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UNIFIED SEWERAGE AGENCY
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SITE ADDRESS: 'VV ��\ � V
16575 SW 85th AVE. c SHERWOOD W,
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TIGARD, OREGON 97224 • �� � ve.Y
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APPUCANTS NAME:
UNIFIED SEWERAGE AGENCY
TREATMENT PLANT SERVICES
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APPUCANTS ADDRESS:
SHEET NO, DESCRIPTION
UNIFIED SEWERAGE AGENCY
c
3125 SE RIVER ROAD c ,.
HILLSBORO, OREGON. 97123 221EBAL v rsaLTON
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APPUCANTS PHONE NUMBER: G-1 COVER, VICINITY MAP, LOCATION MAP, & DRAWING INDEX "'° , PORTLAND uorMNDt
(503) 681 - 5224 G-2 ABBREVIATIONS " °' Et
ti ordos
SALBBI f
DEMOLITION
D-1 DEMOLITION SITE PLAN c
D-2 DETIOLITION SHEET EIJOEM i,- O BEND 01D O
D-3 FENCING AND FENCING DETAILS
1' OREGON
-
D-4 EROSION CONTROL PLAN 4 ° 8L
AOGEBURO
4
D -5 DETAILS
1 UrA et Vlb4
y JUNE 1998 'l
P SS
GENERAL ABBR. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT. GENERAL ABBR. CONT.
AB ANCHOR BOLT DBL DOUBLE GN GENERAL MLOG MOLDING RVT RESILIENT VINYL 11LE
ABND ABANDON DEG DEGREE GL GLASS
ACC ASPHALTIC CEMENT CONCRETE DEP DEPRESSED GLB GLASS BLOCK MOB MAMB FER
AC AIR CONDmONING DF DOUGLAS FIR GND GROUND MO MASONN RNE
RY OPENING S SOUTH
MOD MODIFIED, MODIFICATION S & P SHELF AND POLE
ACP ACOUSTIC CEIUNG PANELS DIAL DIAGONAL GO GRATING OPENING MPT MALE PIPE THREAD SAN SANITARY HDR Engineering, Inc.
D ACT ACOUSTIC CEIUNG TILE OIL DETAIL GPO GALLONS PER DAY SB SPLASH BLOCK
ACST ACOUSTIC DEMO DOMOUTION GPH GALLONS PER HOUR MTG MOUNTING SC SOUD CORE
ADEN ADDITION, ADDITIONAL DI DROP INLET GPM GALLONS PER MINUTE MU MASONRY UNIT SCHED SCHEDULE
AEU ADJUST. ADJUSTABLE DA DIAMETER GP GUY POLE MW MONITORING WELL SCHEM SCHEMATIC
ADMIN ADMINISTRATION DIAPH DIAPHRAGM GR GRADE
SCN SCREEN
IFIED SEWERAGE
ADWF AVERAGE DRY WEATHER FLOW DIFF DIFFERENTIAL GRT GROUT N NORTH SECT SECTION OF WASHINGTON COUNTY AGENCf
AFF ABOVE FINISH FLOOR DIM DIMENSION GREG GRATING NAT NATURAL SG SHEET GLASS, SEALANT GROOVE
AEG 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
M 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 DN DOWN HBD HARDBOARD NPT NATIONAL PIPE THREADS SAILS SEAMLESS THOMAS
ANC ANCHOR DO DISSOLVED OXYGEN HC HANDICAPPED NRC NEAR SIDE EDUCTION COEFFICIENT SPEC SOU N D PROOF PROPERTY
AR AIR RELEASE DP DEPTH HDR HEADER
AS AIR SUPPLY, ACTIVATED SLUDGE DR DRAIN ROCK HDW HARDWARE NTS NOT TO SCALE SO SQUARE DEMOLITION
ASC ACCOUSTICAL SUSPENDED CEIUNG DT DOUBLE TEE HGR HANGER NWL NORMAL WATER LEVEL SR SHORT RADIUS
ASSY ASSEMBLY DWG DRAWING HM HOLLOW METAL
ATM ATMOSPHERE DWLS DOWELS HORIZ HORIZONTAL OA OUTSIDE AIR SST ST STAINLESS STEEL PROJECT
AVG AVERAGE DWR DRAWER HP HIGH POINT, HORSEPOWER, HIGH OC ON CENTER(S) STD STANDARD
AWG AMERICAN WIRE GAGE PRESSURE OD OUTSIDE DIAMETER ST E STIFFENER
E EAST HR HANDRAIL, HOUR OED OPEN END DUCT
B –B BACK TO BACK EA EACH. EXHAUST AIR HS HEADED STUD OF OUTSIDE FACE STIR STIRRUP Project Manager
BC BOLT CENTER ECC ECCENTRIC HT HEIGHT OH OVERHEAD STRUCT STRUCTURE B. WILLEY
BD BOARD EDB ELECTRICAL DUCT BANK HVAC HEATING, VENTILATION & AIR OPG OPENING SUB SUBSTITUTE Designed
BE BELL END EE EACH END CONDmONING OPP OPPOSITE SYM SYMBOL P. SUNDERLAND
BF BUND FLANGE EF EACH FACE HW HARDWARE
ORIG ORIGINAL SYMM SYMMETRICAL wn
@ BASELINE E EFFLUENT, EFFICIENCY HMI HARDWOOD OX OXIDATION SYN SYNTHETIC Dro $, KUHNS
C BLDG BUILDING ILDING EH H ELECTRICAL L HANDHONDHOLD HWL HIGH WATER LEVEL
BLKG BLOCKING EIFS EXTERIOR INSLULATION & FINISH SYSTEM DYD HYDRAULIC 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 Project Number
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 Date
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
BTW 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
BUR BUILT –UP ROOF EX EXTRA a JOINT POC POINT OF F CURRVOP TO OF PLATE
TOPO TOPOGRAPHY
BW BOTH WAYS Exc D(CAVnnoN 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 EXI EXTERIOR, EXTERNAL KO KNOCK OUT PRES PRESSURE TR STAIR TREAD
o CAB CABINET PRI PRIMARY TS TUBULAR STEEL I--- I
' CAP CAPACITY F FARENHEIT, FACE L LEFT, LENGTH PRL PARALLEL TOW TOP OF WALL THIS LIVE 6 ONE IlICFI WREN
2 CAV CAVITY FT /FT FOOT PER FOOT LAB LABORATORY PS PIPE SUPPORT - TYP TYPICAL DRAWING IS FULL SLZF. F NOT
CB CATCH BASIN FAB FABRICATE (0). (TION) LAM LAMINATED PSF POUNDS PER SQUARE FOOT ONE INCH, SCALE ACCORDINGLY.
A. CCW COUNTER CLOCKWISE FB FLOOR BEAM LAT LATERAL. LAMINATE PSI POUNDS PER SQUARE INCH UG UNDERGROUND
C -C CENTER TO CENTER FBD FlREBOARD LAU LAUNDRY PSIA POUNDS PER SQUARE INCH ABSOLUTE UNO UNLESS NOTED OTHERWISE
CCF CONCRETE. FLOOR FBG FIBERGLASS LAV LAVATORY
B CD CONDENSATE DRAIN, CEILING DIFFUSER FC FLUSHING CONNECTION LE POUND PS POUNDS PER SQUARE INCH GAGE UTIL UTILITY M
LB /FT POUND(S) PER F00T PRESTRESSED 8
CER CERAMIC FCA FLANGED COUPLING ADAPTOR (P11 POINT OF TANGENCY V VENT, VELOCITY
CF CUBIC FEET FDC FLEXIBLE DUCT CONNECTION LB /IN POUND(S) PER INCH
PIN PAVEMENT VAC VACUUM
CFH CUBIC FEET PER HOUR FEIN 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 Q RATE OF FLOW VC VINYL COMPOSITION TILE
CIMJ CAST IRON MECHANICAL JOINT FFE FINISHED FLOOR ELEVATION LLH LONG LEG HORIZONTAL QT QUARRY TILE VERT VERTICAL
CJ CONSTRUCTION JOINT FIG FIGURE LLV LONG LEG VERTICAL
Cp CHECKER PLATE FIN FINISHED LOC LOCATION QTR QUARTER VEST VESTIBULE
QTY QUANTITY VG VERTICAL GRAIN `o
C. CENTERUNE FJT FLUSH JOINT LP LOW PRESSURE
CU JOINT FL FLOW, FLOW LINE LR LONG RADIUS R RIGHT, RADIUS, RISERS VIF VERIFY IN FIELD o
CLKG CAULKING FLEX FLEXIBLE LTL UNTEL VTR VENT THRU ROOF '�
S
R/W RIGHT OF WAY
CLO CLOSET RD FLANGE LW LIGHTWEIGHT RB RESILIENT BASE VWC VINYL WALL COVERING 8
_ CLR CLEAR FIR FLOOR LWC UGHTWEIGHT CONCRETE RECD RECEIVED W WEST
CMH COMMUNICATION MANHOLE FLS FLASHING or FLUSH LWL LOW WATER LEVEL RECIRC RECIRCULATION WB WOOD BASE
^^ CMU CONCRETE MASONRY UNIT FOB FLAT ON BOTTOM MAINE MAINTENANCE RECT RECTANGULAR WD WOOD, WIDTH
CO CLEAN oPUT FOC FACE OF CONCRETE MAN MANUALLY) RED REDUCER WF WIDE FLANGE
COL COLUMN FOM FACE OF MASONRY MAIL MATERIAL REF REFERENCE WG WIRE GLASS
4 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 READ REQUIRED WP WATERPROOF(ED) (LNG), WORKING a
CONC CONCRETE FPS FEET PER SECOND 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 o
CONT CONTINUOUS FRP FIBERGLASS REINFORCED PLASTIC
CORR CORRIDOR FT FEE MCJ MASONRY CONTROL JOINT RH RIGHT HAND WSCT WAINSCOT Z
A CO CORR POINT F FETING M DMJ MECHANICAL MEC JOINT R REQUIRED LAP WT WEIGHT, WATER TIGHT
T, FOOT
WWF WELDED WIRE FABRIC ABBREVIATIONS
ROOM(S) W/O WITH
CPLG COUPUNG FIGS FITTINGS RPM REVOLUTIONS PER MINUTE
CSC COMPRESSION SLEEVE COUPUNG FUR FURRED or FURRING MEE MISCELLANEOUS ELECTRICAL RR RAILROAD �0 WITHOUT
ry CSD CEIUNG SUPPLY DIFFUSER FURN FURNITURE EQUIPMENT RT RIGHT XSECT CROSS SECTION
CSK COUNTERSINK FUT FUTURE MEZZ MEZZANINE RTN RETURN
CT CERAMIC TILE FWD FORWARD MFR MANUFACTURER
CTR CENTER. CONTRACTOR FXC FLEXIBLE MGD MILLION GALLONS PER DAY
CF CVf CUBIC FOOT (Ft.i)
33 CULVERT G GRILLE MG /L
MH MIWGRAMS PER LITER
MANHOLE GENERAL NOTES
-- CU GA GAG METAL THICKNESS
,=, ' COPPER, CUBIC MIN MINIMUM
8 as CWT CLOCKWISE - GALLON MISC MISCELLANEOUS Sheet Number
GALV GALVANIZED 1. THIS SHEET APPLIES TO THE ENTIRE SET OF DRAWINGS, LISTING OF ABBREVIATIONS DOES NOT
g 0 DIFFUSER GB GRADE BREAK, GRAB BAR M MECHANICAL JOINT IMPLY ALL ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. G - 2
b DO' DB GD GUARD
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N0. 100, T2S, R1 W, SECTION 14D W.M., �' :r; , : '+? I _ _
WASHINGTON COUNTY, OREGON _ —
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SITE ADDRESS: -1 •„11j ... '7''";-.'..-"v r - - -- -- - _
� UNIFIED SEWERAGE AGENCY
II ii ? - - ' I A • OF M(ASIUNCION COUNTY
16575 BLOCK OF SW 85th AVE „'
TIGARD, OREGON 97224 _ _
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FACILITY
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Project Manager
3125 SE RIVER ROAD
V �' `; : > B. WILLEY
HILLSBORO, OREGON. 97123 r ", ' '' I :'
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GENERAL NOTES: - -._ ,. J i rr -r-r/ i - — _.._.._
D 1. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND ", B UNKER SIL• C • ,
HDR Engineering, Inc.
VEGETATION DEBRIS. CONFORMANCE WITH WITH ALL REGULATIONS AND -� I
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PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY _ OOO SO F T - /
OF THE CONTRACTOR. % , / PROTECT EXISTING — � e--
j TREES TYP / • 7 / E I
2. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES LOCATED PRIOR TO % I
STARTING ANY WORK. f , OF WASHINGTON COUNTY
: UNIFIED SEWERAGE AGENCY
3. ALL WORK SHALL BE IN ACCORDANCE WRH APPUCABLE REGULATIONS, - { POWER 900 Sq FT. '
SPECIFICATIONS, AO CATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY. AND / / • TRANSFORMER �' / i / A I L C Y l_...I
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THE OREGON STATE PLUMBING SPECIALTY CODE. � / ! ) DURHAM
4. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE UNE (AERIAL AND ,- GARAGE %' I '-
UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AND THE HEATING OIL / % � " % ' -- THOMAS
CLEANUP DEBRIS IN THE CONSTRUCTION AREAS ARE A TO BE INCLUDED -� GAS UST .�. ,"
IN THE REMOVAL BID ITEM. LL _ x ' ' ! US ` ' ^ - -•-
5. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND / .D 0 _.__..._.__ -- J I . DEMOLITI N
COORDINATE THE REMOVAL OR EXISTING UTILITIES AND BACK FlWNG - —
- —
� RESIDENCE I
(SEPTIC TANKS, LINE, ETC.) R SHALL ALSO BE THE RESPONSIBILITY OF THE
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CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER (503)
•
681 -7 18 TO APPROVE WATER ELL WATER OF ANY SEPTIC TANKS AND REMOVAL ._•_ ' / ,'e -_- - M. ' ' i I •-'\jl PROJECT
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6. PROTECT ALL TREES NOT SHOWN FOR DEMOLITION. _.. — — — — — — p
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7. MAINTAINING ALL UTILITY SERVICE TO STING RESIDENCE NOT SHOWN ! i /-r nap DUSTING ._/ I I / II
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GENERAL NOTES:
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D 1. ALL DIMENSIONS AND LOCATIONS NEED TO BE BUNKER SILO 7
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1,000 SQ FT
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UNIFIED SEWERAGE AGENCY
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i0 I I { OF
UNIFIED SEWERAGE AGENCY
WASHINGTON COUNTY
I L 6' MAX �
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U U DURHAM
2•X4' WOOD POSTS THOMAS
STANDARD OR BETTER
-- OR EQUAL. ALTERNATE. O PROPERTY
STEEL FENCE POSTS a DEMOLITION
PLAN PROJECT
Project Manager
B. WILLEY
Designed
P. SUNDERLAND
C WIRE FABRIC OR EQUIVALENT Drawn
S. HALE
I
Checked
FILTER FABRIC D. LIVELY
10
I Project Number
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1 =1. 00039 -411 -102
=n�i� Date
WIRE FABRIC 21
4' BELOW 1- = 1_ I „ 'n 06/01/98
GRADE
GATE POST SCHEDULE
B' LEAF SPAN NOMINAL DIAMETER
MIN < 6' 3"
6' -12' 5"
SECTION A 12 -16 6"
16' -24 6" I— I
THIS UNE IS ONE INCH WHEN
SEDIMENT FENCE DETAIL NOTFS: DRAWING IS FULL SIZE F NOT
NOT TO SCALE 1. SINGLE LEAF GATES TO BE REINFORCED ONE INCH, SCALE ACCORDINGLY.
SIMILAR TO DOUBLE SWING GATE DETAIL
g 2. USE 4' -O" HOLE FOR POST DIAMETERS e
GREATER THAN 6 ". $
CAP CAP
WELD ALL JOINTS, TYP 0 Alk
FABRIC TO MATCH 11 OFFSET HINGES. TYP
CAP - �! - THAT USED IN FENCE _ _ i-
�� ♦� ♦� ♦� ♦� ♦� ♦� ♦�• CAP Imo ♦�� ♦�♦ 1 I' - • 7 ..... _ . I
TERMINAL POST ► ♦ ♦ ♦ ♦ ♦♦ TOP RAIL �.. � TERIOR BRACE FOR - ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ". ♦.'.��— ° ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦♦ ♦ ► UNE POST ♦♦♦ i ♦♦ ♦� / ♦ ♦ ♦ ♦♦ '�♦ �i(SEE SCHE
► ♦ ♦ 1 C HAIN UNK FABRIC ♦ ♦ ♦ t — ♦ ♦
— II & ENDS} o ♦ . -- : $
►♦ ♦� ►
STRETCHER ♦ ♦ , I ♦ • ♦ ► ♦ ♦♦ ♦
♦ ♦ (SEE SPECS FOR ♦ ♦ ♦� GATES WIDER THAN 8' -i' ♦j� ♦� t i,_ 4 . i LOCKABLE WALK -IN
-- BAR ���� �� MESH AND SELVAGE) ������ + ♦ � o - LOCKING DEVICE 4 1111 ♦ �♦9 PEDESTRIAN GATE,
� . . o �, TRUSS ROD , I �♦
'b� ��:! I I i I I = 3' -0" WIDE
-
POST ► ♦�. 0 O PADLOCK HOLE ■
a BRACING ' TRUSS ROD ♦.. ♦ :RNBUCKLE r • . ♦ ♦♦ ♦:: - ♦ . ♦ 1 1 2" TYP
STRETCHER BAR ' ► ♦ ♦ ♦♦ ♦ • ♦ ♦ ♦♦ ► ♦ ♦ ♦ ♦♦ STRETCHER ♦ ♦ ♦ � ♦ ♦ ♦ ►♦ ♦ ♦ ♦ ♦♦ a.
BANDS ► ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦♦ ► ♦ ♦♦ �. ,
TENSION WARE ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦♦ ♦� ♦ ♦ ♦♦
D ♦ ♦ ♦, � � ♦ ♦ ♦ ♦� ♦♦ • . _� ENTER STOP ♦ ♦ ♦ ♦ ♦ ♦♦ ► • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� AR (TYP) ♦� ♦�� ♦ ♦� ♦�� li ■ � ♦� ♦� ♦♦
El A 'I TURNBUCKLE - 1 !I ti o ; n li DETAILS •
N 2" MIN - - o
GONG FOOTING OR II Iii PER SITE GRADING II' CLR FINISHED GRADE
10 ! II il 111
- - CONC FOOTING 'Mg
TI -
4- 24 "a I - II' 72 "0 LEAF WIDTH VARIES - I l =.. u
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$$$ CHAIN LINK GATE AND FENCE DETAIL Sheet Number
-IA oe' NOT TO SCALE
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KEY PLAN
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VIII HDR Engineering, Inc.
UNIFIED SEWERAGE AGENCY
GRADING AREA OF WASHINGTON COWRY
—z_ DURHAM
THOMAS
_ lijilinig PROPERTY
DEMOLITION
PROJECT
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\ �, � `� / i � / i �.,\�`+\ } t i I I ! j I 1 � \ \�� •�,_ r - 7 — ) \�� \� \ \�� \', \ t —' Project Manager
\ 1 i �\ \ 1 j I (I \'''',\'''-\,---. — � ` __. � _ / / /" / . \\ \' `\�.,, \•, \�• ` 1 ' � %` r 1 B. WILLEY
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' Y \\ \��-- �•-_� -___, f ` ' , i ? 1 i 4 �j S . Ii i 't ` I 1 ` t t . I Designed
r: : ) / l I L ' t t \ ` j! C ( % i \ \ \ �4 ?l' ! i ; +) l ' 1 \ ----! 1 j /jam ._ - it �,' r i \,. 1 �'`• \�_ � .. `� •� _ 1 ' ' I I I III l � I ( t , \ I Checked
\ � .. i i' \ t , \�� \ �� ��+� \ \ \ \ � = `�� ___- - �' r i r ) ' ! f t i ( I 1 ( \ I P. SUNDERLAND
M ( `~ \� \ �� i .� i" i \,+ ', \ `��. i i� \ \ \ �\ `- -- --� ` `�••. -,. - '. "•- -.� _ �../ r r i j I j t )
\ i ! 1 ! I i Pro eet Number
\ r I \ y \ 1 \ t . _._, __ 11' ; ; / / 1 ` " ! I t + N.
00039- 41 1 - 02
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i3 1 { ; _ � �� ' \ i ' �/ l r , \ \ \ \- ` -- \ l r : . / / ' � l l '\ `\ c____ < THIS UNE IS ONE INCH WHEN
? , \ l � "_ "� ` /1/7/110., \ \\\ ` I \ / 1 DRAWING IS FULL SIZE. F NOT
t `I \ j �! ' \ ( \ i \ i \ +\ / ° ; i `• `t ` �_ �\ \ ` ' \ ' j : i �' :IN CH. SCALE ACCORDINGLY.
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gg8 GRADING PLAN NOTE; cur OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) Sheet Number
o 0 1' 30' HORIZONTAL TO ONE (1) VERTICAL UNLESS OTHERWISE SHOWN AN THE PLANS.
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