14600 SW 72ND AVENUE-4 A! 14141
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NOTE : IF THIS MICROFILMED i 3 _ __4 I
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THIS NOTICE- 'IT IS DUE TO
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-� �JHE —QUALITY OF THE ORIGINAL
•
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I �I CONSTRUCTION NOTES :
1 . All work shall be performed by Tigard Water District
personnel in accordance with A . W . W . A . standards .
2 . 36 " of 3/4 " minus cera„ael for all mains . *9
- 3 . At beginning of project , 12 ” D . I . main will be laid
`�. at a depth of 7 feet and gractually raised to 3 feet
of cover :100 feat south of. Bonita Road . Main wall
r be instal. led adja ent to , and at the same elevation ,
.T , ,�. � " c I , ,2,� �, /. as the existing 12 " D . I . main . (beyond the first
100 feet ) .
1
f
� i1T/ L / 7�� S 4 . Main shall betestedtestedat 1. 50 psi or 1 hour .
oTAI E
� - rr/� r S Hcy w /✓ ,1 � i
5 . O . S . D . II . ba r:te.r l.ologica 1 tests required .
Q
,I �
MATERIAL LIST :
Su �,.l�t S te/eAcli T t c m Q u a n
-M k of 12 " D . I . pipe (Class 52 ) . . . . 1 , 100 feet
1 -902 air '%"c 1�t�+X• �'si'r°f 12 " :SIJ butterf ly valve . . . . . . 1 each
I .
4J y ZO "TO T-9c �VAE.T00b b . 12 " MJ tee with plug . . . . . . . 1 each
12 " MJ 45° bena . . . . . . . . . . . . . 3 each
R.�.T' E.M�1.�"t R.'�,.�•��la�.t�b
1211 M.1 45° lateral . . . . . . . . . . l e � I
12. " MJ solid sleeve L . P . 1 e E VU l� 11 V l5
y4
Ir-A t L STh D+I0 "1'10 'C� �G"�. Z � ( ) �
I 0
NOV 10 1981
o r•-0 • L
a STI D �'
'm mom 44
'"/ Ir A4. L * , ���, - - TIGARD WATER DISTRICT
le 8841 S.W COMMERCIAL STREET • TIGARD, OREGON 97223
r. 1� /`���/ TELEPHONE 1503► 639-1554
T 45'* WATER PROJECT
ArGfSO /N-5TA11 4;5 " BFWV - ,
OVL
P5 Z. F__ In _q1,F V4 M z (11-
z 14 0 0 A V
LlY V F
Robert E. Santee, P.E. Administrator
Sr alE! rt ���•-� J� ff� V� 1 �
ST . OPN . PERMIT NO . 134/ 5-81
'M► I+�I11 ��
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2 3 4 5 6 7 8 9 10 11 12
NOTE : IF THIS MICROFILMED
-
DRAWING IS LESS CLEAR THAN ��� �THIS NOTICFe;' IT 1S DUE TO
THE QUALITY OF THE ORIGINAL
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FILE NO.
77nd AVE. - 14600 STR. OPN. PERMIT
APPLICATION — STREET IMPRr 'cMENT/EXCAVATION COPY TO
(WHITE(-FIEF_
ORDIN.. .CE NO. 74-14 (BLUE) -INSP.
(YELLOW) OTHER AGENCY
(INSTRUCTIONS ON SEPARATE SHEET) (PINK( APPLICANT
APPROVED x APPLICATION NO.: _ ,0,K.
NOT APPROVED ❑l CITY ��F TIGARD, OREGON FEE AMT.: S—_ 01 IN.
PENDING FEE. PMT. ❑ CITY HALL. RECEIPT NO.: ___.—�L�^!
PEIJDING SECURITY ❑ PUBLICWORKS OEPARTMENT SY DATE _
PENDING AGENCY ''OK" ❑ Application and Progress kecord MAINTENANCE BOND aM__
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED I, (
ANNUAL >4 C✓C •4�,�'
PENDING VARIANCE 0 EXPIRATION DAT �__lm_'� —
PFRMT NO.: .13415 -i5l .. , DATE ISSI.IEu: �� 2 ?'') BY:
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR A14D INSTALL
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
)afP �s8c ' el 1, _ -4
APPLICANT c/ r
/ NAME ADDRESS CIPY PHONE
CONTRACTOR-- l S-7'-"e __ _-- �- -__ — —
NAM ADDRESS CITY PHONE
PLANS BY __ _ �sr01E'�_
NA ADDRESS CITY PHONE
ESTIMATE[' IMPROVEMENT TOTAL VALUATION ( COST): $
r1--
DOLLARS
(1) EXCAVATION DATA ��_ .30 _ �' l [PfROGRESS
E USE: --- MIN
STREET DESCRIPTION & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLEDI DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM d QUANTITY
E —_
Q
ESTIMATED STREET OPENING DATE:_ S
ESTIMATED STREET CLOSING DATE: E
------- --- -- _.- - I'S:TREET
U
(3) SECURITY NO. ' SECURITY AMT.: $ /. `SURETY CO.: $" SCJ] / / L
CERTIFIED CHECK O CASH O BOND oEC.(4) PLOTPLAN: INDICATE SITE PERTINENT PHYSICAL PECIAL PROVISIONS/CONDITIONS: /
FEATURES: EXCAVATION LOCATION AND,!EXTENT. AI/ w[JI-k 5�7�����c-UPirl(C>r"ll 7Ca
.4 lu
I ' _l -
- OQ
PF
(` ) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TCt APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON.
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
c CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS TILE CITY AND
EMPLOYUCS AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
A►1'JtANTSSIGNATURE�aL, ��-�� DATE
APPLICATION — STREET IMPR -MENT/EXCAVATION COPY ITE
❑ (WHITE)- FILE
ORDINANCE NO. 74-14 ❑ (BLUE)-INSP.
❑ (YELLOW) -OTHER AGENCY
(INSTRUCTIONS ON SEPARATE SHEET) ❑ (PINK)-APPLICANT
APPROVED Cl APPLICATION NO.: _
NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: i —_
PENDING FEE. PMT. ❑ CITY HALL. RECEIPT NO.:_.
PENDING SECURITY ❑ PUBL IC WORKS DEPA R TMEN T DY. DATE-1 I
PENDING AGENCY "OK" ❑ Application and I'rogress Re::ord MAINTENANCE BOND
PENDING INFORMATION ❑
FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED
ANNUAL Ct
PENDING VARIANCE ❑ EXPIRATION DATE: /
PERMIT NO.: DATE ISSUED: L—L , BY:
(1) APPLICA TION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL �—
___-___ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT -- _ _ ------_----NAME ADDRESS
ADDRESS CITY PHONE
CONTRACTOR.
NAM! ADDRESS CITY PHONE
PLANS BY _—
NAME —ADDRESS_ CITY PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S
DOLLARS
( FOR OFFICE usE MIN.
2) EXCAVATION DATA:
o.oxxs— zs
STREET DESCRIPTIONPROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
STR4' T
D -- —
IN
PENESPE -
E TION
Q
ESTIMATED STREET OPENING DATE:__ I — / S
ESTIMATED STREET CLOSING DATE: _ / I E
D
STREET
(3) SECURITY NO. _--- SECURITY AMT.: S _ CLOSED
SURETY CO.: _ _ FINAL
CERTIFIEDCHECK U CASH U BOND INSPEC.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
FEATURES: rXCAVATION LOCATION AND EXTENT.
CURB - '
I
(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,
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 AND
FNIPLftyFES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE: - DATE / L_
OE HAAS & ASSOCIATES, INC.
CONSULTING ENGINEERS&SURVEYORS
SMITE 445-AGC CENTER WILSONVILLE, OREGON 97070
9450 S.W. COMMERCE CIRCLE (503) 682-2450
November 18, 1981
City of Tigard
12420 S.W. Main
P.O. Box 23397
Tigard, Oregon 97223
ATTENTION: JOHN HAGMAN
Dear John:
At 3:00 p.m. 11/10/81 we were in receipt of a revised plan dated 11/10/81
from Bob Santee representing approximately 1150 feet of 12" waterline
proposed for construction in S.W. 72nd Ave. from Bonita Rd. south. We
had earlier (approx. 10/23/81 ) received a plan dated 1/12/81 for review,
but were holding until such time as we had sufficient design data in the
subject area.
We feel we are now far enough along with our design that we could make
constructive comments regarding the proposed TWD plan dated 11/10/81 .
Attached for your use is a portion ou our preliminary design plans in
the subject area along with an excerpt from R.A. Wright's preliminary
water plan. We assume that you already have a copy of the 11/10/81 TWD
plan.
In summary, we find no particular conflict with the TWD plan as it would
affect the grades or alignment of the 72nd Ave. street and storm drain
improvements , if all waterline work is properly constructed, especially
with respect to trench compaction and pavement replacement. We have no
problem with Tualatin's general location as ){gown on the attached excerpt from
their preliminary plans , but feel TWD, Metzger, W.D. and Tualatin must
firm up exact locations and grades in this area to preserve compatibility.
While we are certain the City of Tigard will carefully monitor the con-
struction, we are noting hereafter• a -lumber of items which we feel you
may wish to address:
1 . As this construction is proposed outside the boundaries of the
TWD, approval for Extraterritorial Extension may be required from
the Boundary Commission (PMALGBC) .
2. It would seem important that. an accurate profile would be useful ,
especially showing the large CMP, sanitary sewer crossing, services ,
and the approximate profile of closely adjacent waterlines , if they
are critical .
JOHN HAGMAN
November 18, 1981
Page 2
3. The alignment proposed appears extreemly close, if not in conflict
with an existing waterline. Item 3 of the TWD plan Construction
Notes indicates an approximate profile by narrative and calls for
the main to be "installed adjacent to, and at the same elevation
as the existing 12" D. I . main. (beyond the first 100 feet) ."
Such construction would cause great difficulties with present or
future service connections, tees , etc. for the Metzger Water
District.
4. An accurate detail with dimensions should be furnished showing starting
point, points of bends , distances, etc.
5. Cursory review shows the valving facilities may be on the Rogers '
property. It would be assumed that TWO has a proper easement.
6. The plan view should show accurate dimensicns to the existing
pavement to facilitate accurate replacement to the width removed.
7. It is suggested that backfill be granular (crushed rock) for, the
full depth and that strict compaction methods be enforced such that
there is no settlement in the trench.
8. A.C. replacement should be 4" (2 lifts) where our, street design
uses the existing base and surfacing. A.C. replacement at other
locations could be 2" sufficient to hold traffic. Limits of 2"
verses 4" are shown on our prelim. plan.
9. Does this effectively include all the revision work that TWD
will need to do in the proposed street improvement area?
10. Portions of the new TWD line will be very deep in the area where
72nd Ave. is being raised. TWD should insure that they can properly
extend valve boxes and operate from such depths.
11 . Metzger Water District should have an opportunity to review the
plan to insure that there is no conflict with the Metzger lines
and future connections and services from Metzger lines .
12. Although there would appear to be no conflict, we have not evaluated
the effects of the possible 28 ft. street alternate.
13. The City of Tigard may wish to require suitable "As Builts" - reproducible
mylars to recognized acceptable design standards . Scales of 1"-50'
horiz. and 1"=5' or 10' vert. , blowups for detail areas, detail of
trench backfill sections , etc. would seem appropriate.
r,incer-e 1-11
MARLIN J. DL HAAS, P.L .
Attachments cc: 80. 194.118 ( l .f. )
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CONSTRUCTION NOTES :
1 . All work shall be performed by TWD
`A, -'�► r)ersonne 1 in accordance with AWWA
} t
standards .
2 . 36 " of 4 " minus r cover fo
�'-� `�,, 1 t t ` •'� i all mains ./ s g gravel cov r
3 . Main shall be tested at 1. 5- 0
psi for
i 1 hour .
4 . O . S . B . H . bacteriological tests
required .
x
-� MATE,RIIV, LIST :
j 11� 23 2 I tem
duan ti ty
12 D . I . pipe (C -'-ass 52 ) . . . . 1100 feat
12 " MJ laera]. . . . . . . . . . . . . . . 1 each
12 " MJ 47 8 bend . . . . . . . . . . . . . 2 ea;h
i tt
12 MJ solid sleeve ( L . P
s . ) . . 1 each
i -
Ilk
( '
N
TIGARD WATER DISTRICT
8841 S W. COMMERCIAL STREET • TIGARD, OF<GON 97223
• ._._....._._.__._._. ___....,_,. ____.._.._._.�.,... _-__...._...—._....._..._ TELEPHONE (503) 639 1554
WATER PROJECT
Lj i Z'
_....... .�.._._....�.._ . __ .___. _.,_ ...._.. _..._.._..r.....r._.._ _ �, J r 6`T
i
Roger t E Santee, P.E. AdministraPor
+ ,Vale
ST . OPN . PERMIT NO . 134 / 5 -- 61
3 OF 5
NA
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DESIGNED APPROVED & ASSOCIATES, INC. S. W. 72nd AVENUE AREA
- --- ----- --- __ ___ -- - --- - ----- --
DRAWN CONSULTING ENGINEERS & SURVEYORS LIQ 214
--�� Suite 445-AGC Center (503) 882-2450
9450 S.W. Commerce Circle Ree. 636-6195 STREET IMPROVEMENTS DATE NO. R E V I S 10 N S SY CHECKEp DATE___.__...__ Wilsonville, Oregon 97070 - 1 ,C/►lE AS SHOWN DATE FILE 80. 194.118
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