Plans SIT2013 - 00015
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END CURB 1 RIM EL=240.59 SEE SW BEVELAND STREET PUBLIC EDGE OF ? <v�w Z o o M
33 EX. 10" SS sD AND GUTT c� PAVEMENT ;y `, 4, D- o
LU 1 IE 12 (NW)=23 .14 IMPROVEMENT PLANS FOR OFFSITE I z CD Q N
Q IE=±230.15 » 110, D- - w 3
EX. 10 S IE 12"(E)=23 .04 IMPROVEMENTS (TYP.) X. SS , FEB 201 CO). 2 N , a
At=' 234.19 ` a0 0 U)
��, ` �� �� Ss ----------- ss S �s IE=±231.99 �r _ �s � �� w
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- - CB 2018 ` ' - S ss S` ss - PLANNING/ENGINEERINGCII OFTIAe��
IE=230.19
x236.72 x2 7.6 STORM FILTERg 005- d `` I RIM EL=(TORNOT SET) 7It I
5 GRAPHIC SCALE
1 18 RXDGE 5 !7 „
e r G�z IE 12"(V 65 a �'� 10 0 s 10 20
Sp r3 �� as 12"(E)=238. 2
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5 �..) .)TTOM=235,06
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p CLEANOUT
5175 PUBLIC OFFSITE IMPROVEMENTS
- PUBLIC OFFSITE IMPROVEMENTS
15" SHOWN FOR REFERENCE ONLY '� SS STUB SS STUB i SHOWN FOR REFERENCE ONLY
c� ' STORM DRAIN MANHOLE vU CC >
FIELD VERIFY IE I I IE=238.45
Cz
FOUND 5%8" W/YPC ,
S I 6 DS STORMLINE c
MARKED LODESTAR !
PER SN 30904 IE=238.350 CB I G� E=239.95 1266 e�
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RiM=239.30 ( � 0.50% � '; 1�-" �SS�SS- SANITARY SEWER �W �
IE=237.40
c� W W W WATERLINE
� m m �
I 1285 - v
- 1 ' REVISIONo 0
1284
GRAVEL I 12 4„ _I
' D WY' I � = l ca I OFFICE
'75 �_ I I 17 OFF CE COFY
0 G� 4 I I �/
1 1.91% 1 , I! E I ! I I! ' CONSTRUCTION KEYNOTES: o
D � I � �
I ( c� I 6 - DS € ROOF DRAIN
E=239.95 CONNECTION � O1 INSTALL 6" STORM DRAIN (C900 PVC) AT 1.00% MINIMUM SLOPE.
BUILDING 3 I �' o , ° ' BUILDING 1 2 INSTALL 8" STORM DRAIN (C900 PVC) AT 1.00% MINIMUM SLOPE.
�- I G� a NORTH END OF 0
FFE= 240. 47 u_ FFE= 242. 32 CHAIN LINK , 3 INSTALL 10" STORM DRAIN AT 0.
w I ; I FENCE, 1.81 WILY
I I { 50% MINIMUM SLOPE.
} SDS 6 1 1.00% I Z ` ,�,, 1124 COORDINATE WITH CONSTRUCTION OF BEVELAND STREET
I IE=23$.35 J ,
Q I ;I -' ss' PUBLIC IMPROVEMENTS.
UJ I N j i 4 INSTALL WATER QUALITY MANHOLE PER CWS STD. DTL.
o i 0 250 ON SHEET C602.
\01 to
45 WIDE ACCESS c� I I O5 STORM DRAIN MANHOLE PER CLEAN WATER SERVICES
AND UTILITY m I 1 IE I STD. DTL. 010 AND 120 ON SHEET C602.
i EASEMENT FOR THE o z ; I 1 1.00%
I BENEFIT OF °.- - I ° QG� I '
° o PARCELS 1 2 `& 3. ROOF DRAIN DOWNSPOUT CONNECTION TO STORMLINE.
O �C
G) �R P A
N SEE UTILITY NOTES. I i Q i X (�
I I v 4" D3034 PVC SANITARY SEWER LATERAL PER CLEAN Q
I I �. WATER SERVICES STD. DTL. 520, 540 & 600. SEE DETAILS ® �
` t DS ° DS ON BEVELAND STREET PUBLIC IMPROVEMENT PLANS.
6 IE=239.95 E
- IE=238 35 �� �
_ -- - CB I ) ' - EXISTING PVC SANITARY SEWER LATERAL TO BE USED FOR
-_-- _k__. -- - /Z�
tr7 / J \ ® 4
RIM=239.38 o I G� I I BUILDING 3 SEWER CONNECTION. U
i ° IE=237.38 I I {'
C 'G G G G� G G G G G--�-G Gt G G 4" DUCTILE IRON SANITARY SEWER LATERAL PER CLEAN Q A
WATER SERVICES STD. DTL. 520 & 600. SEE DETAILS ON �
` 1 ° ° BEVELAND STREET PUBLIC IMPROVEMENT PLANS. U
I 2 6.79 17
IE-LF-236.97` 1 1'.00 E=236 65
� � , ® 1" WATER SERVICE LINE PER CITY OF TIGARD STD. DTL.
a I I I' $�� . 503, 520 & 560. SEE DETAILS ON BEVELAND STREET Z
PUBLIC IMPROVEMENT PLANS.CX) Q
ti - Q
CX' co I O9 1" WATER METER. SEE DETAILS ON BEVELAND STREET t fy
` 0 PUBLIC IMPROVEMENT PLANS.
1 _ I _ (L
1.00% 7B I �£ �� I - 3
O
i IE= 36.53 ` ,z,,,, I Ic I 23 .95 10 INSTALL 1" PEX WATER LINE. COORDINATE WITH CONSTRUCTION p[
5 rSDMH3 1 � 15' - -- - - - -
- ' OF BEVELAND STREET IMPROVEMENTS. (L
RIM=240.04 co ! � `
ASPHALT _ i =235.86 G� i 11 INSTALL "LYNCH" STYLE STORM DRAIN CATCH BASIN. SEE V
PARKING I IE (10 SW)-231.19 I 1 I 1123
� � J � a DETAIL ON SHEET C603.
I 2 1.00% IE ,(10"N)=231.09 r-' � 10 CB 3 3.00% i 16-
2
s
i (0.10 DROP) I _ I A
E RIM-240.10
I `y 12 INSTALL 4" SANITARY SEWER LATERAL AT MINIMUM SLOPE
12 17 IE=237.93 OF 2.0%. COORDINATE WITH CONSTRUCTION OF BEVELAND
0.50% 3
_ 1.00% 2L __ 1.50% 2 G G G G G c I STREET IMPROVEMENTS.
I IE-236.30 ( a ,
I 00 _... CO �� I _ S TALL
_ - -a-_r _- r_ - z�-r c.- r L_-_ _a-t_ STORM DRAIN MANHOLE PER DETAILS
CHAIN LINK 13 INSTALL FLOW CONTROL
-23 .9 � FENCE ON SHEET C603.
0.50% 3 SDMH 4 a IE=237.85 14 INSTALL STORM FILTER VAULT PER DETAILS ON SHEET C603.
11 I 2 RIM EL=238.5
FLOW CONTROL MA HOL 13 j Q Revlelone
RIM=239.3143
w IE (10"S)=231.57 15 INSTALL STORMTECH SC-740 CHAMBERS 14 IN STONE 1 REVIEW COMMENTS
UTILITY CROSSING 0 ( ) 11/12/13
IE (10"NE)=231.37 " I EMBEDMENT PER DETAILS ON SHEET C604. DESIGN UPDATE/CWS
Q 2 COMMENTS 12/17/13
SDMH 5 2 1• % 1 a , 'SS STUB 4 SS IE=236.45
4 WATER QUALITY MANHOLE N� IE=236.49 " 1122•, 16 INSTALL STORMTECH 8"x6" PREFABRICATED INLET 3 REVISEDOt UTILITY
14 OUTING
.' IE= 31.58 8 SD IE=237.11
RIM=237.96! �r. :° N %'
3x10
IE (8"NE)=235.65 - MANIFOLD PER MANUFACTURERS REQUIREMENTS. REVISED UTILITY ROUTING
0 � 4 01 21 14
0
IE (6"SW)=235.65 W 15 AX REVISED BLDG. 3 WATER ROUTING
17 COORDINATE WITH NW NATURAL GAS FOR GAS SERVICE
N IE (8"S)=235.45 v' TIO ROUTING AND SEPARATION FROM OTHER
n2/03/14
�` 4
N,
� LINE LOCA
` QG B U I LD! 2 UTILITIES.
N CATCH BASIN UNDERGROUND:. ;h ` _ ;.y,.
f QP
RIM EL='233.41 CB 4 STORMWATER I FF - 2 41 • 0 ; UTILITY NOTES
SUMP(E} RIM=237.70 11 2 r STORAGE
IE=235.70 14
IE=235.40 1. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY
I JOINT, BEND, FITTING OR ACCESSORY REQUIRED FOR CONSTRUCTION.
IE= 33.10 '2 '
._.,4 2. OUTS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2011
co D DS OPSC.
h k d
U ra e
DS
IE=238.550 OIE=238.55 D wn ey c e By
---2�s__-_ _ :. 2
/// -
FOUND 5/8" W�YPC � __ 3. PARCEL 2 SANITARY SEWER LATERAL WITHIN THE ACCESS AND DMH 4i�N
MARKED "LODESTAR" _ / W _ -- --- - - ___.--.-_ _.__..... ___.__.____ _ OF PARCEL 2 FOR THE
3 UTILITY EASEMENT IS FOR THE BENEFIT
Til PER SN 30904 INSTALLATION AND MAINTENANCE OF THIS SEWER LATERAL. Project Number
CL
16 . # co 2312-0"1
240
o GRAVEL . cv s _.__. _..__ _ 3T._ -- - ___ _- 239 _ _ SOUTH END OF Issue Date
0 23 - 23 _ 1.00% 1 CHAIN LINK OS-17-201.3
E- 37 78 FENCE, 0.20' W=LY Drawing File Name
- N89*05'18"i 159.88' ¢x 1
Sheet Number
� FOUND 5/8" I.R.' ------------
PERBEVELAND. ,- - ---------------------------- ---------------------------_-_--.---._: .. �------------------ ----------- ----------- ------------- ---- WESTLAKE
ASPHALTFOUND 1" I.P. FOUND 5f8" I.R.
CONSULTANTS nrc.
PARKING (BEVELAND NO. 2 PER BEVELAND
CALLS OUT ENGINEERING ♦ SURVEYING ♦ PLANNINGC400
Z I i SITE UTILITY PLAN 5 j8" IRON ROD) PACIFIC CORPORATE CENTER
15115 S. P. SEQUOIA PARKWAY SUITE 150 503 684-0652
SCALE: 1"=10' TIGARI% OREGON 97224 FAX 503 624-0157
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(PUBLIC STORM LINE FROM SDMH#3 TO SDMH#2A) " ! x• �, '
' " h " IN 15'-WIDE EASEMENT TO THE CITY OF TIGARD SEE SW BEVELAND STREET PUBLIC
I — — — — -- -- — — — — — —
SDMH #2A c7t IMPROVEMENT PLANS FOR OFFSITE
t
IMPROVEMENTS (TYP.)
I r c� w I
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t ._ H c7
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ONSITE STORM LINE - PLAN
SCALE: 1"=10' `— o
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. Reviefone
250 250
I
PROPOSED GRADE 1 11/12/13
EXISTING GROUND DESIGN UPDATE CWS
E j AT PIPE 2 COMMENTS 12/17/13
i ! Q REVISED UTILITY ROUTING
AT PIPE
j 3
01/09/14
REVISED UTILITY ROUTING
E 240 -= 0 4 01/21/14
-- — i—
REVISED BLDG. 3 WATER ROUTING
N i I 5
02/03/14
32 LF 10" D3034
N SDR 35 PVC @ 0.50% 113 LF 10" D3034 SDR 35 PVC ® 0.50% ,
2 p .-_.. _~ i 1£-STORM-~UNE FROM___.SDMH#3 TO SDMH#2A)...._..
-~~.. 230
IN 18'-WIDE EASEMENT TO THE CITY OF TIGARD
1
L2 I ;
SDMH #4 ! j
FLOW CONTROL MANHOLE SDMH #3 ; SDMH #2A
STA=103+60.15, 144.89' RT STA=103+89.18 131 47' RT I STA=103+89.19, 14 03' RT
220 __..___...._ ._.-_._._____ ____ — --- -- 220
RIM=239.31 RIM=240.04 ; RIM=239.97
IE IN (10" S)=231.57 IE IN (10" SW)=231.19 IE IN (10" S)=230.51 Drawn By Checked By
IE OUT (10" NE)=231.37 IE OUT (10" N)=231.09U IE OUT (12" W)=230.41 DMH 141=NEXISTING'; GROUND PROPOSED GRADE
(0.10 DROP) (0.10 DROP)
AT PIPE AT PIPE I Project Number
210 210 2312-07
O Issue Date
0 t,(1 0 N tXo D7 C:_; pr) r__ CD CXJ In r� 00 -" 00 LD
a; 0
CX O) � 0) 3 +� N CC', L0 r~ N NO c
DS-17-2013
0 0Cd 0 0 O C;
CSO
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W NN N N NN NN NN NN NN C\� N tE N NN C\� N CNN NN
r7
0
0
1+00
WESTLAKE Sheet Number
I
N CONSULTANTS nuc.
ONSITE STORM LINE - PROFILE
ENGINEERING ♦ SURVEYING ♦ PLANNING
SCALE: HORIZONTAL: 1"=10' C500
PACIFIC CORPORATE CENTER
VERTICAL: 1"=10' 15115 SX. SEQUOIA PARKWAY SUITE 150503 684-0652
.3
TIGARD OREGON 97224 FAX (503) 624-0157
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