15875 SW 72ND AVENUE I
i
C
����E��� Remove Existing Driveway
EXISTING VAUI.I AND ---
AVENUE SIGNAL LIGHT SL'+NDARD
SW • 72nd Apron TO REMAIN : IMPROVEMENTS UNDER SEPE TE SUBMITTAL New Curb And Walk
. I Conc.
N o 02' ao" w z 72.52 �, ----- A p r---------
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G Ot 9 0 o.c. I LS C I �
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Penthouse Enclo r
I cT 8,-O„ b Shrub B a
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6 GI _ _ -- - - - -- _
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D I� D __ — --- U B
I , 20 SANT•ARY SEWER EASEMEN' Shrub A
A
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7 I
; 1 2 H
-- I 4H , 1 -6-, a
.. 9hub B � �" I ' • ., .'•• -�-- ' I
A Project Boundary : Limits of Work This Contract •
. . IK
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Shrub A F E
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+ ' I� F 1 _ IF / E B 7 G
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W I . ' I'1
11 G Plant List
N W I `_
O Q i
W I Shrub A TREE TYPE 'A' RED SUNSET MH'LE (ACER RUBRUM)
04 w Ij 'B' RED OAK (QUERCUS BOREALIS)
r ,, C' FLOWERING CHERRY (VARIETY TO BE DETERMINED)
i
r'4 r I 'D' DEODAR CEDAR vCEDRU5 DEODORA)
Z I s.
'E' JAPANESE MAPLE (ACER PALMATUM VARIETY TO BE DETERMINED)
'F' JACOUE MONTE BIRCH (BETULA, JACQUEMONT E) • •� / ---
;' I `"` 'G' HOGAN CEDAR (THU�A PLICATA)
PROPOSED BUILDING I
IH` #216 H' VINE MAPLE (ACER Cii�CINATUM) 7-29-88
'I' COAST PINE (PINUS CGNTORTA)
I Shrlub__B II SHRUB TYPE 'A' DOUBLEFILE VIBURNUM (VIBURNUM TOMENTOSUM) • •
'B' JAPANESE PHOTIN A (PHO INIA GLABRAN/
PLANTING TYPE 'LS' MIX OF: RHODOCENDRON, AZALEA, VIBURNUM, ILEX, COTONEASTER,
A B ANDROMEDA, NANDINA
I0-
H
I 2 H APPROVED FOR CONSTRUCTION
r I
CITY OF TIGARD
w1 3 H ' 2 - --- - - ---
1
TRANSITION `- PERMIT NO •�� SITE ADDRESS ,,-
EARLS R - 1487,6?'
`� CH = 5 t° 29. 44' E 190.41 CH = S 4" 26, 00- 28' 2 ' I�.io' DATE- ,
2H
301 2G
OGGC�00 -00C> 000 (�N-4j
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M1,•.Y:�E Stir,.{ASG,N.i.l[S Of.
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PRINTED
141 • I L 4y0Y
N-11A• •4
�►
ag
Site Plan Site Data S�Q2 � "
-- - --- 1� ft Mackenzie En4lneering Incorporit�d
_
11P7 30 -0
North F Combined Site Areas 273,278 s.f.
Building Are��s 215 : 44,070 s.f.- 69,650 s.f.216 : 25,580 s.f. As Filed For Foundation Permit 9-22-88 "F t
=FF'MIT' N0. 8819Q3,OParking : 3 Handicap, 177 (Std. & Compact) Landscape' Area 55,678 s.f. 20.316 of Site
' "- Site Work Permit 9- 15-88 '"H"`'
OF d 288422.
....rA,•,•. e,•.,.p,�.,...,r......,.,daw,¢,,,v,A.4 «..,,,:,+•,.IlyllM7, ,r.w ..
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•----•— a civ-~ � —IZXe' �L-c
EXISTING VAULT AND
SIGNAL LIGHT STANDARD
S . W . 72nd AVENUE TO REMAIN
N 0 02' 40'' W 272.52'
01
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I 1- ,�'''I .rj• - —— ——— �4r3 - RIM 149:t V' RIFY
•h1•a.m• ....•Mr..................•�...a..... 4;T�j�' SEWER E MENT 1� 11.1 Itz—7 C� 0"5) ��TUB ol1T
IE h.I W2.70 (10"E)
�. 1f OUY Ig2.50 (IS"W) —
I: 1Sl I 2"� 1 14.E BFv 1"0 C3E G�NSTfZUGTED U►JC>Er< .�.I
---- 143.4 4l I 5EPE2ATE PERMIT 6Chl 7104
Legend
'49 SEE 5►-+'1'. G- 1.OF 1
JOB 1.10. Z8 I7�q . 001
,• I
New Sprinkler Main
21M II& (VERIFY) E I , I ---•----- Existing Sprinkler Main
.e IN Ig2.0 (ID" �I) I C I I 1 '
IE 11%j 1A 1 �o(1z" 5� !�I >; I ! - 4 ----�-- New Sanitary Sewer �r.
IC IN 1gI.B0(zAl">:-vERI�Y) d r; '� �d -- — Exulting Sanitary Sewer
IE OUT 141.05(24"W-VEt2IFY) y I: ( � 1
I� 14z.z-� �� —Ig' � p -:c°i� w/4'� r�F_RF. P1 PS �-0IJ5T2U�TEG �'.�..FE....'.."...� New Storm Drain �7!
ft
:
- 10"Q O.13`x — % `�`� UNDER 5�-PERATE PERMIT # 8r1�(,q
I1 �M Iga Y 1ir I�z_.Z.. �.� •••--•••--•-••••••--• Existing Storm Drain C
14Z�' �- �.�, � ! � New Catch Basin �
I _ _ �... O, ; ! G14` s� Existing Catch Basin
I'F-1 IE X43 3 •
(�.-1_ •• n •n *10
,- - •�� -- A -
I;' z 8 M 149 •�•••••�•••� J
LAjTEL _meq' e 9 �'� ••�.• • /,E 142.33 J a New Storm Manhole
N W • IE tD
& alp •.-.s' iE.�•• " _ - Existing Storm Manhole
O IA I W 1 L • p �� 4"@ 12�c
MJ TEC. I Ix, Downspou.
W 9 ICM w
• w � � gg� ,, � - �' ! � r, a Clean-Out —
� IES-_ - - - - - - - -- - - -
E _ 145' 1-6¢ 1E i4� 9 N b Fire Hydrant
k ` I Z I 00 K� Valve
Go vi
PROPOSED BUILDING
•� IO rjc!sT
+216 I
7-29-88
F.F. 14 9.0'
r I I I ! 9' 0 14% -
�/°�
4
General Notes
I :I yitili rN5
/ I I, , l • I - 1 .1, 1• ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY
•u••n••••nm unnnun. •�iununn• u• ••unnnm uu•• ,.
r / .' •... •....•.�..��.., loom. • •.•..•................•..•..••. .... ••�!• ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR SHALL FIELD VERIFY M Y
- -- _ I" = 148;.67' -
- a q� 2 IN LANDSCAPE AREAS. MANHOLE RIM TO BE SET AT 6 INCHES ABOVE FINISH GRADE.
- �•-- l CH = S 1° 29' 44" E 190`41' _ �= 6° rr
CH S 4° 168.10' ..
' � W 168.01' r n�
_ ---• `^1 --- �C-�I INIQF F
17 9 301 R D K • V V _ - -- -4.s
3. ALL WORK SHALL CONFORM TO THE UNIFORM PLUMBING CODE.
4. UTILIZE NATIVE BACKFILL IN ALL TRENCHES OUTSIDE PARKING AND MANEUVERING AREA:.
ftX15TIhIG STM MH ,O D'ZI J J/g" NerzF NIS 0 BE
B N R .O.R ,W, S. SIZE AND LOCATION OF FIRE OEDARTMF.NT CONNECTIONS AND LINE TO BE SET BY DESIGN-81iILn
RAILROAD �oN�•r21.�cT >J ANDER SfrPI3RATG
E✓IM Z FI -LD_ I Y PEKMIT It 8817(oq FIRE SPRINKLER CONTRACTOR, •�»liFSi
'•M •r,aO.B AESF FIVE I,
--- ;� IW 138 0-7 I✓x157 Z4' E - PRINTED
ADZ `�D Z IE IN 137 SIO(NEW IB"S C4" PEPF) 6. SEE TIGARD WATER DISTRICT PLANS FOR COMPLETE WORK INSTRUCTIONS, MATERIALS LIST, "
S IN 13-1 CIO (15" N. STUB) ETC., FOR WATERLINE CONSTRUCTION. SLP 2 b T
IE OUT 13-7.az (Z1"W.)
u T `EE 5NT 6-1 OF 1 MlOenz;48110 & A s�aatae NE t '
JOE,., NO. 28-1_1 A. 001 Mackenzie Enalneelin& Incarporata4
1` 30'-0„
North D
As Filed For Foundation Permit 9-22-88 " 2
PERMIT N0. E1819t_I
Or R — Site Work Permit 9- 15-88 "°
288422
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11 so P mmW
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NOTE: IF THIS MICROFILMED ,
DRAWING IS LESS :LEAR THAN
THIS NOT ICE. IT IS DUE TO
a TIF QUALITY Or THE ORIGINAI
DRAW I W. OE 62 6? .? 92 S? ft EZ ZZ It 02 61 91 LI 91 91 IPI CI ZI II of 6 0 L 9 s'.._�•-r e'•. z 1'"E""
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REVISIONS:
MACRENtIEI�AITO ABSOVATES PC
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PRINTEDTHESE DRAWINGS ARE THE PROPfRtN Or
Mackenzie/Saito & Associates BMA)AND AnE No°TO eEB 9ED Od REPRO
Mackenzie Engineerina I-icnroorated OIICE0IN ANN MANNER,E.CEPT W""Hf
PRION WRITTEN PERMISS,ON OF MfFA
SEP 2 3 1988
SHEET
PRELIMINARY ONLY
A I
OF
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PERMIT NO. 8819 Q',
-- `�`
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PRINTEDTHESE DRAWINGS AFIE THE PAOWITT OF
MACKEN21UTO S ASSOCIATES PC IM,
Mackenzol,gmtn & kso(otes SM AND JkP.t8,LOT TO SE USED OK REPRO
Mackenzie En(in1t1 nn� (",ir;lOFlted PRIORDW111"I PIPM19lION Of M SA THE
'SEP 12:� 1988
SHEET
PRELIMINARY ONLY
A2
OF
PERMIT NO. 8819)'
JON NO.
OF 8 P288422As Filed For Foundation Permit 9-22-88
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South Elevation
1/8 of=
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North Elevation
1/8"= 1,-0,
8- 16-88
1
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PRINTED
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MackenzieEn[;iner.nt+rt I i-vira
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0 0 A F P 1988
M.i.fNL6 SMTO!AS5OCI.1E5 PC
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PRkIiAAINt►itY ONLY ; : A'' ” , � ' „
See Partial Entry Elevation
Pus Elevation
t tion _
_----- Lr,�
1/811= 11—Qf
PERMIT NO. e(319(:),-. As Filed For Foundation Permit 9--22-88 IOBNo
s
OF e
Design Review Set 8- 16-88 288422.001
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NE; IF THIS MtcROFIIMED ►- I 2 3 4 5 e 7 e 0 0 11 12
NO
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IS LESS CLEAR THAN
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THF QUALITY OF THE ORIGINAL _
DRAW I Nf l.
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DATE:
FOUNDATON PLAN KEYNOTES DRAWN BY:
Sca I c? 1 /8 1 0 CHECKED BY:
1. TURNDOWN SLAB, SEL DETAIL 8/C. P.__1'�
2. 4" CONCRETE SLAB W/6" X 6" W1.4 X W1.4 W.W.M. REVISIONS:
OVER 6" FREE DRAINING GRANULAR MATERIAL
FROM GRIDS F TO J) (ALTERNATE REINFORCING:
3 AT V-15" O.C.).
3. 5" CONCRETE SLAB W/6" X 6" W1.4 X W1.4 W.W.M.
OVER 6" FREE DRAINING GRANULAR MATERIAL
FROM GRIDS A To r) (ALTERNATE REINFORCING:
3 AT V-6" O.C.).
4. LINE OF 2ND FLOOR BUILDING FACE.
5. CONSTRUCTION JOINT T1PICAL AT NORTH/SOUTH GRIDLINES
AT 0" O.C. MAX.
F OOT I NC� SCHEDULE 6. CONTROL JOINT TYPICAL AT EAST/WEST GRIDLiNES
TYPE LENGTH W1 DTH DEPTH —LONG I TUD I NAl
ONGITUDINAL TRANSVERSE REMARKS AT 20'-0" O.C. MAX.
REINFORCING REINFORCING 7. POUR STRIP. CONTINUE MESH FROM SLAB OR USE
(7)#5 X 111611-TOP ( 10) #S X 8 '6"-TOP #3 BARS X 3'-0" AT 2'-0" O.C. AT JOINT.
12 ' 0 " 8 ' 0 " 1 ' 8 (9) #7 X 111611-BOT ( 13)#G X 816"-BOT SEE DTL .6/C
8. CENTERLINE OF WIDE FLANGE COLUMNS. IAAC1(EN7It,/tW70 &ASM,TULP.C.
11 1 0 11 8 ' 0 " 1 ' 8 " (7) #5 X 101611-TOP (q)#S X 8'6"-TOP
1988, RIOWS RESENVIV.1) _.
(9) #7 X 10 ,611-BOT ( 12) #6 X 8'6"-TOP SEE OTL .6/C 9. CENTERLINE OF TUBE STEEL COLUMNS. THESE DRAWINGS ARE THE P',OPERTY OF
r1N,4SkTO,4i JkSS1' PC OA/S
_r' APR NOI 0 �c U5�0 OR REPRO-
"" IN ANY W1,HER, E)((XPT rN T14C
10 ' 6 10 ' 6 1 '8 (9)#7 X 10 '0" (9)#7 X 10 ,01, SEE DTL .6/C PRIOR winitN PERMISSION OF U/SA
DO S 'O " S ' 0 " 1 ' 0" (6) #4 X 41601 (6)#4 X 4 'P" SEE OTL.7/C SHEET
3 ' 6 3 ' 6 " 1 ' 0 4) #4 X 3 '0" (41 #4 X 31011 SEE OTIL .7/C
' 0 '/ 4 10 " 11011 (4) #5 X 8 '6" (8) #5 X 3 '6" SEE DTL .7/C PRINTED S1
OMackenzie Engineering Incorparstild OF
NOTE : CENTER FOOTING AT COLUMN CENTERLINE EXCEPT AS NOTED JOB NO.
PERMIT NO. 8819171:; P288422
As Filed For Foundation Permit 9-22--88
6 OP 8
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ROOF FRAMING/SECON-D FLOOR FRAMING PLAN KEYNOTES DRAWN BY:
11�M
Scale I /R 1 . PURLINS — 4 X 16 D .F . ni AT 810 " D .C . TYP . CHECKED BY:
2 . SUB—PURLINS — 2 X 4 AT 24 " O .C . WITH SIMPSON HANGER AT EACH
END TYP . REVISIONS:
3 . 5/8 " PLYWOOD SHEATHING
4 . BUILT—UP ROOFING
5 . 2 X 4 AT 16 " O .C . THIS BAY ONLY
G . ASC PACIFIC 22 GUAGE 2 " DEEP TYPE 2—W COMPOSITE METAL FLOOR
DECK WITH CONCRETE TOPPING ( THICKNESS VARIES — SEE ) MIN .
TOPPING THTCKNESS IS 2 1 /2 " . PROVIDE ( 3) 112 " DIA . PUDDLE
WELDS PER SHEET TO SUPPORTS PERPENDICULAR TO FLUTES .
PROVIDE 1 /2 " DIA . PUDDLE WELDS AT 24 " O .C . TO SUPPORTS
PARALLEL TO FLUTES .
7 . SIMPSON HSA 41 AT ONE SIDE OF PURLIN
e SIMPSON HSA 41 AT EACH SIDE OF PURLIN
9 . 4 X 16 D .F . # 1 PURLIN AT S ' O " O .C . THIS BAY ONLY
10 . UAA3([NZIE WO ASSOUATIES.P C
1988,ALL RIGHTS RESERVEr
T)4FSE DRAWINO ARE THE PROPERTY OF
CXENZIE�WO T& AW)CIAMS,PC (M/S
AND AR NOT 0 OF USED OR REPRO
ip k i N a �711UED IN ANY WMNER, EXCEPT WrR THE
iale^. PRIOR WRrrTtN PFPUISSION OF W/V
Mackenzie Engineering i,-v;:,rporsted SHEET
�.F P 23 1988
PRELIMINARY ONLY S 2
OF
JOB NO.
PS5,MIT IqO- BeV;1-17 P288422
7 OF 9 As Filed For Foundation Permit 9-22-88
NOTE: IF THIS MICROFIL14F.0 —4 5 6 9 10 11 12
DRAWING IS LESS CLEAR THAN
THY, NOTICE, 11 IS DUE TO
THF QUALITY OF THE ORIGINAI
DrI.W I NG. 6C Iz 02 61 91 LI 91 91 fp I CI al 11 01 6 9 1 9 CS fv E ?
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*A ROOF FRAMING PLAN KEYNOTES
DRAWN BY:
Scale 1 /8 " " 1 CS X 6 . 7 BLOCKING WHERE SHOWN CHECKED BY:
2 . ASC PACIFIC 22 GJAGE 1 112 " DEEP TYPE B-30 L
METAL ROOF DECK . BUTTON PUNCH SIDE SEAMS AT 24 " O . C . . REVISIONS:
PROVIDE ( 4 ) 112 " DIA . PUDDLE WELDS PER SHEET 70 SUPPORTS
PERPENDICULAR TO FLUTES . PROVIDE 1 /2 " D I A . PUDDLE
WELDS AT 24 0.C. TO BLOCKING PARALLEL TO FLUTES
(r -P
MACXENZIE/SW.0 6 ASSOCIATES C
1958,ALL RIQ'4TS RESERVED
MESE DRAWINGS Vf THE PROPERTY OF
TAIIS, PC (M.'S
rA10%RV-'NR TO'SE' 'D OR REPRO
Mackene [nemperinp in�,mrated ". IN kW MANNER. EXCEPT*Tn4 NF
PRIOR W"nlTN PERMISSION OF M/&A
Ep 12;1 1988 SHEET
PRELIMINARY Oki�
S3
OF 3
108 NO.
NO. 881907 P288422
R OF G As Filed For Foundation Permit 9-22-88
p
...................
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NOTE: IF THIS MICROFILMED
DRAWING IS LESS CLEAR THAN
THIS NOTICE, 17 IS DUE TO
THE QUALITY or THE ORIGINAL
DRAWING. Of 9Z 12 92 SZ 0Z E2 2Z IZ 0Z 51 81 LI 91 91 1r1 FI 71 11 01 6 1 9 5 1p E Z 1"•A"
APRIL 11 1991