Plans (18) F PS2016-00198
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GENERAL UTILITY NOTES LEGEND
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PACIFIC H WEST (01399.) (SW PACIFIC H PROPOSED STORM LINE
F e: 8 _1. ETHMEsTIONOGNTRiniALCITTIOERS SHALLPRIOR FTIOELBDEGVEINRNIFYINGTHCOENLSOTRCAUTICTIONON?F SD \F.:NI
ONE ",*</.-•.?'''
SS
PROPOSED SANITARY LINE
2. INSTALL CLEANOUTS EVERY 100' AND AT ALL BENDS 451 OR 1 . 100 2.3
] GREATER. FW <
PROPOSED WATER LINE (ARE) >
_
_ - - - - - - ___ - - - ___ 3.
3. ALL ONSITE SANITARY AND STORM SEWER SYSTEMS SHALL BE DW
PROPOSED WATER LINE (DOMESTIC) - ....
PRIVATE, ,
2
PROPOSED DCVA
CATCH BASIN INSTAUED - - CATCH BASIN INSTALLED 3
UNDER PFI PERMIT 1 111 [ UNDER PA PERMIT PROPOSED WATER METER
: ----- I° -
/ / 10'*'.41141,411116,..74
PROPOSED DC _ • , _.,,h hi o- , I'''
EX. 12" SD (PER CITY MAPS)
_ __. V' PROPOSED FIRE HYDRANT
_ _ - 4-(ch NOV 2 2 '2016
_
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_EX. 12" CIW _
'6 IS: ''Pl90 ,113LF ,„ ' - -...,4
- ---- A PROPOSED FIRE DEPT. CONNECTION (FDC) ;
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37 1 IMINIIIRISIM
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V8" DIP (FW), N 1.,"-DW c- '
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* PROPOSED SANITARY/STORM CLEANOUT
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COTG -
„ PROPOSED STORM MANHOLE
1E:179.00\ Di \\-
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' PROP.' 11' 1 1 0 PROPOSED STORMFILTER MANHOLE
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- IE= 179.48 2,
("s- LEASING 0 PROPOSED LYNCH STYLE CATCH BASIN
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,› 1: :1 ifirim PROPOSED AREA DRAIN
OFFICE
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6 PROPOSED STORMFILTER CATCH BASIN
IE= 173.07 ci
> Fr) DW III 1
CL 04 8" (
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01, PROPOSED WATER VALVE = 162
1" 73--- .333 _ -7_373.-77- --_3773_7333' 7- 1
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, PROPOSED REDUCER
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10 LF-6" SD Alillk , vjj 144 r,..J .
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lE= 178.39 Mir re- a o Z
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STORM DRAIN NOTES fl
11,1 ; 1:0:61
... , 1.1.1 48"0 SDMH 01B 0 CONSTRUCT TRAPPED CATCH BASIN,
"
,, (INSTALLED UNDER CITY OF TIGARD PR PERMIT) SEE DETAIL 1, SHEET C4.1.
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.3„,----3 4" SD _ , ,,2,
-- • ,t....0 RIM: 171.84 INSTALL 17.1 IF 6" PVC C-900 qh S = 0,0200 FT/FT
(FD).,.. \
„. 10 LF-6" SD 0 it 170.50 i 1
' ' 1 12" IE IN(N): 167.50 RIM: 173.25
RD ,ozo ScorQuest
COTG 1E= 177.44 I , 15" IN IN(SW): 167.45 IE OUT (6"NW): 171.25
h E: 6,96
I 16" 1E OUT (SE): 167.25 -N* SELF SilORAGE
.4. PROPOSED THREE-STORY ->
;,. tr3 C5),0 CONSTRUCT STD STEEL CATCH BASIN STORMFILTER -
N.-) 1.- 5r.t,\1-, '
0 CO CONSTRUCT 72"0 WATER QUAUTY STORMFILTER MANHOLE 6 1 CARTRIDGE (PRIVATE). SEE DETAIL, SHEET C4.1. LU
' W/ PARTIAL BASEMENT ,P, 0 soc/s-
0 , (5 - 18" CARTRIDGES; LOW DROP) SEE DETAIL, SHEET C4.1. INSTALL 8.5 LF 8"SD PVC C900 ‘,1,' S=0,3506 FT/FI
1 9 as - ° NO \NA.
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'`''..> -5, i I .., /1E 168.61II. I RIM: 174.08 RIM: 173.97
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SELF STORAGE FACILITY , ,, _- 0 I I 6" IE IN(NW); 169.65 IE IN (6"SW): 171.67 MEM
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3 0 0° •
r 1 12" IE IN(SW): 169.65 IE OUT (8" NW): 171.67
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vi,0 ___ IN o in 31.2 LF 18" SD (621)
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EXISTS PAR-"NG it
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I , _t ,,(NI 15" IE OUT (NE): 167.85
co co 5 a If PVC D-3034 0 ±916 LF 4" SD PERE. FOUNDATION DRAIN
D.... , • a.d ' ' 5=0.010 SLOPE TO DRAIN. SEE GEOTECHNICAL REPORT FOR DETAIL.
E.1 -A- 0 / ,h ) CONSTRUCT TRAPPED CATCH BASIN.
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SEE DETAIL 1, SHEET C4.1. INSTALL 6" EXTENDIBLE BACKWATER VALVE MANUFACTURED
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. INSTALL 17.4 LF 6" PVC C-900 •! S = 0.0397 FT/FT BY "CLEAN CHECK" OR APPROVED EQUAL
,2, 10 LF-6" SD E®
h.
- \ ''' I I RIM; 173.45 IE= ±168.81
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48"0 SDMH 01 DLU eiLL
---3 / t - IE OUT (6"NW): 170.95
1E= 174.12 I
8
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.‘ .. . 16154 (INSTALLED UNDER CITY OF TIGARD PA PERMIT)
CONSTRUCT TRAPPED CATCH BASIN. RIM: 173.3
SEE DETAIL 1, SHEET C4.1. 8" IE IN(W): 168.38
P I . COTG/8" CAP -7
INSTALL 17.3 LF 6" PVC C-900 0 S = 0.0225 FT/FT 12" IE OUT (SE): 168.05
i, 8"x8" WYE 6 N h il ' 1 RIM: 173.40
I i 1E:168.69 11---11 I
• (I)
, 1 I 1E OUT (6"NW): 170.90
1 , EXISTING PUBLIC CATCH BASIN PARTIALLY BURIED UNDER lawm
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EXISTING BUILDING. n" CO
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CO 1 ›-
' r---- COTG Nr-If°2/"----3 1E= 172.23 . lE= 168.50 I ' w
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1E:171.75 8 1
(TuiNi29.0 IF-6" SD • co
• 1 SANITARY SEWER NOTES , .1 (.9 04
C.) IE= 171.00 -... 0- ci. I..-
= 03)
13 l 3 0 3333...33, (3:51
C .... AA OP TIGARD
> 0 I 1 ' 04 CONNECT TO EXISTING 8" SANITARY MAIN WITH 4" PVC (h) Z
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.:(.0 I INSERTA-TEE PER CWS DWG NO. 530, SHEET C4.2. ItEVIL- ,,,D FOR CODE COMPLIANCE
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®:1 11.9 LF-6" SD (,-)-4- 1E IN (4"NW); 164.61
ch. COM/ . li to)re) ...w, Pr)'M Lu APProved: I
co cn IE= 171.00
it 0 re) = g 0 OTC: 1 i
'cl^PO to .....
12"x8" WYE
1 o 4*. aValliva PM. IMMOR OMPON 01M011
12"x6" WYE 1-23 in d 11.9 LF-6" SD f®,
c) c•-.)„NI /1E= 171.00 , - --1 o
Address: - -, '40 ,6"' Orilik,
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1E170.30 iin (/) I 1 - / Suite#: (0
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67.3 LF 12" SD PVC C900 )
100.0 IF 12" SD 15" SD PVC - , • , , . _ .. .
a 1 n , 111 1 _
„ 0 . /\ S.0.0060 / PVC C900 / S=0.0060
12"x6" WYE'
-,-.•
-7-Ap ill COTG 1E169.981.1
(SIZE NOT VERIFIED) . REVISIONS
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_} ' • \12"x6" WYE 1E170.25 h i 15"x4"WYE li v it 7' OFFICE COPY Na. DATE BY
10 I °Al 1E:170.55 12"x6" WYE/ 167.74 1 I
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1E170.14 , - - . .
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- 172 I-F -"FW --- ----- - - - - - -- - - - -- --- - -- - / Y
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1 -- f-- 6"FW DIP 1
PROP. 18" SD
PUIC
(SI:: NOT VERIFIE0' I I ' -- II - ' I 11 - I A
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EX_ 8"SS (PER CITY MAPS) I
EX 8 SS _ ' --; _ _ __
c 6' 3 - - - - EX. 18"SD - - - - - 1/6\
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ISSUE DATES
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.- i DESIGN APPROVAL:
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, EXISTWG C,OVEPE5 1)-4k,t(l!vG ,... k. v_ ..
---.... ................ , 1, PERMIT SUBMITTAL
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i: VS TING PERMIT RECEIVED:
&t,"/ Pi/VG
BID DOCS:
9 \__ i .
-', CONSTR. DOCS:
op EX. FIRE HYDRANT
WATER NOTES
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III HOT TAP EXISTING 12" WATERLINE. III CONSTRUCT PRIVATE FIRE HYDRANT, COMPLETE AND IN .A, ' 241'x36"
1 SCALE: 1".20'
PLACE PER CITY OF TIGARD STD. DWG NO. 542. HYDRANT '
f'l I SHALL BE PAINTED RED. 1 \ 417 WETLAND A '
- PLOT DATE: 10-28-2016
I INSTALL 1" SERVICE TAP BY CITY OF TIGARD WITH TYPE 4%* ,
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I 'K' COPPER TUBING, 3/4" WATER METER AND APPROVED INSTALL DCDA VAULT PER CITY OF TIGARD STD DWG NO. \ d", k..,,, v-...,, ::::,.: kJ: ,, k, .i
\ le &t. U k CAD FILE:
-c-n I RP STYLE BACKFLOW PREVENTER. CONTRACTOR TO 6 533, SHEET 4.2, , \ JOB NUMBER: 15-133
VERIFY SIZE WITH ARCHITECT BEFORE BEGINNING I
/ ,,,,,
I CHECKED:
CONSTRUCTION. SEE STD DETAIL, SHEET C4.2. A.
INSTALL 3/4" IRRIGATION METER BY CITY OF TIGARD WITH II WITFI
,
cz I DEFLECT WATERUNE UNDER PROPOSED STORM MAIN 1 DRAWN: LRL
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(Z) 4 A MINIMUM OF 6"ISEPARATION. S :
inc\I III BACKFLOW PREVENTER. CONTRACTOR TO VERIFY SIZESTATUS BUILDING PERMIT
WITH ARCHITECT BEFORE BEGINNING CONSTRUCTION. SEE
E-.) LANDSCAPE DRAWINGS FOR IRRIGATION DETAILS. 8 HOT TAP EXISTING 6" WATERLINE. GRAPHIC SCALE
h'N 20 0 10 20 40 COIVIPOSITE UTILITY PLAN
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INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTION
a) ,
(FOC). FOC SHALL MEET ALL APPLICABLE FIRE CONSTRUCT PUBLIC FIRE HYDRANT, COMPLETE AND IN
I
PREVENTION CODES AND REGULATIONS FINAL LOCATION TO PLACE PER CITY OF TIGARD STD. DWG NO. 542. ( IN FEET)
-c, 1 BE DETERMINED BY ARCHITECT AND MEP DESIGN. FDC 1 inch . zo ft,
0 i MUST BE WITHIN 100 FEET OF HYDRANT.
633.71 i 33
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