14885 SW 81ST AVENUE t
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Carbon Testing, Inc. Construction Inspection & Rrlal�r: Tests
P.O. Dox 23814
Tigard,Oregon 97281
Phone(503)684-3460
FAX#684-0954
MOISTURE — DENSITY RELATION$111 `
MAY 29, 1992
CP-7334
Client: JOHN NIEMEYER/ROGER EDWARDS
Pr o ject: MATTHEW f=ARK -
f
Location: ON-SITE
Sample: 3/4 "-0 ROCK FROM MORSE BROTHERS PROGRESS PIT
Test Method: AASHTO T-99 METHOD "D" Date Received: b.,121"y"
§Amply M@tho l AASHTO T[ Date Tested: 5-28-92
Optimum Moisture 6 .5 : Max . Dry Density 120 .7 lbs/cu .ft
Pm^fe"ri Ir^tr' rYr'ILle.I' r "r"-1 A_1`1^\1�I a1rY dti11P1\!r•
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cc : CITY OF TIGARD
ALPHA ENGINEERING INC:
GVS CONTRACTING
information contained herein is not to be reproduced , except in full ,
without prior authorization.
('unstructicio lne,peetion R Related Tests
Carlson Testing, Inca
P.O.Box 23814
TIgerd,Oregon 97223
Cp-73_;4 Phone(503)884.3480
FAX(503)884^q54
lOH NO.
REPORT OF IN-PLACE SOIL DENSITY TESTS Jure 01 , 1992
JOHN NIEMEYER/ROGER EDWARDS
C I ient
MATTHEW PARK
Project - -
3/4"-0 ROCK FROM MORSE BROTHERS ( PROGRESS )
Sod Description 9- -
122 .5 12 .5 %�othod of Test
Max. Dry Density. Ibs./c u. it. Optimum Moisture_ 3°
Soriai 16185 NUC ?440
N-_.-.. - ---
-_ ritlo IN-PLACE DENSITY
D Ori or rtes n.tv. urr 0SCURE ILIIS./CU. rT.l
rttr w9 TEST LOCATION it wo. t
w r 0 It v
05-29 1 SANITARY SEWER IN FRONT OF LOT 2 -5 5 .0 130 .5 124 .2 100+
GANITAR* SEWER
05-29 2 SANITARY SEWER LATERAL TO LOT 2 -3 ' 8 .7 135 .0 124 .2 100+
05-29 3 SANITARY SEWER IN FRONT OF LOT 3 -2 .c ' 44 .6 129 .(- 123 .9 100+
05--29 4 '.-_,ANITARY SEWER Ih FRONT OF LUT 13 '
5 .8 124 .0 1.17 .2 95 .7
05-29 S SANITARY SEWER IN FRONT OF LOT 3 -2 ' 5 .4 130 .0 123 .3 100+
05-29 6 �,ANITARY SEWER IN FRONT OF LOT 4 1 ' 4 .8 129 .8 123 .8 100+
05--29 1 SANITARY SEWER LATERAL TO LOT 5 1 ' 5 .5 120 .0 98 .0
05--29 2 SANITARY SEWER , 20 ' FROM CLEAN--OUT 5 -1 ' 5 .0 141 ..3 134 .`> 100+
05-29 3 SANITARY SEWER IN FRONT OF LOT 6 -1 ' 5 .0 134 .4 127 .9 1004-
05-29
00+05-29 4 SANITARY SEWER IN FRONT OF LOT 7 -1 ' 4 .7 133 . 1 127 .1 100•+-
05-29 5 SANITARY SEWER LATERAL TO LOT 7 -1 ' b .8 133 .2' 124 .8 100+
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CITY OFF T IIG1ARD f
-TF�JPFIINUb tfflVt . It,
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TIA��pril reproduced, except i rl cARtsory rFSTrNG INC
full , without authorization from this office .
• Construction inspection&Rehired Tests
Carlson Testing, Inc.
P.O. Box 23814
Tigard, Oregon 97223
G P -7 J 3 Phone(503)884.3480
FAX(503)884.0954
,oe REPORT OF IN-PLACE SOIL DENSITY TESTS ,JU11 01
JOHN NIEMEYER/ROGER EDWARDS
C I lent_
MATTHEW PARK
Project4885 SW i 3/4 "-0 ROCK ROCK FROM MORSE BROTHERS ( PROGRESS )
Soil Description
122 .5 12 .5 Method of Test
Max. Dry Density. lbs./cu. ft. Optimum Moisture_ `q• 1
Serial#_____ 4489 NUC 3440
IItLD IN-•LACE OENSITY
Dart or rII-T T E S T 1_ O C A T I O N tL[v. No. C•u olsru•[ ILsf./cu. IF .1
_ ''
IT. M0. ��(t10•
"'T Ito r t oily
05-27 1 SANITARY ON 81ST , LINE A % ST . 0 + 5 - 1 ' 8 .0 1,11) ./ 130 -3 1001
05-27 2 SANITARY ON 81ST , LINE A , ST . 0 + 50 3 12 .2- 148 . 1 132 . 1 1004
05-27 3 SANITARY ON 81ST , LINES A , 1 _ 1 1 p 1 ' .9 121 . 1 120 .6 98 . i
: C I r'i OF T I GARL!
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B . O 'CONNER/TL1
TM�4ftreproduced , except ill CARSON TESTING INC
full . without authorization from this office .
-mss
1064 .E. Simpson INVOICE Complete
Portl;%nd,Oregon Industria
97220 „ Removal
SpptiCTank Gleanin
Sump,
Line Cleaning
"'41'4>
l
r <:5SANITATION 013a76
DBA McInnis Ent,Ltd.Co.
(503) 253-7587
Customer P:O. #_ _Date )-,_,,- ,
Billing Name,
Address r'.f)_ 1`nX 75P -
SIl�iib,i�(!Il, nR n71 1O Job Site#
City {rtllJnt7T), State _Id ---_ Zip Code�'�'tul�
Ordered By n".LE: Phone# Date 5-26:: »
Job Location
�TRr'T POS R, ' A"ITTA
'
Set-vice Call- __ $--- •
Labor -- $ --
Pumping M'flMisc
--
tR' $
a
R ,
un Conditions of tank/Distribution Box
TOTALCHARGES-�. L
Schulz Sanitation Is In no way responsible for damage to the septic tank or lids on the system.
TERMS:Net 10 days.1'/2%per month will be charged on past due accounts.(18%per annum)
LL;
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Customer's Signatun?: ------ ---
Service Driver%,Signature "..r��_�.-'"-- Time_ __- __Date --�
TE9'US AND CONDITIO O�NFV11=13 SIDE REDEEMAE3LE IN MULTNOMAH COUNTY.
CITY F IGARD
CWW WARD
COMMUNITY DEVELOPMENT DEPARTMENT ORIGONBUILDiNG FIFIPMIT
13126 SW 144I Blvd. P.O.Box 23397,Tomm,,01 97223(503)838-4176 71
ER1111, #. . . . . . . . LAUP"Ir-
j- DATE 1SSUED. 05/2'0/9i`.'
SITE ADDRESS. . . : 14CF35 SW 81ST AV PARCEL:
n'UBVI VISION. . . . .' DURHAM ACRES ZONING: R-4. 5
BLOCK. . . . . . . . . . .* LOT. . . . . . . . . . . . . :47
----------------- ----------------------
R1=-IGr3UE- FLOOR AREAS- - f",X I ERIOR WALL C,0N5YFRUC"rlON--
CLASS OF WORK. :DEM FIRST. . . . s N: S. E: W-
TYIDE OF USE. . . :SF SECOND. . . : sf P'RO'TECT OPENINGS?._-----_..__...
TYP,E OF' CONST. '=.J'N THIRD. . . . s N- S: E: W:
OCCUPANCY GRP,. :F13 TOTAL-----.--: 0 s f ROOF CONST : FIRE RET? :
OCCUPANCY LOAD: BASEMENT. : IS 1:, AREA SEP,. RATED:
STOR. HT. ft GARAGE— : S1* OLCU S.,EP,. RATED:
BSMT?: MLZZ : Rt"-UD SF-TRACKS- REQU I
-
FLOOR LOAD. . . . : 1-i-,f LEFT- ft RGHT: Ft t.:'T R SFIKL: S)MOK DET.
DWELLING UNITS: 1 FRNT: ft RE,-i.9: ft FIK ALRM: HNDICP ACC-.
DEDRMS: sATH13. IMP 5URFAC1'-:'.- PIRO CORR: PARK I NG.
VALUE. $ : 0
Remarks : Demolish existing E3FD and r-elated accs,:,;or,y bi-tildings. All debris to
removed. 13ewer or- SeLltic.' to be pi,opet,ly abandoned.
Owner,: FEES
JOHN NEIMEYER type -
amol..tnt by date V,ecpit
C/O ROGER EDWARDS r,RMT f 25. 00 JLH 05/20/92
4500 SW KRUSE WAY ONE, I SO 5PCT $ 1. 25 JLH 05/120/92
LAKE OSWEGO OR 97035
Phone #: 63'13-2660
,381n COFFLY LN
NkzWBERG UP 97132
F-'hone #: $ 26. 25 TOTAL
Req 0. . . !:)4240
REUUIRED INSPIECTIONST
This pervit is issued sub'iect to the regulations contained in the P'UMp/Fill "neutic
Tigard Municipal Code, State of Ore. Specialty Codes and all other Cap Sewer line
applicable laws. All work will be done in accordance with
approved plans. This nertit will expire if work is not started
withir IN days of issuance, or if worts is suspended for core
than 18e days.
ied LAY .
Call for insper-tion 639-4175
CITY OF TIGARD RECEIPT OF F'f11'MF.I\i'r RF,-':( (r,l NO. s90.'._2c".7f+.9
Cl IE CK AMOI1N r J!6. 2!L,
NAMU CAST-I AMCIUN T 0. 00
AT)F:R 'SE', PAA ACCOUNT PnYMENT DA"ry ti rpt°;/oo/9j.,
9USD I V 18 ON
r-'I.1Ftt»OSf,:. OF 1=OYIr1I.Nl' Amoi jtq,r F'A i D F''URC'OSr': OF PAYMENT AMOUNT F1141 D
-DING PERM 25. 0o ;3'r. s IF.-D F')F.R 1. 25
c
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ULIVIOL 1 I I ON VII.-Jim.1 'r
1,488!5 sis,r
T O F AL AMOUNT PAID - - -> e6. c�i
r
r `T 13173 SW Iiau LSrvd. PLNCK/RECT #
CITY OF I IGARD POHox23397 PERMIT #
COMMUNITY DINELOPINIEN'r DEPARTMENT 7igar(t Oregon 97223
(.503)639-4171 DATE ISSUED _
1
JJB ADDRESS -y<< -„� <� ` Y _ TAX MAP/1-01 --
SUB: LOT: LAND USE:
VALUATION:
OWNER SPECIAL NOTES
NAME: _ �c�_j,�tx. co R& C,"- REISSUE OF:
ADDRESS: 45o o S.c.j " 6: LAST REISSUE:
LA-4s- 4 G a-L. CV1O'> FLOOD PLAIN/
PHONE: 2�_15 - Vf(0o SENSITIVE LAND:
CONTRACTOR �j �'— APPROVALS REQUIRED
NAME: _ PLANNING: _
ADDRESS: ENGINEERING:
FIRE DEPT:
PHONE: 01-HER:
CONTR. BOARD #: EXP DATE:
ITEMS REQUIRED
SUBCONTRACTORS: PLUMB: _ _ LIST/SUBCONTRACTORS:
MECH: _�- _ BUS TAX: _
ARCH/LNGINEER CALCULATIONS:
NAME: TRUSS DETAILS:
ADDRESS: OTHER:
^IWNE:
PROPOSED BLDG. USE:
COMMENTS:
APPLICANI SIGNATURE
Received By: __ __- - ___ Date Received: ___
PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE
10-432 00 Building Permit Fees
10-431 00 Plumbing Permit Fees
10-431 01 Mechanical Permit Fees
10-2.30 01 State Building Tax (5%)
Building
Plumbing
Mechanical
10-433 00 Plans Check Fee
Building _
Plumbing
Mechanical
10-230 06 Fire
30-202 00 Sewer Cannectior,
30-444 00 Sewer Inspection
25-448-02 Commercial TIF Fees
25-448-04 Industrial TIF Fees _
25-448-06 Institutional TIF Fees
25-448-03 Office TIF Fees _
25-448-01 Residential Traffic Fees
25-448-05 Mass Transit TIF Fees
52-449 00 Parks System Dev Charge (PPC)
31-450 00 Storm Drainage Syst Dev Cv.rg
(SSDC) - --- --- -----
24-445-01 Water Quality (Fee in lieu of)
24-445-02 Water Quantity (Fee in lieu of)
JOIAL
nm/3587P.WPF
('nn+tructiun Impectinn 9 Rehred 7i•.+L+
Carlson Testing, Inc.
PO.Box 23014
regard,Oregon 97223
CP -7334 PhonP(503)684-3460
►oa tvo.
REPORT OF IN—PLACE ASPHALTIC CONCRETE DENSITY TESTS
�iu1 13 , 1992
ci,errt �_
MATTHEW NARK
P,o l e c' --—-14r_r5S-3 W 8'ST--- T'I-G RTT-UR-- --
CLAcS "B" MIX FROM BAKER / * CLASS "C" MIX FROM BAKER
Description -- --- - ---
Rice Density 152 .:i Marshi d Value * 154 .0 loethod of Test _ ASTM D2950
Serial No . ].8739 NUC 3440
flit Of +611T T E S T L O C A T I O N Lift No. In Place Density `
,.
rtsJ .o
07 -1c 1 MATTHEW STREFT OFF OF LOT 6 1 140 . 1
10i__1 2 Mt-J I'NEW STREET OFF OF LOT 9 1 140 .4 92 .0_
107-110 3 MATTHEW STREET OFF OF LOT 11 1 140 .0 91 .9
07-IC 4 MATTHEW STREET OFF OF LOT 12 1 139 .4 91 .5
07-1 5 * RAZE MEADOWS AT THE END OF STUB STREET 2 141 .8 92 .1
07-1 6 * RAZE MEADOWS AT THE END OF STUB STREET 2 142. .1 92 .3
07-1 7 * 81ST STREET @ ENTRYWAY TO MATTHEW PARK 2 141 .6 91 .9
07-1 8 * 81ST STREET 60 ' NORTH OF ENTRYWAY 2 143 .9 93.4
07-1 9 * 81ST STREET , 120 ' NORTH OF ENTRYWAY 2 142 .0 92 .2
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AUTTM—ENGINELHING INC —
_�-_
Tested by: S . LEACH/MBH ` '
r LI�4N t EST WG tNC
Information contained herein is not. to be reproduced , except in' u ,
without prior authorization .
('rnrfnfa tion lnT�t•.'firon K'Hel.tt<•J'/t•.t
Carlsson Testing, Inc.
P.O.Box 23814
Tigara Oregon 97223
CP-7334 Phone(503)684-34u0
REPORT OF IN—PLACE ASPHALTIC CONCRETE DENSITY TESTS
Jul 1_i , 1992,
Cl ert ___ -JOHN NIEMEYER/ROGER EDWARDS
Project MATTHEW PARK -- -- —
14885 SW 81ST TIGARD OR
Descr,phon CLASS "B" MIX FROM BAKER _a
Rice Density _ 1 S? 1 Marshall Value Method of Test ASTM D2950
Serial No . 73: 0 NUC 3411B
OAT Or HST T E 5 T LOCATION
Tts, .o Lift No. In Place Density
07-10 1 81ST AVENUE , INFRONT OF LOT 1 , 4 ' OFF CURB 1 149 .3 98 .0
07-1C 2 81ST AVE . , IN FRONT OF LOT 12 , 12 ' OFF CURB 1 138 .3 90 .8
07-1c 3 81ST AVE . , IN FRONT OF LOT 13, 4 ' OFF CURB 1 146 .0 95 .9
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Tested by: M. YUCKERT/MBH CqFIL$p N rF.STING INC
Information contained herein is not to be reproduced , except in tull ,
without prior authorization .
Construction Inspection & Related Tests
Carls®n Testing, Inc.
P.O. Box 23814
July 13, 1992 Tigard,Oregon 97281
#CP-7334 Phone(503)684-3460
John Niemeyer/Roger Edwards FAX#684-0954
4500 S .W. Kruse Way
Lake Oswego, Oregon 97035
Re: Matthew Park
Class "B" Asphaltic Concrete from Baker Rock
I
Gentlemen:
Following are results of an extraction-gradation run on a sample of
Class "B" asphaltic concrete supplied by Baker Rock and sampled by
our representative from the grade using method OSHD TM 368 on July
10, 1992 . This material was received in our laboratory on July 10,
1992 and tested on July 10, 1992 .
EXTRACTION-GRADATION OSHD TM 309 :
Sieve Percent OSHD Broad Band "B"
Size Passinq_ Specifications
1 .. 100 . 0 99-100%
3/4 " 100. 0 92-100%
1/2. " 92 . 0 75-91%
3/8" 81 .0 ------
1/4" 65 .0 50-70%
#4 55 .0 ------
#8 38 .0 -- ----
#10 34 .0 21-418
#40 13 .0 6-24%
#200 5 . 3 2-7%
A.C. 5 .9 4-8%
This sample fails OSHD Broad Band Class "B" Specifications on the
1/2" sieve.
OSHD TM 306-A Rice Value = 155 .0 p.c . f .
Our reports pertain to the material tested/inspected only.
rti Information contained herein is not to he reproduced, except in
Lnfull, without prior authorization from thio office.
~ If there are any further questions regarding this matter, please do
m
not hesitate to contact this office.
LRespectfully submi ed,
CARLSOI TESTIN , INC .
F,
Dougla W. Leach
President
llo
cc: City of Tigard
Alpha Engineering, Inc,
GVS Contracting