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UNIFIED SEWERAGE AGENCY
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OF WASHINGToN COUNTy HDR Engineering, Inc.
Vicinity Map
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WASHINGTON COUNT1f, SECTION
OREGON 1 W M /.\k" Wi n, TUALATIN /� _�
SITE ADDRESS: 007/ J :
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TIGARD, OREGON 97224
I 16575 SW 85th AVE. ( �� Q SHE -
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APPUCANTS NAME: Le
UNIFIED SEWERAGE AGENCY 1
TREATMENT PLANT SERVICES
• APPLICANTS ADDRESS: SHEET NO, DESCRIPTION �'� UNIFIED SEWERAGE AGENCY
DURHAM FACIUTY
3125 SE RIVER ROAD c ,
HILLSBORO, OREGON. 97123 MEE& v, C
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APPLICANTS PHONE NUMBER: O
G-1 CO COVER. VICINITY MAP. LOCATION MAP, & DRAWING INDEX 1° ' PORTLAND vanoce
woo
(503) 681 - 5224 G-2 ABBREVIATIONS °f El
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RAKER
DFMOIJTION cam&
D-1 DEMOLITION SEE PLAN
D-2 DEMOLITION SHEET MB € - °BBD PRAM D-3 FENCING AND FENCING DETAILS
1' O R E G O N
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D-4 EROSION CONTROL PLAN A......
ATOEILEBURO
D-5 DUALS
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JUNE 1998 .f-
I GENERAL ABBR. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT.
• AB ANCHOR BOLT DBL DOUBLE GN GENERAL MLDG MOWING RVT RESIUENT VINYL TILE
ABND ABANDON DEC DEGREE CL GLASS MMB MEMBRANE FER
ACC ASPHALTIC CEMENT CONCRETE DEP DEPRESSED GLB GLASS BLOCK MO MASONRY OPENING S SOUTH
AC AIR CONDITIONING DF DOUGLAS FIR GND GROUND MOD MODIFIED, MODIFICATION S Sc P SHELF AND POLE
ACP ACOUSTIC CEILING PANELS DIAG DIAGONAL GO GRATING OPENING MPT MALE PIPE THREAD SAN SANITARY HDR En
D ACT ACOUSTIC CEIUNG TILE DTI. DETAIL GPD GALLONS PER DAY A170 MOUNTED SB SPLASH BLOCK gineering, Inc.
ACST ACOUSTIC DEMO DOMOUTION GPH GALLONS PER HOUR MTG MOUNTING SC SOUD 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 DIAPH DIAPHRAGM GR GRADE
UNIFIED SEWERAGE
ADWF AVERAGE DRY WEATHER FLOW DIFF DIFFERENTIAL GRT GROUT N NORTH SECT SECTION A Y
OF WASHINGTON COUNTY
AFF ABOVE FINISH FLOOR DIM DIMENSION GRTG GRATING NAT NATURAL SG SHEET GLASS, SEALANT GROOVE
AFG ABOVE FINISH GRADE DIST DISTANCE, DISTRUBUTION GSB GYPSUM SHEATHING BOARD NEG NEGATIVE SHT SHEET
AGGR AGGREGATE DN DIVISION GSKT GASKET NF NEAR FACE SHTG SHEATHING
AI AREA INLET DL DEAD LOAD GWB GYPSUM WALL BOARD NOC NOT IN CONTRACT SIM SIMILAR DURHAM
AL ALUMINUM DMJ DOUBLE MECHANICAL JOINT NO NUMBER SL SLOPE
ALT ALTERNATE ON DOWN HBD HARDBOARD NPT NATIONAL PIPE THREADS SMLS SEAMLESS THOMAS -
ANC ANCHOR DO DISSOLVED OXYGEN NC HANDICAPPED NRC NOISE REDUCTION COEFFICIENT SP SOUNDPROOF
AR AIR RELEASE DP DEPTH HDR HEADER - NS NEAR SIDE SPEC SPECIFICATION PROPERTY
AS AIR SUPPLY, ACTIVATED SLUDGE DR DRAIN ROCK HOW HARDWARE NTS NOT TO SCALE SO SQUARE DEMOLITION
ASC ACCOUS1ICAL SUSPENDED CEIUNG DT DOUBLE TEE HGR HANGER NWL NORMAL WATER LEVEL SR SHORT RADIUS
ASSY ASSEMBLY DWG DRAWING HM HOLLOW METAL SST STAINLESS STEEL PROJECT
ATM ATMOSPHERE DWLS DOWELS HORIZ HORIZONTAL OA OUTSIDE AIR STA STATION
AVG AVERAGE DWR DRAWER HP HIGH POINT, HORSEPOWER, HIGH OC ON CENTER(S) STD STANDARD
AWG AMERICAN WIRE GAGE PRESSURE OD OUTSIDE DIAMETER SITE STIFFENER
E EAST R HANDRAIL, HOUR OED OPEN END DUCT STIR STIRRUP
EA EACH, EXHAUST AIR HS HEADED STUD OF OUTSIDE FACE STL SIELL Proj Manager
8 —B BACK TO BACK
BC BOLT CENTER ECC ECCENTRIC HT HEIGHT OH OVERHEAD STRUCT STRUCTURE B. VALLEY
BD BOARD EDB ELECTRICAL DUCT BANK HVAC HEATING, VENTILATION & AIR OPG OPENING SUB SUBSTITUTE Designed
BE BELL END EE EACH END CONDITIONING OPP OPPOSITE SYM SYMBOL P. SUNDERLAND
BE BUND FLANGE EF EACH FACE
BASELINE HW HARDWARE ORIG ORIGINAL VAIN SYMMETRICAL
C BLDG BUILDING EFF EFFLUENT, EFFICIENCY HWD HARDWOOD
OX OXIDATION SYN SYNTHETIC
Drawn
EHH ELECTRICAL HANDHOLD HWL HIGH WATER LEVEL S. KUHNS
BLKG BLOCKING ETES EXTERIOR INSLULATION & FINISH SYSTEM DYD HYDRAUUC PAR PARALLEL T THREADS Checked
BM BENCHMARK, BEAM EJ EXPANSION JOINT PB PULL BOX, PANIC BAR T/B TOP OF BANK J. GLOVE}
BOC BACK OF CURB EL ELBOW ID INSIDE DIAMETER POD PARTICLE BOARD T & B TOP AND BOTTOM
Project Number
BOD BOTTOM OF DUCT, BIOCHEMICAL ELEC ELECTRICAL IE INVERT ELEVATION PC POINT OF CURVE T & G TONGUE AND GROOVE
OXYGEN DEMAND ELEV ELEVATION IF INSIDE FACE PCC PORTLAND CEMENT CONCRETE TBM TEMPORARY BENCHMARK 00039- 411 -102
BOG BOTTOM OF GRILL EMBD EMBEDDED IN INCH, INCHES PCF POUNDS PER CUBIC FOOT TC TOP OF CONCRETE p
BOP BOTTOM OF PIPE EMH ELECTRICAL MANHOLE INF INFLUENT PE PLAIN END TEL TELEPHONE 06/01/98
BOR BOTTOM OF REGISTER ENCL ENCLOSURE INSTR INSTRUMENT, INSTRUMENTATION PED PEDESTAL TEMP TEMPORARY, TEMPERATURE
BP BASE PLATE ENGR ENGINEER INSUL INSULATION PEN PENETRATION THD THREADED
BRG BEARING ENTR ENTRANCE SINT INTERIOR PERF PERFORATED THK TBICIOF CURB, TOP OF CONCRETE
BRKT BRACKET EQ EQUAL INTR INTERMEDIATE PERM PERMANENT TOC
BS BOTH SIDES EQUIP EQUIPMENT PERP PERPENDICULAR TOG TOP OF GRATING
BTU BRITISH THERMAL UNIT EW EACH WAY JB JUNCTION BOX PI POINT OF INTERSECTION TOL TOLERANCE, TOP OF LEDGER
B11V BETWEEN EWEF EACH WAY, EACH FACE JC JANITOR'S CLOSET PL PLATE TOM TOP OF MASONRY
— BU BELL UP EWTB EACH WAY, TOP AND BOTTOM JST JOIST PROPERTY UNE TOP TOP OF PLATE
BUR BUILT —UP ROOF IX EXTRA JT JOINT POC POINT OF CURVE TOPO TOPOGRAPHY
BW BOTH WAYS DM EXCAVATION PP POWER POLE TOS TOP OF SLAB, TOP OF STEEL
EXIST EXISTING KB KNEE BRACE PREF PREFINISHED TOW TOP OF WALL
C STEEL CHANNEL SHAPE, CENTIGRADE EXP EXPANSION KD KNOCK DOWN PREFAB PREFABRICATED TOG TOPPING
C &G CURB & GUTTER EXT EXTERIOR, EXTERNAL
5 CAB CABINET KO KNOCK OUT PRES PRESSURE TR STAIR TREAD
PRI PRIMARY TS TUBULAR STEEL I
CAP CAPACITY F FARENHEIT, FACE L LEFT, LENGTH PRL PARALLEL TOW TOP OF WALL THIS UNE LS ONE NCH WHEN
M CAV CAVITY FT /FT FOOT PER FOOT LAB LABORATORY PS PIPE SUPPORT TYP TYPICAL DRAWING IS FT1L SIZE F NOT
CB CATCH BASIN FAB FABRICATE (CO. (T10N) LAM LAMINATED PSF POUNDS PER SQUARE FOOT ONE INCH, SCALE ACCORDINGLY.
x CCW COUNTER CLOCKWISE FB FLOOR BEAM LAT LATERAL, LAMINATE PSI POUNDS PER SQUARE INCH UG UNDERGROUND
C — CENTER TO CENTER FBD FIREBOARD LAU LAUNDRY pSIA POUNDS PER SQUARE INCH ABSOLUTE UNO UNLESS NOTED OTHERWISE
CCF CONCRETE FLOOR FBG FIBERGLASS
B CD CONDENSATE DRAIN. CEIUNG DIFFUSER FC FLUSHING CONNECTION LB V POUND PS POUNDS PER SQUARE INCH GAGE UTIL UTILITY c
/FT POUND(S) PER FOOT PRESTRESSED 8
LB
CER CERAMIC _ FCA FLANGED COUPUNG ADAPTOR (Fr) POINT OF TANGENCY V VENT, VELOCITY
CF CUBIC FEET FDC FLDOBLE DUCT CONNECTION LB /IN POUND(S) PER INCH PTN PARTITION VAC VACUUM
CFH CUBIC FEET PER HOUR FDN FOUNDATION
WC LANDING pVMT PAVEMENT VAR VARIABLE, VARNISH
CFM CUBIC FEET PER MINUTE FE FLANGED END. FLOW ELEMENT LF UNEAR FOOT (FEET) PWJ PLYWOOD WEB JOIST VB VAPOR BARRIER, VINYL BASE
CFS CUBIC FEET PER SECOND FF FAR FACE LG LONG VC VERTICAL CURVE
CI CURB INLET F —F FACE TO FACE LL LIVE LOAD 0 RATE OF FLOW VC VINYL COMPOSITION TILE
CIMJ CAST IRON MECHANICAL JOINT FFE FINISHED FLOOR ELEVATION LLH LONG LEG HORIZONTAL OT QUARRY TILE VERT VERTICAL
CJ CONSTRUCTION JOINT FIG FIGURE LLV LONG LEG VERTICAL QTR QUARTER VEST VESTIBULE
CP CHECKER PLATE FIN FINISHED
C
Q LOCATION CENTERUNE FJT FLUSH JOINT LP VIF PRESSURE QTY QUANTITY VG VERTICAL GREW `o
IF VERIFY IN FIELD
CU CONTROL JOINT FL FLOW, FLOW UNE LR LONG RADIUS R RIGHT, RADIUS. RISERS VTR VENT THRU ROOF ' �
CLKG CAULKING FLEX FLEXIBLE R/W RIGHT OF WAY $
CLO CLOSET FLG FLANGE LW GHTWEIGHT RB RESILIENT BASE VWC VINYL WALL COVERING 8
_ CLR CLEAR FLR FLOOR LWC UGHTWEIGHT CONCRETE RECD RECEIVED
CMH COMMUNICATION MANHOLE F1S FLASHING or FLUSH LWL LOW WATER LEVEL RECIRC RECIRCULATION W WEST
AS
-- CMU CONCRETE MASONRY UNIT FOB FLAT ON BOTTOM MAINT MAINTENANCE RECT RECTANGULAR WD WOOD BASE
WD WOOD, E
CO CLEAN OPUT FOC FACE OF CONCRETE MAN MANUAL(Ly) RED REDUCER WF WIDE FLANGE
COL COLUMN FOM FACE OF MASONRY MATT, MATERIAL REF REFERENCE WG WIRE GLASS
a COMM COMMUNICATION FOS FACE OF STUDS MAX MAXIMUM REINF REINFORCE. REINFORCING WI WROUGHT IRON
COMP COMPRESSIBLE FOT FLAT ON TOP MB MACHINE BOLT REM REMOVE, REMOVABLE WL WATER LEVEL WIND LOAD
CON CONCENTRIC FPM FEET PER MINUTE MBH THOUSAND BTUs PER HOUR REQD REQUIRED WP WATERPROOF
(ED) CONCRETE FPS FEET PER SECOND MBR MEMBER RFC ROOFING POINT (ED) (LNG), WORKING it
CONN CONNECTION FPT FEMALE PIPE THREAD MC MECHANICAL COUPUNG RFL REFLECTED or REFLECTIVE or WS WATERSTOP, WATER SURFACE
CONST CONSTRUCTION FR FRAME MCB METAL CORNER BEAD REFLECTOR WSCT WAINSCOT Z
CONT CONTINUOUS FRP FIBERGLASS REINFORCED PLASTIC MCJ MASONRY CONTROL JOINT RH RIGHT HAND WT WEIGHT, WATER TIGHT
CORR CORRIDOR FT FEET, FOOT MDMJ MODIFIED DOUBLE MECHANICAL JOINT RL REQUIRED LAP WWF WELDED WIRE FABRIC ABBREVIATIONS
CP CONTROL POINT FIG FOOTING
A MECH MECHANICAL RM ROOM(S) W/ yy17}{
CPLG COUPUNG FIGS FITTINGS
MED MEDIUM RPM REVOLUTIONS PER MINUTE W/0 WITHOUT
CSC COMPRESSION SLEEVE COUPUNG FUR FURRED or FURRING MEE MISCELLANEOUS ELECTRICAL RR RAILROAD
CSD CEIUNG SUPPLY DIFFUSER FURN FURNITURE EQUIPMENT RT CSK COUNTERSINK FUT FUTURE NM MEZZANINE RTN RIETURN XSECT CROSS SECTION
CT CERAMIC TILE FWD FORWARD MFR MANUFACTURER
CTR CENTER. CONTRACTOR FXC FLEXIBLE MGD MILLION GALLONS PER DAY '
� gg CF CUBIC FOOT (FEET) G GRILLE MG /L MILLIGRAMS PER LITER GENERAL NOTES
as CVT CULVERT GA GAGE, METAL THICKNESS NH MANHOLE
CU COPPER, CUBIC GAL GALLON MIN MINIMUM
GALV GALVANIZED MISC MISCELLANEOUS
° 8 D DIFFUSER MECHANICAL JOINT
CLOCKWISE MJ 1. THIS SHEET APPLIES TO THE ENTIRE SET OF DRAWINGS. USING OF ABBREVIATIONS DOES NOT Sheet Number
3 GB GRADE BREAK, GRAB BAR G - 2
0 o DB DUCT BANK GD GUARD
ML MILKER IMPLY ALL ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT.
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N0. 100, T2S, R1W, SECTION 14D W.M., i ` ; I ' __ WASHINGTON COUNTY, OREGON ? `
SfiE ADDRESS: �t '' _ ,,.- =-= - -_ _- � .,___- - _ .._ -...
s ' ; , ~ ., ' . `'� , ✓; � — _.. _ �:. uNFtED SEWERAGE AGENCY
16575 BLOCK OF SW 85th AVE 1 li v r ,-. V:
of WASHINGTON COUNTY
TIGARD, OREGON 972241_,, , >> ` —
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CANTS NAME • APPU a l \ :_ e T T ter-- a ' -? — — • • � • Y,
UNIFIED SEWERAGE AGENCY , J 1 �`
;� ��'' � � • °: �^ DESIGN
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APPLICANTS ADDRESS: � ;h --•�` !:_.. ,, � � • � - % •
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• \ > ,,F , t .. - - --- ` + Project Manager
3125 SE RIVER ';7 , r„ `, 1
HILLSBORO, OREGON 97123 N t ij ; { „ = ^' ' : ''' , ' ,` ; 11 '''
A PPLIC ANTS PHONE NUMBER PARKING ''- >` �` !� ?' J. I ;,` SUNDERLAND
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GENERAL NOTES:
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D 1. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND ' -'--- ' BUNKER SILs
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PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY
VEGETATION DEBRIS. CONFORMANCE WITH WM1 ALL REGULATIONS AND
.i / TREES TYP 1.000 SQ PROTECT FT .,
EXISTING „ „
OF THE CONTRACTOR. ,
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Z THE CONTRACTOR SHALL HAVE EXISTING UTILMES LOCATED PRIOR TO :',./-- ; • r 1 1 _,_•., -);:. 1 _ OF WASHINGTC44 COUNlY
TING ANY WORK.
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900 Sq FT. ../ i ! ,L6
POWER .
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3. ALL WORK SHALL BE IN ACCORDANCE WITH APPUCABLE REGULATIONS, •' : *
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SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, AND I
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THE OREGON STATE PLUMBING SPECIALTY CODE. '
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4. REMOVAL OF COSTING INTERIOR FENCES, SERVICE UNE (AERIAl_ AND ,, , 70:, - )k • ,
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UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AND THE .----/ " "-‘-' I GASOUNE UST
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CLEANUP DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED •: /
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IN THE REMOVAL BID ITEM.
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SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE AND
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COORDINATE THE REMOVAL OR EXISTING UTIUTIES Ah10 BACK FILLING ,-g)
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(SEPTIC TANKS, UNE, ETC.) IT SHALL ALSO BE TFIE RESPONSIBILITY OF THE _....
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7 1332/672 BSM '
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CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER (503) . .._9
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681-7018 TO APPROVE THE REMOVAL OF ANY SEPTIC TANKS AND REMOVAL i !... / ..;,
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6. PROTECT ALL TREES NOT SHOWN FOR DEMOIJTION. NOT SHOWN
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Kt i \ Id I \ i I Designed
7. MAINTAINING ALL UTIUTY SERVICE TO BUSTING RESIDENCE
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0 1. ALL DIMENSIONS AND LOCATIONS NEED TO BE BUNKER SILO C
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VERIFIED BY CONTRACTOR ON SITE.
1 ,000 s0 FT
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Date
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In UNIFIED SEWERAGE AOFNCY
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DURHAM
2'X4' WOOD POSTS
THOMAS
STANDARD OR BETTER PROPERTY
_ OR EQUAL. ALTERNATE,
STEEL FENCE POSTS 0
DEMOLITION
PLAN PROJECT
Project Manager
B. WILLEY
Designed
P. SUNDERLAND
WIRE FABRIC OR EQUIVALENT
C Drawn
S. HALE
I Checked
FILTER FABRIC D. LIVELY
lo Project Number
I - ., N 00039 411 - 102
Date
VIRE FABRIC -I nr-`� - b 08/01/98
4' BELOW i -, I _ , In
GRADE
GATE POST SCHEDULE
8'1 LEAF SPAN NOMINAL DIAMETER
MIN < 6' 3"
6' -12' 5"
SECTION A 12 -16 6
18' - 24' 8" i_i
THIS UNE Is ONE INCH WHEN
s SEDIMENT FENCE DETAIL NOTFS: DRAWING TS FUU. SITE. IF NOT
M NOT TO SCALE 1. SINGLE LEAF GATES TO BE REINFORCED ONE ! SCALE ACCORDINGLY.
SIMILAR TO DOUBLE SWING GATE DETAIL
B 2. USE 4' -O" HOLE FOR POST DIAMETERS Si
GREATER THAN 6 ". 8
CAP ., _ CAP
WELD ALL JOINTS, TYP FABRIC TO MATCH �� •FFSET HINGES, TYP
CAP - = 1 , _ -_ _ THAT USED IN FENCE P' - c'
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STRETCHER I ► ♦ ♦ (SEE SPECS FOR • ♦ ♦♦ 4 ♦ ♦� 4 ,.. ♦ ♦ II ♦ ♦ ♦ ♦ ♦ ♦ ♦♦
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-- BAR �� ) ��, ∎ o LOCKING DEVICE TRUSS ROD �
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POST IP ♦ ♦ m PADLOCK HOLE
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♦� ► RNBUCKLE ♦ ♦ ♦ � ♦ ♦ ♦� 1 1 2" TYP
STRETCHER BAR ► ♦ ♦♦ ♦ x , ' I , ♦♦ ♦ ♦� ♦♦
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WI ♦ ♦ ♦ ♦
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CONC FOOTING OR '� CLR _LI
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KEY PLAN
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D ztel HDR Engineering, Inc.
%NEED SEWERAGE AGENCY
GRADING AREA OF WASHINGTON COONIY
DURHAM
_ THOMAS
Ip° PROPERTY
iEESSikrezgi DEMOLITION
PROJECT
\, \ \ } \ / 1 Q• \ �`` \ ' ! l HI r I I I N I \ . \� \ 1. . ,-- % /' J } \ \'� �•.\\ ` \ •,,,\ \ `\ , t \ r ; r Project Manager
? \ j ` Cr- \ \: +. I 1 1 i I I i \\ \� // i \ \ \ \\\\\ :\ 1 s ` ; i I B. VYILI EY
' 1 i i � — /// \`., \ , i i i Designed
I i ` . 1 }+ i 1 I j 1 S. HALE • •+ f ! J � ti1 � + 1 \ \ 1 i t i ■j \ I ' ' lI ' 1I ' + ' t ` 'I ' ! . 1 i C t \ r\ f 1 'I / \ 1 i' I i \ \ 1 k, \� \ ` 1 NX \,, \ 1 r\ � ' �` - -_,__ i ;' i i i j / / I i I P. SUNDERLAND \ Checked
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�' \ 1 ' .n \ ,- J ' ' i i {1 ' Date
I \ j S ; i t . ! 1 i ' t \ i i �` _ —. __ i i I • ' t J j I 1 06/01/98
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