16580 SW 85TH AVENUE-1 UNIFIED
AGEINCY _
HDR Engineering, Inc.
10300 SW Greenburg Road
OF WASHINGTON COUNTY Suit 500
Portland, OR 97223
Location Map
N E DY ROAD P RT N D
,y 26 =°� INTEL
'► ",,,� BEAVERTON 99 W Z AIRPORT
0
sou
PORTLAND
DU HAM FACILITY PHAOE 3 PROJECT SfTE o � 213
XCAVSCHOL s FERW ROAD TIGARD
KING CITY
0 1
E ATION PR %jECT
auRa+AM
f'a 43 2
S W 85th AVENUE 9
OSWEr4*LAKEKE
I
99 W TUALATIN' N
w
SHERWOOD 5 20
•i :u x
s.
4-
Drawing Index
00
.S N.EET NO, DESCRIPTION
GENERAL
VID� v 0 COVER, VICINITY MAP. & DRAWING INDEX
'4 6 � Lv� 0 qQ 1 GENERAL MATERIALS AND SYMBOLS
2 OVERALL SITE PLAN
� �� 3 EXCAVATION PLAN
4 SECTION AND DETAILS
,tea n
4
g
AU
GUST 1.q 9
85th Ave. 16580
W raa SIT1999-00061 /
1 of 5
NOTICE: IF THE PRINT OR TYPE ON ANY 1 I I I I I1-f_ T-II 11T 1111111 I
111 { 11 �1 1_I i { I IJill
2l
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 1l %-
- 0,/� � 5,
IT IS DUE TO THE QUALITY OF THE Y_ _ No.38
ORIGINAL DOCUMENT E 91i1LIU
1 6 _ S� L g 4 E Z I3lyi1w
�
IIII:�Iii Ilii ILII LIII ilii 1111 ILII Lill ILII ILLI 111 11.11 ll-t► LLLL _{{II. ill{ l{I LLU {ill. UIL ILII ILII ILII ILII {I{ill,.l ILII ILII lli lIII III{ ILII ILII Ilii illi ILII ILII ILII Illi 111
Lill illi 111 1111 ll 11J 11IiI1,Ell
MATERIAl.S IN PLAN/SECTION SITE SYMBOLS IN PLAN GENERAL SYMBOLS
DEMOLITION WOOD (SECTION)
CONCRETE PLYWOOD -�'
(�� EMBANKMENT SLOPE SECTION LETTER
MASONRY (CMU) C� GYPSUM BOARD CO
�j� CLEMI OUT N FLAG INDICATES DIRECTION
D kLd BRICK (SECTION) �� METAL (SECTION) „`��= MH PLANX OF SECTION CUT- HDR Engineering, Inc.
SANITARY SEWER MANHOLE 1/4- = 1'-0-
ASPHALT GRATING (PLAN) -
3 ■CB STORM DRAIN CATCH BASIN ' DRAWING WHERE
ARROW INDICATES DIRECTION SECTION VIEW IS LOCATED
GRANULAR FILL CHECKERED PLATE _-- OF PLAN NORTH-- UNNIFD E AGENCY
tmLITY VAULT (TEL, ELEC) SECTION CUT MARK$ OF W>II� COUNTY
SAND BRICK (PLAN)
s pP POWER POLE SECTION LETTER
EARTH RIGID INSUTAnON -Wp TELEPHONE POLE X DETAIL NUMBER DURHAM
lX X1.yY Y! BATT INSULATION S ECl ION X -
:-"FH �FH FIRE HYDRANT 3/8. = 1.-0. - • DRAWING WHERE FACILITY
® DETAIL IS LOCATED PHASE 3
WOOD - SOLID (SECTION)
HORIZONTAL CP-X, CONTROL POINT • DRAWING WHERE SECTION ��L EXCAVATION
VIEW IS FIRST CUT
~.5 75.5 SPOT ELLYATION
PROJECT
- - -T- TELEPHONE UNE DETAIL NUMBER-- ELEVATION LETTER
E- ELECTRIC UNE DETAIL X X ARROW INDICATES POINT OF Project Manager
-v ---v-- HANDRAIL 3- = 1'-0- - XX VIEW B. VALLEY
• DRIWING WHERE • DRAWING WHERE Designed
STRUCTURE PIPING OR EQUIPMENT DETAIL WAS TAKEN ELEVATION IS LOCATED P. SUNDERLAND
C F ____ STORM GRAIN CULVERT Drown
ELEVATION OR PHOTO MARKER S. KUHNS
I--� PIPELINE ELEVATION Checked
I.D. LETTER--- D. LNELY
LARGE PIPELINE Project Number
ELEVATION X
EXISTING PIPELINE 3. 1'-0- _ 00039-438-102
- ABANDONED IN PLACE Dote
JUNE 1999
TO BE DEMOLISHED
DRAWING WHERE POINT ,�••��•
/•: OF VIEW MARKER CAN BE �OfF
(STRUCTURE, PIPELINE, ETC.)
FOUND • IF PLAN AND SECTION, OR DETAIL CALL.-OUT AND ` aPV
uw
DETAIL ARE SHOWN ON SAME DRAWING, DRAWING
F_ NUMBER IS REPLACED BY A UNE (-).
I BUILDING
- __ ONo�coN �
P TH--X- L.00A11ON O �D AST HOLE TE
DIY SUN
+----�• DRAINAGF FLOW
-�cp"x os/ao/o
—X X-- CHAIN LINK FENCE
0
INS LINE IS ONE II CH WHEN
5 —X---X T
FIEU1 FEI)CE DRAW4 IS FULL SML F NOT
ONE INCK SCALE ACCORDOOLY
x ----� -- PROPERTY UNE
--�-- CENTERLINE
B r
—F—F— SILT FENCE S
—__-_— EROSION SEDIMENTATION
CONTROL DITCH
OEXISTING TREES
—P P— POWER POLES
0
0
M
X
Do
a
�2
Ja
a
GENERAL NOTES
0
Z
1. THIS IS A STANDARD GENERAL AND CML
SYMBOLS DRAWING. NOT ALL SYMBOLS
A AND ABBREVIATIONS MAY BE USED ON GENERAL
'THIS PROJECT. MATERIALS AND
a SYMBOLS
4
85th Ave.
E
o
i
0
�8
SIT 1999-00060
1 /
W n oJ Sheet Number
I 2 of 5 1
NOTICE: IFTHE PRINT ORTYPE ONANY �I.1 ! I � II � � � I ! ! ! ! WWII ! III � � ! II � III ! ! I ! I ! �T i � ,��rT�.r
ITT ! L ! ! ! ! { ! + t ! ! _�. ]J] .TI1l ! r� i
� I I I 1 I -�
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 c'J 7 lO + 11 12
IT IS DUE TO THE QUALITY OF THE _
ORIGINAL DOCUMENT "°.36
E
6Z SZ LZ 9Z 5Z � Z � FZ Z TZ OZ 6T 8I LT 9I � T � i EI Zi ZT T 6 8 L 8 4 E Z IK
{ili{iliiilil,��li�{ �, {l{I !{{{ I ► ILII
�� !► !III ill! ILII X11.. 111! Llll llll. ll� .LLA llll. IlLl 1l1.l..l111. ILll IILI I{II 1111 !{{! {{{{ !III (IIl .11il ll!I {{Il {�{{ IIII�III{ {ll� ill! Illl.l<<L ll� .11�l .11l fill il.�l .l.�ll. l.l11 LL 4 Ll.�ul�,ll�f��l
it
Y 1 J r
V y
4
,
,
DURHAM ROAD
I "a.
D ._ HDR Engineering, Inc.
►.
UIFED SDMt#OE AGENCY
OF wASHrNUM COUNTY
1! 1 1
~ 'JiN
DURHAM
! h HOR ENGINEE RINGCONt
j
OFFICE ;-d ....-~.� : FACILITY
....._....... .....__._._
PHASE 3EXCAVATION
PROJECT
=J:_C Vii... t Wn a► I. 41 ill Pro'ect Manager
( 1. L••�L_.L_.._I.L_t
lit ` l r— B L1.EY
1 , i w B. WI
r� (• �I� I I I �� I I t Designed
P. SUNDERLAND
Do ow,
S. KUHNS
1 , !( / ',<) _ y -- - -- _..�......_ `•� Checked
D. LIVELY
t •I t /r' �✓ .(�;:~•�, — `' �\ 1 \tp Project Number
0,0039-4.36-102
' Oate ,
w "��\T•� �I { � 1 5�,• �t `� ---j ,ska t � ,�t ,`� MUNE 1899 t
r PROF
�?0rx; car: CONSTRUCTION
C)^� i) �) ENTRANCE :, �\_. •/ ;ll
'
$
TEMPORARY
t ` `. -`� \ / ��.`�._ :; ,� I `1s\ / <�, � Qb'
x
PSE POWER i >: 0 o J r��. k' ,`,1 �\ �1 �jf�i ��vC �/t�j�J� 1 y' '// 1 �.� ' Y SUS
W ROUTINv 0 O tD U:� J U % �g '�;� r / f ° ,I �xvue�s oec/ao/o
-- --
C� -� �f � S �c �/I! � Imo, �i � f i -- --
' ' 1
`�. �\•�• t ! f . � �\,.% ,� } '��1:-..1•�--ate
P.
nes � Is Cx+E iNx� wt+o+
V \� ( �1 ,�,, i, DRArwNG IS RILL SCM NOT
EXCA ATION / / ONE *4CH. SCALE ACCOFlDNrGLY
} GES
1 COMPLEX
B NO. 2
SEE SHEET 3 FOR 1 \\ '-1 i it \�
EXCAVATION PUN / �.,...... ��/% •I ! j ' ;��^�% %�
�;• DURHAM SECONDARY v \-
TREATMENT CONTRACT O U - 0 !
SLAYDEN CONSTRUCTION INC.) ���•vC
STOCKPILE TRUCK TRAFFIC AREA06
0
C KEY
EXCAVATION CONTRACT
c ; JI
SLAYDEN CONSTRUCTION �C��/✓JV'
4 NORTHWEST DEMOLITION I I I I I I I I I
�� o TRAFFIC
��•J `� { i( � CONTROL
PLAN��.
8 85th Ave. 16580
01� PLAN SIT1999-00061 // Sheet Number
PT I
P
n
r •,/ t' a ,50. J 0 I 5
- If ! IIIIIIIIIIIIillllllllllll11-1p IIIITIIilillllflillillillll ' I1II1 ► llilllilll � llllll 1fI ' Illllllll
NOTICE: IF THE PRINT OR TYPE ON ANY '� I ilI I ` I I ' { I ` { ( I { I � I I � f I � I 1 � 1 ISI I � 1 1 � f I ( 1 { ( { ISI 111111 ISI 111 1 � 1 111 ISI ill
IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 4 7 $ { 10 11 _ 12
IT IS DUE TO THE QUALITY OF THE "� .a:: _
ORIGINAL DOCUMENT
E 6Z SZ LZ 8Z 5Z 'bZ EZ Z TZ OZ 6 � 8T LT 9T 5T � TTull 'irlillil
ZT iT T 6 8 L 8 9 � — £ Z T �►ai�w I a;
I I' 1111111111 11.111111111 lllllllllliillllllllllliilllilllliillil{ IIIIIIIIIIIIIIIIIIIIIIIIllllllllll llllii� 1lllll_l( LI11ll.11 U�J.11l l�L �{I!` II j •'
i
r�'
............
X/
QQNTROL POINTS iADISTURB
A E
ME
#1 N 641,640.687 E 7,620,547.792
BRASS CAP IN MONUMENT BOX
D
NW CORNER SECTION 13, T2S, R1W, W.M. HDR Engi,,eering, Inc.
(INTERSECTION OF SW 85TH AVENUE \t AND SW DURHAM ROAD) SLOPE
#2 N 638,997.705 E 7.620,474.416 !! i I ( � f - — ' 1
ALUMINUM DISK IN CONCRETZ PROVIDE K
CHECK S 4
SW CORNER OF THE NW QUARTER If -
EVERY 50 MAX UN IED SEWERAGE AGOW
SECTION 13, T2S, R1W, W.M. OF WASHOGM COUNTY
DtWATERI
su LIMP 0
TO
• COORDINATES BASED ON NAD 83/91 AS
i I / r1k \ I \� ' I
'I \ It
EXPRESSED IN US FEET. i It iN I
DURHAM
/7\
kpl
4
228 FACILITY
PHASE 3
EXCAVATION
SPECIEIC NOMI
DEV ING PROJECT
su� P
PUM
TO I'TCH AS
P:;
1. CUT SLOPE 1H IV X NN REQUIRED
62.15' 62.25' i Project Monoger
ID
2. SLOPE ON ACCESS ROADWAY 5H 1V
i 1 1 B. WUEY
CL 5
IN 0 SLOP S'LO�E D"Vbed
_J 1H 150.
Al 639999.99 FH T1q
V —%\E! 6 P. SUNDERLAND
I \1 56 ......... N 6,39875.54
E 7619976.48 7 k
19976.48
Drovm
EL 138.4T]
C S. KUHNS
.SPECInC NOTESo \ t
x 3
` \ \ IChocked
D. WELY
Project Number
C, PROVIDE TE)"PORARY CONSTRUCTION It \ I /\ J j '
FENCING AROUND FNTIRE EXCAVATION.
OW39-436-102
FENCING TO REMAIN AFTER COMPLETION 2fi)i AL Date
OF CONTRACT
4 14
-EDGE OF J_�4E 1999
O PROVIDE POWER SERVICE TO NEW CONTWLIDR
TRANSFORMER. SET NEW TEMPORARY STAG]NP YARD It PROI
POWER POLES. COORDINATE POWER SL E TO D
DROP W1 PGF_ POLE HEIGHT, SPACING '-WIN
AND NUMBER AS REQUIRED TO MAINTAIN
A MINIMUM CF 18' CLEARANCE FROM
o 639937.76
CABLE To FINISH GRADE NEC 230-24(!�
2 .71
(PGE SERVICE COORDINATION
INSTALL WEATHER PROOF (NEMA, 3R) 00
(D P Aly SU
48OV--240/12(7V TRANSFORMER METER
OUTLETS ON TRANSFORMER BASE. GROUND 0
BASE. PANEL BOARD. AND RECEPTACLE L (JI \ \ \
W EQUIPMENT PER NEC 250 I \
C; CROUTE FLEXIBLE 0 1
-ORD ON TOP OF
GRADE TO SUMP PUMPS (2) % CONTRACtOR THIS LINE IS ONE " WHEN
�-., y \ \ i STAGING D DRAWING IS FULL SIZE. F WT
i % ONE INCK SCALE ACCORDINGLY.
05 480Y/277V, 4-WIRE. 3-PHASE POWER FROM
'p, 17* 'PRAVEL N / '
MINI-POW-ER ZONE 11 www * x
WITH"40ETID- 0
30 IN FABRIC T`V-
+
B r
.3 Ln
100A I,- L �L 16 5.6 29
4-
L"_X I WE
CAS] I t �S` \f ~
25KVA A -MIN 2 SLOP �
125A
+
T208Y 120V 2
20A 20A 60A
I 2P 2P 2P 2P 11 t
�l ; \� , i ; f rl �\\ I I
HYDFi9SEED ALL
CL
SUMP SUMP SPARES TO BE D STURBW AREAS 0
PUMP PUMP
PROVIDED IDE OF\E)(CAVATION A
SQUARE D POWER ZONE, ExisnK
CUTLER-HAMMER MINI-POWER ZONE
( I E INC,
OR EQUAL 'AS/
I ' 4j�
\\ ��.q�
2 Q
w
L
-'A I AND PAY FOR GRADING PERMIT
Ji 06
.ON RACTOR WILL BE REQUIRED TO
FR*DM CITY OF TIGARD. OWNER WILL HAVE
SUBMITTED TO CITY FOR PLAN REVIEW
P)
\ - i --'' ' ` t \ 1 ii II z
QUARY OPALLS ON 1 0111
EL 163.00 ENTIRE/ACCESS
A \ I / .J '� �' - ``. -"� " � 1` t I I ' — ti RO�DWAY TO SW DIGES-TER
85TH AVE.
.......... COMPLEX -
MIN 2% SIOPE TYP
EXCAVATION
0 C;
A EXISTING W PLAN
115.00' CASING WELL
WA
...... CONTIN -TCY
UE COUNT] ES TO
p 1 t ` 1 +, 1 \ � '"'� _. » ES
AVE.
----------- ,-OWER POLES ot!��
........ SW
Sheet Number
It
PLAN 85th Ave. 16580
W o0
1 20'-0' SIT1999-00061 3
4 of 5
-1 1 J`TJ'FJ_'t FITI-1-f-I 11-1-11 11FI-111--lipf-111jill jyj I 11111 11111 1 Ill I I Jill I
NOTICE: IF THE PRINT OR TYPE ON ANY i �T
I � 1-- .1
__PLEAR AS THIS NOTICE, 101 1
IMAGE IS NOT AS 14
IT IS DUE TO THE QUALITY OF THE No.36
ORIGINAL DOCUMENT
3 9 T 6 8 L
Ililliill ���� ]111 IIIIIIlII11�11 ���� lill ���� Illl l ill. SIJ 11I 111 ILLS llll 1111 1111 1111 Ill ]III 1111 ���� iill ���� ��� Jill 'ULl 111.1. 11►1�1�11 J
)PE
OVERLAP PIASTIC SHEETING SEDIMENT
FENCE
10' B ;:URA WITH A
MINIMUM OF 5- GRAVEL,
TYPICAL TOP&-BBRBAH
SANDBAG . PR DOWN v ha�
PLACE SANDBAGS O 10' �I
'
INTERVALS. PROVIDE
CONn.NUOS HOLD DOWNS O ROPE
AUL JOINTS W/ 2°8 AND
D SANDBAGS O 3' ON CENTER HDR Engineering, Inc.
ENTIRE LENGTH OF JOINT —
GL 1 HYDROSEED ALL DITCHES
i
1 GROUND AREAS
u
U14FIED SEWERAGE
PPz _ WASHING CGti�
-
'IS
CONT:N000S PLASTIC SHEETING - I
to . SPAIe �� DURHAM
. . . . . . . . . . . . ACCE44 ROADWAY I^ U TO CCVER SLOFc 1L— "' .� 1
FACILITY
APRO MATE EXISTG GROUND. 2 2
tib4ob8a8 gggo:o%°%04 PHASE 3
�. 1� EXCAVATION
teaoo 160.00 OTHERWWIISEE USHOWNPROTECTEDLESS USING AES TO BE PROJECT
SIMILAR METHOD OF
. . . . . . . . . . . . / . . . . . '^� . . . . . . . . . .TION.•... NON W'04 N PROTECTION. SEE SPECS
r�
TYP GEOTEXFILE SECTION 04270
. . . . . . . . . . . . . �
EXCAVATION SLOPE PROTECTION t INTERCEPTOR DITCH B WILLEY
.� . . . . . . . . . . . .
ITS NTS - Orlgne0
P. SUNDERLAND
. . . . . . . . . DroiWl
. . . . . . SEE EaFIGT10 FOR . . . . . . . . . S. KUHNS
150.00 150.00
SLO 1M:1V
24^QUARRY RRY SPALUS ON
V. LNE1Y
. .. . ACCE4 Y MAX . B. PO1�3^bw
02
OQ-,y� DPt. �–
LM7MAL . . . . . . . 1 ° • m .> . °> —J1 ,%' 4 JUNE 1999 1
. . . . . . .
.TD . . . . . . . . . 2 ° "fir'
140.00 140.00 ° ° ° v� .p(9° R /'�_O
V� T 'N'W
G
Roar clEcX DAM
a . . . . . . . . . .
. . . . le-,GRAVEL, . . . . TOP OF DITCH
. . . . . .
24 MIN
. . . . . . . . . . SPILLWAY
. _ . . . . . . . . . . . . . . . . . 2 ° i5P
- . o o • rar_t oawo
1
. . . . . . . . . . . . . . . . . 11-0 o ° °Ps p P O 11•'
130.00 130.00 BOTTOM OF DITCH ° P ° °
0 O
o _
o °• UO oo P° p ° 4 '-
o ° ° 00600 THIS RA INE 5 ONE Nal NG 6 FULL SIZE. FWHEN
F.J
- STONE FILTER
ONEONE NCH. SCALE ACCORDNKY
SECTION 10'-0° MIN
B HORIZONTAL I" �- 50'-0- 3
VERTICAL 1• - 5-0, ROCK CHECK DAM STABALIZED CONSTRUCTION ENTRANCE ,�n
NTS - NTS
NOTES FOR SEDIMENT FENCES:
FILTER 1. THE FILTER FABRIC SHALL BE PURCHASED IN A
FABRIC CONTINUOUS ROLL CUR TO THE LENGTH OF THE HARRIER TO
ro AVOID USE OF JOINTS. WHEN JOINTS ME NECESSARY, FILTER
CLOTH SHAI. GE SPLICED TOGETHER ONLY AT A SUPPORT
2,X2, POST POST, WRIT A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS d
® MESH CHIP o II SECURELY FASTENED TO LOAF POST.
RAGS TYP 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW
V FILTER FABRIC THE CONTOURS WHERE FEASIBLE. THE FENCE POETS SECURELY BE
SPACED A MAXIMUM MI I FEET MART AND DRIVEN SECURELY
� o m tM0 THE GROUND A MINIMUM OF 24 INCHES. O OVERFLOW
Y) i•+ V� SPILLWAY
.6 —I — — — — — — — 3. THE FILTER FABRIC SKILL HAVE A MINIMUM m DCAL O' 10' MIN LENGTH
BURIAL OF 4 INCHES. ALL EXCAVATED MATERIAL FROM FILTER
r I B' MAX —I ( FABRIC N FABRIC FENCE INSTAL ATION, SHAU. BE BACKFILLED AND
-1 4- BELOW COMPACTED, ALONG THE ENTIRE DI:RURBED AREA
AREA BASIN u GRADE HAVE STANDARD
STITCHED LOO 3FFOOR�2"x2'POSSSHALL £
2*X2- WOOD POSTS INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE
STANDARD OR BETTER A UPHILL SIDE OF THE SLOPED AREA i
P SECTION AN%J
A OR EQUAL. ALTERNATE: _ 5. FILTER FABRIC 0 TAILS
S70`1- FENCE POSTS HAVEERVED THEIR USEEFUL PURPOSE, BUT REMOVED
mEN THY BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND
STARIUZED. .
3 PLAN SECTION A B. FILTER FABRIC FENCES SHAT BE INSPECTED BY
g I CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT 85th Ave. 16580
LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED SIT1999-00061 %
3� REPAIRS SH41 BE MME IMMEDIATELY.
CATCH BASIN 5 of 5
INLET PROTECTIONNTS
L 51 SEDIMENT FENCE DETAIL EMERGENCY SPILLWAY DETAIL Number
NTSHIS4
�f I I I f I I T I i I I I 1 I I 1 I T
NOTICE: IF THE PRINT OR TYPE ON ANY Ilr' Ill III III III III I � I II11111 IIIII 'TTII r�Tr1TTl-r" III r—�T-1TTI III Ili ' ; II III I � I I � I I I III I � I I �1 Irt r� r 111 f I III III 1 � 1 �1T1 r�l r� I�rll � l I � I I � I I � I I
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I 2` If 4f �I F)I I __$l �= ZUf Zlj ��Il '� �G�-�
IT IS DUE TO THE QUALITY OF THE No.38ys
ORIGINAL DOCUMENT
E 8Z SZ LZ I SZ t' L'ILALI
ZAm, Z8TI81TLTAT4 '11111,11
Iti '11111111
9 ; �lIllllull Ifulllll III161IIIIIIIIIIIILLII ILII ILII ILII Ilii 1111 ILII ILII Illllllllllullllll Illi �ll�ll1 u � I