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HDR Engineering, Inc.
Vicinity Map
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DEMOLITION
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S.W. DURHAM 85th AV 4i) � - -
MAP AND TAX LOT: ( -h gi V . , •
NO. 100, T2S, R1W, SECTION 14D W.M., am TUALATIN ; \ \ rN
WASHINGTON COUNTY, OREGON 4 d , \ 9,- fi t ;
SITE ADDRESS: ' et
16575 . SW 85th AVE a SHERWOOD • ,
TIGARD, OREGON 97224 �t
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R 4.5 Drawing Index Location Map
APPUCANTS NAME:
UNIFIED SEWERAGE AGENCY
TREATMENT PLANT SERVICES
APPUCANTS ADDRESS: SHEET NO, DESCRIPTION UNIFIED SEWERAGE AGENCY
DURHAM FACILITY
3125 SE RIVER ROAD c
HILLSBORO, OREGON. 97123 M EM ,,,� , a •
.emu. . ' 9 •1.w..
APPUCANTS PHONE NUMBER: G-1 COVER, VICINITY MAP. LOCATION MAP, & DRAWING INDEX , • ' PORTLAND La MAPCO
(503) 681 -5224 G-2 ABBREVIATIONS =an on ig
-- sa.eds fii
DEMOLITION =grub
D-1 DEMOLITION SITE PLAN c
D-2 DEMOLITION SHEET GENE 0 BBD =AM
D-3 FENCING AND FENCING DEraLs
OREGON
D-4 EROSION CONTROL PLAN h.. ,
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D-5 DETaLS
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� ' PASS
i
JUNE 1998 1--
•
' GENERAL ABBR. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT.
AB ANCHOR BOLT DBL DOUBLE GN GENERAL MLDG MOLDING RVT RESIUENT VINYL TILE
ABNO ABANDON DEG DEGREE GL GLASS MMB MEMBRANE
ACC ASPHALTIC CEMENT CONCRETE DEP DEPRESSED GLB GLASS BLOCK MO MASONRY OPENING S SOUTH 1E1/
AC AIR CONDITIONING OF DOUGLAS FIR GND GROUND MOD MODIFIED, MODIFICATION S & P SHELF AND POLE
ACP ACOUSTIC CEILING PANELS DIAG DIAGONAL GO GRATING OPENING MPT MALE PIPE THREAD SAN SANITARY
D ACT ACOUSTIC CEILING TILE DTL DETAIL GPD GALLONS PER DAY HDR Engineering, Inc.
ACST ACOUSTIC DEMO DOMOLTTION GPH GALLONS PER HOUR MTD MOUNTING SC SPLASH BLOCK
MG MOUNTING SC SCUD CORE
AODN 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
ADWF AVERAGE DRY WEATHER FLOW DIFF DIFFERENTIAL GRT GROUT N NORTH SEC SECTOR SEWERAGE AC♦ (
SECT SECTION
AFF ABOVE FINISH FLOOR DIM DIMENSION
OF WASHINGTON COUNTY
G GYP NET NATURAL SG SHEET GLASS, SEALANT GROOVE
AFC ABOVE FINISH GRADE DISH DISTANCE, DISTRUBUTION GSB SB GYPSUM SUM SHEATHING BOARD NEC NEGATIVE SHT SHEET
AGGR AGGREGATE ON DIVISION
GSKT GASKET NF NEAR FACE SFiTG SHEATHING
AI AREA INLET DL DEAD LOAD GWB GYPSUM WALL BOARD NOC NOT IN CONTRACT 51M SIMILAR DURHAM
AL ALUMINUM DMJ DOUBLE MECHANICAL JOINT NO NUMBER SL SLOPE
ALT ALTERNATE DN DOWN HBD HARDBOARD NPT NATIONAL PIPE THREADS SMLS SEAMLESS THOMAS
ANC ANCHOR DO DISSOLVED OXYGEN HC HANDICAPPED NRC NEAR SIDE EUCTION COEFFICIENT SPEC SOU NDPROOF PROPERTY
AR AIR RELEASE DP DEPTH HDR HEADER
AS AIR SUPPLY. ACTIVATED SLUDGE DR DRAIN ROCK HOW HARDWARE NTS NOT TO SCALE SO SQUARE
— AEC ACCOUSTICAL SUSPENDED CEIUNG DT DOUBLE TEE HGR HANGER NWL NORMAL WATER LEVEL SR SHORT RADIUS DEMOLITION
ASSY ASSEMBLY DWG DRAWING HM HOLLOW METAL SST STAINLESS STEEL PROJECT
ATM ATMOSPHERE DWLS DOWELS HORIZ HORIZONTAL OA OUTSIDE AIR ETA STATION
AVG AVERAGE OWR DRAWER HP HIGH POINT, HORSEPOWER, HIGH OC ON CENTER(S) STD STANDARD
AWG AMERICAN WIRE GAGE PRESSURE OD OUTSIDE DIAMETER STIF STIFFENER
E EAST HR HANDRAIL, HOUR
B -8 BACK TO BACK EA EACH, EXHAUST AIR HS HEADED STUD OED OPEN END DUCT STIR STIRRUP Project Manager
OF OUTSIDE FACE STL STEEL B. WILIER
BC BOLT CENTER ECC ECCENTRIC
HEIGHT OH OVERHEAD SU STRUCTURE
UB TT
80 BOARD EDB ELECTRICAL DUCT BANK UTE
HVAC HEATING, VENTILATION &AIR OPG OPENING SUB SUBSTITUTE Designed
BE BELL END EE EACH END
CONDITIONING OPP OPPOSITE SYM SYMBOL P. SUNDERLAND
BF BUND FLANGE EF EACH FACE HW HARDWARE ORIG ORIGINAL SALM SYMMETRICAL Drawn
R BASELINE EFF EFFLUENT, EFFICIENCY
C BLDG BUILDING HWD HARDWOOD OX OXIDATION SYN SYNTHETIC
EHH ELECTRICAL HANDHOLD HWL HIGH WATER LEVEL S. KUHNS
BING BLOCKING EIFS 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. GLOVER
BOC BACK OF CURB EL ELBOW ID INSIDE DIAMETER PBD PARTICLE BOARD T & B TOP AND BOTTOM
BOO BOTTOM OF DUCT, BIOCHEMICAL ELEC ELECTRICAL IE INVERT ELEVATION PC POINT OF CURVE T & G TONGUE AND GROOVE Project Number
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 oats
BOP BOTTOM OF PIPE EMH ELECTRICAL MANHOLE INF INFLUENT PE PLAIN END TEL TELEPHONE 08/01/98
BOR BOTTOM OF REGISTER ENCL ENCLOSURE INSTR INSTRUMENT, INSTRUMENTATION PEO PEDESTAL TEMP TEMPORARY. TEMPERATURE
BP BASE PLATE ENGR ENGINEER
BRG BEARING ENTR ENTRANCE INSUL INSULATION PEN PENETRATION THD THREADED SINT INTERIOR
PERF PERFORATED THK
TdIEIOF 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 ETV EACH WAY JB JUNCTION BOX PI POINT OF INTERSECTION TOL TOLERANCE, TOP OF LEDGER
B1W 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 R PROPERTY UNE TOP TOP OF PLATE
BUR BUILT —UP ROOF IX EXTRA JT JOINT POC POINT OF CURVE TOPO TOPOGRAPHY
BW BOTH WAYS ExC EXCAVATION PP POWER POLE TOS TOP OF SLAB, TOP OF STEEL
EXIST EXISTING KB KNEE BRACE PREF PREFlNISHED 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 F---------1
2 N
CAP CAPACITY F FARENHEIT, FACE L LEFT, LENGTH PRL PARALLEL TOW TOP OF WALL THE LINE IS ONE INCH WI CAV CAVRY FT /FT FOOT PER FOOT LAB LABORATORY PS PIPE SUPPORT TYP TYPICAL FULL SIZE F NOT
CB CATCH BASIN FAB FABRICATE (0), (RON) LAM LAMINATED PSF POUNDS PER SQUARE FOOT ONE INCH, SCALE ACCORDINGLY.
,4 CCW COUNTER CLOCKWISE FB FLOOR BEAM LAT LATERAL, LAMINATE PSI POUNDS PER SQUARE INCH UG UNDERGROUND
C — CENTER TO CENTER FBD FIREBOARD LAU LAUNDRY pSW POUNDS PER SQUARE INCH ABSOLUTE UNO UNLESS NOTED OTHERWISE
CCF CONCRETE FLOOR FBG FIBERGLASS LAV LAVATORY
B CD CONDENSATE DRAIN, CEIUNG DIFFUSER FC FLUSHING CONNECTION PS POUNDS PER SQUARE INCH GAGE UTIL UTILITY o LB POUND
LB/FT POUND(S) PER FOOT PRESTRESSED 8
LB
CER CERAMIC FCA FLANGED COUPUNG ADAPTOR (PT) POINT OF TANGENCY V VENT, VELOCITY
CF CUBIC FEET FDC FLEXIBLE DUCT CONNECTION LB /IN POUND(S) PER INCH PTN PARTITION VAC VACUUM
CFH CUBIC FEET PER HOUR FDN FOUNDATION LDG 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 UH LONG LEG HORIZONTAL QT QUARRY TILE VERT VERTICAL
CJ CONSTRUCTION JOINT FIG FIGURE LLV LONG LEG VERTICAL QTR QUARTER VEST VESTIBULE
C CHECKER PLATE FIN FINISHED LOC LOCATION
Q
CENTERUNE FJT FLUSH JOINT LP LOW PRESSURE QTY QUANTITY V VI FI
VERTICAL E e
F VERIFY IN FIRED
CW CONTROL JOINT FL FLOW, FLOW UNE LR LONG RADIUS R RIGHT, RADIUS, RISERS VTR VENT THRU ROOF t
CLKG CAULKING FLEX FLEXIBLE R/W RIGHT OF WAY 2
CLO CLOSET FLG FLANGE LW GHTWETGHT RB RESIUENT BASE VWC VINYL WALL COVERING 8
— CLR CLEAR FLR FLOOR LWC UGHTWEIGHT CONCRETE RECD RECEIVED
CMH COMMUNICATION MANHOLE FLS FLASHING or FLUSH LWL LOW WATER LEVEL RECIRC RECIRCULATION W WEST
CMU CONCRETE MASONRY UNIT FOB FLAT ON BOTTOM MAINT MAINTENANCE RECT RECTANGULAR WD WOOD BASE
CO CLEAN OPUT FOC FACE OF CONCRETE MAN MANUALLY) RED REDUCER WD WOOD, WIDTH
WF WIDE FLANGE
COL COLUMN FOM FACE OF MASONRY
MAIL MATERIAL
o COMM COMMUNICATION FOS FACE OF STUDS MAXIMUM REINF REINFORCE. REINFORCING WI WIRE GLASS
COMP COMPRESSIBLE FOT FLAT ON TOP MB MACHINE BOLT REM REMOVE, REMOVABLE WI WROUGHT IRON
WP WATER LEVEL WIND LOAD
CON CONCENTRIC FPM FEET PER MINUTE MBH THOUSAND BTUs PER HOUR REDO REQUIRED WP WATERPROOF ED
( ) (INC), WORKING
CONC CONCRETE FPS FEET PER SECOND I
MBR MEMBER RFG ROOFING POINT
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 =
CONT CONTINUOUS FRP FIBERGLASS REINFORCED PLASTIC MCJ MASONRY CONTROL JOINT RH RIGHT HAND WT WEIGHT, WATER TIGHT
CORR CORRIDOR FT FEET, FOOT
A CP CONTROL POINT FTG FOOTING ME MDMJ MODIFIED
MECHANICAL RM ROOM(S)) DOUBLE MECHANICAL JOINT LAP W WITH
WWF WELDED WIRE FABRIC ABBREVIATIONS
EPIC COUPUNG FTGS FITTINGS MED MEDIUM
RPM REVOLUTIONS PER MINUTE W/O WITHOUT
CSC COMPRESSION SLEEVE COUPUNG FUR FURRED or FURRING
MEE MISCELLANEOUS ELECTRICAL RR RAILROAD
• CSD CEIUNG SUPPLY DIFFUSER FURN FURNETURE
EQUIPMENT RT CSK COUNTERSINK FUT FUTURE MEZZ 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 (FttI) MG /L MIWGRAMS PER LITER GENERAL NOTES
3 CVT CULVERT G FAILLE MH MANHOLE
CU COPPER, CUBIC GA GAGE, METAL THICKNESS MIN MINIMUM
GAL GALLON Sheet Number
L g 8 D CLOCKWISE GALV GALVANIZED MISC MISCELLANEOUS 1. THIS SHEET APPUES TO THE ENTIRE SET OF DRAWINGS. USING OF ABBREVIATIONS DOES NOT
GB GRADE BREAK. GRAB BAR NJ MECHANICAL JOINT IMPLY ALL ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT.
:Az"; DB DUCT BANK GD GUARD ML MILLI ER G - 2
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NO. 100, T2S, R1W, SECTION 14D W.M.,
■; ;•; .:: ... b, I _ • N
WASHINGTON COUNTY, OREGON
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SITE ADDRESS: UN*1ED SEWERAGE AGENCY
1 i": - \ .;../ OF WASHINGTON COUNTY
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16575 BLOCK OF SW 85th AVE. IL. '!: ->•,---'---,:-.----: --____...... :
TIGARD, OREGON 97224 ' ,---- ; ,----. ----. - —
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APPUCANTS ADDRESS: s---- • , ;, , •- ,, z -,-.--- ' — -, . Project Manager
B. WIU_EY
3125 SE RIVER ROAD \ ( .,.• :\I
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HILLSBORO, OREGON. 97123
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APPUCANTS PHONE NUMBER: i
C CONTRACTORS PARIONG y \ I'L '-'---,, <'''..."---‘" '''s -;i•; 2' ( '7 -' ''''''-' ,---------, - - - - -* -'/Ei-''' S. HALE
(503) 681-5224 AND STAGING AREA . , .• ‘-' *,,,%,,,`• ,, ;,.' 6' . : . ,,,,,,
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TAX LOT NO. 100 .:, 4 ;NI ..., / , : '
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GENERAL NOTES: �� / -r-r; ', , _.. —._ e l _ - 411
DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND _ - / • I I " - - Eineennginc
D 1.
VEGETATION DEBRIS. CONFORMANCE WITH WITH ALL REGULATIONS AND BUNKER SILK C i � ! _
PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY ! 1 , 000 SQ FT_ r > •- - \;
OF THE CONTRACTOR. -- - PROTECT EXISTING l ` / . , �•xt-
TREES TYP � ;_ 1
2. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES LOCATED PRIOR TO ! / ! rr--;;'
STARTING ANY WORK. / I I I I UNIFIED SEWERAGE AGENCY / / / - , i GARA i -�
3. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE REGULATIONS, - -., POWER / ; ,;• y FT, /; -
900 S I I ' — '—" °F WASHINGTON COUNTY � I
SPECIFICATIONS. CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, AND
/ TRANSFORMER
THE OREGON STATE PLUMBING SPECIALTY CODE. I y; ! I !CC? L _..
SPECIFICATIONS.
/ (i DURHAM
4. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINE (AERIAL AND /� % f
- -- "j - -' -i , GASOUNE UST
k a HEATING OIL / ' / ! -' - �-- I
UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AND THE THOMAS
CLEANUP DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED x J % UST j'' _/� % i i - -..- I
IN THE REMOVAL BID IT - •
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R SHALL BE THE RESPONSIBILIT! OF THE CONTRACTOR TO LOCATE AND
. / / O - SEL O -- _ / / I 3 I j DEMOLITION
UTILITIES AND BACK FILLING 1 AST ...- ._.._... -- - y RESIDENCE j I -- DEMOLITI
R SHALL ALSO BE THE RESPONSIBILITY OF THE _- / _ _ " - - -- //// /' I — (
5. ,
CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER (503) • 1332/672 BSM. ;
(SEPTIC TANKS. UNE, ETC.) ;�, I PROJECT
COORDINATE THE REMOVAL OR EXISTING UTI THE REMOVAL OF ANY SEPTIC TANKS AND REMOVAL
681 -7018 TO APPROVE I ! I ' ; !'�
OF ANY EXISTING WATER WELL _ .f r ...- / -- O , I I
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6. PROTECT ALL TREES NOT SHOWN FOR DEMOLITION. - ' � - - — — P
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rojeet Manager
/ B. VALLEY
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7. MAINTAINING ALL UTILITY SERVICE TO EXISTING RESIDENCE NOT SHOWN I <i I ., I I Designed
FOR DEMOLITION. i 4- 4- 4- 4. "4./ /X/ / /- /. / - / -i 7y I-r_ i S. HALE
0 / /` _ -• k / - r: • Drawn
PROTECT EXISTING i i J HALE
Checked
/ I % TREES TYP /' , f I j P. SUNDERLAND
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Project Number
4, 'T, I / i;.? I : I ( . 00039 411 - 102
F Y ' . a I Date
% BARN `�_ % I�� 06/01 /98
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GENERAL NOTES:
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D 1. ALL DIMENSIONS AND LOCATIONS NEED TO BE BUNKER SILO
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VERIFIED BY CONTRACTOR ON SE. O
1 000 S FT
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OF WASHINGTON COUNTY
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_ UNIFIED SEWERAGE AGENCY
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2•X4' WOOD POSTS THOMAS
STANDARD OR BETTER PROPERTY
_ OR EQUAL. ALTERNATE ACh
STEEL FENCE POSTS e DEMOLITION
PLAN PROJECT
Project Manager
B. WILLEY
Designed
P. SUNDERLAND
VIRE FABRIC OR EQUIVALENT Drawn
C
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FILTER FABRIC D. LIVEL
m Project Number
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00039-411
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WIRE FABRIC •I Cate
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06/01/98
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GRADE
g•I GATE POST SCHEDULE
LEAF S SPAN NOMINAL DIAMETER
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6' -12' 5"
SECTION A 12 -18 6"
18 -24' 8' 1.-1
THIS UNE IS ONE NCH WHEN
1 SEDIMENT FENCE DETAIL NOTES: DRAWING IS FULL saE F NOT
x NOT TO SCALE 1. SINGLE LEAF GATES TO BE REINFORCED ONE INCH, SCALE ACCORDINGLY.
SIMILAR TO DOUBLE SWING GATE DETAIL
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UNIFIED SEWERAGE AGENCY
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THOMAS
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PROJECT
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ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) Sheet Number
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