11159 SW HALL BLVD BLDG B Lu
o
Noe
LLJ
CCESS ROAD TO ST. JA MES PAR TMEN TS' LLJ
SANITARY SEWER MH
906y NORTH RIM-191,44
X1�61NG IE OUT-184.!I^
CCE
07
---------------
94
.......... 95
_196 94-1
it UST L US -------�_.
X'�61 N z
RJJAIIIING U
.94 L
SIGN
R
194
r"I)UL T 30,
4�' LIT CATCH -194
AS1
30" LOCUS LIST- 94 REL HEDGE S 8fr42'OTE 2".4u. N RIM - 194,61
DR-20 IL IE OUT - 192.41
CUST LAUREL HEDGE D 15, CSP IN
:1 1 LAUREL HEDGE-� L 45'
36" Flt
7--J R=15 196
30" !00IRT ell, SCALE
DR 17' 19-
-17'
3 F
T
R 15
7 FAR E14T
48" FIR 38" CONIF A?
1) DR-/j DR-20"' 4)
F 196 N z
r Q)
f
2DR 196------ NOTES
BASKETBALL 24 __4 97
AC PAVEDEN, M PARTITION PLAT
NO. 1998-038.
1. BOUNDARY DATA SHOWN IS FROM
t4R'_Jg,(-,UST M 2. ELEVATION DATUM BASED CINI OREGON DEPARTMENT
98
ROF TRANSPORTATION BENCH MARK LOCATED AT
THE SOUTHEAST CORNER CF S.W. HALL BLVD. 0
OVERCROSSING OF HIGHWA" NO. 217.
/ �/ -`_`_ /'l g��.- �' =='`--_._._- -- �E_'— _MI�YED ��, f f 1 ELEVATION 229.69.
3. ELEVATIONS SHOWN AT CUNBS ARE AT TOP OF CURB.
0
Z
/ ��/' �\� ' ; __�.._- pp f - 4. WATER SUPPLIED BY TUALATIN VALLEY WATER DISTRICT.
7
5. STORM DRAINAGE IN HALL 9LVD. ADMINISTERED BY
OREGON DEPARTMENT OF IRANSPORTATION DISTRICT 2A.
F EDG E "�PeA�NI T
200
lllOA70HALL B
NJAVED
SAI fl LANDSCAPE A
FI
L E G END
ENCROACHMENTS 201
JJE OF
&.�JAR �� O."�
<� •b� RubjE F FOUND 5/8" IRON R,)D EXCEPT AS NOTED.
'.�JAR
air
A IV � -�'4 FAfE OF WALL45'
cgDAR L/L All, gF O'HANG I
R= 10" As DR TREE DRIP LINE RADIUS.
4 66„CE CORNER
DP'-It
2 &=JUNE
I '_ _177
4� Ms=
01 G EXISTING GAS LINE.
7 7
-7—, rr M B MAIL BOX.
PR l VA TE DR VE OP OVERHEAD POWER LINE.
PP POWER POLE.
SS EXISTING SANITARY SI*WER,
ST EXISTING STORM SEW7R.
W EXISTING WATER LINE.
WM EXISTING WATER METER.
o C R
req ji re_mep�j,
b In
Cu
Ir J b
Cn TOPOGRAPHIC vURVFj'
FOR HOfmwG DxV=j&mw I CENTERU S
OF PAWMS I At 2, PAMMON PIA' NO. IM-030
SrrVATZD IN THE HN 114 OF .0MON BE T I S. R 111, W.M.
ru
CITY OF TIGARD. COUNTY OF VA&MGM11, STATE OF OREGON CAR001
C1
r 0
Z_ 0
AS NOTED
CmDESIGNED:
Z
W.B. WELLS T01 OGP"ZUC SURM RESOLVED:nLm
POP HOUSING DEMOMPILLVT CENTER DRAWN: Kj
& associates, Inc. OF PARCELS I & 2, PARTITION PLAT NO. 1998-038
4230 NORTHEAST FREMONT STREET
SITUATED DA
IN rH- 99 1/4 OF SECTION 38, T I S. R I W, w.M, _3!i-11111110
PORTLAND, OREGON 07213 r-My OF 77GARr), COUNTY OF WASHINGTON, STATE OF OREGON SCALE: I'-LQ <
O
PHONE: (503) 284-5896 FAX, 284-&130 FILE NO.
- ..... REVISED.
O
O
DRAWING RLF: 0000
C:1
Q
Hall Blvd. BldQ,B, 11159
BUP2001-00404
1 of 2
NOTICE: IF THE PRINT ORTYPE ON ANY4
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 It
HE No 313 IT
-IS DUE TO THE QUALITY OF I . , b ..
T
ORIGINAL DOCUMENT (i�z 1z Liz 9 %7, 11� uz 9 1
1111t11111111 Ill Ill III lIl Ill�1I711 I I 1�I I I'l 1"I'l 11 11 I 111113tw
..4
k
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5j
ti
4
Hanger No. 24 HYDRAULIC DESIGN INFORMATION
Side Pipe Strap TO SPRINKLER SYSTEM----_-._y! ® NREA 2 _c°DENFPA 13R,99 HAZ-RDRESIDENTIAL 5T_c"" WET
REMOTE -TI DENSITY p INSIDE HOSE OUTSIDE HOSE AREA PER
AREA 1 �LPM/HEAD 1 U AElOWANCE O ALLOWANCE O sPP.INKI.ER 256 -- •-_»
ry
If HEADS
searw Strop�� - TOTAL SYSTEM 45.2 Pet 18M AT CITY CONNEC i8N ----`----
HEOUIREMEN-:S:
* _ 7'-0" - 5'-0" 1'-8" I 7'-0" _7
"ol..°vw _Q U Hal a DuWO. -
�.t7._ °on 1'�'°1p' t C-0" ABOVE FLOUR - Il r 1-,/2' CENTRAL SPRINKLER \1 _._.______-_ -_---•-._._._____..- - -------_--- .___•-_- _- //�
MODEL 13R RISER MANIFOLD
W/ FLOW SWITCH, GAU,E &
O / / / DRAIN/TEST VALVE - WIRING
BY OTHERS
z.k w a hx.e.,..u++owls
$00. � --
34
-40L- y
PIPE DRAIN TO EXTERIOR 4 2[hrOf fol TNN g -
1-1/2" THRD MILWAUKEE 201Z.
Note a Plan: Manger Number and Dimension BIITTERBALL VALVE W/
11
TAMPER -- WIRING BY OTHERS '"'_ �" M RE - _ .� `O
04
NOTE: 2-1/2" SLIPxTHRD CPVC ADAPTER - - —) 2 -0 I
CRISER PUC, PIPING IS W/ 2-1/2x1-1/2" REDUCER BUSHING _ I I 3'L6"
UNLESS NOTED - 2-1/2x0-4 BRASS NIPPLE 17 I 7 4 -9 3 111 4 17
_ - 2-1/2" COPPER SUPPLY
-- -
BY
PIPE OTHERS MALE THREAD - `i
in I I \ I - - !
N
�oser� Detai A 4 4 - -
SC4LE 1/2" = 1'-0" 2 0 _ _4-TD ! 4 ! �I I 1 0171 1 � X3"61` � i6-tp I �-6 2-t 4
co / F 5
6-G"•_ qL
6-4 " 7'-0" 2' 10" - _6'--6° 6'-6"
Third (floor G fan
I
1
6'-0" 3'-0
1
HYDRAULIC DESIGN INFORMATION - - -- - -----___.�_ ___ - 8'-0" 7'-6" i 8'
ARF.AR 1 CODE NFPA 13R,99 HAZARD RESIDENTIAL iYPE M WET - - - - - - -- `- ----'-_-
DEMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER G� 2 - SINGL
AREA 4 CPM/HEAD 14 ALLOWANCE O ALLOWANCE O SPRINKLER 256 \ 'CA I ! ! I I I ! f ! /
HEADS El D C `° - ,~ - - • I_
TOTAL SYSTEM I _ 1-
o a o
79,OPSI 60.6cPM AT CITY CONNECTION i° D _
o -c•
REQUIREMENTS: S j + J 4 + ( _� (3 -"`— O 1
4-4
_-
HYDRAUL!C DESIGN INFORMATION - _ t -- �5 '7 1 1-0 I�J�,I �� ,1, _ �_ •,. - ,r —'
NUMEDER2 Ca'ENFPA 13R,99 HAZARDRESIDENTIALEMWET _ R� 0 E AR A — — _ — _. __ 1 , _
REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER IFO�RI ! I I I I I I 1 O
_ _ _
AREA 1 GPM/HEAD 1 8 ALLOWANCE O ALLOWAN".E. O SPRINKLER 256 D 3 LO 1 _a. ry ^ .. _ - _1D - 10 - - - _ __. i-_ ' 7-10
/HEADS FJW — —
I ! N � I
IUTAL SYSTEM PSI DPM AT 4 I "'' 4 2 - "C� 2- B7
REQUIREMENTS: 42.1 18 CITY CONNECTION I I HYDRAULIC DESIGN INFORMATION _ 1-0 15 '7 1_1171-0 �., I � 1-0 I 5-91,
j GFs7! ) 10-3l7 1 1 1 x,71 -- �}
t0 AREA 1 �ENFPA 13R,99 HAZA'�RESIDENTIAL TWE M WET REP �+ - _ `i
in �L- OUR G '' O I T� I ! —n I M
REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER , • v I
AREA ALLOWANCE O ALLOWANCE O SPRINKLER 256 AD ALC n �� n n N
N HEADS 4 CPM/HEAD 1 4 — ! ! 3 I !
'
_t- - ---_.�...__ :�w t� _---.. ..__ ..-- -•- TOTAL SYSTEM I CB 82 '4 84 6- 4--2- -
�lr REOUIREMENTS: 85.8 PSI 57.3GPM AT CITY CONNECTION 103 104 Oi1011
- 34 �4 F - 34 �I
- -
2 6-0 3-0 -2 1_0 5-2 6-0 3-0 8-1
Q� B5
oc
` I B6 �O��l•� I Y -- -
L3Dc4^g C Second Roorr° Play ,�8^ _ ,'-0° i � � -„” 7'-2 '
"
4'-2 6'-0" 7'-6" 4'-4" 6'-O"
P
i
8'-0" s-0" 8'-0" 8'-0" 3'-2:4" 5'-1121.,
4'-6" 4'-6" I
o"
oo I
;T --
--
34
-ll -i + At0 2- 5-11t-' g
3 a o gg
�- • Q • p oo Y �9 4-6 s°.5-41 "in o E
Cl 3 5� I 00
34 I 3 4
2-6 7 12--2 �3 3 -- A _
1'-11L" �1-0 ''?F -2 1-OY • •
170-1r
• r GENERAL N 01-E N ;- 19- 3- +7 ( � 2 t
..:
`�. A5 • 'c ` j4 1 5 / 5- 1 _6" N
I
O I•� -- �� v I r to 1 '7; 0-2
�? 3 1. PIPING IS CENTRAL SPRINKLER BLAZEMASTER CPVC W CEMENTED CPUC FITTINGS, ,
+ _ ^�
7- - = - - UNLESS NOTED OTHERWISE. ---�- -�-- ''
A4 N a ��Q -Icy T rn 5'-6° -6' y , 6-t3J 1-0
m
3'- •� Sao t'-6" T-2" CN
2. LAY PIPING ON TOP OF BOTTOM CHORD OF TRUSSES AT ATTICS. RUN PIPING IN A2 --- -- 61 .
JOIST i:Hi1PdNlLS 13ETWEEN FLOORS, TENTING OF ATTIC PIPING IS BY JND. - 34 _____-j._ 34 34 �^ � � l
• 1 � co
1 2� 63 ,5-01� !-2 R-4 4-10 34"t T-0 I 7-� 34 34
5'-t ' 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER FIELD o �1N - I . `o`� �r u I
i+ I "� d tr. LN A l v ftB I rn
CONDITIONS AND CONFORM WITH MANUFACTURERS RECOMMENDATIONS & NFPA 13R.
4. PIPING LENGHTS NOTED ARE FRO 1 CENTER TO CENTER OF FITTINGS. - - - �' - N 7-to ► � y, ` `-
��\�� J)���/(��J')��� /\/\/��' First
�j'11IP 'I(((I���""����)'I1'I�/(f^�J�) (Irk /(�{��'1I�,j' Q
ra
BUg �2.r/ Y irst Y Y `VN/®Y �O�-3•�Y Y ,/u11 - 11-Ofl i. I • N I KV _- _ _- CC a Z5
CC
-- -- -- 5. SPRINKLERED AREA FOR BUILDING "B" IS: 7,381 S.F. II ¢ I �' l 7'-10
SPRINKLERED AREA FOR BUILDING C IS: 2,190 S.F. o'-to_ ,� h
_ 2.-2„ --KSI O
V--0" 4'-6" - 5'-10" �.
• AA RISER
\
NOTE: ~ `
o
a w
ALL DROPS ARE Br-Q-
� E1 ��(�at �O®®I� Man
���a� 's
3/4 CPVC -_
Hall Blvd.Blda.B.11159
BUP2001-00404
2 of 2
NO1-ES • • !T REVISIONS SPRINKLER LEGEND WATER SUPPLY INFO. - WATER MAIN (THIS DRAWING IS ('HE PROPERTY OF JND JNDFIRF= ���������, ���
- s c N MEA T K N C�tI o L Es u�__-._ NN. ----- JOB : 404F)8 AFIRE SPRINKLER INC. CCS DRAWING IS LOANED WITHOUT10 4 SIDE CHROME 155 5.50 1" 1/'2 CSC S176 CHROME CPVC STATIC104l94ow1873 DATE 1O 22 0°
THIS SYSTEM HAS BEEN il'(uf;AJLICALLY DCSiGNED TO Y _ WHITE "- ---- OTHER CONSIDERATION ;!IAN THE AGREEMENT AND CONDITON
® 19 0 PEND WHITE 155 4.30 1/2" 7,18� CSC BVR-2 WHITE RECESSED CPUC TEST ELEV. I _ g�0 WIL_.vi.Q'nI ST,�(�Q1=NE C�R��jd(V
PROVIDE 14 GPM/f-:LAD OVER THE 1AOST REMOTE 4 HE/',DS -- LOCATION S.W. HALL & LUCILLE CHANGE -2O THESE SHOP DPAWINGS
N
BI F)C. / /� — - Q 26 9 PEND WHITE 155 4.30 1/2" 7,'16 CSC BVR-2 WHITE RECESSED CPVC _ To WATER TAP THAT IT IS NUT TO BE REPRODUCEQ,COPIED, OR OTHERWISE PHONE NO. (541 686-1964 FAX (541, 6c37-0239
lv H WHEN SUPPLIED WITH 77.5 PSI AT 57.3 GPM AT THE L� Ski 1B 7 PEND WHITE 155 4.30 ,/2" 7;16 CSc BVR-2 WHITE RECESSED CPVC SOURCE WERE.PREPARED FRONT e 1 D(SPOSED UI UIRECTO OR INDIRECTLY AND IS NOT TO BE '
OF FLOW TEST BY JND Village a t Washington Square
e
BASE OF RISER FOR BUILDING B A`ID - m U — INFO. DRAWINGS BY USED IN WHOLE OR IN PARI TO ASSIST IN MAKING OR TO 11157, 11159, 11161 & 11163 H ALL BOULEVARD
WHEN SUPPLIED WITH 70.5 PSI AT 60.6 GPM AT THE APPROVALS WATER SUPPLY INFO. - TANK _ CA_RLETON_-HART FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS _ TIGARD, OREGON
BASE OF RISER FOR BUILDING C. PRESSURE 0 CAPACITY 0 ELEV. 0 _ ARCHITECTURE _ ____ PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF HIS 1
SYSTEM DESIGNED IN ACCORDANCE WITH NEPA 13R 1999. `-' REVIEWING DCCT __DATED 5 18 01 _ BOLLDINi�S B & C
-- --
AUTHORIT1Es CITY OF TIG ARD_ APARTMENTS -----1-1--- - -- DRAWING NILL BE CONSTRUED AS TIN ACCEPTANCE OF THE � J R FIRE SPR!N K L E R SYSTEMS 1.
�RA
RE PUMP _ _ __ FOREGOING CONDITION" AND AN ADMISSION OF THE EXCLUSIVE
• - " _ TOTAL HEADS BLDGS 8 & C 93 - PRINT DATE: 10/24 ')1 -- -- - -
60 TEbO RATEDO MFGR MODEL ---------- -- OWNERSHIP IN AND 10 THE DRAWINGS. sCALE 1/s" = 1'-0" OREGON L1�.I�c. 64395 PAGE 2 OF 2
`
GPM
1,1
NOTICE: IF THE PRINT OR TYPE ON ANY rl 11r ,11 III III 1IIjII1 I I IJIIIII)1II 1 r 1I1 111 1Ir r11 111 11r 111 1 I III III III III III III IIII ! III IIT III 1 1 111 III III I I III 11! !(! I I i1! I�III(I I I !I! 1II rII ! I M d9) ; 004
IMAOE.16 NOT A6 CLEAR A3 THIS NOTICE, L I 111 I I �± I_ , � I q I
It 16 DUE TO THE QUALITY OF THE _ _ _ _ ,�,,, e,�,., -•„�,,.
ORIGINAL DOCUMENT s t
IIII IIII�III�IIIIIIII�IIIIII�IIIIIIIIIIIIIIIII Iililllll IIIIIIIIIIIIIIIIII(Illlllllll Illlillf I IIII�II��ill�l�lllllllll�llll IIII�IIII IIII�ill�lll�llil IIII�IIII Illl�llll Il1lUlll IIII�LU1W Ull llJlll I:1ll�U1i1111H111