Plans (9) SIT2013 - 00015
RECEIVED
Cv
------------ 0
4 C14
END CURB M__MANHOLE 2CP1 EDGE OF 4 JAN 2 2 2014
3 RIM El =240.59 1 SEE SW BEVELAND STREET PUBLIC UJ 0 C), to
on SS SID 0 PAVEMENT D_ C4 D(_ %,.�
bi EX 1 AND GUTT R IE 12"_(NW)=23 .14 IMPROVEMENT PLANS FOR OFFSITE CITY OF TIGARD 0 04
IE=±230.15 EX, 10 SS a. 00 W
IE 12)'(E)=23 04 IMPROVEMENTS (TYP.) J 10" as f,I 1 0) x
SS SS BUILDING DIVISION N
SS IE=± �1.99 11 10"(S E) E= 234.19 00 0 Q
SS -- SS SS Ss SS - 5S SS 'SS S SC .... ..
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fil D G E 5
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IE�La,i2"(N)=236.1 3"
5 W )TTOM�Ea,5,DL- W_ W I
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FOUND 5/8 vy/ i PC
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286
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ON
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E= 9.95
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NORTH END OF
INSTALL 8" STORM DRAIN (C900 PVC) AT 1.007. MINIMUM SLOPE.
CHAIN LINK
FFE 240. 47 4001, WWI, 0,E FFE= 242. 32
BUI DING 3 BUILDING 1
z FENCE, 1.81' W'LY INSTALL 10" STORM DRAIN AT 0.50% MINIMUM SLOPE.
D-S,
T fi""', 24 COORDINATE NTH CONSTRUCTION OF BEVELAND STREET
L IE=2T8_.3_5(i) ca X PUBLIC IMPROVEMENTS.
F
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250 ON SHEET C602.
x X
Al l'A111 1410 qp
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STD. DTL. 010 AND 120 ON SHEET C602.
STORM DRAIN MANHOLE PER CLEAN WATER SERVICES
15" URE A\
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41
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KIP ROOF DRAIN DOWNSPOUT CONNECTION TO STORMLINE.
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DS 61
DS WATER SERVICES STD. DTL. 520, 540 & 600. SEE DETAILS
ON BEVELAND STREET PUBLIC IMPROVEMENT PLANS.
IE=238.- (:D-E=239.95
10
/3\, EXISTING PVC SANITARY SEWER LATERAL TO BE USED FOR Z
BUILDING 3 SEWER CONNECTION.
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0
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to
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BEVELAND STREET PUBLIC IMPROVEMENT PLANS.
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1" WATER SERVICE LINE PER CITY OF TIGARD STD. D
503, 520 & 560. SEE DETAILS ON BEVELAND STREET
trtu
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PUBLIC IMPROVEMENT PLANS.
X W00f
1174
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1" WATER METER. SEE DETAILS ON BEVELAND STREET
'PUBLIC IMPROVEMENT PLANS.
?gj IE=23a..
95
@INSTALL 1" PEX WATER LINE. COORDINATE WITH CONSTRUCTION
>
1114" 1011
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OF BEVELAND STREET IMPROVEMENTS.
ME
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PARKING 51 11 DETAIL ON SHEET C603.
J
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MY A
> @ INSTALL 4" SANITARY SEWER LATERAL AT MINIMUM SLOPE
IMR
OF 2.0%. COORDINATE WITH CONSTRUCTION OF BEVELAND
.1 gF.�22 521115 STREET IMPROVEMENTS.
,
ca
5' ALL
@ INSTALL FLOW CONTROL STORM DRAIN MANHOLE PER DETAILS
ON SHEET C603.
FEI`
7
Q4J INSTALL STORM FILTER VAULT PER DETAILS ON SHEET C603
RIM EL=238.5
R
C
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A2
REVIEW C5MMENTS
-5
15 INSTALL STORMTECH SC-740 CHAMBERS (14) IN STONE
11/12 13
('1'031 Nti`M EMBEDMENT PER DETAILS ON SHEET C604, DESIGN UPDATE/CV
UIlla CROSSIN
COMMENTS 12/17/1-
DMH 5
S 811 4" SS IE=236.45
4
-QUALITY MANHOLE 8" SD IE=237.11 1122 REVISED UTILITY ROUTING
-:--'WATER W IE=236.49
X 3xio" INSTALL STORMTECH 8%6" PREFABRICATED INLET 3
RIM=237.96
> 01/09414
MANIFOLD PER MANUFACTURER'S REQUIREMENTS. UTILITY ROUTING
31
10 00", REVISED
IE (8"NE)=Z,55.6b
31,
IE (6-SW)=235.65 ge COORDINATE WITH NW NATURAL GAS FOR GAS SERVICE /4\
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LINE LOCATION, ROUTING AND SEPARATION FROM OTHER
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UTILITY NOTES
STORAGE 311 a; ,
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SOWIP(E) 'RIM=2,37.70
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14
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1. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT
LE i . , , - DOES NOT SHOW EVERY
m
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,Ag
IE=2 E
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IE= Drawn By Checked
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FOUND 5/8 Tl�: 3. PARCEL 2 SANITARY SEWER LATERAL %THIN THE ACCESS AND
11 ? CMH
UTILITY EASEMENT IS FOR THE BENEFIT OF PARCEL 2 FOR THE
MARKED "LODESTAR" -
PER SN 30904. 1�6 co INSTALLA`TION AND MAINTENANCE OF THIS SEWER LATERAL. Project Number
2V2-01
240
cz, GRAVEL 04 239 SOUTH END OF Issue Date
1.00% 1
2,35.......... CHAIN LINK
FENCE,L 0.20' W'LY Drawing File Name
N89*05'1 8"E 159.88
FOUND 5/8" LR,_ Sheet Number
PER BEVELAND '. ------- ------- ------- --------- -------------------------------- ------------------- -------------------------------- ----
--------- ------
WESTUKE
C, ASPHALT \-FOUND 1" I.P. FOUND 5/8" CONSULTANTS me.
PARKING (BEVELAND NO. 2 PER BEVELAND
4i CALLS OUT ENGINEERING SURVEYING PLANNING
SITE UTILITY PLAN 5/8" IRON ROD) C400
Q PACfflCCORPORATECENTER
15116 S.W., SEQUOIA PARWAY SUITE 150 FAX f550033) 684-0652
SCALE: 1"=1 0' TIGARA OREGON 97224 624-0157
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ONSITE STORM LINE PLAN
SCALE: 1 10'
NOTES
.1. SEE COMPOSITE SITE UTILITY PLAN C400 FOR ADDITIONAL
INFORMATION FOR ONSITE UTILITIES.
2. SEE BEVELAND STREET PUBLIC IMPROVEMENT PLAN SHEET C4.0 FOR
STORM LINE PLAN AND PROFILE WITHIN SW BEVELAND STREET.
250 250
HLVI
EW GUMMEN I�s
11/12/13
PROPOSED GRADE
EXISTING GROUND DESIGN-UPD-A—TIETCWS
AT PIPE COMMENTS 12L17/13
AT 'PIPE
ED UTILITY ROUTING
01/09/14
REVISED UTILITY-R-0-UTING
E 240 01/21/14
Z52 LF 10" D30' 34
SDO 35 PVC @ b.507.
C� 113 LF 10" D3034 SDR 351 PVC @ 0.507.
N
2PO (ptiBLIC--s-TORM—LINE—FROM—SDtIH-#3—TO—SDMHJ
IN 15'—WDE EASE*MENT TO TH-__ CITY OF TIGARD
A
SDMH #4
SDIVIH #31 iSDMH #2A
FLOW CONTROL MANHOLE
STA=103+89.191 14.03" RT
CS STA=103+60.15, 144.89'1: RT STA=10 1.47' RT
3+89-18, 1
220 220
RIM=239-31 RIM=24O.p4 RIM=239.97
IE IN (10- S)=231.57 IE IN (101' SW)=231.19 IE IN (10"; S)=2,30.51
Drown By Checked BY
IE OUT (1 0-� NE)=231.37� Ill OUT (10- N)=231.09 IE OUT (12"i W)=230.41
DMH 14PN
EXISTING� GROUND PROPOST GRADE
9.10
(0.10' DRbp) DROP)
Project Number
AT PIPE AT PIPE
2 312 0"1
210 210
Issue Dote
C14 C) (0 Lc) 0 U) 0 N C.0 00 0) 00 to f- 0) ()0 00 00 (0
00 C� 0 C� C) M 0 V7 a) C� 0 P? C) L0 N �q_ n C� V) 04 OS-141-2 013
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0i 0) Gi 6
t.) 114r) V-) 'l, V) 'l, v) *t I..') -,I- V) 't Drawing File Name
C-4 04 Cq N N C'4 N 04 C14 04 N 04 c,4 04
C'4 cN C,4 04
Sheet Number
1+00
'WESTLAKE
CONSULTANTS mc.
ONSITE STORM LINE PROFILE
4i ENGINEERING SURVEYING PLANNING
C5001
SCALE: HORIZONTAL: 1"=10' PACWIC CORPORATE CENTER
VERTICAL: 1"=10' 15115 S.W. SEQUOU PARKWAY SUITE 160 (503) 684-0652
TIGARA OREGON 97224 PAX (503) 624-0157
d
04
METAL GRATE--RATED FOR HS-20.
Nis " �`�/S,
LJ w
CNI
c: — 04 oon Q
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WEIR BAFFLE 2 PROVIDED BY LYNCH CO. ` 000 o
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•- cr.
OUTLET PIPE a INLET PIPE
(SEE NOTE 4) (SEE NOTE 4)
SIM BAY CLEAN OUT
PIPE SIZE
Q A IE AS CALLED BAFFLE
1 OUT ON PLAN 2"-0" ROUND OR SQUARE SHEET V,
METAL CATCH BASIN -- DEPTH AS �C 1 �'
EMULSION INSIDE AND OUT. AS
��GP� � v
a MFG. BY LYNCH CO. OR EQUAL. OM cI�+��i' a. v
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LINEAR-2 STORMFILTER — PLAN VIEW 9 LAJ �L3
SCAM' N.T.S. NOT To SCALE _
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(SEE NOTE 6)
WEIR WALL C:
1'-2 112m
STORMFILTER
6" SUMP CARTRIDGE (TYP) MANIFOLD IN
M
(SEE NOTE 2) MANIFOLD
LINEAR-2 STORMFILTER — SECTION VIEW A—A p
z
v*s,rcbma»ia ""' 4
MSMED
BY LINEAR-2 PRECAST STORMFILTER CONMCH° O QQQ'
PLAN AND SECTION VIEW
c�
STANDARD DRAWING STORMUVATER C'Vr
ATI:: PROJECT Na: DRAWING FILE NAME: StN.UTf S.
SY.jL_ DRAWN BY. 1 2 04 )OtXX SFU 2.D ea�tercom E�. �l ot
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25-YEAR STORM -.-1
LINEAR-2 PRECAST GENERAL NOTES ELEV=233.63 4 ° 4
STORMFILTER DATA TOP OF WEIR 4YL
WA A aN tJ STOtW111ER BY OONTEOH STORYwATFR SOLU110NS,PORILANR OREGON ao0/s46-4QBT. 4
MMON L)FUM TO BE SIPHON-AQRMIND AND SRT-CL MM
PEAK FLOW
PEFtlOD PEAK FL 3.)SPR W CONMU VAULT TO K OONSTM OM W 1 MOMAHM VAIN ASTM C657
IRETUMQ
f or ICES4.)STOWiS.M REOMRES Z9 Of OROP FNOM KU TO 001M NO ANO OUTLET 4C. Nfy
T PWW TO BE SPU M BY DUN=AND PRQNOM BY OOFIIRAQTWI. 4 ° „ fit
S)PREQAST STOIWFII=EQWPFW Wit FJINtR CORM WORM OR NNOgwlscl
IWE DATA- 1. VA •.)�M LIA1 M Ial"Of'VALLT. WnH CAH"WL FROM 3.6'w&w RM 10""' AR STORM4' �+ v° °
'�Wt. ELEV�232.52 � 3fit
IN 7.)ANA-"TAIM BALLAST TD K 4Pt'GM W ENO RIM Y•NMIA BALLAST T'0 K
IN SEI•NANO OWE IJIMIN Or GM SOLS OP VAULT. BULM MATER"TO BE
RWYM RIM ELBVA D.)ALL SIVIVIL�TOTS 00K NUM WMIR VIOL W01 TO W MININ AM CONIRACIM (0.2 x0.1 ORIFICE) 4 a Q'
MNNITHA n"WI.M164 FOR KrALL 44 a O
9.)WILL ME 41011tH ONPROW0110H SHOP ORAMINQ VMJLT OSIFNS AND CONFtOUAATION G rte'• N
1Q)STANDARD DUAL SHOWS MAX"NUIISER OF GWAMDOES. EXACT NAMREGUIRM � ~—
..—. TO K sPECIF1Eo ON Olt PIANS: 2—YEAR STORM
°.-w. ELEV=231.47 4 4ya t,,
,,, (0.2'x0.2' ORIFICE)
ANTI-110TAUM BALLAST MM H GHT 4-
NOTES CJAL REAIRRINIM ' Q Sf33QN A—.4
4
4 R�Vlelons
1
4
v v 2 COMMENTS 12117113
1 2'-6"
3'-1~
a
LINEAR-2 STORMFILTER — SECTION VIEW
1 scAi.Er N.rx
1 25—YEAR STORM A
E V=233. 3
TOP OF WEIR `~--
6'
---------------
A
_ —..--_--•__—_—A II II
I7I I I 10—YEAR STORM
a ELEV-232.52
3'
I I t I (0.2 x0.1 ORIFICE)
v I I I I Drown By Checked W
10" IN FROM MDs APN
2 _____,_, ____ ___Td------__ STORM TECH ----•—*- '°
CHAMBERS -�----M- 10" OUT ProNet Number
2312-01
oLINEAR-2 STORMFILTER — TOP VIEW
$ IE�231.57 �w 199-1'1-2�i13
GLLa Nrs 2 , .lAl 1 IE=231.37
�IO4TD rt%t�0'R21G�
Dr"ng File Name
2—YEAR STORM A
020M CC
ELEV=2 .4
SHEET DATE BY IREV1SION LINEAR-2 PRECAST' STORMFILTER CH41 (0.2"x0.2' ORIFICE) Sheet Number
g 212ammoma T_ DETAILS AND NOTES CON1r1� ESTIAKE
STANDARD DRAWING STi•ORMINATER CONSULTANTS nta.
N2
ESIGNED BY 1>!i,_ DRAWN BY DATE: PROJECT NO.: DRAWING FILE NAME: SOLUTIONS_
4 xxxx N FLOW CONTROL MANHOLE — .48� DIA:' SDMH #4 _
ENGRWIM NG ♦ SUltVZ ING ♦ PLANNING
1bii6 S. uo �s'T 8UIT8 iso 509 884-0852
Z NOT TO SCALEC603 .
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