7440 SW BONITA ROAD � 1v ti v
Ew6rf6 AC. I }
II IFs. 3 m ,
Cgoa ►'��• I . CONTRACTOR SHALL, PROCURE AND CONFORM TO ALT. CONSTRUCTION y
PERMITS REQUIRED BY CITY OF TIGARD. CONTP_ -TOR TO NOTIFY
y0 CITY AND ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF La
f� CONSTRUCTION. )
4) 1
ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO
CONFORM TO C171Y OF TIGARD STANDARD CONSTRUCTION 1
SPECIFICATIONS. k
3. ALL EXISTING FACILITIES TO BE MAINTAINED IN-PLACE BY THE 3 V
/ CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRAC'TOn
TO LEAVE EXISTING FACILITIES IN AN EQUAL. OR BETTER THAN 1
` 137 ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER. -
p a?
4. CONTRACTOR SHALL. ERECT AND MAINTAIN BARRICADES, WARNING \; O
SIGNS, TRAFFIC CONES PER CITY l2EQUIRFMENTS. ACCESS TO .f ;:
DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. t, Z IL
v (\ v
ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMEN'T'S, �•
°• GAS VALVES, WATER VALVES, AND SIMILAR 3TRUCTJRES SHALL BE
f. ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK OR
MEDIAN STRIP WHEREIN THRY LIE. W Q
6. CONTRACTOR TO NOTIFY PRIVATE UTILITIES FOP RELOCATION OF U 7
POWER POLES, VAULTS, FIRE HYDRANTS, ETC.
7. CRUSHED RUCK TRENCH BACKFILL 74 BE UNDER ALL IMPROVED AREAS.
4
1 Y ' ALL PIPES TO BE BEDDED WITH MINIMUM 4" CRUSHED ROCK BEDDING. 0
•20 W o
�y I 8. CB AND JB TO BE SET SQUAFE WITH THE BUILDING OR PARKING LOT V%
WHEREIN THEY LIE.
1 9. BACKFILL ALL PLANTER AREAS 'o!ITH APPROVED TOP SOIL MINIMUM 8" l�
THICK. STRIPPING MATERIALS NOT TO BE USED FOU PLANTER
BACKFILL. --
�` �� 5 H
10- 6" NOMINAL CURB EXPOSURA USED FOR DESIGN OF ALL PARKInr, LOT b
EXISTING BLDG. GRADES. 1 N t
11. STORM SEWER PIPE TO BE CLASS 3 NON-REINFORCED CONCRETE, WITH
�.0r.= 141.60 r� RUBBER GASKET, IN CONFORMANCE WITH ASTM C-14 SPECiFICATTON,
UNLESS OTHERWISE NOTED. Z.
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12. CLEAR AND GRUB WITVIN WORK LIMITS ALL SURFACE VEGETATION,
01I I TREES, STUMPS, BRI•SH, ROUTS, ETC.
13. STRIP WORK LIM-.TS REMOVING ALL ORGANIC MATTER WHICH CANNOT
BE COMPACTED 'ATO A STABLE MASS. O
14. PROOF ROLL SUBGRADE TO 954 OF THE MAXIMUM DRY DENSITY PER N
N ASTH T-9i TEST METHOD PRIOR TO PLACING EMBANKMENTS OR W
BASEROCn. J II
4
' A 15. CONSTRUCT FILLS IN 6" LIFTS COMPACTING EACH LIFT TO 954 OF ° ; a
U
THE MAXIMUM DRY DENSITY PER AASHTO T-99 TEST METHOD.
r� 16. CRUSHED ROCK TO CONFORM TO SECTION 703 OSHD STANDARD N I
�J SPECIFICATIONS. COMPACT TO 954 OF THE MAXIMUM DRY DENSITY c ~
M PER AASHTO T-99 TEST METHOD. O W f/3 IL Y
t�_,»�� 17. AC PAVEMENT TO CONFORM TO SECTION 403 OSHD STANDARD 0 ul a) IM V
SPECIFICATIONS.
141 1, 18. ALL GRADING, ROCKING AND PAVING TO CONFORM TO OSHD S'PANDARD
� �• / // ; _�`` SPECIFICATIONS, 1984 EDITION. O
- 141 5 "14
19 UTILITIES`• ILITIES SHOWN ARE APPROXIMATELY ONLY. CONTRACTOR TO FIELD U Lj o•+
-- ---
�' -' �„�� �KY Fc*) VERIFY LOCATIONS OF ALL EXISTING UTTI,ITIES PRIOR TO
CONSTRUCTION. 0 a'
20. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL ?
1I O I EXISTING UTILITIES WHERE NF4 FACILITIES CROSS. IF GRADE
EQ�6D MODIFICATION IS NECESSARY, CONTRACTOR TO NOTIFY ENGINEER 0 C�C
PRIOR TO CONSTRUC'T'ION.
/ 21. SANITARY SEWER PIPE TO BE PVC IN CONFORMANCE WITH ASTM D3034 f
140. 5 SDR 35. ALL OTHER APPURTENANCF`: AND INSTALLATION TO CONFORM
/ ; `� c
In V'
N / 141.5 I TO CITY O, SALEM STANDARD CONSTRUCTION SPECIFICATIONS.
M / 22. UPON COMPLETION OF CONSTRUCTION OF PUBLIC FACILITIES, f L�
CONTRACTOR TO SUBMIT AS-BUILT DRAWINGS TO THE ENGINEER FOR z
SUBMITTAL TO THE CITY OF TIGARD. IN ADDITION, CONTRACTOR TO
e , / NEW BLDG. a SUBMIT SUITABLE MAINTENANCE BOND TO THE CITY PRIOR TO FINAL Ilk b t
^ C. B. R : 140.2() PAYMENT. (� i
F.F.= 141.60 _ _ INV : 13772 I I,�i � Q
_ + 23. CONTRACTOR TO COORDINATE AND PAY ALL COST ASSOCIATED WITH °
CONNECTING TO CITY SEWER, WATER AND STORM DRAIN FACILITIES.
+: o 24. REMOVE AND REPLACE ALL EXISTING SIGNS MAILBOXES, 3" D A
U 140.5 _- Ir ' LANDSCAPING, ETC. , AS REQUIREC TO AVOID DAMAGE FENCES,
`11 W I
8 -4
CONSTRUCTION. L1� r
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r ! ZCi3r',y 5 s _�f�tJ 25. CONTRACTOR TO HYDROSEED ALL EXPOSED SLOPES THAT ARE NOT
r SCHEDULED TO BE LANDSCAPED.
l0
~- 26. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION TO BE 1
PUMPED OUT AND FILLED WITH PEA GRAVEL. CONTRACTOR TO BREAK
l - BO'I'MM OF TANK OUT PRIOR TO BACKFILLING.
INV AT OUTLET-132.5.E ! \� '� �� �71 I f t0 f
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[,Cy. TITLE _.�._ DAT"
1247.000.0
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For only the work as described in:
PERMIT
See Letter to: F011ow.................. .
I Attach............................... �
Job Addr
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o„tane. WE SUPPORT&ENCOURAGE
t+nimum `\
-- -- NICET CERTIFICATION
RounOW to -ecZool .tti _ •�
earolit Not Wen - c•o vun dt
on
Ptan. I N4,�:, PRINTED
DVJAYNE tAGORE,SET
NIII 88052,LEVEL IV
�,. AUTOMATIC SPRINKLER SYSTEM JAN 0 8 1997
I I Sww,t i n9 � RingM j , � i
1 T NOTES: DELTA FIHE, Mir,
I
Note on Pion: +bnoer Vu^ber old "a" imensbr, Y j THIS BUILDING IS FULLY SPRINKLERED WITH A .29 / 2500 DENSITY.
- ALL PIPING TO SPRINKLERS TO BE 1" S:,HED. 40 BLACK
- ALL HANGERS AND WORK -ro CONFORM TO N.F.P.A. #13
GENERAL NOTES SYM. TYPE I MFG. & MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. NO. REVISIONS DATE DESIGN CRITERIA CONTRACT WITH
O
ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED —� — — OCCUPANCY __ 1 4AZ1AD- NAME T
PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY — DENSITY ADDRESS NTAIR
,1-61 WHICH ARE END TO END �. '\ �
DDRESS .
o ! EARTHQUAKE BRAC,NG SHALL BE PROVIDED IN ACCORDANCE WITH NFPA -` �--'--`�� ---- - REMOTE AREA _-- c;.-� C�L Ali ROOM
7 1
PAMPHLET NO t3 —__ — / \ INSIDE HOSE �. PHONE b0�\` 3
4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA —
I OUTSIDE HOSE _ __ ^__— APPROVALS 7448 S.W. BONITA
PAMPHLET NO 13 _ _____ --_.-- _ _ _
PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 } T`I O� TIC.,ArRn TIGARD OREGON 97224
— \ _ _ WATER SUPPLY C ' INC.
a �� JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE 1 ,_ - -- _____
WITH NFPA PAMPHLET NO t3 - --- —_ - W
STATIC -- --- - 2
� OWNER TO PROVIDE ADEQUATE NEAT TO PREVENT WATER IN PIPES FROM FREEZING •-
�•_.� / RESIDUAL 3 TITLE
-- ._ - - -�— - --�- ---- --_---- — � -�--------'-_-- - FIRE PROTECTION CONTRACTORS
I AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM DATE
0 9 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS -- FLOW
-- -- --- -- — _ — — _ .a. - �i E `.►'=1-� SHEET +
RWN
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"— ------ }4 795 S,W ;ZnU PORTLsr,NC, UR Q 7224
RESPONSIBILITY OF THE OWNER ANDIOR HIS STRUCTURAL REPRESENTATIVE —_ LOCATION 5 CONT. SYSTEM 503,620-4020
J —
Bonita Rd -140
BUP2000 00001, MEC96 00152
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UENERAL NOTESO
All cutting, patching, painting 6 runners by others
All plumbing and drain lines by others
All electrical by others except low voltage control
airing by this contractor
Responsibility for verification of structural requirement
f
created by HVAC: equipment west with others
i
Insulation: l." thickness with min. dens;.ty of 1l�1 per
I
cubic feet
Entire HVAC installation, matecial and equipment shall
fully ooaply with 1985 state UMC, NFPA 90 A and Chapter
53 of OW
thermostat to be auto-change over with sub-Mase opt-auto--
off fan switch and heat--auto-ccooling selector (thermostat NOX 1Z(r.,oF MTD. ".1')OL.IN Lrr ,T, LF_NNCX P-c,c,F MTr-.), 1-,CATINC1 CCxULING 4N,T
to be set at 65' for heating and 780 for cooling. Fan I
switch to be in on position during occupied hours). 26cx) Cv-tA t� '�. S SP HSATIIJG, CAS. N/A Vx_)LING CWF 15 - (o53• 2000 CF N\ ,X C3, 4" SP (MEG, r ' .
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ASI Beating 6 Air Conditioning N''. $'7'` t�8: . \�d SMOKE bET�-:.fi C�f� IN r-_h 'L"= CAP. (11 . 9 ti1L�H, MIN CkT AMF, CC-1) 310. 4 ;
t'g Hing xarl-ants all parts
x3 labor to be .free from defects in materials and
workmanship for a period of one year from installation �►�` { v,><� T -3-14 TAT x'14 C- 30. I Zn� - L 3 V / ? Jv T. -]4
I
W/ SCB IE - ZO - 3 � 0 KW F-LF-(, HEAT,
The above warranty covers parts only after a period
of 90 days from date of startup unless proper preventive -SMOKE b>=TEGTo 1Z I N v-A, -Dur-r.
maintenance has been performed every 90 days by-a i DUCT ,Ant4F,`r WELL. 71100 STAT
qualified service technician.
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REPLACE ALL V15TING 3!4' BRAS; UPRIGHTS
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INSTALL. NEW UPRIGHT AND I" PIPE TO
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HEAD LOCATIONS SNC`WN MAY VARY.
HEADS TO BE LOCATED 14 THE 25' x 49" CCANG GRID YSTEM
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STAT RE ;oUAL 7440 ';,W BONITA TIGARD, OREGON I Joh No
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DENSITY. AREA. �—� Drawn By _
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