16155 SW 85TH AVENUE APPROVE [) FOR
CITY nFr 'nc*., A14n
4—
_TI T L 9
A.LL SPACES MUST BE' ENDORSED
PPIOR TO APPRCVAL OF THESE PLANS
N
V10-RK5 L-r1T. 0 le
2S I PUBLM
P1_Ai4,:i:-:f, DL:13T, f? T:7
GUILD!NC r.,,rT.
co u r4 T, H �r7
CITY
+ 0 -R T,
5. TIGAr V1 A I r- E'l
GENCiIAL MI-CPHONEZ
Fence
W. NATURAL JAS n
r . . DATE
/,4 &Ifx . j �. — I
P0L
'A. 4 'r. R. 1%fCl. DATE
6
5e,e P� Redu
1V ��Ip ell �epoxy coared) 6 eT4
Vov/t oetai l -57La 1,,441 .
1111S5 )k 4"m_r Got
2 1
Af_r 60 7�9 VO 5 f47 5'0
54?ge &e 7a/1 c--,-7 v1-Al/ff
amack A a
I'A A66.50
",q 7t (ISO V,-
Ge,,7eeolh 60 or; cen7l-&v eXCL--p7'
a.`h1e0_5 0"C
149co?ollarls 7010 be 1*77CA-14ree I.-? the 7cleololo VON= j
-5ee de t,.71-1aohp -sheetR
1-o 7,2
Roc hwall 413 Z_Aw,751 too
Ar -5 7'-0 1,o-56,,50
4 A-1 eeduc e,--
IN,
ILI
A
A -5'A. AD I-, � ( See De fo;/ /YO� /
I
Id
epoxy I
coat-ed 5t4. 17026 N07,CS 1117less _f'r
/V
L7// 01pe 5,7,011 be 101d W.1YL17 -�rd-el' -JA I I o \
-57 5-111-0 0109
Cap w/ 1'17,0-a57" blOCA
5A7011 b& C/0-5_S -4C,�,,e,�,n
- - C147 5S 4 _fA747 extend /ale wa/k ( Sto D�20
.�_ge'a/a C e
Iq
_5feet beya,#-?& the oove,-i-e"71 edge . -5.740, "V
14 *'g"-7 a /,-7,F back YC; -5,A247 e C 1C_5_< 4 C 7e P'O ke_
PLAN ,
SCALE: 1' = 200
PLAN
SCALES = 20
7J-) --6:-__�--Tjme Clock
Cr.q11/017lZed
lei
hV"
3 L5 L
191
_ . ) i' ` Steel Ch4,717e.
L
C4 5,4
O " x 2'-O " x Ca
Am
Concrete Pod
0
YSTEM t'D PROFS
,EK/Stiff fm u
TIGARD HIGH SCHOOL IRRIGATION S
N
Ground y ound
cr 47 1
3"
C;
u -7,
PR JECT
6 POW,-,- to 7h ic
S I T E --v' #
i Ir I aeo' 6 v hers
1 Po w er 10
0 0/
VilTIME CLOCK MOUNTING DETAIL
l
VICINITY MAP NO SCALE
SCALE : 1 = 1600'
SHEET
G.M- At"PROVED Su,te 445- AGC Center
L)ESI(;NFI) 9450 S.W. Commerce Cirrie TIGARD SCHOOL DiSTRICT 23j ,
DEHAAS PLAN
Wilsonville, Oregon 97070
C.M. & WASHINGTON AND CLACKAMAS COUNTIES STA 0+00 to 28 +21 3
2
DRAWN
ssociates, Inc. (503) 682-2450
DATE NO. R E V I S 1 0 N S BY CHECKED 13137 S.W. PACIFIC HWY.
t,(jw,ji!j I rigineefs
DATE Res. 636-6195 TIGARD , OR. 97223 (503) 684 -2211 SCALE AS SHOWN DATE JULY 1984 FILE 84.426- 183
PER'.
TIN
11111111ij,11 Jill Jill 11 litiIIIIII)IIIIII .111111111i I Jill 11 Jill Itillililill
NOTE: 1F THIS MICROFILMED 2 3 4 5 6 7 i1b 1 12
DRAWING 15 LESS CLEAR THAN
THIS NOTICE;--17 IS DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING. 0C 6? 8z ILZ 9z S? fpLp C a zz Jz 0? 61 91 t1 91 5I t,I EI ZI 11 01 6 9 Z 9 2
oil ill 11 It'11111111111 1111111111jul 1 11111!"11161111114W. W111 I I Ill 11111
11111m itu fit
MARCH 30 1. 992
a�
36 " A 36' yalvanlzed steel, /ockin? 36 " ,r3� " 9ali0n/zed steel lock1179
lid / *raff/c loadIn9) w/G "+'G'' ljd (trafflc /oad1119)
pee K hole for read1n9 mete,*"
Fi a r top sec tion Fla ttOa Sec rlOn
( tra fflc /oadin9). _ (rraffic; loaMn9).
�. Roc'twe l l 91,2
Rockwell 912 Coupllnl 4 " Clayton Model
F/Gn9ed Coup!Iny 36 " G Adaptor w/anchor ,yo. 93 EG 41 ABCS 36"
4 "" F/. x M ✓. gate �, L)rni tS o f /um AG�;b for W/an<hor 0 5 tud5 or op'roved r
p O L irr►i t5 of lump Pressure eeducln Lim; t5 of lump
51 a 5 or opvroved Sum bid l tern. e4uo/ �' and solenoid g Sum bid item.
su/� bid iterrr. � e �. /
5, 5huto ff valve
a ,2 3U." (ener9lze to open)
a , I 24' 36" -- - -- _ / or approved e�uq/.
4 1.
4,. ,14 ✓ x Fl. Tee ( - - F/oW I l ' I I-�4 D. I./, - ! Flow
i 4 D ,
L_T_J
MiCrornefer Moir!/ih� f
Place pipe c/amts �" boy eke iYfe place p/pP clamp
aya�r5 t wall to L Pro,oe/%r Met�f- 'lode/ Na //�.pre ys urs vrou t as rewired. a a,n5 r �,�•a l/ to / Grou t- as re�u�red
1l/0 /NA /O-/ w/st�noovd 9 Masonr blocks Pressure ua e
9 anchor apins t thru5 t, CIO ,rete,$- regist��-I f-educe ,7 va/xe anchor a9a�•1.5 I- as re U red for as5e�nb, w/petcocks,
lZ" �ti�.✓. lon sleeve I 9 �
(typiea 11 or approved thru 5 t. typica/� 4 y .
I ir, 90/%.mss ora'qo/%res equal. /O2"diu. pipe ' 5 upc`�or t, 9rou t , r4" 9a/v pipe 60" U'�a. Morlho/e
~ Const "P. V. G. drain! to
-V,.,-7. os- o�prvYee section ( C 76, C/. Z7) above b/ocKS. w/screwed fl,ffin�s. Sec tion (AS TMC 4 7B)
!� ex1'.5 n9 catch bash, equal
k w � Prrssure �uvge
ry ,�/petc°_�s. - - -
osser,�b/
P01,rA-e0d ,n /act wj sc�-etti'ed 2` f74ir�ys. Poured /,17 Place
Or precast t-05e . or preca5 t base. cons t. 3"P V.G. dra to
Mosor�sy blocks os ex�s t,�9 c4tch basin .
DETAIL N o. I
gi-oUf oboe d/oc/rs.
S..i A 0+ 00
METIER VAULT (w/PR.V) PRESSURE REDUCING VAULT
Each are.'.g is J� of STS`,. 0+09 STA. 1+49
Tabulated total arf�a
✓ :rte;; �' • ,
//,vy/
• d
Tee Plugged Crosti 1Wye Plug or Cap
1=°MMISH 2 Ea 1 I/z" LIFTS OF
(Straddle Block per detail ) FINISH
Ir A.C. (CLASS "C" )
GRADE , ' GRADE I�� GHEEN No. 2o`�l Valve (3'l,
ExrSt.THIS AREA 6 "Z/ w/ Fema/e 77/7read (Ga/val7lZed)
COVERED UNDER 9r°un or approved ePal.
• / 1111-01111 A. C. PAVEMENT
Ao
l 3/4 \\\ //\W//\\i// % //\\\/1/
�r i;,•.�',,, ' GRAVEL BASE I REPLACEMENT ITEM,
NATIVE o IF REQUIRED z_�M I P T x 5o/vent weld adGptor
o i
A2 /� MATERIAL
' Bend Plugged Cross Tee
NOTES: COMPACTED m • o
1. Concrete thrust blocking to bF Tx= against disturbed earth. IN 6» LAYERS 3/4
Nd a� un � -
2. Keep concrete cleat )f joint and accessories. TO FINISH MECHA1111CALLY
3. If not shown on plans required bearing areas at fittiiiq sf,all be as indicated GRADE COMPACTED °
O
below, adjusted if necessary, to conform to the test pressure(s' a,,d allowable
soil bearing stress(es) stated in the special specifications.
I
sp u
4. Bearing areas and special blocking detafls shown on plans take precedence over I+ ''
3 "
bearing areas and blocking details shown an this standard detail. CP
lo36" min.
Tee,Wye, 90°Bend Tee - -- PIPE s PIPE -^-
Pitting Plug or lillugged Plugged ?,�' " 11"," ZONE ZONE
Size Cap gross A On �un 15°Ba,rrd bf-nd I Bend
1 2
((1) 1
GRAVEL BASE r . . �� GRAVEL BASE • r 4 M I P T 'r Solent weld adaptor.
dL
4 1.0 1.4 1,.9 1.4 1.0 �' , .
6 2. _ 3.0 4.3 3.0 i G i.o -_i 3/4 -0 3/4
8 3.8 •.3 7. ,.4 2.9 1 .s l,u t REGIAREO ONLY IN AREAS (RE0IARED ONLY IN AREAS
10 5.9 _ 8.4 11.8 8.4 4.6 2.4 1.2 OF ROCK EXCAVATION ) OF ROCK EXCAVATION ) GHEEN No 7225 Compression Coupler
12 8., 12.0 17.0 12.0 5.6 3.4 1.7
Wl Fema/e "hread (Epoxy coo ted)
14 11.5 16.3 23.0 16.3 4.t, Z. 3 p/' approved eQual
lE;M 15.0 21.3 30.0 21.3 1.E� 6. 3.0 / % • ".
18 _ 19.0 27.0___38.0127.0 4.�_-' 7.6 3.8 Cpup,'er Size. 6 [PS x .3
-20 23 ., 33 3 4720133.3_18. 9.41 4 7 CLASS I BACKFILL CLASS24 34.0 :� o �R.o46.0 26 1 . : - 4 BACKFILL
NOTE: ORALLY PLANTf� OR t,N11M1RAV
01110 AREAS) IOEI�.RALt.Y PED OR 6 " PV G . G `�Rlt PROFEs
Above bearing areas based on test pressure of 150 p.s.i. and an allowable soil bearings GRAWLED AREAE) C/055 /60 C/a55 /60 /1_0, NuiH�Ep J;�
stress of 2,000 prAtnds pFr square foot. Tr, erxnputc beas•in7 areas f%r different test
S
pressures and soil bearing stresses, use th-- fallowing equation: Bearing Area - (test. '' 10-
a ,
pressure/150)x(2000/soil bF!,srir,g stress)x(table value). r' d i►+tti:,,H
THRUST BLOCKING DETAILS TYPICAL COUPLING ASSEMBLY
RI,H ) Ue�P
9 _ _ - ---_-__-- - ------ --- -- __ A A Suite 445 AGC Centar SHEET
- -- - M. APPROVED ,Hv/�,
ESIGNED v 9450 S.W. Commerce Circle
D � TIGARD HIGH SCHOOL DETAILS 2
_ - _ Wilsonville, Oregon 91010
-- -- ---t - - M. M. 8. g
e U e o
��
. --- -- --- - - -- - -- -- - - - ocraeInc. IRRIGATION SYSTEM
DRAWN � r` C • C
- - 1
M: 1' 03) GR 2.2450
DATE NO. R E V I S 1 O N S BY CHECKED DATE B//o'¢ I ` `�« Hes. 63G-6195 nCALE AS SHOWNDATE JULY, 1984 FILE 84. 426. 183
..., ,. ,.. - _._, ....,""kap . ...w..,� , ♦ . ., ,.L.-.._;.� .,,,y ;i= %„D„� F,,. ,,,n,�„�gq�u, oil
=... .._.
1 Ilk 1,I 11i' 1'11 111 111 `rI� 111 ),� 1�I Iii' i j� 11 r)1 Y 111 11r 1j III 1T11 I111 X11 n I 1 1 1 I Il r i r t l ) I I
2 3 _ 4 - 8 d 7 8 9 0 II 12
NOTE: IF THIS MICROFILMED
DRAWING IS LESS CLEAR THAN I
THIS NOT 1Cf r T, IS DUE rO
INE QUALITY OF THE ORIGINAL
DRAWING. 0C 6Z 92 LZ 9? S2 f2 EZ ZZ 18 OZ 61 91 LI 91 SI I►I EI ZI 11 01 d O 1 9 S� �}► -1 't. it Z I`�•"'
.,•,-''.. rr'lli11111111111111111111u11111g111111111111IIINII1111NI1111111111tUt'11u11t11�N111N111111111111�1111111111111�11�1111HII111111N�711111111�,�41L11�11�111u111nnIn1111111InIIiIIIII11nIInI�1�lIIf�u111111111111I111111111nlhulilwlHWnlllulw�u�l�1111111111u1R��lhll) .
MARCH 30 19 92
FILE NO.
85th AVE. - 16155 STR. OPN. PERMIT
APPLICATION — STREET IMPRC MENT/EXCAVATION COPY TO:
4:SLUE)
WHITE)-FILE
ORDINALICE NO. 74-14 -INSP.
(INSTRUCTIONS ON SEPARATE SHEET) (YELL
OWI-OTHER AGENCY
���,,,---„,/// X(PINK) -APPLICANT
APPROVED p� APPLICATION NO.: ZZ- _
NOT APPROVED `I J CITY OF TIGARD, OREGON FEE AMT.: s—_ ,-S-4-9-40
S-4 9
PENDING FEE. PMT. 11 CITY HALL. RECEIPT NO.: —�-' �z
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY CE,— DATE 9 / 6 / d¢
PENDING AGENCY "OK” ❑ Application and Progress Record d
TNC
PFNDING INFORMATION L7 FUR STREET IMPROVEMENT/EXCAVATION MAY ASREQUIIREDOND �►,
x
ANNUAL L
PENDING VARIANCE ❑ EXPIRATION DATE: o�1C vG�1^
PERMIT NO.: l`�'( � DATE ISSUED: _ Cl / ��64 -T
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _a 6" Ductile _
Iron_..Lrriaati.4n_..Crossina AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT Tigard-School Dist. 23j 13137 S.W. Pacific Hwy. Tigard 97223 684-2211
NAME ADDRESS - --'_'___��_--_--- CITY -----PHONE
CONTRACTOR .Rich &. Assoc. Const. , Inc_. 18702 S.E. Richy Rd. Portland 97236 666-7994
NAME AD',RESS Suite 445-AGC Center CITY PHONE
PLANS BY-----De_.��� _ �4!:i� ,ItL�94 S.W. Commerce_ Circe Wi i l le Q707� 8G 2-245 _
NAME ADDRESS CIT PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _L,_374.00
-_.-_ - DOLLARS
(2) EXCAVATION DATA: XqMOFFICE USE:
STREET DESCRIPTION _ PROGRESS & INSPECTION STA i US
NAME SURFACE CUT CUT CUT MATERIAL INSTA-LED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
W. 85th Ave Asphalt 60' 24" 4' " D. I . pipe-60' OPE E7
-- P N
INSP C- -'
R TION
E --
Q
U
ESTIMATED STREET OPENING DATE: 8 / 27 / 84 _ S
ESTIMATED STREET CLOSING DATE: 9Z7 / 84 T
/ —�
--- E
D
(3) SECURITY NO. '6 3 !j _ SECURITY AMT.: $ ^^1__ �14, STREET
CLOSED
SURETY CO.: Qrtc Q�-A`� w�Obl�G =hti C.o• FINAL
CIR IIFIED CHECK U _CASH U_ SONDX_ INSPEC.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
FEATURES; EXCAVATI&"-%06*►= N AND EXTENT.
SEE ATTACHED PLAN 1 � `1 s � c
—
1 I 1 I
NOTE THE CITY OF TIGARD DOE• NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT OF-WAV JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON.
THE APPLICANT AGREES 'rO DEPOSIT THE REQUIRED SECURITIES, TO COMPI Y WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEFS AGAINST ANY INIVRY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS-
APPLICANTS SIGNATURE '.A- / `�� � DATE
r
CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97225
RECEIPT p6
DATE:._ ` �.�_
AMOUNTS
( 4 -
NA5M :: _ c�Q CASH: r
ADDRESS:_ _ C• �
-__ — M.O.:
•OF
FOR: ACCT. • PERMITS SURCHARGE AMOUNT
SEWER BILLINGS 40-364 __ $
BUSINESS LICENSE 05-331
PLUMBING PERMIT 05-332 $
MECHANICAL PERMIT 05-332 — —
BUILDING PERMIT 05-333
SEWER CONNECTION 40-363
SEWER INSPECTION 40-365
SYSTEM DEV.CHARGE 25•-366
PARK DEV CHARGE #1 30-367
PARK DEV. CHARGE #2 30-368
ZONING ADJUSTMENTS 05-362
TOTALS
RECEIVED BY.
PERMIT NUMSERS ASSIONED:
Number Amount Number Amount Number Amount
-- - s S-- ---- 2022. 3
AFCEIPT •
JE HAAS &� 95 Suite 445 - AGC Center
9450 S.W. Commerce Circle
61 62 . Wilsonville, Oregon 97070
19S' .197 s s o c i a t e s, Inc. (503)882-2460
Hz Consulting Engineers & Surveyors
September 5, 1984
Mr . ,john Hagman
City of Tigard
P.O. Box 23397
Tigard , Oregon 97223
Dear John:
Enclosed is a Street improvement/ Excavation Application with our
estimate of construction costs within the Right-of-Way of S.W.
85th Avenue for the Tigard High School Ir-igation System
Improvement project.
The surety bond in the amount of $1,374.00 and permit fee in the
amount of $54.96 are attached to the permit.
Three sets of plans are attached including one set which has been
circulated and initialed by the appropriate utility companies.
Sincerely,
Gary Myzak
GM/skd
Enclosures
cc: 84 . 426 . 183
Jan Hisetote
Q OREGON AUTOMOBILE INSURANCE COMPANY
HOME OFFICE . PORTLANO,08E00N 97207
Bond No. SB 39191
Premium: $30.00
KNCW CLL MEN BY THESE PRESENTS: That we, WASHINGTON & CLACKAMAS COUNTY
SCHOOL DISTRICT N 23JT as Principal, and the OREGON AUTOMOBILE
iSURANCY—rdPAP, a corporation of the State of Oregon, lawfully doing the
business of Surety in the State of Oregon, as Surety, are held and firmly bound
unto CITY OF TIGARD, OREGON, as Obligee, in the sum of ------------------------------
One Thousand three hundred seventy four and No/100�Dollat$ 1,374.00--------),
or which sum well and truly to be paid, wein ourselves,urselves, ouur Heirs, executors,
administrators, successors and assigns, firmly by these presents.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this 28th
day of August , 1984 THE CONDITIONS OF THIS OFLIGATION ARE SUCH, That WHEREAS, the above bounden
Principal is desirous of obta,ning a permit in accordance with Ordinance No. 74-14
of the City of Tigard, Oregon for construction in a public right-of-way, to wiL;—
S.W. 85th Street, Tigard, Oregon in conjunction with Tigard Senior High School
irrigation System TmP .
or t e per od beginning t e _ ay o
NOW, THEREFORE, if the said Principal shall, during the continuance of the
term for which said permit shall be granted, faithfully observe and honestly comply
with the provisions of said permit and restore said right-of-way to good or better
condition as existed prior to said construction,, then this obligation shall be void
and of no effect, but otherwise to remain in full force and effect.
THE AGGREGATE LIABILITY OF THE SURETY HEREUNDER shall in no even: exceed the
pentaly of the bond as rtatcd above. The surety may cancel this bond by giving 10
days written notice to the Obligee, the Surety, however, will remain liable for any
default occurring during the period up to the expiration of said 1C days notice.
Washington & Clackamas Counlrt Schpol District #23JT
Princ pa
OREGON AUTOMOBILE INSURANCE COMPANY
omas W. Morehouseorne -Tn fact
1
r
�J TY OF TIGARD - RIGHT-OF-WAY nERMIT
�i �>'art
lee?
/-9p 7-V
eo�