8200 SW ROSS STREET-1 .ai
ADDRESS:
iArecords\microfIrn\targets\huilding.doc
INSPECTION NOTICE
aty or Tigard Building Department
13125 Be Will Bled. Tigard, Oregon 97223
Inspection Lina (her-O-Phone)s 639-4175 Bosineee Picone: 639-4171
Inspections— ---— _--
Footing Plbg. Usderslab Hoch. Roi,gh-in Appr/Sdwlk
Found. Plbg. Top Out Gas Lina FINAL:
Post/Beam Struct. San. llewor Framing -Bldg.
Post/Beam Hoch. Rain Drain Innulation --Plumb.
Plbg. Underfloor Walter Litre gyp. Ed. -Hoch.
Date Requwsteds— Cf- I Time: q AM __PK
Address:-;w `_ Permit fit_
Builder-: t
THE FOLLONING OORASCTIONO ARE MQUIREDt
InapectOrt Daae:
(- �APPRDVRD �_ DIS%PPROVP.0 APPROVED SOL72CTTTo ABOVE
_Call For Reinsp.
.:
APPLICATION STREET iMPROVEMENT/EXCAVATION ' coPY TO.
F� I (WHITE)-FILE
}�
ORDINANCE NO. 74-14 1 ,J(YF_LLOW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET} (PINK)-OTHER AGENCYbldg.
( �� (BLUE)-APPLICANT
APPROVED L1.9 APPLICATION NO.:
NOT APPROVED (] CI I'Y OF TIGARD, OREGON FEC AMT.. S
CITY HALL. RECEIPT 93�- 24M 13
PENDING FEE. PMT. [] 9' �3 � 93
PENDING SECURITY ❑ PUBLIC WORKS,7EPARTMENT By _ _ DATE—J_ _ _
PENDING AGENCY "OK" (] application and ProgTcss Record MAINTENANCE BOND S --
FOR STREET IMPROVEMENT/EXCAVATION AS REOU1RFD
PENDING INFORMATION ❑ '1 ANNUAL
PENDING VARIANCC ❑ -Y EXPIRATI N AT!1.. v —
PERMIT NO.: S-7Z �`I DATE ISSUr.D L�-1..-31 93 LLLBY
--__---_._ __---------._-.___ , i_SUlLUl! side(sanitary) sewer
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL
s4cvire — `�u__ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT Rick & Gail Hoven 15233 S.W. 81st Ave. 'Tigard-OR 97224 — 639-1259
NAME ADDRESS CITY PHONE
CONTRACTOR John E. Frank Contractor. 20625 SW Clarion St. Aloha, OR 97006 642-3306
N—N A M N —"-- q' '�"— C I T Y
PLANS BY _ per City Standards & Specifications -- 1XW8M
NAMEAbD 6 — CITY PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 1 '7).00
L101.I.A RS
(2) EXCAVATION DATA:
FOR OF ICE MIN.
0.04 XS � •� - s—�•� _
STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY
_. -_ __— STREET `-- -- -
PENED
-_� RGS a ST. ;; I I __— INSPEC-
R TION
` - - E
Q
E
ESTIMATED STREET 'OPENING DATE:- _ /. _ ___.L______. __ S
ESTIMATED STREET CLOYING DATE:
-- .1 i 000.00 T - :,T R F E T
(3) SECURITY NO. ----- SECURITY AMT S, L-LOSED
SURETY CO.: FINAL•
6F� cHECH � CASH ❑ DON D —
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL --� SPECIAL PROVISIONS i CONDITIONS.
FEATURES; EXCAVATION LOCATION AND EXTENT. N
- (See Attached)
'URS - _ _ r .. _ _ _ _ _ �� 1♦ _ --_
ROSS STREET 1 — —--
-----k rrcJrk area
I
I � 1
7TE. 6200 I.W. Boas St I � 1 —_----_--- —
(S) NOTE THE CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON
Ii THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT Lf-WS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONGUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
� ) II
APPLICANTS SIGNATURE {} - L DATE —1—
i'
Special Corid itions/Provisions:
1. All work shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Detail Drawings (U.S.A # 300, 350, 360, and Tigard # S-2)
applicable hereto.
2. Notify City Inspector Letha Thomas(#639-4171) 24 hours before starting any work.
3. The attached Traffic Control General Requirements applicable hereto. Also,
access-to and egress-from parcels of land adjacent to the work area shall be
maintained at all times. Pedestrian safety shall be provided for by the contractor
at all times.
4. Removal/replacement work and damago repair work shall be promptly initiated and
completed to the City's satisfaction No work shall be considered complete until
it is accepted by the City. The City reserves the right to cause testing and
cF,.rtification of work or repairs to be performed, to the Cit�"s satisfaction, at
permittee's expense.
5. Erosion control shall be provided for by the con+rnctor.
6. ORS 757.541-571 applies (pri-notification for location of underground facilities,
etc.).
7. A Sanitary sewer connection permit is required to be obtained from the City's
Building Division before connecting to the City's sanitary sewer system.
d'yapoc+Anrc�
i I
i
.3Of
eeec
0 tn
0 m
N N d r
Io 681 068
-- £b£SI D y9bS IL ZIGL
6BZS1 m T06t ►=
I zSI 91ZS1 �n in N rZ6L b£6L
£ZZS1 z 0£z61
,
Lis In d Lb6L 996E
N
m 0 - � SbZ61 J ZS£6I 81b61
a + - t9zS1 NOlsiinHI 'M'S 8G6t
rn g 066L
01 m N N V rn to 9 ci 6 L
Il N
ITID
N w m - 10 8\�� �0
d
9 N rn rn 0 L
40 9�.rri S if+ t-v i(1 -
I Cj oLZ51 as N01N3� 'M'S
I ti m
I bSZSI 0 N d M at d
to tn in
-
z£z51 0 d
0 N d
co
t>D p O N 1 Q �f IT d d 0
N O 1 L S 1 M ,(1 U i[1 LL•f 47
I a; Ql I tun) -
+ r }
S I
961 r.1 I n_ rn r` m fn N v C
�- N d d a a
I n !1 J I b L 161 r� U-) r vi th �, �n c
LL
rn ZCO
CD 0 ) )3 Q Z 9I S I O 59161 e' ren rN- m y u
CID I G b 1 8 (11 Z d � n n c
Q C£ISI w £bIG1
YI 060sl PUZ8 M'$
d 11 51 17,1 51 '��
b60S 1 8 L£61 '000-
• I N 6eE61 � •r
(!) 68061 951CO
0 I 't d N
6£
21051 Il L9ES1
_ E9091 b££61 6928
I S L Z 8 Cr I 05051
s
m — 9£051 3:
1b051 ZG£SI drp, L8Z8
1 o1E51 F /OF
91051 Ui 6206 •�, s ` g
oz£8 'bF9
1 , I 68F8
M h zgea
_\ Jb£8 (!1 • ob£8 J aL
Z 09£A I I _ FObg
� �� �� •. l I l,! 6Zb8 84
LbbB 3
aY 6968 vi
Iv68
COD
w S J�d M H -
--
I I0
I ,�I
I0
S I 1
T10N 12 TR i V W M. � 1
SNI COUNTY OREGON
ALE I"= 1001 CANCELLED TAW
-�'------- i301,2r'0,100,1100,1
E MAP �
I 128 z
SES N.
43
40'
115 41 .10. Y 5 7.,.7
TI
00
2ee•4143•E W fZ84c, 8
x 1
9Ac. Z
1.a 150,00
N 11 Meq•46'6A'E
` 1270019-0-012 265Ac.„f 0
Im
0096.0400 12300 � � 2.4c ; 23Ac. N
/
�
0
0 2 a I °� ��✓�
00
N 69.02'16'w
100 90 61.54 1
A
O
_0Y PLAT) ^ - STREET
��-- v N.W.COpNER J
52137 69-32177 0�� JLOT 5,0000 ACRES /J
109' - f
32.11 �^^ 22f,.40 80.12 S29^40'25'W 32611
.56 X o
^ M e 301 5
± (C.S. 16257) . .90Ac. — —
\ )) e w
'I r'. rl r �J N n 400 -- �• 1
L Y
109 m • .0/Ac. 37(179' Z
4m
^ 25.02
7 — 18o
402 175 403
56Ac. .67Ac SEE MAP
to 2S 112CA
5015 6
g t i AL 401
OPAc.
N poi 43'30'E 226 15160 330 9' 150.91
IR
50 50 S5 59,82 5 ) 55 60' 82 97 51.18
8900 N ep^4e 9100 9200 V 9300 9400 9500 9600 9700a
9000 n `' r, J4
103 104 105 0 1106 h;, ” 107 _ 108 8 109 R 110
t N n , S
7ta v a tt F•10 iiN1s0 3 ,10
60 50' 55 70.90 OFp JJ I
ti� �6e 9E300
DRIVE°w 112 °
J; Flo Jo Ar O 91.60
55617 79 77 80 24 74.71 J� �' --II511'700 7600 ^ 7500 atia 1 4 00 11300 aLti c 9900
f11 ' l r I13 N
.,
IiJ
2�
I
_BUILDING SEWER PIPE, SIZE AS SPECIFIED
\� PLANT FABRICATED TEE FITTING
0+1 SEWERS 18" ANO SMALLER. BACKFILL 2 X 4
FIELD TAP ON EXISTING SEWERS AGAINST' PWG TO
AND NEW SEWERS LARGER THAN I PREVENT PLUG
THAN 18" I 13LOWoIFF 0 SECURE
2x4 IN PLACE WITH
MNN /TRENCH BACK!-iLL.
SEWER
OR LATERAL
PLAN
C I
EXTEND AT LEAST
GROUND I12"ArfOVE. SURF,�E
suRr-ncE
MINIMUM SLOM FOR ?
G" PIPE= 0.010, FOR
4"PIPE= 0.020. ----_19JMCE CONNECTION
MARKER :
MAGNETIC TAPE—
GREEN w/BLACK LETTERS (WASTEWAT[R)
GREEN w/BU%C K LETTERS (STORM DRAM)
r
r.- 3/4"-0 PIPE ZONE NATERIAL
�a,� • r A3 SPECIFIED
SUPPORT TEE. 'WITH
BEDDING GRAVEL,,
wm"UM 7,0" %l1w. Sl DE
Qll I L D I N5 EWE R
Uf I
un1 n.d s.vr.rw�N AQe�cr I
Of We*41,ngtun Ca_we7
UWg. No. 300
r �
i
PVC SADDLE (TEE)
STRAP RETAINER RIOGES I 1
= I 1 -- -RUBBER GASKET
SEWER PIPE
r
STA'�'!E$S STEEL STRAP
PVC SADDLE SHALL 13E ASTM 3034 SDR 35
PVC COMPOUNDS SHALL BE ASTM D1784 W1TN CELL CLASS OF 12451-6/C
OR 12364-C
CALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F4TT
Y STAINLESS STEEL BANDS SHALL. BE 300 SERIES- FULL 9/16" WIDTH BAND,
5/16' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED,
CARBON STEEL.
INSERTION HOLE SHALL BE CORE DRILLED.
PVC GASKETED u
ntfled
SADDLEUfA sinverage
DRAWING NO. 350 8grricy
tiIoTp- ; vin Lil(ize ,
COMPLETE RU(3E3ER SLEEVE (ASTM'C- x431
INCLUDES A MOLOCO SEGMENT THAT HODS
IT IN PLACE.
2. STAINLESS STEEL BAND t9/ 16" SERIES 3001
r �NSECURES UPPER HALF OF RUBBER SLEEVE TC ;HE
PVC HUB.
3, PVC HUB (ASTM 3034 SDR 35)
DRIVE INTO CENTER OF RUBBER
SLEEVE AFTER SLEEVE IS PLACEO
IN HOLE.
2
CONCRETE PIPE
11�1Z1_T�ll/l/T��
NOTE, ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED.
I NSER.TA -- TEE sewerage ur
ages
DRAWING NO. 350
t�,'Ite Lt�
I r((N. 3 A C Irl ?_ LiF"T:� --
STREET AREAS OUT OF STREET AREAS
aacAl* ClJr
EXl57I NG Ir
SECTION
RESURFACING
°-: �• / / CLASS
OACKFlLL
CLdS3 B
.3/4 !-0 GRANULAR _ • U
i
OACKFft.L 0 ° •• ' tL
• Q
�-�v
A •o y
T Q• Q i wO n
C� I 4 •Q 4
O
C7
T T �o• - a C • �
i'!/'E BASS
_B.,CKFILL INST)7Lr* AREAS
L IFs/#13 AGAINST CURB, FILL ROC;% TO
BACK OF 3/W
2.11'3/W 13 NOT AGAINST CURD, FILL ROCK
2'BACK FROM CURB
P'E'E BEDDING AND
CITYOFT[67ARD BAC_;_<>;ILL DETAILS
OREGON hESIGN (3Y � ,r PMOVEp 13y ore, .IN 6Y
►CG 1 - ----- G,A Rel
X E DATE=-- DRAWING NU.
NT5
TRAFFIC CONTROL
GENERAL REQUIREDIENTS
1 . The City' s ' standard specification for traffic control is
"Manual on Uniform Traffic Control Devices for Streets and
Highways", U.S . Department of Transportation, F.H.A. , 1988 Ed.
2 . Traffic control shall be provided for, as illustrated, at ail
time during work prosecution. No work shall be permitted(in 4�e. -once
during the hours of darkness, nor between darkness to 8 :30
a .m. , nor 4 :30 p.m. to darkness .
3 . Traffic control devices, flagpersons (etc . ) shall be in__nlace
prior to initiation of construction work and shall, at all
times, be effectively maintained.
4 . The roadway shall not be closed to through traffic. The
contractor shall notify emergency services (fine, police,
etc . ) , School District, and Tri-Met 72 hours (minimum) prior
to initiation of construction work. Advance warning of
imminent traffic disruption shall be provided to the general
motoring public by placement of an advance notification sign
at each end of the construction area 72 hour;, (minimum) before
initiation of construction work.
5 . The City Inspector shall be notified 24 hours prior to
initiation of work (# 639-4171) .
6 . The work area shall be maintained in a clean condition, free
from obstructions and hazards . Effective erosion control
measures shall be provided for.
7 . A temporary hard-surface patch shall be placed on all trenches
within the roadway at the end of each days work.
B . Minimum travel-lane width shall be twolve (121 ) feet;
pedestrian travel shall also be provided for.
9 . The City reserves the right to restrict construction
activities during holidays and periods of high traffic levels,
The City reserves the right to add to or modify these
requirements as may be necessary to endeavor to more
effectively control traffic and to assure public safety; such
action shall not relieve the contractor of responsibility.
dj/engdoc\meeterx\tcgr.mst
ti
ROAD coNSMUCT01APEAD O I
GENERAL NOTES
NK
1. TRAFFIC SIGNS TO BE 48" X 48"
ONE UNE p i i BLACK ON ORANGE.
n0/.D AWAO
M10-4
2. NO ROAD CLOSURES.
/Lu rt
ACOCR A1,CAD O I
M10-)A
100 I
THE CITY'S STANDARD SPECIFICATION
FOR TRAFFIC CONTROL IS "MANUAL
r ^ I ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS",
� I U.S. DEPT. OF TRANSPORTATION,
LIN, F.H.A., 1988 EDITION.
,Y 4. ACTUAL SIGN PLACEMENT'TO BE
ADJUSTED IN FIELD. DO NOT REDUCE
lo BELOW MINIMUMS WITHOUT CITY
ag, APPRO,'AL.
° 5. THE CITY RESERVES THE RIGHT TO ADD TO
OR MODIFY TRAFFIC CONTROL REQUIREMENTS
I AS MAY BE NECESSARY TO EFFECTIVELY
I CONTROL TRAFFIC AND TO ASSURE PUBLIC
" SAFETY.
I O rlAOV.t AWAD
K70-7A
I K _LEGEND
I p c«E Lmr U TRAFFIC SIGN
ROAD MfA0
,o. W2Q-4 12 CONSTRUCTION ZONE
411
10TRAFFIC CONES OR
p 1 noAD ca+3TRucncw APPROPRIATE DELINEATION
N+EAD DEVICE.
TRAFFIC CONTROL
_ TYPICAL DETAIL _
� DESIGN O1' � APPROVED BY DRAWN 8Y
CITY OF TIGARD CAB
OREGON SCALE DATE,fDRAWINC.NO.
N.T.S. 4-6-92
CITY OF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT
13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171
70.5-
(-TTY nF TIGARD PFu-ir-T OF PAYMFNT R,*'Cr-Ir,l' No. a93-•2-4070 5
CHECK AMOUNT a 33ffi. 00
NAME a MbGAN, AMOUNT 0. 00
ADDRESE-i a I5."'33 SW 8J ST V'AYMf--NT BATF 0 5 8 9 3
SUM)IVT S I(IN
I TGAIRD, 014 72 P 4
PURPOSE OF PA'Y'PlFr\IT AMOUNT PAI D PURPOSE OF PAYMENI" Atyll)i..)NT PO 11)
9 FwF.w*-ci 16,4 ------- ---- 3010. 00 SEWER TNc,;r.,FF'.T SFr. 00
SEWER CONNEMON PERM11'
sw ROSS
TOO Ar.. AMOUNT Pnll) 3,3 i. 00