The URL can be used to link to this page

16580 SW 85TH AVENUE-13 IUA " NIFIED SEWERAGE AGE: NC HDR Engineering, Inc. 0 WA,�j- HINGTON . COUNTY Vicinity Alla ,' +nN N 111-' so F4D N RT4AND AIRPORT BEAVERTON 99 _ — —1 u NEW& 21 5 D HHAM XCAVATION OAND RTLAN - , PROJECT SITE a? 213 itsRACT m 05� `TM FW. TIGARD D LITION CONT of KING CITY ouaww �n 43 22 S.W. 85th AVE. 99 =====rte 99 TUALATIN � rn+ Ic Drawing Index 5 SHERWOOD Q*Ar=.CMA 205 Y •� SHEET NU. ,DESCRIPTION Arl �;o7V Cif TICAIRD • ProVed.... .... I. Location Mapdot ........... .......... . .... , Qn iQnally ��rQve;1. , t �r . G-1 COVER, VICINITY MAP, LOCATION MAP, & DRAWING INDEX -- For only rhe VV0;k ��S dw-cr�� ; i•.I••• j" G-2 . ABBREVIATIONS • PERM► I N0 Sew LE3� -IV _ D SEWERAGE UNIFl RA E E AGENCY ter to: F011aw„„ ••.•• •• .• ..•.••••. .E�SSAYR�Qd DURFIAM FACIUTY Att3 I IT. E-1 EXCAVATION PLAN LEGEND AND ABBREVMTIONS �••»• •`' ' • +' rmaxAms lt � Q ~sow _- � � E-2 SECTIONS �•••• • Y• `�"��_, PORTLAND E-3 EROSION CONTROL PLAN ,,,•,,,,,,�,, S ►a awc[ BALEM N E-4 DETAILS a E-5 TRAFFIC CONTROL PLAN °°'•"� E-8 IRRIGATION PLAN E-7 ELECTRICAL PLAN ELME ° IIID OffAM 5 0 R E 0 N DEMot_moN aw o elm D-1 DEN/01J71ON SITE PLAN r D-2 DEMOLJT)ON SKEET i N O D-3 FENCING Pt AN �� FAW JULY 1998 D L aP D-4 EROSItNI coNTRcx- PLAN 85th Ave. 16580 Y„oa D-5 DETAILSSIT98-00034 1 of 13 NOTICE: IF THE PRINT OR TYPE ON ANY TII � ! I1 ! I ! ! i ! ! Il Ill 1I '; X11 III III 1IT IIT rl1. rl r-I{r � I � �� I 7 1 111 -111, ♦ 11-1-.fli . .,�i `I � I ( III III III 11111II 11i ill III ill 1111-IIII111I111 III ISI IIIiIII ' III IIIIIIIIIII �, , I l l i f l l l l l l I I I l IMAGE IS NOT AS CLEAR AS THIS NOTICE, ------_._-_ 1 _ _ 2 3 _ --_�----_—_ ��___�_ 7 S _9 10 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z 82; LZ 8Z 5Z �Z EZ Z TZ OZ 6T ST LT 9TT 9T fiT EI ZT iT T 6 8 L 9 I. 9 E Z I ��a�3w IIT IIII IIII IIII IIII IIII Illi IIII IIII III! IIII 11�1111!�u_�I llll Illi 11111111. IIII IIII IIII I11� IIII IIII IIII IIII III! IIII�iill�llll IIII IIII IIII 1111 , � , ' � , � � ��. IIII IIII IIII IIII llll I 11 .1111 111 �.II►,I,I llll ,.l.l.l llll llllll .11 III 1I I ABBR. CONT... GENERAL ABBR. CONTGENERAL ABBR. CONTGENERAL GENERAL ABBR. GENERAL ABBR. CONT, - AS ANCHOR HOLT DBL DOUBLE �' N GENERAL MLDG MOLDING RVT RESILIENT VINYL TILE ASND ABAIJu0N DEG DEGREE GL GLASS MMB MEMBRANE ACC ASPHALTIC CEMENT CONCRETE DEP DEPRESSED GLB GLASS BLOCK MO MASONRY OPENING S SOUTH AC AIR CONDMONING DF DOUGLAS FIR SND GROUND MOD MODIFIED, MODIFICATION Sec P SHELF AND POLE ACP ACOUbPC CEILING PANELS DIAG DIAGONAL GO GRATING OPENING MPT MALE PIPE THREAD SAN SANITARY R D ACT ACOUSTIC CEILING TILE DTL DETAIL GPD GALLONS PER DAY MTD MOUNTED Se SPLASH BLOCK HDEngineering, Inc. ACST ACOUSTIC DF)AO DOMOUTION GPH GJ1l LONS PER HOUR MTG MOUNTING SC SOLID CORE ADDN ADDITION, ADDITIONAL DI DROP INLET GPM GALLONS PER MINUTE MU MASONRY UNIT` SCHED SCHEDULE ADJ ADJUST, ADJUSTABLE DIA DIAMETER GP GUY POLE MW MONITORING WELL SCHEM SCHEMATIC ADMIN ADMINISTRATION DLAPH DIAPHRAGM GR GRADE SCN SCREEN UNIFIED � AGENCY AVERAGE DRY WEATHER FLOW DIFF DIFFERENTIAL GRT GROUT N NORTH SO STORM DRAIN OF WASHING 1ON COUNTY AFF ABOVE FINISH FLOOR DIM DIMENSION GRTG GRATING NAT NATURAL SECT SECTION AFG ABOVE FINISH GRADE DIST DISTANCE, UISTRUBUTION GSB GYPSUM SHEATHING BOARD NEG NEGATIVE SG SHEAT GLASS, SEALANT GROOVE AGGR AGGREGATE ON DIVISION GSKT GASKET NF NEAR FACE SHT SHEET Al AREA INLET DL DEAD LOAD GWB GYPSUM WALL BOARD NOC NOT IN CONTRACT SHTG SHEATHING DL�iHA� Al. ALUMINUM DMJ DOUBLE MECHANICAL JOINT NO NUMBER SIM SIMILAR �/ qq ALT ALTERNATE DN L OWN HBD HARDBOARD NPT NATIONAL PIPE THREADS SL SLOPE EXCAVH I I N Dc ANC ANCHOR DO DISSOLVED OXYGEN HC HANDICAPPED NRC NOiSE REDUCTION COEFFICIENT SMLS SEAMLESS AR AIR RELEASE DP DEPTH HDR HEADER NS NEAR SIDE SP SOUNDPROOF DEMOLITION AS AIR SUPPLY, ACTIVATED SLUDGE DR DRAIN ROCK HDW HARDWAkE NTS NOT TO SCALE SPEC SPECIFICATIC:/ CONTRACT ACCOUSTICAL SUSPENDED CEILING DT DOUBLE TEE HGR HANGER NWL NORMAL WATER LEVEL SQ SQUARE ASSY ASSEMBLY DWG DRAWING HM HOLLOW METAL SR SHORT RADIUS ATM ATA, SPHERE OWLS DOWELS HORI7. HORIZONTAL OA OUTSIDE AIR SS. STAINLESS STEEL AVG AVERAGE DWR DRAWER HP HIGH POINT, HORSEPOWER, NIGH OC ON CENTER(S) STA STATON AWG AMERIC`d! WIRE GAGE PRESSURE OD OUTSIDE DiAMF_TER STD STANDARD E FAST HR HANDRAIL, HOUR OED OPEN ENO DUCT STIF STIFFENER Project Manager B-B BACK TO SA^K EA EACH, EXHAUST AIR HS HEADED STUD OF OUTSIDE FACE STIR STIRRUP GLOVER BC BOLT CENTS, ECC ECCENTRIC HT HEIGHT OH OVERHEAD STL STEEL J. BD BOARD EDB ELECTRICAL DUCT BANK HVAC HEATING, VENTILATION & AIR OPG OPENING STRUCT STRUCTURE Designed BE BELL END EE EACH END CONDITIONING OPP OPPOSITE SUB SUBSTTTUTE BF BULA ND FLANGE EF EACH FACE P. SUNDERL+aND HW HARDWARE ORIG ORIGINAL SYM SYMBOL I1 prawn BASELINE EFF EFFLUENT, EFFICIENCY HWD HARDWOOD t?k OXIDATION SYMM SYMMETRICAL C BLDG BUILDING EHH - -ELECTRICAL HANDHOLD HWL HIGH WATER LEVEL SYN SYNTHETIC S. KUHNS BLKG BLOCKING EIFS EXTERIOR INSLULAT10N & FINISH SYSTEM DYD HYDRAULIC PAR PARALLEL Chocked BM BENCHMARK, BF1AN EJ EXPA,VSION JOINT PB PULL BOX, PANIC BAR — l f THREADS J. GLOVER BOC BACK OF CURB EL ELBOW ID INSIDE DIAMETER PBD PARTICLE BOARD T/B TOP OF BANK Project Number BOD BOTTOM OF DUCT, BIOCHEMICAL ELEC EL%CTRICAL IE INVERT ELEVATION PC POINT CF CURVE T & B 'TOP AND BOTTOO OXYGEN DEVkin ELEV ELEVATION IF INSIDE FACE PCC PORTLAND CEMENT CONCRETE T ec G TONGUE AND CRO)VE WC-3n X11 -102 BOG BOTTOM OF GRILL EMOD EMBEDDED IN INCH, INCHES PCF POUNDS PER CUBIC FOOT TBM TEMPORARY BENCIAMARK pate BOP BOTTOM OF PIPE EMH ELECTRICAL MANHOLE INF INFLUENT PE PLAIN ENO TC TOP OF CONCRE7 7/27/98 BOR BOTTOM OF REGISTER ENCL ENCLOSURE INSTR INSTRUMENT, INSTRUMENTATION PED PEDESTAL TEL TELEPHONE BP SASE PLATE ENGR ENGINEER INSUL INSULATION PEN PENETRATION TEMP TEMPORARY, TEMPERATURE BRG BEARING ENTR ENTRANCE SINT INTERIOR PERF PERFORATED THD THREADED BRKT BRACKET EQ EQUAL INTR INTERMEDIATE PERM PERMANENT THK THICICIF CURB, TOP OF CONCRETE BS BOTH SIDES EQUIP EQUIPMENT PERP PERPENDICULAR TOC BTU BRITISH THERMAL UNIT EW EACH WAY JB JUNCTION BOX PI POINT OF INTERSECTION TOG TOP OF GRATING BTW BETWEEN EWEF EACH WAY, EACH FACE JC JANITOR'S CLOSET PL PLATE TOL TOLERANCE, TOP OF LEDGER BU BELL UP EWTB EACH WAY, TOP AND BOTTOM JST JOIST i_ PROPERTY UNE TOM TOP OF MASONRY BUR BUILT-UP ROOF EX EXTRA JT JOINT POC POINT OF CURVE TOP TOP OF PLATE BW BOTH WAYS EXC EXCAVATION PP POWER POLE TOPO TOPOGRAPHY DUST EXISTING KB KNEE BRACE PREF PREFINISHED TOS TOP OF SLAB, TOP OF STEEL C STEEL CHANNEL SHAPE. CENTIGRADE EXP EXPANSION KD KNOCK DOWN PREFAB PREFABRICATED TOW TOP OF WALL C&G CURB ec GUTTER EXT EXTERIOR, EXTERNAL KO KNOCK OUT PRIES PRESSURE 17G TOPPING T CAB CABINET PRI PRIMARY TR STAIR TREAD CAP CAPACITY F FARENHEff, FACE L LEFT, LENGTH PRL PARALLEL TS TUBULAR STEEL THIS LINE IS ONE PCH WrEN CAV CAVITY FAB FOOT PER FOO(D). LAB LABORATORY PS PIPE SUPPORT TOW TOP OF WALL �VANG IS �L �' IF � C8 CATCH BASIN FAB FABRICATE (D), (TION) LAM LAMINATED PSF POUNDS PER SQUARE FOOT TYP TYPICAL ONE INCH, SCALE SLY' x CCW COUNTER CLOCKWISE FB FLOOR BEAM LAT LATERAL. LAMINATE PSI F )UNDS PER SQUARE INCH C-C CENTER TO CENTER FBD FIREBOARD SILAU LAUNDRY PSIA POUNDS PER SQUARE INCH ABSOLUTE IJG UNDERGROUND CCF CONCRETE FLOOR FBG FIBERGLASS LAV LAVATORY PSIG POUNDS PER SQUARE INCH GAGE UNO UNLESS NOTED OTHERWISE B CD CONDENSATE DRAIN, CEILING DIFFUSER FC FLUSHING CONNECTION LB POUND PST PRESTRESSED UTIL UTILITY CER CERAMIC FCA FLANGED COUPLING ADAPTOR LB/Fi POUND(S) PER FOOT PT (PT) POINT OF TANGE14CY CF CUBIC FEET FDC FLEXIBLE DUCT CONNECTION LB/IN POUND(S) PER INCH PTN PARTITION V VENT, VELOCfTY CFH CUBIC FEET PER HC OR FDN FOUNDATION LDG LANDING PVMT PAVEMENT VAC VACUUM CFM CUBIC FEET PER MINUTE FE FLANGED END, FLOW ELEMENT LF LINEAR FOOT (FEET) PWJ PLYWOOD WEB JOIST VAR VARIABLE, VARNISH CFS CUBIC FEET PER SECOND FF FAR FACE LG LONG VB • VAPOR BARRIER, VINYL BASE CI CURB INLET F-F FACE TO FACE LL LIVE LOAD • Q RATE OF FZOW VC VERTICAL CURVE CIMJ CAST IRON MECHIN;CAL JOINT FFE FINISHED FLOOR ELEVATION LLH LONG LEG HORIZONTAL QT QUARRY TILE VC VINYL COMPOSITION TILE CJ CONSTRUCTION JOINT FIG FIGURE LLV LONG LEG VERTICAL QTR QUARTER VERT VERTICAL CP CHECKER PLA'E FIN FINISHED LOC LOCATION QTY QUANTITY VEST VESTIBULE c CENTERLINE FJT FLUSH JOINT •LP LOW PRESSURE VG VERTICAL GRAIN Cu CONTROL JOINT FI_ FLOW, FLOW UNE LR LONG RADIUS R DIGHT, RADIUS, RISERS VIF VERIFY IN FIELD CLKG CAULKING FLEX FLE(!BLE LTL LINTEL R/W RIGHT OF WAY VTR VENT THRU RGO CLO CLOSET FLG FIANCE �LW TWLICHTWEIGHT RS RESILIENT BASE VWC VINYL WALL COVERING CMH COMMUNICATION MANHOLE FLSS FLASHING or FLUSH a CMR CLEAR FI �R WC LIGHEIGHT CONCRETE RECD RECEIVED �L LOW WATER LEVEL RECIRC RECIRCULATION W ""'EST-- CMU CONCRETE MASONRY UNIT FOB FLAT ON BOTTOM LWMAINT MAINTENANCE RECT RECTANGULAR WB WOOD BASE CO CLEAN OPUT FOC FACE OF CONCRETE I MAN MANUAL(LY) RED REDUCER WD WOOD, WIDTH COL COLUMN FOM FACE OF MASONRY AATL MATERIAL REF REFERENCE WF WIDE JN F.<'.'JGr COMM COMMUNICATION FOS FACE OF STUDS WG WIRE GLASS a MAXIMUM RELIVE REINFORCE, REINFORCING E COMP COMPRESSIBLE FOT FLAT ON TOP B MACHINE BOLT REM REMOVE, REMOVABLE W1 W'ROLI(',H IPON - CON CONCENTFIC FPM FEET PER MINUTE MBH THOUSAND BTUs PER I10UR READ REQUIRED WL WATEh L'-VE'- 'VIN`) 17An CONC CONCRETE FE'S FEET PER SFr,0ND MBR. MEMBER RFG ROOFING WP WATERF ROOF(_-,) (11:G), WDRKCIC CONN CONNECTION FPT FEMALE PIPE THREAD MC MECHANICAL COUPLING RFL REFLECTED or REFLECTIVE or POINT o CON-7, CONSTRUCTION FR FRAME MCB METAL CORNER BEAD REFLECTORWS ;":ATFRSTOP, WATER SIiRFACE Z CONT CONTINUOUS FRP FIBERGLASS REINFORCED PLASTIC MCJ MASONRY CONTROL JOINT RH RIGHT HAND WSCT WAINSCOT N CORR CORRIDOR FT FEET, FOOT CP CONTROL POINT FTG FOOTING MDMJ MODIFIED DOUBLE MECHANICAL JOINT RL REQUIRED LAP WT WEIGHT WATER TIuHT A3BREVIATIONS A CPLG COUPLING FIGS FLTTINGS MECH MECHANICAL RM ROOM(S) WWF 'YF!DET' WIRE FP9131". S W/ /I�' MED MEDIUM RPM REVOLUTIONS PER MINUTE CSC COMPRESSION SLEEVE COUPLING FUR FURPED or FURRING MEE MISCELLANEOUS ELECTRICAL RR RAILROAD W/0 WITI,UL)f I CSD CEILING SUPPLY DIFFUSER F-IJRN FURNITURE EQUIPMENT RT RIGHT CT CT CERAMIC TILE FWD FORWARD COUNTERSINK FUD FUTURE MEZZ MEZZANINE RTN RCrUPiV XSECT CROSS SECTICN UVR MANUFACTURER 85th Ave. 16580 r,7. P CENTER, CONTRACTOR FXC FLEXIBLE MCD MILLION GALLONS PER DAY SIT98-00034 o�° CF CUBIC FOOT (FEET) G GRILLE MG/L MILLIGRAMS PER LITER GENERAL N O TEJ 2 Of 13 CVf CULVERT GA GAGE, METAL THICKNESS MH MANHOLE CU COPPER, CUBIC GAL GALLON MIN MINIMUM ° CW CLOCKWISE GALV GALVANIZED MISC MISCELLANEOUS 1. THIS SHEET APPLIES TO THE ENTIRE SET OF DRAWINGS. LISTING OF ABBREVATIONS DCZ. NQT Shoot Number^+ D DIFFUSER GS GRADE BREAK, GRAB BA,R MJ MECHANICAL JOINT GD GUARD IMP!.Y ALL ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. oo DB DUCT BANK ML MILLITER G - 2 tM . NOTICE: IF THE PRINT OR TYPE ON ANY Irl l- III IIIIIII Ilillll IIIIIII illllll III Ill Ill Ill Illllll Ill Ili 1 �1 "111 � II1 ISI III I , f ISI Iii l � l i � l ► I � I 1 � 1 ISI III ' � � � ► I � 1 ISI III I � I ; I � � III � I � I TC7 1-�-I I �I � I � lil � l III ' lll � l � i ___�_. IMA I NOT 1 2 1 I L� - GE S J AS CLEAR AS THIS NOTICE, _ 3 � 5l 6 7 � 9 - �V l l Iz � IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT LH T Ito — T 6 I 8 L ! 9 _ 9 E Z Iowa" TM II I I 1I II 'Ill IIIII�►��II�IIII►II► Ili iliiIII! iliiI�ililiiII.II��l�illllllllLLIIIIIIlI«IILII. iliiIllsILIIillsILIIILIIILIIILIIILIIILIIIIIILIIIIII11111ILIIIII. ILIIIIIIIIIIIIllsILII « �ll� LIl uI�iLIII ��. 1-m _J...... LEQEND EF �R SHAM I-N. ---------. ... EXISTING EXCESS FLOW //....._.. T —ai F CO 7z 01 EXISTING FILTER C) " f CHANNEL OVERFLOW 0 HDR Engineering, Inc. FDR EXISTING FOUNDATION DRAIN 1 14 < tic, EXISTING NATURAL GAS -1 UNWIED SEWERAGE AGENCY IN!:' OF WASHNGI'ON COUNTY -7 EXISTING REUSr- t INFLUENT .......... EXISTING STORM DRAIN x DURHAM x EXCAVATION & EXISTING LNAJN LINK FENCE 0, DEMOLITION Z-- NEW CHAIN LINK FENCE 1;70 T 165 CONTRACT rB EROSION SEDIMENTATION -42 CONTROL DITCH A 0 UI F NG t 7 �7—f� U�4 TS END 'RA EXISTING TREE Ir, I - I A Project Manager -: . . ♦ \ k GROBSINQ ROA 12 J. GLOVER GRAVIEL Ix V 1 11'1 1 Designed ,� ` ) r ,.` HA Uk ROAD /BOTTOM > REH j ' r Drawn ELEV. 13 YB 60TTOM C 2 IV, 1.34-5/ �N 1) F— RL-C 7 VERTICAL: SLOPE RESTRANT Chocked Project Number POINT # NORTHING FASTING REQUIRED F COORDINATE LISTING AS OR AHK SD PIPE E PROTC-CTION 00039-411-102 101 640.925.87 7,620,966.48 7,620,966.48r : I Date 102 640,772.53 I'll 0�N 103 640.925.87 7,621,078.48 X -A 7/27/98 6 104 640,798.70 7.621,078.48 105 640,772.53 7,621.078.48 T1 2 % 106 640,798.70 7,621,106.86 --V �D 107 W.717.50 7,621,186.48 107 108 L 640,816.19 7,621,401.98 4 109 640.561.24 7,621.401.98 -.1 X 110 640,517.19 7,621,293.98 r-W 4 ill 640,717.19 7.621,293.98 112 640,717.19 7,621,389.98 IVERmAU 120 640,913.87 7,621.158.28 SLOPE, RESTRAINT ---- --- �i 121 640,517.19 7,621.383.61 AS kEOIUIRb--�� or 540 7,621,183.48 ............. EXISTING ACCESS 640,604.19 STO �K 541 640,794.19 7,621.183.48 ROAD-PNOTECTI / I( TANK 7HIS LINE IS ONE RICH WHEN DRAWW IS RA.L SCM F NOT Li"ONI IIr W PENTEIR ONE INCH, SCALE ACCORDOMY. Rr r, C14 B CONTROL POINTS #1 N 641,640.687 E 7,620,547,792 BRASS CAP IN MONUMENT BOX NW CORNER SECTION 13, T2S, RlW, W.M. (INTERSECTION OF SW 85TH AVENUE ..ND SW DURHAM ROAD) 1 \—(W CURVE DATA #2 N 638,997.705 E 7,620,474.416 /1 1,1) ALUMINUM DISK IN CONCRETE \1116 A- 45'1'6'10'; /7 SW CORNER OF THE NW QUARTER SECTION 13, T2S, R1 W, W.M. C PRIMARY L* 0 Lx • COORDINATES BASED ON NAD 83/91 EXPRESSED IN US FEEL. CLARIFIF,R c TANK 'TANK T5-6 .0 E L--A R A T ION 13ASIN 0 z A EXCAVATION PLAN PLAN, ry LEGEND AND 1" 50'-0" ABBREVIATiONS o • 85th Ave. 16580 0 SIT98-00034 0 Sheet Number 3 of 13 E-1 11111 1 Jill Jill 11 NOTICE' IF THE PRINT OR TYPE ON ANY AL IMAGE IS NOT AS CLEARZAS THIS NOTICE, —57 IT IS DUE TO THE QUALITY OF THE No-36 11 01 IIII IIII iiii iiia Ilillilll IIII IIII !iii IIII III! L1�1 fill Llll<<Ill fill 1111 IIII IIII IIII illi fill Illl�liil IIII �� {� �� Illi 1111 �� IIII �� iI!r!III 111! ill_ lll,llil T 8 Y L 9 ilii fill fill LL L I EZ zz 61 11 9 ORIGINAL DOCUMENT 6t 11 L3 9 F�r—VIC, — D, -1QA rT 6— ---NEW - + } + + + + + + + D _ 5' MIN. HORIZONTAL SEPERA-nON HDR Engineering, Inc. 170+ + + + + + + +170 170+ + + + + + + + +170 APPROXIMATE EXISTING GROUND UNIFl® SEWERAGE AGENCYOF WASHINGTON COUNTY + + + + + + APPROXIMATE EXISTINGFGROUND + + + DURHAM v �, - _ - --- - -- ----- --- - EXCAVATION & 1601 ! + + + , + + -`�� + 60 160+ + + + + + + + DEMOLITION +160 CONTRACT Z \,—VERTICAL SLOPE RESTRAINT ' cn;... AS REQUIRED TO PROTECT PROPOSED EXCAVATION--�- +',; + IO(ISTING WIPE. + + + + + + + + + + + + + + + VERTICAL SLOPE RESTRAINT AS REQUIRED FOR EXISTING Project Manager ACCESS ROAD.— J. GLOVER 150+ + + + +150 Designed + + + 150+ + + + + + + + +150 REH C Drown • RLC + + + + + Checked + + + + + + + + — AHK SEE SPECIFICATIONS FOR - SLOPE REQUIREMENTS PROPOSED EXCAVATION Praise Number 00039-411-102 140+ + + + + + + + +140 140+ + + + + + + + +140 Date 18" GRAVEL 7/27/98 18" GRAVEL + + + : ::.:.:.:.:.: .:.:.:.:.:::..: :. :...:t� .:...: + + + + ................................. + + — �NON WOVEN GEOTEXTILE NON WOVEN GEOTEXTILE 130+ + + + + + + +130 130+ + + + + + + + +130 0 m S E C TI O N A THIS LINE IS ONE INCH WHEN DRAWING SECTION a ONE INCH, A .Y. WING IS FULL SEM F NOT x 50' HOR E-1 1' 5' VER 1' :q0' HOR E-f .t 1' 5' VER B g I 1 PARKING AREA 24' PAVED 3' z HAUL ROAD 0 3 � I 3' SHOULDER_ SHOULDER 3' 10 2" ASPHALT CONCRETE 1'/2" ASPHALT CONCPFTE TOP COURSE c(nn BASE COURSE 2" ASPHALT CONCRETE. BASE COURSE 0 a r - 24' GRAVEL 0 UJ = J va HAUL ROAD I ow • =w pI 0N3 � SLOPE TO DRAIN ow N 2 _ - ' CRUSHED SURFACING BASE COUR;:E -- NON WOVEN GEOTEXTILE 2 2" CRUSHED SUk;ACING TOP COURSE 9' CRUSHED SURF4CING BASE COURSE z° - NON WOVEN GEOTEXnLt A EXCAVATION SECTIONS n GRAVEL HAUL ROAD SURFACING SECTION C PAVEMENT AREA SURFACING SECTIONp NTS E- 1 NTS E-f a$- 85th Ave. 16580 S11'98-00034 o oh 4 of 13 Sheet Number E r, NOTICE' IF THE PRINT OR TYPE ON ANY Tflillf I � ili � lil � l lil til 1 �. i iiI I � I ' i � l � l � r ISL ISI I �.�. �..�I. IiL � I � � Iii i � ► I � I � I � t Iil IiI Ifl ISI I � I � rTr Iii ISI � � I � � I i � � 1 � i i I i � r i � ', � _ I ! I I 1 . III � I IMAGE IS NOT AS CLEAR AS THIS �.�OTI E 1 � � � � I I • . --- ___ IT Ic DUE TO THE DUALITY OF THE __ -- -- .III EII�II IIII IIIIl1ll9li�l�l,�,ll�lllLfiZ��IlllI,9IiI�lZ�ll � Ill5llT�ll� Il�llZIJ11 .1�1E1ZIII�(I l�IIZIIILiIIIIII� II-I-IIII�I lIiII AM iIIIIIIIIIlIliiiillliiii iiiiliili iiiil-illilII ill�iill•lI l i(iili-Ili-i�ii _i—,�I l 11 11�l - -� !l _ -1-l . Y� �I - I ;OPIGINALnOCUMENT TIU6I i L9i 5i ' 1 ET It 1111.16 l L 8'' ' L . - L 9 No.ss - W ISI 1. 11 13w tillLL�.1.�ll11_l.l. ..i11L.11- 1111 l t I I I�i t J NOTES FOR SEDIMENT FENCES: '. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS -" - ALL STOCKPI IES TO BE SEDIMENT- JOINTS. CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF FILTER PROTECTED USING A FENCE----\ JOINTS. WHEN JOINTS ARE NECESSAR , FILTER CLOTH SHALL BE FABRIC SIMILAR METHOD OF SPLICED TOGETHER ONLY Ai A SUPPORT POST, WITH A MINIMUM _ 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE e PROTECTION. SEE SPECS POST, OR OVERLAP 2"x4" POSTS ANC ATTACH AS SHOWN ON - (O SECTION 02270 SAND BAG HOLD 00*4 oOR OTHER APPROVED UI DETAILMETHOD V) c I t FILTER FABRIC 2_ THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW I 1 � 7 D THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE 14 I Ck ROPE HYDROSEFD ALL DITCHES HDR Engineering, Inc. SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. _ N AND ALL pISTIJRBED ' ' II- I , qI o v I �/ GROUND AREAS AGENCY 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL FABRIC I af F- OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC � 4" BELOW `n �`' o ANCHOR FENCE INSTALLATION, SHALL BE 3ACKFILLED AND COMPACTED, I Y � � QAT TOP GRADE - w oz =Tr' OF SLOPE ��COU ALONG THE ENTIRE DISTURBED AREA. I 6� MAX _ _ - _ 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE NTY v I r I U v r cn is -- Q W W MANUFACTURED STITCHED LOOPS FOR 2'x4" POST INSTALLATION. _I I — '`I ,Y I STITCHED LOOPS SHALL DE INSTALLED ON THE UPHILL SIDE OF u D O PLASTIC 1 Q DURHAM THE SLOPED AREA. N U SHEETING 2 2 EXCAVATION & » 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY RAVE 20X4" WOOD POSTS 8 > SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE STANDARD OR BETTER - MIN opbo�°oma AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. OR EQUAL. ALTERNATE.: _ DEMOLITION - 6. FILTER FABRIC FEICES SHALL BE INSPECTED BSTEEL FENCE POSTS CONTRACTY 18" GRAVEL UNLESS APPLICANT/CONTRACTJR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED OTHERWISE SHOWN REPAIRS SHALL BE MADE IMMEDIATELY. DETAIL 1 SECTION A —NON �E DETAIL 2 DETAIL 3 GEO-ITXSEDIMENT FENCE EXCAVATION SLOPE PROTECTION INTERCEPTOR DITCH Project Manager NTS NTS NTS J. GLOVER_ SLOPE TO DRAIN BACK Designed 12" TO WASH TYP 12" REA Drown. C - - - ,, 8. 0 RLC PROVIDE REBAR Cherked TRASH RACK AHK (4" OPENINGS #5 BARS) - Bc = OUTSIDE DIA,MCTER OF PIPE Project Number +I IMPERVIOUS RUtJ �7F 00039-411-102 15" PERFORATED STONE FILTER iv OUT AREA, GRADE TO � q 6� = J Date RISER PIPE, AROUND RISER DRAIN TO WASH _ v i OPEN AT TOP 3' MIN (PRINCIPLE w Q 7/27/98 SPILLWAY) CONTAINMENT q ° °°° aBERM OR 8" ° °OVERFLOW 12 o N ° °o°PER PLAN ° 1 COMPACTED PIPEEMBANKMENT ' 9 °ENGINEERED 50MIN 16MIN 12 ° \ EMBEDMENT FILL ROCK CHECK DAM / 1/3 Bc, 6" MIN 00 0° ° -CONTRACTOR TO PROVIDE w w 0 0 0° 1 DIRECTION OF TRAVEL WATER SUPPLY TO MAINTAIN " MIN- 0 °0 3 12" OF WATER A'T ALL TIMES 24 MIN a m ° ° CONCRETE � - ° 000 0 SPILLWAY - M +- 00. f. ^ O oa o o W o° Go o _ ,Z a a 0 o O 0 0 O ° o o O O �--� / DRAWING IS Fl!<L ; F NOT "0009. . ° O • ° 0- C °0 2 1�: GRADE �'^'1^- »4 1 0°°o o ° oo a o 1 4 Bc, 4" MIN' hliS UNE 15 ONE NC✓fl MIFIEN -�--�- 12 OUTLET » MIN PIPE »: 18 - o ° ° U 0 0°o o ° o° o _ ONE INCH. SrXF AOOORDNd.Y. A 12 MIN STONE 50 MIN 1 TYP t72 " 0 ° °p ° ° ° GRANULAR PIPE FILTER BASE CONCRETE " �� /� 01 CLASS BEMBEDMENT NOTE #5 BARS ® 12 STONE FILTER B NO WOVEN GEOTEXTILE CONTRACT' TO REMOVE CRUSHED BASE COURSE O.C. BOTH WAYS 8 ACCUMULATED S DIMFILTER FABRIC AS REQUIRED DETAIL 6 DETAIL 7 FILTER FABRIC DETAIL 4 FROMWHEELWASH, MAY AROUND RISER BE PIPED TO AN GRAVEL CONE OU-9—ET APPROVED SEDIMENT TRAP, ROCK CHECK DAM PIPE EMBEDMENT DETAIL NTS SECTION A NTS NTS DETAIL 5 B FRAME & GRATE AS SPECIFIED OR DETAILED WHEEL WASH NTS z FRAME & GRATE AS 17- � � SPECIFIED OR DETAILED a a - - A �0�O OVERFLOW SPILLWAY � " I 10' MIN LENGTH CL _r J o LL I C . I • •EXTRA #3 AL ° FRAME & GRATE Z AS SPECIFIED OR , AROUND PIPE DETAILED i - �J DETAILS A i PROVIDE RIPRAP #309, EW FOR EROSION 'J N _ PROTECTION 18" DIA PIPE, MAX �/ , , 2 L J` - 10F a o 18 DIA MAX PIPE #309, EW T 6" 3'-0" - 6" PROVIDE JOINT WITHIN 2 OF FACE 85th Ave. 16580 PLAN S;T98-00034 SECTION A 6" I 2'-G" 6" DETAIL 9 5 of 13 DETAIL 8 a TYPE I CATCH BASIN EMERGE NCY SPILLWAY Sheet Number on N TS NTS E-4 I ° w NOTICE: IF THE PRINTORTYPE ONANY r-� ! 1i � I SII I � I � � � � � � I � III � � I � I I � � � � I I � I I � I r� I .r�.r -rjT r �_r. III III Ili I ! I ISI I � I I � I I � I ► I � I I � I I � I I � IIi ► 1 I � Iltjt r�.�_.� � I� I � r III ISI ISI Iitlt1I I � I -ql F� III � I1111 1pli1I f I I C I 1111 s IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 3 � J E� 7 - IT I � - lO Z Z 12 � L IS DUE TO THE ALI . _ ----- -- -- —`� — ----- -------- No. �L.�;�„oW:.. ---- J QUALITY OF THE .-... � ORIGINAL DOCUMENT —. j_--__t" , 1 � � ----.- __ _ -- -- -------. ----- — ---8Z I JZ 9Z SZ � Z EZ Z TZ UZ 6T ST LT9 [ 5T THUll, ETTT T8 �1. 9 9 i� 8 Z T3lSII ILII I II I�III�I' IIII III� �I1111�, I I''I��I�I�� << �� ll�ll�� m l�� 1��I',, ,11�1� �� I�� l��i� �� I��►t 11� �� I��li�i� ��►►II1,..��1�W.�UI� ��[ « �� 11111ill A N 0 D HDR Engineering, Inc. f f` 0 __�� ! (___ r C UNFED SEWERAGE AGENCY it..........b OF WASHINGTON COUNTY 0 0 C . 0 DURHAM Cl) a 01 EXCAVATION & 01 DEMOLITION I T I 0 CONTRACT ............ EaQP0--;FD CONTRACTOR " EXCAVAiiONI 5JA2Nfz AREA Project Manager J. GLDVER C. 0 DeWgned 0 REH Drawn a 0 RLC Chocked C 0 C 1, 1 1 I P, 0 STOCK PILE 1 AHK 0 (D(D Project Number 0,D J L_� \ -} — ! �.___,..__-__ r 00039-411-102 Date 0 jT or, 7/47/98 LL'� UL,,' (Z) -------0— -------- 0 'J y' # \(D ..................... THS UNE IS ONE INCH WHEN IN ...... DRAWING IS FILL SIZE. F NOT 0 ONE INCK SCALE " `tea �' / \� v�� i`.�, �° 0 0 B — x 0 'YA, EXCAVATION J10 or t,-a UU ED -41 0 ,� z 0 TFV-JFC A 1.01 CONTROL + -� V\J PLAN �� „ ,,,.•� ` ,.J L.. � a K � 85th Ave. 16580 7SIT98-00034 6 of is Yr N PLANsIN.R Number n vv 100, E-5 11111 Jill III JIJIJq1]1]-q-TfT I NOTICE: IF THE PRINT OR TYPE ON ANY —77 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 3 IT IS DUE TO THE QUALITY OF THE No.38 iLL it au 11 107P 6 1 9 1 1111111111 111 111111111 JIL11 ,11 1111111111 11111 11T1" -F 1111-d 11111411 ORIGINAL DOCUMENT T'"';, 119 11 Jill 11 Jill 11 M PIPE D HDR Engineering, Inc. J/ ...... ........... B A� C 1 1/4- D 1.1/2' / � t% ; C E 2 ..........F_ —ar LINM SEWERAGE AGENCY F 2.1/2 a , ..... 1AL,' 'i�.... (If WASHNGTON COUNTY 13. 3 • ;:I-- I e" , I................... ...• ....... G IWO H r V-14--1 *............. DURHAM I NIS , ""I k. r �t Lr e -Q. i EXCAVATION & --------------- 0 DEMOLITION t17- ............ A NOTES: r CONTRACT L ............. ill" %* C C r < V I. CUT AP40 CAP IRRIGATION LINES SHOWN. C 2. PROVIDE 4* PVC CLASS 200 IRRIGATION C p PIPE TIE INTO EXISTING AS SHOWN. SEE NO 2 J 71\ C� J k SEE NOTE 1 3. COORDINATE ALL WORK ON IRRIGATION \��REMOVEAND RELOCATE EXISTING 4- IRRIGATION LINE SYSTEM WITH AGENCY. C\ Project Manager S ro \.� '_twi a �� 1 \ ` ��5 ♦ {`"-�s:if-_ i 'I ' J. GLOVER Designed N AFIK L _j Drawn IN C 9. 1 F RLC k X Chocked AHK kjtr N N N. Project NcAnber A A N \ NN X\ m x N SEE NOTE 3 Date I P-CIP"n.COT!�mff.ni N :1 00039-411-102 IV N V1__ X XX (TYP ALL SPRINKLER S. N HEADS) 7/27/98 N NN ........ ...... ------11 P5 I§ SEE NOTE 1 0=11 Al A r -F A ------ d"lu mw If 0 0 THIS LINE IS ONE INCH WHEN DRAVANG IS RJLL SIM F NOT ONE INM SCALE Q xx� ---------- \N1 B N —PROTECT MANHOLE N IN N C k-; ly X 1\1 i C 3 L FROM DAMAGE IN 0 CL PROTECT LIGHT POLES 0 A A 10 N r(0779__V�l rb 12'PIOGAIUM-A&-Ky 1. 01111 ORCIM'LoKlit rL"u (;ALII:Ry z A y' \ MODIFICATIONS TO EXISTING IRRIGATION PLAN 8s 16580 _P'AN T98-00034 1" 50' 7 of 13, • Sheet Number E-6 III J1ITJ__[ 1qr1-f-1-r ITILI1111111111 -1111111 ill III III 11f I ( i III III � III III 111 :1_I�._I � I III f11 III IIII111111 ! 1111111 111jlli � lllllll ' 1111111 1111111 _..�..., r' NOTICE: IF THE PRINT OR TYPE C1'q ANY 21I I I � I � ( I j IMAGE IS NOT AS CLEAR AS THIS NOTICE, 101 1 � �� `-- C� ��C�...S IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT ig LZ C z TZ I t OZ 6 1 11 ill 11,1zli ill I Il 11 11 11 111il, 11111'Iff; till[ IdIllill lilt 111[ 1111 '1111 'Ill' 11 l'i il 11111411 h]R 1 9Z A01- NOTE. 1. ROUTE 480V, THREE-PiASE POWER FROM EXISTING 480V AMP CIRCUIT BREAKER IN 4~ r ET,ts nNG MCC. _ ___.. --• -- ---------- ...... ......... ,•T»,»r ..... wwA i.n..w..✓.n.v.w,�N- . r ` I 2 ROUTE CABLE THROUGH TUNNEL USING EXISTING CABLE TRAYS- j^» , � --- SHAFFERQ i_N 3. CABLZ TO EXIT 'FUNNEL THROUGH EXISTING SKYLIGHT OR VENT OPENING. PROTECT '.� S W .-----•� ......._,.•, ,,,"_,�.._».».....w. • ' CABLE FROM TUNNEL TO POLE BY ROUTING IN APPROPRIATELY SIZED SCHEDULE 80 �� r^-- � »»- ( ('`� �w, /^� D PVC CONDUIT. ,w_•...- `w. C,�J `�;, Com...Jl -�, -• 4. SUSPEND CABLE WITH NEW POWER POLES. POLE HEIGHT, SPACING, AND NUMBER A5 •ter �� ..� ,.•rte-�w.�-•w�•+�,. .,�,, � �•�'"'+, � �-�`"'••��n � / , on HDR Engineering, Inc. F•� i s REQUIRED TO MAINTAIN A MINIMUM OF 18 FEET CLEARANCE FROM CABLE TO �• i — `.✓ FINISHED GRADE PER NEC 230-24(6). � �` . ! {f_/.�' r ,• tl"+ +•r,n•w vr•,...•w \rti•\\\ ^ /"^1 *r- ti' 1�v t 5. INSTALL WEATHER PROOF (NEMA 3R) 480V - 240/120V TRANSFORMER. METER ~�• �.:•� +j � �''��'\ �.,►�^ "'' �� ,,.,�' `�� } E`✓J t•.� ,,�"7� �! fl �� SEWERAGE �Y BASE, PANEL BOARD, AND RECEPTACLE OUTLETS ON POWER P,')LE. DRIVE A 10 �� .,�,,.. .� r"^Z -�•�•�. ,.� �J� ,� j f r-'' ti..J FOOT X 3/4' GROUND ROD NEAR BASE OF POPE AND BOND ELECTRICAL EQUIPMENT - _-_» � '� • �^•� U � �•.} � /•-•1 OF WASHINGTON COUNTY PER NEC 250. \ + - Y t ........._...... _...._.... .,.r 6. FLEXIBLE CORD WALL BE ROUTED ON TOP OF GRADE. REMOVE SHAOP PROJECTIONS r� TO PROTECT CABLE FROM ACCIDENTAL DAMAGE t'- 1 "fI x "- X DURHAM x t t. EX(-,',,4VATI0N & Cc �; I . DEMOLITION �•� I I !., �� CONTRAI'13T Project Manog•r - • X I J. GLOVER Designed REH _R # 1 I Drown I c RLC I _ SUMP PUMP I Checked MCC-5030 — ■ AHK F I _ --NOTE 6 480s.� 3W (j-- Project Nv•nt»r '� OIDW9-411-102 125A 7/27/915 XFMR NOTE 5 �L ' _. � _ � � MINI-POWER ZONE �Y �,,� ;� I � � � II— _. ---._.---_---- _ ......_.., . s �_ r.Arlr ! NOTE 3 1 , _ l_�C) 25VKA- %-L POWER POLES / 240Y/120V I �..J�7, �� '/ /,.� _ I ❑ C -"�� NOTE 4 125A NOTE 2 I L)TANK I: "M9 /fFq 060 60 20 20 I �;�J I\I .M R u r'' <� _ THIS UNE IS d� NCH WHEN 7V \ Tis TF I I c DRAWING IS IUL SQE, P NCr y X I ..~\ \ ..I ; I C L A r\II F I E R Ow ox:K SCALE INaY - - — -- MCC ------J 1� NO. 3 rr NOTE 1 ! if' i VERIFY LOCATION OF EXISTING POWER b 1 // �`•. �cr.\�` _._......_.._......._»__ w_.n __-ww-�� ;�' SEPVICE RELOCATE AS NECESSAR'' ol lo � V r ~`ter �`�, � / �`•�• ..'-"-�• ,..''•'� l � i m mmPRI(t 4RY � D U CLARIFIERNO. k2 r z Y r�K .a _SCHEMATIC TRK • AERATION , • • • • eBASIN . • / i / � � r o o •• ••• Deco e • o z • F,A • • • ELECTRICAL • • • PLAN PLAN • • • 1' - 50'-0 e • • • o • • •• M l ,r ow • • • 85th Ave. 16580 SIT98-00034 00 Y~ • • • • • 8 of 13 P YY � • • • • • . • . • b • b s • • Shoeumb•r • • •• Fi E-7 IMAGE IF THE PRINT OR TYPE ON ANY r-r 11 I ( l i l I I l l l IIIIIII IIIIIII IIIIIII IIIIIII I I T 1.t l t .t_.1T1..�.�"` I I I III III III III I I . III 1 11 III III �-I L f � l ! I 111 1 III ill IIF III III I I � I I I ' III I � I III I ' ( I ( I I I I ' I I I i I i i ; � II � , I I I I I I S I I i i -�- ��E IS NOT AS CLEAR AS THIS NOTICE, 1 � 3 4 _ 5 6 7 12 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT T11111!111 E 16Z 8Z LZ 9i 5Z � Z EZ Z TZ OZ 6i SI GTT i 6 R L 9 9IIIIIIIIIIIIIiIilllllilllillillllllllllllllll �lllilllL1111111 (IIIIIII IIILIIII llllllllllllllllllllllllllllllll�l!IIIIII11111111111111111111II I � I �' III ILII I I s Z TdIll I14:1I111 ll1IIiIII • ----- Y t,WTttII:.. "r]R D MAP AND TAX LOT: NO. 100, T2S, R1W, SECTION 14D W.M., f �, € HDR Engineering, Inc. WASHINGTON COUNTY, OREGON •• � �soLkAttnwxnLu:u •rr�^+�Aluuu:+eu.._: SITE ADDRESS: / ' - _.:a::L::m..—+•~•-.....,...._ f v%��_.-._..._... �_...�. _ � •_...-_...�.:' ii UNIFIED SEWERAGE AGENCY - 16575 BLOCK OF SW 85th AVE. `:1•r% �.��•, �`'� ..__ .!� �`. OF WASHIN ON COUNTY TIGARD, OREGON 97224 r� • ,t. ZONING: DURHAM R 4.5 ��..� ...� ;, I EXCAVATION APPUCANTS NAME: i{;' ; l'C, ...� '� _., —,. ►...._._. _. , DEMOLITION M \ 1 III 9i CONTRACT UNIFIED SEWERAGE AGENCY --� TREATMENT PLANT SERVICES It • rl APPUC.AN.5 ADDRESS: ��' `� / •'• �` ''.::�•. .. �_ 1+,1 it I 3125 SE RIVER ROAD •\•\ ��`.`45 j � .��a �' �....• `.�'� '�, ( I J� j� \ Project Manages J J. GLOVERHILLSBONO, OREGON. 97123 \ r ��` .' r I f r Designed ij t., .rr ,� it �r�� C APPLICANTS PHONE NUMBER: ., '' r` ?+ i r:�[ �c t�� ' ym, i �! P. SUNDERLAND - CONTRACTOPS PARKING •\ '� � ��.``� �:. �� a ,� Drown 503 681--5224 AND STAGING ARFq �' S. HALE I•y(� sr �\�� ` �' N, .f ��, i/ i, _....._ /// C `_ /f:P' ! � � � y; �� \� '�.,�N / ` / , :::af... usstrri�'t�•� n •�_ .,�,�1� d �� .)', _ - / y,s -�;'�.' 77 Chocked D. LIVEN Project Number , 00t� .r 0003"111—102 sr / 51' ` Dat• 7/27/98 - ' �� .J eft i. r" -a•�. TAX LOT ri NO. 100 r X. _ ti •� N , TM UK IS ONEULL WHEN DRANIM IS FSRIF F NOT w: t ,, , f ✓/ i �r ' i� ✓ �% ONE I'Ir SCALE 111 Y. B � 'i • I� tt rrr • �. S � .....___ .• � "•,rrr I. � r I . a rrr rr • • IS � �J• rr a YN I t' • � Y Y i N N V U (L • • • W E1 tl t dl ,ty 4 • ' t l • • h ,g y eN 7 tt • 1UALATIN RIVER •; � ��'- • � • er re ,w tP r ;. � � s' i ,' • • tl tl 0 i •ti 0 • • . • • • .tl • OVERALL 1 i t • 0 SITE PLANt U ( — III I;� • • . � • �': tl 1it � +' i J1 • • • tl rd • �, 85th Ave. 16580 �< J U I ! I • ,. „ • • S1T98-00034 f ,, • • • • • �P J µ! I� • e • • •� 9 o 13 ( DEMO SI'E • •1 200' •• Y • • Shoot Number •! • A • 1 • D - 1 NOTICE: IF THE PRINT OR TYPE ON ANY � Ir il � rll � iiiil.01 I 1111 IMAGE IS NOT AS CLEAR AS THIS NOTICE II 11 IT IS DUE TO THE QUALITY OF THE _ ___ __ _ _ No.36 ORIGINAL DOCUMENT , E '6Z �8Z LZ 9Z 5Z � Z EZ Z TZ OZ �6i � gT I Ll 9T. �5T � t Ei� ZT TT T 6 8 L 9 9 E �. Z`- T t I illllllillllllllf�llllllll(iIIIIIIIIIIIIIIIIlll1-111( IIIITILLIII(. ltlllilt. IlliIIlllllilli� lllllllllllllilllllllllllllllllllllll111( 1111IIIIIIIilllllllllllll ��lll. l� llilll �al�w ll l i l l I I I I1 I i I I. l�.l� 11L1 Illi 1 ll. 111J 1l I I�f�11 di. X X x q xI X GENERAL NOTES; "� _._.` ��; . _ I ! s. / ` /' - .�_�.., D 1. DEMOLMON WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND BUNKER SILO *44 HDR Engineering, Inc. VEGETATION DEBRIS. CONFORMANCE WITH WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY 1,000 SQ FT 8" RE OF THE CONTRACTOR. PROTECT EXISTING TREES TYP .41 2. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. I CkRAGE UNFIED SEWERAGE AGENCY .41 1 OF WASHINGTON COUNTY 00 Sq Ff. POWER TRANSFORMER 9' 3. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ...... a 1�1 SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY. AND THE OREGON STATE PLUMBING SPEC(ALTY CODE. >i PROTECT EXIS164G iREES 4. REMOVAL OF DOSTING INTERIOR FENCES, SERVICE LINE ryp DURHAM AERIAL AND SATING UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AND THE GASOLINE LIST OIL 'IST EXCAVATION & CLEANUP DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED X REMOVE EXISTING TREES IN THE REMOVAL BID ITEM. ,� Ie /--/- / A/ / /:'/ • AND SHRUBS DEMOLITION '-DIESEL AST 5. IT SHALL 13E THE RESPONSIBIL!TY OF THE CONTRACTOR TO LOCATE AND X CONTRACT (SEPTIC TANKS. LINE, ETC.) IT SHALL ALSO BE THE RESPONSIBILITY OF THE COORDINATE THE REMOVAL OR EXISTING LITILITIES AND BACK FILLING RESIDENCE REMOVE EXISTING TREE REMOVE 1332/672 BSM. -A AND SAVE LARGE WOODY DEBRIS CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER (503) 681-7018 TO APPROVE THE REMOVAL OF ANY SEPTIC TANKS AND REMOVAL 7 GREATER THAN 6- DIA_ ON S OF ANY EXISTING WATER WELL. 6' SAN 6. PROTECT ALL TREES NOT S:TOWN FOR I)EIA-UlION. Project Manoger 7. MAJNT.4JNI'14G ALL UTILITY SERVICE TO MSTING RESIDENCE NOT SHOWN J. GLOVER FOR DEMOLITION. Designed 8. RESIDINTIAL HOUSE WILL BE BURNED BY TUALATIN VALLEY FIRE P. SUNDERLAND DEPARW - ENT ON SEPTEMBER 13th OR 19th. STRUCTURE WILL BE AVAILABI A Drawn C FOR DEMOLITION SEPTEMBER 20th. REMOVE EXIT 71ING T<tEES AND SHRUBS S. HALE Chocked D. LIVELY DEMO CONCRETE SLAB Project Number AND PAVEMENT AROUND BARN TYP 00039-411-102 Date BARN 7/27/98< X 10.200 Sq FT., lei ;0q x oe X THIIS LINE IS ONE Mf WHEN DRAWING IS FULL SEM F NOT ONE WUi. SCALE X x x If ACOOK44GILV B 004, PROTECT EXISTING TREES TYP 0 ,.? 'w c 0 MM Iy06 TAX LOT N0. 100 0 t SITE PLAN A I �. \r +�,I IDEMOLITION 85th Ave. 16580 SIT93-00034 10 of 13 D, MOLITION SHLLEShoot Number lava' D - 2 ! I I T � IJill 11will : 111 Jill 111111 ! 11111il 1111111 ' ill 11 NOTICE: IF THE PRINT OF, TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 10 1 1/yk �X0.5 ITIS DUE TO THE QUALITY OF THE No.36 &C 1 16 ` G�T SIS � -� T � T E T � Z T --- i T i 6 8 ~ 1. 9--- � Ill E Jill I Iii 11-1- L"'IL ORIGINAL DOCUMENT L Z 11,11, Hli 1111ill Hli 11,1111 Il'i1111,11, I TIE INTO S 88' 35' 5 EXISTING FENCE GENERAL NOTES: s 4---- D 1. ALL DIMENSIONS AND LOCATIONS NEED TO BE VERIFIED BY CONTRACTOR ON SITE. GATE 24' HDR Engineering, Inc. �j LLI / `�I .; LINFIED SEWERAGE AGENCY OF WASHNGTOI4 COUNTY DUPHAM 00: 1 EXCAVATION & DEMOLITION CONTRACT 44 in x SA N . . 14-1 Pr ija& Manager ...... J. GLOVER C saignod P. SUNDERLAND CDeown x S. HALE Chocked D. LIVELY AWUST FENCE AS REQUIRED TO CATS Pro*!* Numbow I t 00039-411-102 HOUSE. J!1 TIE INTO EXISTING WOOD ROAD TO RESIDENTIAL FENCE-- I X Date </ n14` a ;' _ (4s j , I 1` jl I GATE 15* r X THIS LINE 5ONE POOH V*IIEN 0 DRAVANG tS FULL S1ZL F NOT 11 % ONE *fCK SCALE L CMN LINK FENCE SEE SHEET 0-5 j . L9 0) C 0 CL Ic jo U u Ox I .35- 00 0100 0 0 hr FENCING C\ • PLAN 1 N. 639439.6947 � I I - 7619826.8314 I 1 Z" u N. 639426.8697 39 E 7620459.59311 00". 85th Ave. 16580 SIT98-00034 11 of 1 ti FEN C i N',Q P-11 Sh6ct Number -Cb D - 3 NOTICE: IF THE PRINT OR TYPE ON ANY I Jill ct/yj IMAGE IS NOT AS CLEAR AS. THIS NOTICE, 41I I I I I f 12 I f � I I I I - 1 -5, I QL IT IS DUE TO THE QUALITY OF THE No.36 T- 11 JJ6 ill 8 311113" 11 hT � HIM [LI I I � ! I � ORIGINAL DOCUMENT 1111111,11111119,11 11"ll 11"'Il Jill 11 1111111 ll 111 E Z Z T Z .��-0 Z --6 T r--moi -_I ,11 '111 Ili 19!11,11 11111�,Tlrl I low • STABAILIZED CONSTRUCTION 9NTRANCE SEE ----—----- xri 0 V 88* 30' 21 JG�E X GENERAL NOTES: ............ IK- 1. APPROVED EIROSION CONTROL MEASURES SHALL BE TAKEN. THE loe D CONTR/.CTOR SHALL PROVIDE AJ L MATERIAL, EQUIPMENT, AND HDR Engineering. Inc. 'ERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION PROVIDE SLOPE MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED r PROTECTION SE BY THE CONTRACTOR. GRAVEL R05D. I +C7 MAINTAIN GRAVEL ROAD 2. ALL EROSION CONTROL MEASURES SHALL BE PER THE "EROSION REESTABLISH ROADWAY AFTER GRADING PR&'ENTION AND SEDIMENT C014TROL PLANS TECHNICAL GUIDANCE & DEMOLITION ACTIVITIES UNFED SEWERAGE AGENCYLA.I OF WASHNGTON COUNTY HANDBOOK". UNIFIED SEWER AGENCY. I PROVIDE INLET LJ > 3. PROTECT ALL ADJACENT CATCH BASINS LOCATED ON SW 85TH PROTECTION SEE ! I AVE. PROVIDE PROTECTION PER SPECIFICATION 02270. < DURHAM 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE X D-5 if) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING 00 EXCAVATION & ACTIVITIES, ANS A SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT .kDEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, >< • X/ LA. DEMOLITION ROADWAYS, OR VIOLATE APPUCAFLE WATER STANDARDS. 3: i V) 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM CONTRACT EXCAVATION REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURUNG THE AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED f STOCKPILE SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 1-171 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THEProject Manager APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE % J. GLOVER THEIR CONTINUED FUNCTIONING. Designed X 7. STABILIZED CONSTRUCTION ENTRANCES JHALL BE INSTALLED AS 7 / /: �' r x �" '`'~ r r--�-._,C �`1 ' SHOWN ON THIS PLAN AT THE BEGINNING OF CONSTRUCTION AND IF P. SUNDERLMD MAINFAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL '01 Drawn C MEASURES MAY BE REQUIRED TO INSURE THAT PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 4. S. HALE / l� Chocked IF D. LIVELY Project Number 00039-411-102 8 Date J/ f �;/ A-A- . I i 7/27/98 IN r < Lj N ell f 4: INSTALL SEDIMENT FENCE AT TOE OF STOCKPILE f I 'Do UK is Ow NW WHEN DR4WM IS FULL S1ZL F Wr ONE INCH. SCALE AL�CORDfiOI.Y. "j % To 0 LAJ CL 0 in o z z AN F F 4 1 SILT FENCE, INSTALL F X IF ON CONTOUR TYP ;� i 1 r r r AI A EROSION CONTROL 85th Ave. 16580 SIT98-00034 a d+ 71 1,1 Of EROSiON CONTROL PLAN MEET Shoot Num00 ber 1 40' D - 4 I-TI] I i I I I 1 1 1 1 i I I I 1 11 NOTICE. IF THE PRINT OR TYPE ON ANY I I ' l I 1 11 1 s o IMAGE IS NOT AS CLEAR AS THIS' NOTICE, 10 IT IS DUE TO THE QUALITY OF THE No.36 "7111114��l r ORIGINAL DOCUMENT � E � 6Z 8Z LZiBZ '-5Z � Z EZ Z TZ—I nZ 6t - 8t L1 -- 9T� 5t �� t ETV- ZT tT' - T 6 �8 0 L 9 FILTER FABRIC -1 NOTES FOR SEDIMENT FENCES: D 77 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS Ioo ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY A7 A HDR Engin-sering, Irlc.I � ,� SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS N SECURELY FASTENED TO THE POST, OR OVERLAP 2'x4" POSTS AND ATTACHAS SHOWN ON DETAIL. y 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE in �,,,,�'"' UMFIED SEWERAGE ABY CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A —I t' — — -- — -- — -}} --- �� ,� U FIED S WER CV AGE 1 ' 1 MAXIMUM OF 6 FEEL APART AND DRIVEN SECURELY INTO THE GROUND A J,,%' \0`•2•� MINIMUM OF 24 INCHES. iN I 6 MAX .� I �'�''" 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL 05 OF 6 I J s �Epp INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, �J SIN• ISI R 5�8 � SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURD�"7 DURHAM it � 'c,g� EXCAVATION & AREA. 2'X4' VOOD POSTS �S��,�1�E, DEP 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE STANDARD OR BETTER ( SED1T/'' L OR EQUAL. ALTERNATEi A DEMOLITION gy MANUFACTURED STITCHED LOOPS FOR 2'x4' POST INSTALLATION. STITCHED STEEL FENCE POSTS � - �.,8. p CONTRACT LOOPS SHALL BE INSTALLED ON THE UPHLL SIDE OF THE SLOPED AREA. f 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PLAN STA A I C O N ST U T �" NQ 10 PERMANENTLY PROTECTETJ AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR NTS D-4 IMMEDIATELYProject Manager AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED J. GLOVER RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. Designed P. SUNDERLAND CD--- rown S. HALE FILTER FABRIC Checked to '- A LIVELY I Project Number N - 00039-411-102 FABRIC I �I Late 4' BELOV � iv 'n ' 7 27 98 GRADE CATCH BASIN GATE POST SCHEDULE $' LEAF SPAN NOMINAL DIAMETER MIN : 6' 3" 6'--12' S' SECTION A — 12'-1 e' s" N INLETPROTECTION 11 AREA BASIN 18'-24' $" i ---I -SEDIMENT FENCE DETAIL NTS IM u� IS ONE HCH oRawM PS FULL SIM F NO? x NTS 1. SINGLE LEAF GATES TO BE REINFORCED ONE *4K SCALE ACCORCIM LY. SIMILAR TO DOUBLE SWING GATE DETAIL B 2. USE 4'-0" HOLE FOR POST DIAMETERS GREATER THAN 6". CAP • CAP WELD ALL JOINTS, TYP FABRIC TO MATCH _ CAP x THAT USED IN FENCE --� OFFSET HINGES, TYP CAP TERMINAL POST TOP RAIL GATE POST c (O CORNER LINE POST (SEE SCHEDULE) do ENDS) — CHAIN LINK FABRIC < TERIOR BRACE FOR x I I I STRETCHER (SEE SPECS FOR GATES WADER THAN 8' LOCKABLE WALK-IN a I BAR— MESH AND SELVAGE) - o LOCKING DEVICE PEDESTRIAN GATE. I as o TRUSS ROD • JN POST co BRACING <o —PADLOCK HOLE 4 TRUSS ROD / 3'-0" WIDE . TURNBUCKLE / 1 1 I2: TYP STRE,rCHER BAR BANDS -TENSION WIRE C STRETCHER CENTER STOP RAP fITYP) - / o z A TURNBUCKLE o of N 2' MIN c DETAILS ___ - CONC FOOTING OR � I CLR FINISHED GRADE N CONIC FOOTING Y PER SITE GRADING V 24"0 12"0 F`-, 12"0 LEAF WIDTH VARIES ,24"0 o ?TfAAVe_ IG59-0 �n 198- coo ,+ 13 0 /3 v CHAIN AJNK GATE AND FENCE DETAIL : Mt Number y / n o 0 NTS D - 5 NOTICE: IF THE PRINT OR TYPE ON ANY TI-I-1111 � Illill Ili � � ll ililll � � Ill ! Ilil ! �-r -II ! I ! II IIII�'TT-r� i-I�r-j11 � III ! li III ! II III ! II ! � ! III III ! I ! III ! ! ! ! I ! ire Jill-11l � il !. IMAGE IS NCT AS CLEAR AS THIS NOTICE, 2 3 !� I IT IS D U E TO THE QUALITY OF THE - - - -- -_ _ _ _ ----- _ _ -- --_ -__ _-----� -- ----- ----- g 9 -= -- 1 a 11 12 -- OZ-00-5 -- -- J No.38 (� .. • ORIGINAL DOCUMENT ---- �� . omw;, � fiZ I 'dZ LZ 9Z � Z i� Z E�7 i Z TZ OZ � FIT 8T LT 9I 5T � T EI ZT I LT i 6 S L 9 Z T �� " _. lili IIIA III! liiilllil Illi liil IIIA IIIA IIIA IIIA LII111I! IJII Illl►IIII lllllllll. 1111111� LIII IIIA IIIA ILII IIIA IIIA IIIA IIIA IIIA IIIA !III IIIA Illi illi IIIA IIIA IIIA IIII'llll!ll llLi 1►.t Illi 111 IIIA 111 X111 dH 3w! ►� lu �Illff��,