fIFICATION CENTER. SAID RULES ARE SET FORTH IR OAR 952-- >o o to 217/HWY 9 9W EXISTING GAS LINE FUEL FILLER 001-010 THRU OAR 952.-001--0080. COPIES OF THE RULES MAY BE ( IN FEET ) 11834 13W PACIFIC HWY. TRAFFIC SIGNAL BOX m OBTAINED FROM THE CEN iER BY CALLING (50;1) 232--1987. IF YOU HAVE TIGARD, OREGON EXISTING POWER LINE _._-- p -_-.____ QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. 1 inch = loft. • (DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.) DRAIN BY- t**0 Date: 0/DECC EXISTING TELE LINE I GAS METER - — ___ - -- A�FT IROVED BY: J C Rwt N0: " O Pacific Hwv. 11834 SIT1999-00076 5 of 10 NOTICE- IF THE PRINT OR TYPE ON ANY Trr�l�r II � IiI � � � � I � I � III � II t II � I� I � I � I � I � II I �IIr�Ilr��rr�7 r�rll�rll�Ill � � IIIIIIIIII � II � Iil � lllil � III � i I I I f I I 7 10 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 - 1 _ 1 ____-__ 4_I__. J 1 61 ---- IT IS DUE TO THE QUALITY OF THE No.3e 1 1 T- - _ 1 I 1 1 71111�11tIIIIIIIJIT � _�--� ORIGINAL DOCUMENT S t f3z Liz 9 z y z 1r z b z z l z u z 81 8 I t[ 9 i 91 6 i £I z r. s B L s 4 ib E z i 1Y1711 ����1����i����►��►I���������I���, ��������� ��������� ��������► ��������� ���� ���� �����►��� ���� ���� ��������� ������ ��������� ����►����.�I�►� ���►�1► �u >�ll II�IIIIIINII, 1 its _. r..._.. _. _..._ .. �. .._.... ._ .....__ .. �. S62*5 7'00"IN �. ---------- —.---- - ..�..�. � e �..r. .� ... ...8rte 201. 4 1 r 1 GAURU RAIL -- GAURD RAIL SECTIONS - , — Q O �` 00 O 8" REINFORCED CONCRETE SEE DETAIL SHEET R-FS-4 COINn PEA GRAVEL. TO MATCH GRADE. SEE DETAIL SHEET R-FS-, �I 1 u 1 TYPICAL OVER FUEL YANK SEC"ION Gp CONC. 1 �`��� �?' • G 6" REINFORCED CONCRETE 4" CI)MPA T C ED A GGRECATE BASE ROCK 1 TYPICAL UNDER CANOPY SECTION 1 EXISTING TEXACO SERVICE STATION 1 A. 1 11834 S. W. PACIFIC HIGHWAY . 5" of AC S ONE STORY METAL FABRICATED Q 2 CLASS "Co ON 3" "CLASS e >� �---- 8" COMPACTED AGGREGATE BASE ROCK FINISH FLOOR EL. =214. 47' � o" JYMAL AC SECTION LLJwftj ' 1 1 t CL ^��+: , � i'n's r' .'' �• •'' .•wy' •'' •�; •�• ,' • • ,,�► '•• ' • 1� v.• •• •s •t• j. ,�• '�• � '• ,... -u,,. 0- Lij A. ro Y,,� y, 6��f!.. • ,. ' , •� .• t• k REINFWC Ib mlVEILfF ' •• • 'A ~ : .♦ •1 ° ° 1 , p w • 4106 of i . • '• •• . • ♦ ' • •� �• • •• r1' 7 p • • • 11 1 _ r •� . .: .,.• ' .• r. :•.. •• �. • ••� . ' : ' , : ' ''•:.: , . .ct�Ilyc. - . CALL BEFORE YOU DIG w g •,. 1' ,4 •,• , •� . .,• '�• •.,. •'•• ,�• •�'•'• ', ;► ,, ~.•�; ,; •' , �, • • ♦ * OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON 1 ' UTILITY NOTIFICATION CENTER. SAID RUL r t � ° � •� ES ARE SET FORTH IN OAR 952- 001-010 THRU OAR 952-001-0080. COPIES OF THE RULES MAY BE "� p♦ HAVE OBTAINED FROM THE CENTER BY CALLING (503) 232-1987. IF YOU H ♦ ° t -♦ O, f��IIVFORCED CONC TE... ... � ISE QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. (DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.) F •♦ � p• r ` 1 D E S 1 G N I N C . N62'5 7'00"E - �51. 40 --• ^_� ~- _� ----`�� `�_��-----�•_, —. -------------•_-_.�-_--- _.__—.�.____-_--.-� 10450 SW Nimbus Ave., Portland, Oregon n g 97223 503 1603-9933 FAX: 503 1603-9944 PLANNERS ■ ENGINEERS • LANDSCAPE ARCHITECTS ■ SURVEYORS �7, -7SaW . PACIFIC PH ___ 12.. 7 99 16,237 IM Q 1204 KW. FRW LEGEND l0 OD Utl ILII R L M 6M OREGON BOUNDARY QpC�f�D4Cc�4MWQ PMTLWas ' OR �s .��� p o GUARD RAIL -------a____, o--- --_ Q a 4 g a Q b D P TEL 503-227'b844 ' A. ,gCURB STOPS FAX 603-221-SM I EXPIRES 12-31-99 CUR WN Osl rl/N>N+1D N L»11 FOA ll!rl1YM11 Ui!QF 1fXA00 NQ AID 111!1 cp AI=AI N AND AV Mift IIIA PAM B _ 1t 11! 710N!70NfANID awl AIILA ��MLARa 1�0 p0710 pry�'�ip ANG A1C Na IFr DO�fT ht7M�1��IMWJ,AY 1IMRt�1�'IOF.�p���TD !�Y aQM'011A11Oi11� EXISTING BUILDING � ����4�T � � �Tl� �Tl- �r � Ne, yeu Q ILON L.L.C . PACIFIC NORTHWES T REGION GRAPHIC SCALE [P n @ (1 L /;� 9 10 5 217 HWY 99W ( IN FEET ) 1.1834 W PACIFIC HWY. Pacific HWV, 11834 1 inch -- loft, DRAIN BY TIGARD, OREGON — _ ---- ----- SIT 1999 ,00076 MLJ Date. O` f�/`v�7� .a ------- - - �__—. - _ ---.___ ----------.__._ - -___. BY: 6 CKED _ AFFROVED BY: jAc Sheet No: Jp P 0 9 .+.++w .••+tli•Yi1lWrwr .,..rn..t .,_...�U`._..:yl�Yp.w..M*.�' Me. .. 4 M a-Y1Y,:�; ..NL�..: up'IM-.:°....i .. V.... ... �.. .... ..: -..,. 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TYPICAL 6 L— ONE STORY METAL FABRICATED N� MA66 :�WM COM NAMENty ARCTOOTAM4)1.06 UVA-U" "Aft' 4" POT Is" oz. SEE SWEET i��I FINISH FLOOR EL. 214. 4 7' C, V LAWN PRO-TIME 303 SUN MIX LAWN SEED BLEND W0556 AND WOPKINS OR EQUAL X, X III L NOTE: LANDSCAPE MAINTENANCE PERIOD BEGINS It7*11EDIATELY AFTER THE COMPLETION OF ALL PLANTING OPEFATIONO AND WRITTEN NOTIFICATION TO THE OWNER. MAINTAIN TREES, SHRUB&, LAW* AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR W DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER 16 LONGER A + 0 + 0 0 + 0 0 0 0 M 0 0 0 10 20 40 0 0 0 0 N"AL NOTES-. LANE) AN 0 0 0 GE SCAP 0 0 0 I. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS 0 OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD t> 0 THE ACTUAL LOCATICN6 AND ELEVATIONS OF ALL EXISTING UTILITIES, D E S I Cip N I N C:: { © o :.." ,'„Q ___ 0 0 0 0 0 0 0 0 0 46 UTILITY PROTECTION SERVICE CONSTRUCTION HOURS PRIOR TO CONSTRUCTION E PLANS OR NOT. THE CONTRACTOR SHALL. GALL 1 10450 SW Nimbus Ave., Portland, Oregon 97123 2. CONTRACTOR SHALL EXAMINE FNI&4 SURFACE, GRADES, TOPSOIL QUALITY _T' 5 AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS 9937 V 503 1603— FAX: 503 1603-99e44 V P41 WAVE BEEN C4RRECTED. VERIFY LIMITS OF WORK BEFORE STARTING 3. CONTRACTOR TO REPORT ALL DAMAGF8 To Exl.,�*rlw_j CONDITIONS AND INCONSISTENCIES IVITW PLANS TO LAND&-'APE A%r-WITECT. PLANN I -_ ERS m ENGINEERS ■ LANDSCAPE ARCHITECTS ■ SURVEYORS WHEN L*M 4V HM 4 0 WW METHM,AS 6IJ10W 4. ALL PLANT MA66E3 TO 15E CONTAINED WITHIN A BARK MULCH 5EC), 0 moa"umv CIF�m WNW ts I^ 1ST IRI LwAm mm ne vw UNLESS NOTED 0',WEFWISE. HAT"LEWT14 OF 4W U dated: j0 22 0 r WIM CMN LOCK IT LAWIER THM TW TRM 5. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN IV' FROM OUTER lug K*T W CRO60M%.',wgt Ab ORCU"cEIR494CE, 64M TO AVOC LETTM F L*M OM LOCK IT EDGE OF PLANT MATERIAL 15RANcWlw_,. WHERE GROUND-WVER. OCCU", 12DO N.W. FRONT MAIN MIT ne Im mw C"IN MOT ME C14100M 041t M PLANT TO LIMITS OF: AREA AS SWOWN. 0 0 MAN LEADER CZWACt IM TIE GTAKE WOUN TO AVOID LETTM @ R2 Im am ISM • r4 JEFFREY K. SIMPSON - - 'X*,- `3 PMTUM OR D TIE Im mw 0"N 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN 44-L LANDSCAPE 0 COUACT 6TAM i (tom INARM BEDS, AND ALL LAWN AREAS. An 97209 OREGON 0�? J&A We I ft m muft A to SALVAIJIft AV' FRIM 10/31/00 Fpwm ROOTBALL J CONTRACTOR TO FINE GRADE AND RO,,;K-WOUND ALL TUFF ARE465 PRIOR TO BAONIM 0 pm am >' tj T& W3-227-M4 pm 0 &OLL BACK Tor TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SUFW-ACE, 1--REE OF --M FAX M227-8W PE pffic r W.CNKU.M MEW 35 W.C*02.Ax Wim V3 OF OKIRLAP Fpm5AI1KM — 641m S"L VE Um OWL el! IRREGULARITIES (BUMPS OR DEpRSt%IONS) 4 EXTRANEOUS MATERIAL M%fi FINIC"11110MBAU.PRIOR je 0141ULM Mm im-9-9-—UN"E WNW 9M IVATOt 80AW WN GIAM OR DEBRIS. AM &Q=G"L K AqM KAWfa ARM m-*m TO DAMLLWA Ivo n11 N�InRIs Mo Mlari►i�ll "Opmr Iml" I w ININUM 04ALL W!CQPIE WD w"11"Kin" > I)UPUCA"1, LNVIVL UW@ ANIALA"'1110 Krimmy'..=— a OMM COk UND 70 AW EXIM am M-44TM 2"x2" YEN CUP I"1"m '"umma"PmEk OVAL.symm NQ AW 00WWAnMM04ffiV- t"GH 8. QUANTITIES SHOWN ARE INTENDED TO A881ST CONTRACTOR IN EVALUATING, a '1111111DEW070 1n7mruwxx"Dr*_ 9616121111 LHID161MOND WIL mow II-L U114 OWW" *42T THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE ► WLL 0 HKD W MW Me OOMPEOWK @uLmm*Ly IM FpW"I m MgMe. UN016TUFRW-o 601L - 601L AS PER 6MC, REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR 614ALL BE RESPONSIBLE Fr<)R HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. ILL WITH I EQUILON L.L. C. PAC" ee)!L AO PER EPEC. CO-ORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF 119. UNDER3ROL"D SPRINKLER AND DRAIN SYSTEMS. PACIFIC NCRTHWEST REGION w4ND 14242"IMPACT 12N 10. CONTRACTOR SHALL NOT REMOVE ANY TREES DURIW-i CONSTRUCTICt4 I WITHOUT THE EXPRESS WRITTEN CONSLENT OP THE LANDSCAPE ARCWITECT. eCARFY 4" DEEP GQ� 4m 1�L WITW T EXISTING VEGETATION 'ro REMAIN SHALL BE PROTECTED AS DIRECTED RECOMPACT 60IL 46 REA 6rl!r— BY THE LANDSCAPE ARCHITECT. 2174HWY 99W CIDUQUil TREE WjAKINQ 11. WWERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD 11834 Eli PACIFIC HWY. 0-a�Tow_�41LE E OTAKIWa AIL: EVERI34REEN DEC112UM SHRUB UTILITIES OR CROWD EXISTIN53 TREES, NOTIFY LAND6CAPE ARCHITECT TO NOT TO 6C.&S ADJUST TREE LOCATIONS. — TIGARD, OREGON Pacific Hwv, 11834 DR." BY; SIT1999-00076 Date: 07DEQ9,C 7 of 10 APPROVED BY: CWECKED BY: MPA _ JA St"t No.: L P @ NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 6 8 3L 1 1� 1 12 C�'�Le. � UDy -- ITIS DUE TO THE QUALITY OF THE N0.16 ORIGINAL DOCUMENTg�Z 8 9 G 9JIL, L I�l���� �►II VIII ►�l�l� i MAY BE USED SHORT TERM WITHEROSION CONTROL MATRIX �s iFs UTILITY WORK AND WITH PHASING ` 100 BFB�", OF DEVELOPMENT q REFERENCE: EROSION CON TROD PLAN TECHNICAL GUIDANCE NANUBOQK '�'.. . SITE SLOPE 1 _ STOCKPILES __ _ UTIUriEs CONSTRUCTION STO(`K���S DIrCHF.S SwrALES BASE MEASURES <2!6�- <10R <15X -20% <30X <50X >50f CA TCH BASIN ,)I TCH (CONS TRx IIONPRO TECnoN) I 1 DRAINAGE DRAINAGE i 1. GrA VEL CONSTRUCTION X f A - ENTRANCE (SEC. 3..3_1) - - 2 SEDIMENT FENCE OR BARRIER 0 FOE Of, DISTURBED X X X X X X x �. FLOW AREA (SEC. 3.3.2 do 3.3.3) 3. UNDISTURBED BUFFER 0 TOE OF DISTURBED AREA CATCH BASIN --__-__ ` (SEC. 3.3.5) - - ---- _ ----- - ^- I 4. SEDIMENT FENCE INSTALLED X - - PLAN ON CONTOURS (SPACING) i00') (150') ( 00') 50') (25') 1 (SEC. 3.3.2) 5. TEMP INTERCEPTOR DIKES/ ! SWALE.S AROUND ACTIVE WORK k X AREAS (SEC. 3.3.11) q CHECK DAMS x I F ( do LOW (SEC. 3.3.13 3.3.3) I \ �A-�3bT°t25M 7. STORM DRAIN INLET \ � PROTECTION BARRIER x PLAN c WET WEATHER MEASURES A . POINT "A" 6" OVERLAP (TYP.) �/� 8. ESTABLISHED GRASS • • " I • • POINT 8" SECTION A-A (SEC. 3.3.6) _ _ - 9. 2'-MIN STRAW MULCH 0 0 0 0 0 0 0 COVER (SEC. j.3.7) AREAINLET _DRAIN DITCH ET _ ____--- _ 10. EROSION BLANKET W/ 0 0 0 0 0 ANCHORS (SEC. 3.3.8) SECTION A- A _ o 1. 6-MIL PLASTIC SHEET - 0 0 0 0 BIO FILTE_ R BAGS INLET PROTECTION COVER (SEC. 3.3.9) �? NOT TO SCALE - --.- - ------- -- 12. SEDIMENT TRAP OR POND O D 0 O �- 1, POINT "A" MUST BE A MiN'14UM OF 6" HIGHER THAN POINT 13". (SEC. 3..3.10) 1"x " WOOD STAKES PER BAG WILL. BE REQUIRED FOR STAKING 2 2 2 POST CONSTRUCTION I ( ) BAGS OR APPROVED EQUAL. i 13. REESTABLISH GROUND X X X X X X x" X x J COVF-R OR LANDSCAPE PRIOR BIO--BAG DITCH PROTECTION TO REMOVING EROSION ---_---- -------------_- _ MEASURES SEC. 3-J.62 N O T 10 SCALE -- ( ---- -- - ----- - �.__ -- -- - ---- __ -- O� KF.Y� X = BASE MEASURE (REQUIRED AT ALL TIMES) - FILTER FABRIC OVER C.B. F,N� QOM` A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS !� SS = OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE QP GGF • = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER 1 - APRIL 30) GRAVEL FILTER �N J�0 P S0• o = AI-T RNATIVF WE" WEATHER MEASURE To • (1) NOTE IV DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, THE SITE M,e.Y BE DIVIDED UP AND EROSION MEASURES SELECTED FOR EACH ARF_ FROM THE APPROPRIATE COLUMN IN THE MATRIX f 4 J R=25' \� CLEAR PIT RUN OR - i CATCH BASIN 2" MINUS GRAVEL - ---- / -- SUBGRADE REINFORCEMENT ' GEOTEXTILE, AS REQUIRED � � PROVIDE FULL WIDTH OF 8" MIN, DEPTH INGRESS/EGRESS AREA EROSION CONTROL NOTES N T-• 1. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONTRACTOR SHALL REGULARLY INSPECT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN FABPIC BARRIER AND CLEAN OR REPLACE (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRIC1ORS, CHANNELS, AS NECESSARY TO MAINTAIN EFFECTIVENES` RETENTION FACIL;TIES, UTILITIES, ETC.) GRAVELENTRANC� NOT SCALE -- _ 2. PiE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, WILACEMENT, AND UPGRADING OF THESE ESC FACILITIES _--__-__- STO_ RMS INLET SEDIMENT PROTECTION_ DE_TA_ILIS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL D E S 1 C4 t4 I N C ORUCINS COMPLETED, APPROVED AND VEGETATION/LANDSCAPING NTS SESTABLISHED. _ _ 3. THE BOUNDARIES OF' THE CLEARING LIMITS SHOWN ON TH, PLAN SI-.ALL BE 10450 SVS' Nimbus Ave., Portland, Ore011 97223 CLEARLY FLAGGED IN THE FIEL) PRIOR TO CONSTRUCTION. DURING THE FILTER FABRIC MATERIAL y FILTER FABRIC USE STITCHED LOOPS" ,� � CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND fHE FLAGGED CLEARING SO3 16�J3- 9y33 FAX: 503 ( 6Q3-9y44 36" WIDE ROLLS MATERIAL OVER 2x2 POSTS LIMITS SHALL BE PERMITTED. THE FLAGGING Si 'ALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. PLANNERS • ENGINEERS • LANDSCAPE ARCHITECTS • SURVEYORS -- 4. THE ESC FACILITES SHOWN ON THIS PLAN MUST BE CONSTRUCIED IN ��� SE®IMENT FENCE NOTES CONJUNCTION WITH ALL CLE=ARING AND GRADING ACTIVITIES, AND IN SJCH D A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATE=R 12/07/ �� ,DO NOT ENTER THE DRAINAGE SYSTEM, RC)ADW'1YS, OR VIOLATE U ate�d° ������GINC f�4 _ -- _-. APPLICABLE WATER STANDARDS. 16,237 L--- - '-i - -� 1, THE FILTER FABRIC SHALL BF PURCHASED IN A CONTINUOUS ROLL OUT TO ` P 12(10 NW. FRONT r I INTI WHEN INT ARE THE ESC FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS FOR sure 56O TH►. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. E JOINTS 5. E S �� d OREGON i '� �- NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, PORTL.MD, OR 6' MAXIMUM SPACING SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SFCURFLY THESE ESC FACILITIES SHALL. BE. UPGRADED AS NEEDED FOR UNEXPECTED a, lhC. 009; C,�j lUJ �,jQl2 972M FASTENED TO THE POST OR OVERLAP 2"x2" � � QTS AND ATTACH AS SHOWN STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN G� ' ra�tGIGG��rI�o 1 \ All\EY A. ON [DETAIL. WATER DU NOT LEAVE THE SITE.fE. 1$. 6W-22(-%44 FAX 5W-227-K% EXPIRES 12-31 -99 FRONT VIEW 311DL VIEW 2. THE FII-TER FABRIC FENCE SHALL BE INSTALLEL' FOLLOW THE: CONTOURS 6. THE ESC FACILITIES SHA!_L BE INSPECTED DAILY BY THE APPLICANT/ 11/R 00C3JMIR MI'T!R$901IMM=OOIIMR W MM WLATM M TWAM RIC.!TIM 1"-]Ry aF 1wV=W. w WHERE FEASIBLE. THE FENCE POSTS SHALL BE kCED A MAXIMUM OF 6' CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR wM�"0110-M H caraw* + MIM um or70N)uW.Nofro*=vimNoAFMIAM wor'�i cwnw APART .AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 2' CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 1 YEAR ��` "`�ir�rnl°�oFw M AwWe^P+et a«���� w1Mi lBICMT/� Y N /�' MC. Atrl'1l1K111 CRM,011 C01li71M11011 ANGLE B01H ENDS OF FILTER FABRiC - WARRANTY PERIOD` AFTER CONSTRUCTION. N0 TM° '0R rRrue �0`IM4LSJTO �� �'f " IS ' 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL aoTfli�T,iye000uM�lr �e1��T1ars1�6o�rs:elc�auear�o�rn+E�,� FENCE TO ASSURE ' OIL I� TRAPPED / �rNun�~a�erTe!<rcc�uRlc. EXCAVATED hiATERIAL FROM FILTER FABRIC FENCE :NSTALL.^•TION SHALI. BE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED ARE, MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 � E Q j J I LO N 1J' lam. - _ HOURS FOLLOWING A STORM EVENT. -�IT �1 ---' II- 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED SNITCHED LOOPS FOR 2x2 POST INSTAL I_AT10N. STITCHED LOOPS SHALL BE 8. AT NO TIME SHALL MORE. THAN ONE FOOT OF SEDIMENT BE ALLOWED � PACIFIC, NOK fHWEST REGION INTERLOCKED 2"x2" -�� INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS - _ - -- _ POSTS A14D ATTACH AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TU PAVING. THIL Q 0- - L n n ^ [g V 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR CLEANING OPERATION SHALL PHOT FLUSH SEDIMENT LADEN WATT-R INTO GRAPHIC SCALE0 gicgii W [g ��W USEFUL PURPOSE, BUT NOT BE•ORE: THE SLOPE AREA HAS BEEN THE DOWNSTREAM SYSTEM.Top 217 W. PERMANENTLY PROTECTED AND S1A811.17ED. 10 5 -6 10 '� 1 7 "WY 99 6. FILTER FABRIC FENCES SHALL_ BE INSPECTED BY APPLICANT/CONTRACTOR 9. BEGINSTABI17_ED CONSTRUCTION I!CTION ENTRANCES SHALL B[ R THE IDU AT THE IN FCCF � 11834 'W PACIFIC HWY. BEGINNING 0, COfJ5fRUCTIUN AND MAINTAINED FOR THE DURATION SEDIMENT FENCE IMMEDIATELY AFTER EACH RAINFALLAND AT LEAST DAILY DURING FKOLONGEC) OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO TIGARD, OREGON-___ __--' ._-_...__.-.___' ` NOT TO SCALE RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INSURE THAT ALL PAVED AREAS APE KEPT CLEAN FOR THE 1 I*/TC.h = 10ft. DRALLN B� : MLJ Dats07DECA DURATION OF THE PROJECT, CNECK.ED By: MLJ APPROVED BY: JAC Shoot No.: PV@11 Pacific Hwv, 11834 SIT1999-00076 8 of 10 .........w.;.,,...w.r....» od ..x+awaws •Mllor°c MM�rry. _ Ar�i' MwneurwA 11 NOTICE-. IF THE PRINT OR TYPE ON ANY IrII-IIII III1 � 1 i � Ili � I 111111 I � IIII III III IIIIIII Illilll IIIIIII 1111�IIIII III III 11 III 1I1 III I�I ill IIIIIIIIIII III III VIII VIII t IMAGE IS NOT AS CLEAR AS TI;;S NO_1-ICE, l �L '� 13 41 `'l b ITIS 1=.iJE TO THE QUALITY OF THE Jo.36 ORIGINAL DOCUMENT Olf. 6Z t3Z LZ 8Z 9rZ IdZ SZ 7,Z LILit Zlu � 4 �I t t " -2' 6 2xSLOPE 1. FACE OF CURB _ �� EXPTMP'�j JOINT 1 . --�T ---PAVEMENT 6 `. + t al Sl7TiFACE_ WIDTH OF 1, PRECAST CONCRETE BUMPER TO BE PLACED 1' FOOT FROM FACE CF CURH. 1 STREET DRAINAGE WEEPHOLE 4+ • . 6=-"") t/2' R,,�__ 36 I.D. PIAS'nC PIPE R I \ ( �.-- _..._ 2" OF 3/4"-0' CHRUSHEA ROCK R WITH COUPLING; `\ ` / - 5 MIN. FOR LOCAL STREET / J� A 6" — DISTANCE A -- _ _6' RAIN. k W � ••4 ��"� Ok COLLECTOR AND ARTERUL •' • y . -112' MAX. BAC�,FILL BEHIND REBAkCURB #6 Rt TOOL (SEE Noe'4) 2' . PLACE INTO GROUND K fJ -ION A -- 1CURq JONECI ROCk ,; (18" MINIMUM LENGTH) ��'(i ��/,�,T 'N' ` SEE NOTE 9 COMPACTED SUBGRADE - 1 1/2' HOLE FOR REB, R I SIDEW _ k�NT TU GURB2•s MIN.r 2- ��� 36' MAX. I, �rpr �r_=_ �• o.a _ �4•ora NOTES: BASE COURSE f\ 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 1. DISTANCE "A" VARIES WITH STREET FUNTIONAL CLASSIFICATION. SLOPE WILL VARY WITH DISTANCE OF 40L►O P.S.1 AT 28 DAYS, SLUMP RANGE OF 1 -1/2' TO 3". /f� "A" MATCH BACK OF SIDEWALK FOR GRADE, 2. PANELS TO BE 5 P`EtT LONG. NOTES: 6 / ?. EXPANSION JUNTS SHALL BE 1/2" WIDE AND CONSIST OF AP��ROVEp PREFORMED FILLER, 1 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY /� 2 3. CONTRACTION JOINTS SHALL BE 1/8' TO 1/4" WIDE. DEPTH OF THE 'JOINT SHALL BE A MINIMUM APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT t. CONT,kETE TO ►+avE �UMPRESSNE STRENGTH OF x000 P.S 1 AFTER 28 PAYS / OF 1/3 THE THICKNESS OF THE CONCRETE. SPACING NOT TO EXCEED 45 FEET. 4. ALL SURFACE; SHALL BE LIGHTLY GROOMED AND ED,cL IN A WORKMANLIKE MANNER 't:XPANSION JOINTS.4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE A TO BE PROVIDED 2C 1 AT EACH POINT OF TANGCNCY OF TH;- CURB. � 5. SAW CUT EXISTING CURBS WHERE THEY AF?E TO BE REMOVED, IF LESS THAN 3' TO EXISTING BE RO L THE URB, THE JOINT BETWEEN THEM SHALL 1;1 JOINT REMOVE TO JOINT. EXISTING A/C IN FRONT OF THE APPROACH SHALL BE SAW CUT AND BE A TROWELED JOINT WITH A MIN. t/2 INCH RADIUS. 2 AT EACH COLD JOINT.3 AT EACH SIDE OF INLET STRUCTURES. 2" REPLACED WITH HOT MIX. 5. SIDL`W< l.K SHALL. HAVE A MIN. THICKNESS OF 6 INCHES IF IT 4 AT EACH END OF DRIVEWAYS. 1' 6 CONCRETE SHALL BE 3300 PSI AT 28 DAYS. IS INTi_NDED AS A PORTION OFADRIVEWAY. OTHERWISE B MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON -EXTRUDING, SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES, WITH A THICKNESS OF 1/2 INCH. 2. CONTRACTION JOINTS, PRECAST RECAST CONCRETE BUMPER COMMERCIAL DRIVEWAY APRON 6 DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF A. SPACING TO BE NOT MORE THAN 15 FEET, - - -- - - SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. NTS N.T.S. CONTRACTION JOINT TO BE PLACED OVER PIPE, 0. WEEPHOLE TO BE CENTERED WITH CONTRACTION JOINTS. 7. FINISH WITH BROOM AND EDGE ALL JOINTS. 3. BASE ROCK 2"-0 OR 3/4"--0, 95% (AASHTO T-180) COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SUBGRADE ROCK TO EXTEND 12" BEHIND CURB. 4 6" 4. DRAINAGE WEEPHOLE - 3" DIA. PLASTIC PIPE. A. I.D. PLASTIC PIPE WITH COUPLING. 7" "'-j 3. - STANDARD SIDEWALK _STANDARD CONCRETE CURB NT$.._. __.__.._ -• NTS 2,. 1 3" WIDE PAINT �1 2'-10" - 86' STRIPE TYPICAL ` DRAINAGE CUT � I ?. �--10" f +• CURB_ CUTSTYPICAL HANDICAP PARKING SYMBOL NTS � NTS i — HANDICAP SYMBOL WHITE - Ir N TH BLUE BACKGROUND R 3/8°' 3 -- ALUMINUM SIGN PLATE - FLUE BACKGROUND. { � 1' HIGH WHITE LETTERS z 1'IMAIMS .5 AND BORDER, BAKED ENAMEL. 10450 SW Nimbus Ave. , Portland, Oregon 97223 9-6.WLoo '�' 503 1603-- 9933 FAX: 503 1603-9944 CURB FOR PAVEMENT SECTIG (ms MI-930 '0""""-9pp1 SEE P. ANS Mo rc v i0 STANDARD KEYSTONES — �, EXISTING SURF ACE GRADE OP*W efs �' —`- -- - — PLANNERS • ENGINEERS ■ LANDSCAPE ARCHITECTS • SURVEYORS GALVANIZED STEEL POST ---�\' - ------ -- - --- -- \ 1-- PA lf i�IENT GRADE _ Udated� 1210-7/99ALL. NONMETALLIC PIPE SHALL HAVE AN VAN ACCESSIBLE SIGN - 1 .ELECTRICALLY CONDUCTIVE TPACER WIRE', T `�� 16,237 r lI �� 1- --------- -_--- ) ,• '! BACKFILL. ABOVE ' (18-GAUGE, INSULATED COPPER) FOR `lJ'N VIM KW. FRONT --- FI FABRIC PIPE '(ONE 'i LOCATING THE:: PIPE IN THE: FUTUPE. 0 0 f Y � S'UTE /7j i,l »,I _ L TER AB .! , 3'-6' MOUNT HEIGHT NC�l�f>ud L., ppR��,, OR OREGON l \ _--•3/4'--0' CRUSHED ROCK BACKFILL Q� (U��oS�' G`U' lU1 �� s� `�F� . 1, 14 IN PAVED AREAS « •� -- __— L �`, ' r -- _ --`-- - �-^ ;: APPROVED NATIVE MATERIAL INGRANULAR AREAS CKFILL OR lr'L'J n U�W L^� lr' 00 '0 T' T„` OUTSIDE OF PAVEMENT M3-227-6W �1.•.' r 4" PERFORATED PVC pnoo0 EXISTING MATERIAL 4- FAX -227-SM EXPIRES 12-31-99 DRAIN PIPE. DRAIN TO DAYLIGHT. 12 MIN. / r AM7�11111 TIM COWANIDhWMI PELAWOroTEKA00W_0Mrviar�C.MWOWAM PIPE ZONE > NA9 a®+r�w�er®a way Ira MMIN UM c�1�Ac»ar,ao ms 8U19Ww qua�N"m ►a r4rr � �-- 3/4'-0' CRUSHED ROCK OR SAND BACKFILL ooa = M��i re cx� DIIMJGIT� �+��AVAi.ALE ro c1na14 011 u!D m M,R'csxx-exr rR1Are DOC f�k"!1'I.I Y rRk�R'�.N N NC. AW M ML%PM C%401rtl11A110N MMW- rW>r� — •000 STORM, SANITARY SEWER, AND WATER Nora! OWMm V"- *ME aDino DTOFWNEAt�rO" pe- 0 .�,�'"�"" _----__ _._---____-. -.__.__.__- -- FINISH GRADE � �rnc«•sx>«e AM 11iRT 1tM1 OOOIAWR�1>F Nan M Ttil!!R AID ooNtxlrct,dtU,tCt'oN.r Ti!rrrr�1JM°eanc�a• 3/4. 0' CRUSHED ROCK. LYO^Me1 II �� Nt7TE k U I Ltd N L. L. C . 3- 1 .2" CONCRET£ LL-�ZING PAD '`, -- NA TIVE SOIL O 00 � I. BACKFILL IN 6• LIFTS, I I � � ------+-. O " • 2. COMPACT TTJ 95% OF MAXIMUM RELATIVE (7" MUJ \ � `i� 314"-0 CRUSHED ROCK DENSITY PER AASHT0 T-99 IN PAVED OR i \� PIPE ZONE PANORTIIWE s'I REGION GRAVEL SURFACE' AREAS. C[1MPACT TO 1 PACIFIC � REGION BEDDING CIFIC,i 90% OF MAXIMUM RELATIVE DENSITY PER E -^ AASHTU T-99 OUTSIDE OF PAVED OR 3,/4"-0 CRUSHED ROCK PLUS 18'MIN. GRAVEL SURFACE AREAS � GRAPHIC SCALE COMPACTED LEVELING GRADE PAY WIDTH 3. USE CF NATIVE MATERIAL FOR BACKFILL FOR EXCAVATION AND BACKF ILL TO BE DETERMINED BY fNGINtFR. 5 217 1 ( /T WY 9 9` RETAINING WALL TRENCH BACKFILL TYPICAL HANDICAP PARKING SIGN ( IN FEET ) 11834 �, w PAUIFIC HWY. _NCS N.T._^,, NTS TIGARD, OREGON -- ___ _ 1 inch = loft. dR,4� BY: MLJ Date; 07MC.99 CHEMED BY- MLJ ____----_---.--___.-._— AFIFIROVED BY: Jac St NO.: n V 0 R Pacific Hwy, 11834 ' SIT1999-00076 9 of 10 . - ... NOTICE� IFTHE PRINT ORTYPE ONANY IIIIIII IIIIIII IIIIIII IIIA I Ilillll! IIIII I IIII' II IIIIIIIf II 'Illlflll Illlllllill IIIIIII IIIIIII (ILII I IIIIIII Ilflfll Illlflf VIII (' IIIIIII III I I IIIIIII Illllllfl � lllll III I I /� UC' IMAGE IS NOT AS CLEAR AS THIS NOTICE, I—�1� -I - .I --I--=� I �I - I ( � ITIS DUE TO THE QUAL_IT Y uE THE _ No.38 �IIIgIIIII���6Z�►IIIIRIIZIII►II�L►TT I►�►I 9►II�ZIIII�.III16ZIII I!.iir►Ifyl ►�►Ii�llZlli►►Il►i�IZ►►I li►I QIliiZl►II I8I►IIII I I�IIHI►fI[llll�lllilil IIIIIIILIII�IiIII�IIi�►►II�IIII�IIiliilllll�llll lll llilllll-lllllllil I ll8 lll�llllll fl11 l Il l l IIl JL1all �ItI I�ynw lL(t 9IT T.illt - 1 -1 19111111 I11ORIGINA_ DOCUMENT I I SNI /STS, MAY BE USED SHORT TERM W.TH EROSION CONTROL MATRIX ms's qRi�_� UTILITY WORK AND WITH F'I,ASING OF DEVELOPMENT fN '4 REFERENCE: EROSION CONTROL PLAN TFCHNIC.AI. GUIDANCE HANDBOOK _ SITE SLOPf._LL_ STOCKPILES U 11U TEES CONSTRUCTION STOCKPILES DITCHES SWALCS BASL MEASURES <2% <10% <15% <20X <30X <50X >50X CATCH BASIN DITCH (coNsTRUCTIONpROTFCTION) DRAINAGE DRAINAGE 1. GRAVEL CONSTRUCTION x X X X X X A - A ENTRANCE (SEC. 3.3.1) _-__-- _�\ 2 SEn!VENT FENCE OR } BARRIER 0 TOE OF DISTURBED X X X X X X X FLAW _ AREA (SEC. 3.3.2 do 3.3.3) 3. UNDISTURBED BUFFER 0 TOE ...... OF DISTURBED AREA \� CATCH BASNV ----- (SEC. 3.3.5) - I _. ! T \�0U P � 4. SEDIMENT FENCE NS ALLED ON CCON 3.3 �S (SPACING) (300') (150") ( 00") (50') (25') (SE5. TEMP INTERCEPTOR DIKES/ S WA LES AROUND ACTIVE WORK >r # >!< g AREAS (SEC. 3.3.11) q . 6. CHECK DAMS x FLOW (SEC. 3.3.13 & 3.3.3) 01w. ITCH BOTTOM� 7. STORM DRAIN INLET X -LAN A PROTECTION BARRIER / ', WET WEATHER MEASURES 6" OVERLAP (TYP.) POINT "A" 8. ESTABLISHED GRA`;S ' • ` " ` POINT "B" 5ECTION A--A (SEC. 3.3.6; 9. 2"-MIN S'RAW MULCH 0 - 0 0 0 1 0 0 0 COVER (SEC 3.3.7) AREA DRAIN DITCH INLET - -- - - - - --- ----- 10. EROSION BLANKET W/ 0 0 0 0 0 0 ANCHORS (SEC. 3.3.8) SEC-naN A BIO-FILTER BAGS INLET PROTECTION 1 1.COVER I(SEC, 3.3.9 )HEET 0 0 0 0 Nil l E; NOT TO SCALE - -- - - - - - --- -' - 12. SEDIMENT TRAP OR POND 0 0 0 O 1. POINT "A" MUST BE A MINIMUM OF 6" HIi,HER THAN POINT "B". (SEC, 3.3.10) 2. (2) 1"x2" WOOD STAKES PER BAG WILL BE REQUIRED FOR STAKING POST CONSTRUCTION - - - -- - BAGS OR APPROVED EQUAL. 13. REESTABLISH GROUND X I X X x X x x X x COVER OR LANDSCAPE PRIOR B10-BAG DITCH PROTECTION / TO REQ./ES ( EROSION MEASURES (SEC. 3.3.6) NOT 1C `,-(-,ALE / KEY: X = BASE MEASURE (REQUIRED AT ALL TIMES) FILTER FABRIC OVER C.B. ��� go A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS Q P G!A # = OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE GFS �� ' = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER 1 - APRIL 30) GRAVEL FILTER NG P O = ALTERNATIVE WET WEATHER MEASURE TO ` (1) NOTE: IF DIFFERENT AREAS OF THE SITE PAVE CONSILERABLY DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION K _ MEASURES SELECTED FOR EACH ARE FHOf4 INE APPROPRIA -E COLUMN IN THE MA"RIX IL 4 . R=2S' CLEAR, PIT RUN OR --'� 2" MINUS GRAVEL -- CA1"►•1 BASIN SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED PROVIDE FULL WIDTH OF "1 8" MIN. DEPTH INGRESS/EGRESS AREA EROSION CONTROL NOTES NOTE.; 1. APPROVAL OF THE ERASION/SEDIMENTA rION CONTROL (ESC) PLAN DOES NOT CONTRACTOR SHALL REGULARLY INSPECT CONSTITUTE AN A.PPRGVAL OF PERMANENT ROACH OR DRAINAGE DESIGN FABRIC BARRIER AND CLEAN OR REPLACE (E.G., SIZE AND LOCATON OF ROADS, PIPES, RESTRICTORS, CHANNELS, AS NECESSARY' TO MAINTAIN EFFECTIVENESS, RETENTION FACILITIES, UTILITIES, ETC.) _GRAVEL_ENTRAP -- � NOT TO SCALE 2. THE IMPLEMENTATION OF TF-ISE ESC PLANS AND THE. CONSTRUCTION, R 1 MAINTENANCE, REPLACE, IE"NT, AND UPGRADING OF THESE ESC FACILITIES STORM INLET SEDIMEW PROTECTION DETAIL IS THE RESPONSIBILITY OF THE APPLICANT,/CONTRACTOR UNTIL ALL -- -- - ---- -- -- D E S I G N 1 N CONSTRUCTION IS COMPLETED, APPROVED AND VEGETATION;LANDSCAPING NTS IS ESTABLISHED. 3. -HE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE 10,450 c-OW Nimbus Ave., Portland, Oregon 97223 USE STITCHED LOOPS CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE FILTER FABRIC; MATERIAL Z FILTER FABRIC ., CONSTRUCTION PERIOD, NO DISTURBANCE 9EYOND Ti�E FLAGGED CLEARING V 503 1603- 993 FAX: 501") 1603-9944 36" WIDE ROLLS MATERIAL ` OVER 2x2 POSTS LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ^ PLANNERS • ENGINEERS ■ LANDSCAPE ARCHITECTS • SURVEYORS L 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN --- CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH SEDIMENT FENCE NOTES A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER PRo�Fr. � N � Do NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE cdated: tO APPLICABLE_ WATER STANDARDS. / . 6'237 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL. OUT TO [/RA �i L�(a0 KW. FRW ` LD THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE 5. THE ESC FACILITIES SHOWN ARE THE MINNMUM REQUIREMENTS FOR SLM SM o W W N OREGON NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, F►CRT1M�, (�{� 6' MAXIMUM SPACING J SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED ENn C;['�0If IN(G�`�f�ll)W�� Sl2WFASTENED TO THE POST OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN Qp �aOG°� \Y A. ON DETAIL. WATER DO NOT LEAVE THE SITE. TEL 603-227-6841 FAX 6M-227-SM I�XPIRES 1?--31-99 FENT VIF.WW ,S, IDE ALW 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CON SOURS 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ -mwo�•. WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' CONTRACTOR AND MAINTAINED AS NECESSARY TCS ENSURE THEIR WNPURO MP100 +WMWMFM1 rEMMIRCOWAIW UW009MA00Mi mc ;Wf ■> imanAM Mbk"K WPNff ►"4SCVA 41 �00��01r1JG11� 7�MM(1_tf� 1M17!AY/�l N'JE�oc w MM fl%TMIT APART AND DRIVEN SECURELY IN70 THE GROUND A MINIMUM OF' 2'. CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 1 YEAR w�•M �oplR0s r � sr Mc ten' AY cwa+rai+unaeme+c�- ANGLE BOTH ENDS OF FILTER FABRIC -� WARRANTY PERIOD AFTER CONSTRUCTION. NDM°E` M° w" I " � � ) ratir�iFUff >t+o M 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VCRTI;;.RL BUR'AL OF 6". ALL �+3■��+I►T��� ���'��^�'''��` O�-''�Y"W^�'A?�t� (� FENCE TO ASSURE SOIL IS TRAP111ED j' '' LrWxA®fff MAWW- EXCAVATEDMATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE 7. THE FSC FACILITIES ON INACTIVE SI TFS SHALL BE INSPECTED AND BACKFILLED \ND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. MAIN•rAINED A MIAIMUM OF ONCE A MONTH OR WITHIN THE 24i % E Q l.J I.LO N L . L. C . 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALLHOURS FOLLOWING A STORM EVENT.HAVE MANUFACTURED STITCHED LOOPS FOR 2x2 POST INSTALLATION. STITCHED LOOPS SHALL BE 8. AT NO TIME. SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED ` PACIFIC NORTHWEST REGION INTERLOCKED 2"x2" INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA, TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS POSTS AND ATTACH AND CONVEYANCE LINES SHALL BE CLE �'.NED PRIOR TO PAVING. THE 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SEf'VEIJ THEIR CLEANING OPF-RATiON SHALL NOT FLU`-- SEDIMENT LADEN WATER INTO <-;A)APHIC SCALE DD (� � QD � 9NUSEFUL PURPOSE, BUT NOT BEFORE THE SLOPE AREA HAS BEEN THE DOWNSTREAM SYSTE=M. -- -� TOP VIEW - PROTECTED AND STABILIZED. ----- PERM4NENT --- --- ------ ------- 19 RFT1___.__._______., � 5 o 10 X1. 7 NWY 9�W 9. STABILIZED CONSTRUCTION ENTRANCES SHALL. BE INSTALLED AT THE N f EE r 11834 w PACIFIC HiYY. 6. FILTER FABRIC FENCES SHALT_ BE INSPECTED BY APPLICAN T/CUNTRACTOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION � ' > ` SEDIMENT FENCE IMMEDIATELY AF TER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED of THE PROJECT.C ADDITIONAL MEASURES MAY BE REQUIRED TO TIGARD, OREGON _M NOT TO SCALE RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATFI.Y. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE 1 incl a 1pf1. DRAUN gY ----MLJ D&t8- - -� 07DEC-99 DURA TInN OF THE PROJECT. C14ECKED BY: MLJ - - --- --- --- -----______ . APFROVED BT: JAc ShW No: D V M Pacific HWV. 11834 SIT1999-00076 10 of 10 . ..i.x.. ,,.... w••..r,r!e Mw ;5.�.,:,.. .......,... �.. ..........»..w, ....„n.n.nn..rn..i......,. �-. _ NOTICE- IF THE PRINT OR TYPE ON ANY r�r III ISI ISI III III IIS ISI III ISI ill I � � ill ISI ill III i � I Ili I I ISI ISI Iii ISI ISI ! � I iii ISI I I ISI ISI ill ill ISI iii Iii � I Iii ISI i �l� i � l Iii iii i � i � i � i iii iii i � l � i IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 1 ___..21 31 41 _ 5. bl -� $I 11 IS DUE TU THE (QUALITY OF THE _ _ _ ""'e "-w "' _ _- - - - I -- _ ORIGINALDOCUMF_NT £ 6Z 8Z T711, 9Z 9v 6Z £Z ZZ TZ OZ 6 [ N [ Gl 9[ 4T 6l £t til li di l6 N lL 9 9 ib �£ � 1z... Z T �uw1 I� 11 �ii�1���� �������� ������������� ��i� ����li��� �����i��� ����1� i� i���l���i.�i��I��ii ii«ll u�llluluill �wi�l l