8995 SW NORTH DAKOTA STREET-1 rry
FILE NO. 499-93
NORTH DAKOTA ST - 8995 STR OPN PERMIT ` " "
.DEF'INE:entrct=case->eng definition incorrect
ENGINEERING PERMIT
PERMIT #. . . . . . . : ENG92-0042 DATE ISSUED: 06/18/92 By:
PRIM. PERMIT # . : ENG92-0042 PARCEL: 1S135DA-04000
SITE ADDRESS . . . : 08995 SW NORTH DAKOTA ST ZONING: R-4 .5
SUBDIVISION. . . . : GRAHAM ACRES
BLOCK. . . . . . . LOT. . . . . . . . . . . . . :22
----- ---------- ---------------IMPROVEMENTS :----QUANT RATE VALUE
PERMIT TYPE. . : SOP
AGREEMENT DATE: / / GRAD/EROS
ASSURANCE EXPIRATION--- STREET
PERFORMANCE: / / SAN SEW
MAINTENANCE: / / STM SEW
UTILITIES
ALL OTHER
TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$
Remarks: STREET OPENING, TO INSTALL A SANITARY SEWER LATERAL AND TO TAP THE SAN.
SEWER MAINLINE (IN N.DAKOTA STREET/90 TH INTERSECTION) .
---------------- FEES --------------
Permittee:
STRAUSS EXCAVATION, INC. type amount by date recpt
24175 S.W. DAVIS STREET OPEN $ 24 .00 JSH 06/18/92 228701
HILLSBORO OR 97123
Phone #: (503) 649-8119
Engineer :
ENGINEER NOT ON FILE $ 24 .00 TOTAL
Phone #:
------- REQUIRED INSPECTIONS -------
Permittee/Agent SignaLuze: --STORM SEWER-- -----STREET ----
M.H . & C.B. CRB LINE & GRADE
PIPE LN & GRD S'IBGRADE
BCKFLL & CMPCT BASE ROCK
AIR & TV TEST LEVEL COURSE
City of Tigard, Oregon WEARING COURSE
13125 S .W. Hall Blvd. ---SAN. SEWER--- TR:1FF & PED CONT
P.O. Box 23397 M.H. & C.O. MONUMENTATION
Tigard, Oregon 9722.3 PIPE LN & GRO STREET.LIGHTING
Phone #: 639-4111 BCKFLL & CMPCT WALK/APRON/RAMP
AIR & TV TEST
FOR INSPECTION, CONTACT: ----GRADING-------
Carl Vieweg #639-4171 (office) •--REPR' S/ADJ,S-- CONTOURS
#780-2647 (n.obile) DRAINAGE
-----PATHWAYS---- EROSION CNTL.
CITY OF' lac- URD
ExpF iltm, RD�U T
•Thies farm is a multi-usg form. Appropriate receipts nest be attached. Do=rventatior,
inportant for all purposes. Staple docm-entati.on to form.
VINDOR NO.: _ DATE:
PAYABIX TO: �J t r E L v��i S.+n c . _ REQUESTED BY: ,
°1�l►Z"3 * Approved requIt e was,
10:00 AM to A/P or checks by
�-- Priday.
i MTSCELT ANDDJS EM"IPNDI'T[k7]E;�:
Date Description, Invoioe No., etc. Aunt No. Amount
10b j ot�r
ce- 4,1
n` r�
TOTAL
Mileage $0.255 _
APPROPRIMON E3AUNCr: _ AS OF: SIGNATURE:
(Up to $25.00) Section mlmger. Punch. Agent - -
($25.01-2,500.00) Division Manager
($2,500.01-7,5oo.00) Dept. Head
($7,500.01--15,000.00) City lldmi_ni_strator ' y`
($15,000-01- ?) IcCal C,ontxact Review E30ard
t_
��1501F T
APPLICA PION - STREET iMPRG -MENT/EXCAVATION COPY TO-
KI (WHITE)-FILE
ORDINANCE NO. 74-14 QI (YELLOW)-INSP.
TINS T RUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY -bid
(BLUE)-APPLICANT
APPROVED IA APPLICATION NO.: —�
NOT APPROVED ❑ CITY OF fIGARD, OREGON FEE AMT.: S- 24.00
PENDING FEE, PMT. ❑ CIfY (TALL RECEIPwp
.! 9z�ZZg7(9/ �
PENDING SECURITY 11 PUBLIC WORKS DEPARTMENT BY ��
b — — — — — — — — -
DATE /
PENDING AGENCY 'OK'' ❑ Apph(.i ion and I'rogress Record
ING INFORMATION E] MAINTENANCE BOND
PEND
FOR STREET IMPROVEMENT/EXC�.VATION As f7FOU1REC c,
ANNUAL
PENDING VARIANCE ❑ EXPIRATION DATE: _
•�pE�.w
PERMIT NO.: _---�'q9.-""_��-.•--- _ DATE ISSUED: �'_-L�`�--� - �Z'--- BY:
(1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL __.__—___SANITA Y SIEWER PGANHOLE TAP_—_-- --_
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT _STRAUS EXCAVATION, JON. 24175 SW DAVIS STREET, HILLSBORO, OR 97123 649-8119
NAME ADDRESS CITY PHONE
CONTRACTOR-(sem) _
NAME - - - A DDR ESS CI---T�- ��- PHONE
PLANS BY PER CITY STANDARDS & ; PEX:IFICAI'ICONS
NAME ADDRESS -�- CITYESTIMATED IMPROVEMENT IMPROVEMENT TOTAL VALUATION ( COST): $ 600.00
DOLLAR!
FOR OFFICE, -_ -- CMIN
(2) EXCAVATION DATA: 0.04 X S td--'(X) -= S .-24.00
STREET DESCRIPTION PROGRESS _8c INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM a QUANTITY _
,21JL E I _DAFQT set 3ttach C.R. & A.C. STREET � ''11
=F-12
�"� 'JZ 1YlL`OD v Z? S4
C-
R TION v �44 I ie�VJQv L•
E
Q
— U
ESTIMA'i E ED STREET OPENING DATE. / / g
ESTIMATED STREET CLOSING DATE: —. / / TE — �s
-- - ----- ------ - —=_--. D
W 600.00 STREET
(3) SECURITY NO. - SECURITY AMT.: S rFN
D
SURETY CO.: � AcHEt CAlH ❑ BOND ," .(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL PROVISIONS/CONDITIONS.
FEATURES; EXCAVATION LOCATION AND EXTENT. y City Inspector Carl Vieweg
W)RK AREA Z+ at 639-4171, hrs before
LW I SITE: 8995 SW I � I starting work.
North Dakota S
I2.All rk Shall con orm Eo CITY
Standards 8 Specifications.-____
CURB - ♦ ..
MH - - 3.ORS 757.541-.571 appli3s RE:
- --- - ----- -- _-- h_ utility Co.'s prenott ication etc.)
I Aj - - 4. Aaffic control must be provided
cn I _ for by the contractor.
( ( I Itl I
5.A hard surface patch is required
at the end of each days work.
(5) NOTE THE CITY OF TIGARO DOES NOT, HEREBY. GRANT PERMISSION TO APPLICANTS TO CONDUCTWORK WHERE.
RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGOM
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANO
EMPLOYEES AGAINST ANY INJURY OP. DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPL ICANTS SIGNATURE .Ltl! 0 DATE (• �— a l
APPLICATION - STREET M-PRO 4ENT/EXCAVATION COPY TO:
EI
WHITE)-FILE
ORDINA t.E NO. 74.14 (YELLOW)-INSP.
(PINK)-OTHER AGENCY -bldg
(INSTRUCTIONS ON SEPARATE SHEET) (BLUE)-APPLICANT
APPR01.ED A APPLICATION NO.:
NOT APPROVED Li CITY OF TIGARD, OREGON FEC AMT, = 24.00
PENDING FEE. PMT. ❑ CITY HALL RECEIP 9?—ZZ!9
PENDINGGECURITY ❑ PUBL IC WORKS DEPA R TMEN T By _ DATE_w_ 1 / `IZ_
PENDING AGENCY "OK" ❑ Application and Progress Record
MAINTENANCE BOND M
PENDING INFORMATION C7 FOR STREET IMPROVEMENT/EXCAVATION AS REaiii"ID
ANNUAL L`
PENDING VA,'tIANCE ❑ EXPIRA I DATE: ---
PERMIT NO.: _4"=74-_ DATE ISSUED: BY: L --
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL SANIT__ SEWFR #- HOLE TAP
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT STRAUS EXCAVATION, INC. 24175 SW DAVIS STREET, HILLSBORO, OR 97123 649-8119
NAME -- - - -- AODRESfITy------ -----PHONE- -
CONTRACTOR (_'`La_1P ) -----__-- _. -- ----
NAME ADDREf4— —� ITT/ PHONE
PLANS BYPER CITY STANDARDS & SPECIFICATIONS
---�----NAME ADDRESS TV �FIONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 600.00 _
�DOLLARf _ _
FOR OFFICA UE — MIN.
(2) EXCAVATION DATA: 0.04 X t 003.00 _ s _24 00
STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CU's CUT —CIJT MATERIAL INSTALLED ITEM DA'I-E -fEMARKS/TYPE BY
_ TYPE LENGTH WIDTH DEPTH ITEM R QUANTITY _
—� STREET
Rte& A.C. ------ PEN D — —
INSPEC-
R TION
Q
_ E
ESTIMATED STREET OPENING DATE:
ESTIMATED STREET CLOSING DATE: E
D
STR
(3) SECURITY NO. _—_ _ SECURITY AMT: S _-600• —_ CLOSET
SURETY CO.: FINAL
_- - INSPEC. C u1V
CHEC.h r (.ASN BOND -
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
FEATURES: EXCAVATION LOCATION AND EXTENT. 1.Notify City Insctor Carl Vieweg
WORK AREA z� pe
at 639-4171, 24 hrs before
I I SITE: 8995 SW i I I starting work.
( I North Dakota St
I I , I 2.All work shall conform to City-
Standards & Specifications.
CURB - - - - - - - - - - _ 1► - - - ♦ _ _ - —
Ir. ® MH 3.ORS 757.541-.571 applies (RE:
— -- - - --- utility Co. 's prenotification etc. )
Ile. --
4.Traffic control must be provider.?
for by the contractor.
I , I
1 1 I ) I I _ 5.A hard surface patch is required
at the end of ep.ch days work.
1
(5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APhL..CANTS TO CONDUCT WORK WHERE
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON
THE Ai-PLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINEN f LAWS AN r,
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE r-ITY ANU
EMPLOYEES AGAINST ANY IF! IURY OR DAMAGE WHICH MAY RESULT FPOM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE _ — DATE
MANHOLE TO CONFORM
WITH ASTM C-478
NOTE:
THIS TYPE OF MANHOLE SHALL
BE USED ONLY FOR PIPE SIZE
OF 24" OR LESS.
LOCATE MANHOLE COVER
IN FRAME OVER LEDGE OF
AT LEAST 12" IN WIDTH
I I
STEP'S \ ,
MAIN SEWER LINF \,�I
CAST IRON COVER MATCH FINISHED GRADE OF STREET
A FRAME
(See Stoodord "an )
SET FRAME IN MAXIUM 27"FROV FIRST STEP TO TOP
NON-SHRINKING _ -� OF CASTING
GROUT ECCENTRIC MANHOLE TOP.
STANDARD 48 MAN140LE
RISER
PREFORMED PLASTIC GASKET
A 48•
FOR PI PE
24" OR LESS ��,
:0' COMPACTED
FOROPIPE _ _ �r `i'•' CMMMEO ROCK
4. •'e..♦
27" OR LARGER10
:�.•,.�';
12'MAX FUR CONC,PPE A I /FT • 1 �� ���.
UNDISTURSED EARTH
a • SET IN FRESH
------ a�s`�•` �•• _�:�_'•�•':•�, �;
'INSIDE DROP: oo , . o 0 0 __ CONCRETE •
MAXIMUM 2'0" .`. o �, 0 F. O o GRANT.
e e �e 120 LAYER CoW*cTED
VERTICAL DISTANCES 1
I tq INTERT - MIK - -� "31 MATFIAIAL(3/4-0)
1
STANDARD MANHOLE
Dwg No. 010 Untflb 9ewerngm Agotu y
I �
/ PVC SADDLE (TEE )
I I /
STRAP RETAINER RIDGES I I
-RUBBER GASKET
i
SEWER PIPE
STEAL'_ STRAP
FVC SADDLE SHALL BE ASTM 3034 SDR 35
PVC COMPOUNDS SHALL BE ASTM DIT84 WITH CELL CLASS OF 12454-8/C
OR 12364-C
ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477
STAINLESS STEEL SANDS 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 un[RW
SADDLEUfA agency
DRAWING NU. ;,">R
I . COMPLETE RUBBER SLEEVE (ASTM C-443)
INCLUDES A MOLDED SEGMENT THAT HOLDS
IT IN PLACE.
I
_ 2. STAINLESS STEEL BAND (9/16" SERIES 300)
SECURES UPPER HALF OF RUBBER SLEEVE 7C 'HE
PVC HUB.
3. PVC HUB (ASTM 3034 SDR 35)
DRIVE INTO CENTER OF RUBBER
SLEEVE AFTER SLEEVE IS PLACED
IN HOLE.
3 fir' I
9--2
--CONCRETE PIPE
�1
NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE rRILLE
D.
,._-
I N S uru UfA �-
Me
DRAWING NO. 360 a"ncy
i
MIDI. 3" A C IN 2 LIFT5 --
STREET AREAS i OUT OF STREET AREAS
6Aw cur
EXISTING I
�Y SecrloN ----
RESURFACING
°• • J IA:F;L
S A
BL
/
o" --
0
CLASS B �
3/4=0 GRANULAR U
BACKFILL 0 /
i Q
.• ` / \ � Q
rG ca • o o• e 1 • o . c m
W
yCr
o • • ' O �
O u�4 � • •e � Ue �••0
W tl e '• o
cp D •' u
PIPE &A-s�
BACKFILL IN STRLEF A_RFAS
L IFS/W 13 AGAINST CURB, FILL ROC-.% TO
BACK GF 3/W
2.IF 3/W IS NOT AGAIN3T CURB, FILL ROCK
2 BACK FROM CURA
CI. PIPE BEDDING AND
�FTR AP BACKFILL DETAILS
OREGON DL-5w;N-FAY AP VDVE(7 BY IJI2nwN p>i
AA
5C.A1-.E bA r E L�LznL 11 N No
NT5
1
{
r BUILDING SEWER PIPE, SIZE AS SPECIFIED
P1_ANT FABRICATED TEE FITTING
ON SEWERS 18" AND SMALLER.
FIELD TAP ON EXISTING SEWERS �1BACKFILL 2X4
AND NEW SEWERS LARGER THAN AGAINST PLUG TO
--- THAN 187 1 PREVENT PLUG
I BLOWOFF a SECURE
2x4 IN PLACE WITH
—SEWER MAIN
TRENCH BACKFILL.
JI /
OR LATERAL- PLAN ,
1
EXTEND AT LEAST
GROUND 12"A8DVE SURFACE
SURFACE - -
MINIMUM SLOPE FOR
6" PIPE 2 0.010, FOR
4"PIPE = 0.020, CONNECTION
MARKER
MAGNETIC TAPE ---�5—~
GREEN v/BLACK LETTERS (WASTEWATER)
GREEN s/BLACK LETTERS (STORM pRAIN)
13 LUG
,o
.�• 3/4'-0 PIPE ZONE MATERIAL
' • PPORT TEE WITH AS SPECIFIED
BMNG 2'0" WIDE SIDE
GRAVEL,
WAMUM
BUILDING"' SEWER
Uf
unr/{��rnrMs�e Ap.,x;r
Of w:,hk►gton Comer
Dwg. No. 300
TRAFFIC CONTROL
GENERAL REQUIREMENTS
1. Traffic control shall be provided for, as illustrated, at all I
time during work prosecution. No work shall be permitted
during the hours of darkness, nor between darkness to 9:00
a.m. , nor between 4:00 p.m. to darkness.
2. Traffic control devices, flagpersons (etc. ) shall be in place
prior to initiation of construction work and s'iall, at all
times, be effectively maintained.
3 . The roadway shall not be closed to through traffic. The
contractor shall. notify emergency services (fire, police,
etc. ) , School District and Tri-Met 72 hours (min. ) 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 hours (min. ) before initiation
of construction work.
4 . The City Inspector shall be notified 24 hours prior to
initiation of work (1 639-4171) .
5. The work area shall be maintained in a clean condition, free
from obstructions and hazards. Effective erosion control
measures shall be provided for.
6. A temperiiry hard-surface patch shall be placed on all trenches
within the roadway at the end of each days work.
7. Minimum travel-lane width shall be twelve (121 ) feet;
pedestrian travel shall also be provided for.
8 . 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 contrai:-.tor of responsibility.
dj/n-tcgr.JH
ROw000NSTRUCTIONAH
!,
�. GENERAL NOTES
MN.
1. TRAFFIC SIGNS TO BE 48" X 48"
ONF LANE - c� BLACK ON ORANGE,
R'AD AHFAO
wsO—�
„uo• 2. NO ROAD CLOSURES DURING THE
"N FOLLOWING TIME PERIODS:
R.AGGER AHEAD O I 7: 30 — 8: 30 A.M.
'"�D-7A 4: 30 — 5: 30 P.M.
,Do
NIN. 3. THE CITY'S STANDARD SPECIFICATION
FOR TRAFFIC CON'IROL IS "MANUAL j
FLAGCER ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS",
+oo• U.S. DFrIT. OF TRANSPORTATION,
MN, ■
— f�+ F.H.A., 1188 EDITION.
Iz'wa�
4. ACTUAL SIGN P!-ACEMENT TO BE
ADJUSTED IN FIELD. DO NOT REDUCE
BELOW MINIMUMS WITHOUT CITY
a I APPROVAL.
MN
l 5. THE CITY RESERVES THE RIGHT TO ADD TO
FLACCER —+ OR MODIFY TRAr-FIC CONTROL_ REQUIREMENTS
AS MAY BE NECESSARY TO EFFECTIVELY
CONTROL TRAFFIC ANIS TO ASSURE PUBLIC
WIN.10SAFETY.
O ELAOOER AHEAD
*20-7A
-LEGEND
wN.
O ONE LANE O TRAFFIC SIGN
ROAD AHEAD
ASD
11. ® CONSTRUCTION ZONE
wN
o TRAFFIC CONES OR
APPROPRIATE DELINEATION
O ROAD CC4gTRUCTICII
AHEAD DEVICE.
n
'TRAFFIC CONTROL -^---
TYPICAL DETAIL I
DESIGN BY APPROVED Py DRAWN BY
CITY OF TIGARD _ CAB
OREGON DATE _N.T.S. 4-6-92 DRAWItJC tJO.
i
CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :92-228701
CHECK AMOUNT 624. 00
NAME STRAUSS EXCAVATING; INC CASH AMOUNT 0. 027.1
ADDRESS : 24175 SW DAVIS ST PAYMENT DATE 06/18/9.=
SUBDIVISION
HILLSBORO, OR 9712,31-
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
CUSTOMER DEPO (100. 00 PUBLIC IMPROV c'4. 00
STREET OPENING #499-1,='
i
TOTAL AMOUNT PP I D - - - 624. 00
9734
24.22
^4175 S.W.DAVIS STREET-649-8117 1230
HILLSBORO,OREGON 97123
�" — - -- --DOLLARS
DOLLARS
RAY CHECK NO nMuur! —
DATE TO THE ORDER OF
UNITEDALOHA BRANCH ALOAL HA OAW R F ORES ----
II'0 0 9 4 3 4v'
1: & 230002201: 74 0000 70611'
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1►I r.rV INTY I npIVFWAT EASEMENT
;., �ie.•w � ,S "'^"' CITY OF TIGARD
STREET OPENING PERMIT
APPLICATION
DATE
• APPLICANT'S NAME j{ _ A,,., EAC
ADDRESS
L�L�nO lk ZIP `f'j I L
PHONE
• CONTRACTOR'S NAME --r
ADDRESS
ZIP
PHONE
• PLANS B'v 0
ADDRESS
ZIP
PHONE
• DESCRIPTION OF WORK PROPOSED TO BE `)ONE: • i
ULAX
• ESTIMATED VALUE OF WORK (within public right-of-way)
• W\:)RK LOCATION/SI TE ADDRESS: 1
• IS THIS WORK RELATED TOA LAND-USE ACTION? IF SO SPECIFY (MI-P, SDR, ETC.) NO.
• IS THIS RELATED TO A BUILDING PERMIT? IF SO, SPECIFY (BLDG. PERMIT) NO.
A%()
°V`°°'�, �� (OVER)
4b