Plans • ?Livl2cc5-60077
DURHAM
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PHASE 4 SW 85TH AVENUE
PROJECT --w EXTENSION EXPANSION PROJ NSION PROJECT
.4.1 MATCHLINE 000-C-043
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71 IRR ; 2- I :1 , ,I• 1 _ ..
Z 1 WATER METER AND BAdKFLOW PREVENTION
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I ,2'-- . ;t . TIGARD STANDARD DVVG NO 554 ON DVVG 000,GC-007. //' •
AND SHALL BE INSULATED AND HEAT TRACED IN
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4 . : I < j PREVENTION ASSEMBLY SHALL BE CONBRACO SERIES 40-200,
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. Z cr II TYPE 'REDUCED PRESSURE BACKFLOW PREVENTER" .
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2. NEW SS MH (SS-14) SHALL BE INSTALL ON TOP OF-EX
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I , DG CONDENSATE DRAIN ,_;.-- , . SEE NOTE 2 ' ! : ' • :1 .,
I 41 re \ I"' • •• - 121SD PIPE. EX SD PIPE UPSTREAM OF THE NEW MH In ......
' 12" SD VAULT, SEE DWG 750-M- . 003 ' • ' ‘ i I ' .I . IV , \ ; , SHALL BE RECONNECTED WITH THE NEW MH. THE EX SD vl _ • II r. I I PIPE DOWNSTREAM OF THE NEW MH SHALL BE CAPPED
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- .- - - — - - — - - - ',-- • ' This drawing is a conformed drawing and is not a
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port of the contract documents. This drawing is
MATCHLINE 000-C-047 provided as a courtesy to the controctor. In the 4 P 13.
event of a discrepancy between the conformed
drawing and the contract documents, the contract
documents shall govern. RES: 0
r6;5 SCALE WARNING SUBMITTED BY
a N. 14 1 DESIGNED K KAI 1. CIVIL SHEET: 52 OF 428
S. D. HATTERSLEY 4/15435 1 11 NI W DURHAM FACILITY SITE PIPING DWG: 000-C-045
2 • I=1
,-.. 20' IF THIS BAR DOES DRAWN K KAI (PROJECT MANAGERS NAME) LICENSE NO. DATE H INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION PLAN 6
7111/05 CONFORMED DRAWINGS THEN DRAWING IS NOT MEASURE I' K.L. MALLON 65118PE 4115/05 SOUIER ASSOCIATES - ENSR INTERNAn tme
ONAL DATE: 12-APR-2005
O., commint i. clear.
REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969
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MATCHLINE I i 0 -C-042 - -- - - - - - - --
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o i \ \ ® � co r.� 4° GATE ALVE �y \g \ \ (( SEE NOTE 3 \ / e) /
a `I \� \� �- / lir : j'('I ' TIGARD �ETAIL50 \II *\ �1 ���_ ® , N I �r-y -1 P �R- �' 'NA V 1 d i ' ...
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54' FM (8,28) SEE D WG 000 61 ../ MEMO CL 138.00 FOR PLAN AND PR OFI R �C \ \ ,' L\\ G �� ' /it.
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• Imam 13100 J J / / fi' SDR 2 6 °SDR 27 �\ \ \ �/ v"vL I I 1 FIRE HYDRANT IPS
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l \ / 18' PD (32) r 111V -I T:oe_ -1 2° PW (24)1
DEL .1.2.7.00-, �p$� \L \ SS 3 �f t (LE li
(SEE NOTE 1)
. �_ \ 4° SPD 26 INV 126.50 • ' 4° SPD 26 I \ NOTE 4 0 �� X11
\ I V1 1 2 8.s0 X101 1 IML128:00 1.00 " � 1l 8° DSL 26
1.1�iY_� • i I ' C. r \ `"\'4 �`���t 8° DF 26 1 fA
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I \ fl iri i i KIM = 1.3.71` 111 ea S �� - I ` aeRE-HetE -A- — I.ET wr.1- 26.Fa- \ — ` \ ; t&)10 /'
r \� I.E.(SE)= 126.66' \ \ ,
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- •-• FE NCE , / , 6 ° REIIRR 19 CONNECT TO \ tttlE�C I
' • I" I \ 1 P D (32) r 72' RS (22) .A J 1 .
t SEE D WG EX 8' REIIRR \ � I
NOTES: I 000-0-132 \ — - '
� FOR PLAN I �1 12 28 j 8° DSL / I
pf r � ! •; ` , 1 , 1. FIRE HYDRANT; SHALL BE AS SPECIFIED IN CITY OF TIGARD � AND PROFILE ELEC \ \ /
1 S TANDARD SPECIFICATIONS AND STANDARD DWG NO 542 ON 8 DF
QQQ ,,, PLAN_6' , . \ 8" DSL ' I
//I DWG 000- GC -007
Q / -- — - ' f I \\ I PLAN E -003 \ I \ M I
F THE EXISTING STRUCTURES AND UTILITIES SHALL \
- ? ' __ "'• �� , : 2. DEMOLITION 0
I BE ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION \ DMH SEE NOTE 8 1
' P • N 7 , P 11•I 8 ' I SECTION 01640 AND 16050. SEE DEMOLITION SITE PLAN \.
R 124.32' \ /SS-4 a
. , 00D -C -005 TO 000- C-007. \ _ e
-.- - i \ — I — I.E.(NW)= 118.06' J
3. FOR SS PIPE PROLES, SEE DWG 000- C-101.
L _ — - - _ J i PROFILES, I I
\; _ / l . I.E.(E)= 117.70' SMH \„, _ _ I
< 4. SEE DWGS 000- E -09.AND 000-E-004 FOR DEMOLITION OF THE EXISTING ELEC VAULT. `�
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\ / I ISB 0 RIM = 125.32' I
5. FOR RIM AND INVERLEVATIONS OF THE MANHOLES, CATCH BASINS, 0 ` M I.E.(NW)= 115.72' '
I AND DITCH INLETS, SEE COORDINATE TABLE 6 ON DWG 000- C-133. ,
\ ® \ - - / I.E.(E)= 115.57'
In I 6. INSTALL 8° ELBOWS, CONNECT TO EX 8' DSL, 8" OF, AND 8" DSL. 18' P 32
I 7. SEE DWG 130 -M-001 FOR TING CONNECTIONS TO THE ODOR CONTROL BIOFILTER INV 117.50 I \
6, r per
8. THE NEW DITCH INLET SHAL • BE INSTALL AT THE INTERSECTION OF EX SD AND SS PIPES. THE EX SS 84° RS 22) I
I AND SD PIPES DOWNSTREAM'QF THE NEW DITCH INLET SHALL BE RECONNECTED WITH THE NEW DITCH INLET. A T P SEE DWG 000-C-130 ,
THE EX OF THE NEW DITCH INLET SHALL BE ABANDONED AND CAPPED AS SHOWN. Y
'IV TE X SS AND SD PIPES UPSTREAM "AL, FOR PLAN AND PR LE
•
E .33 . INSTALL 6X4 TEE FOR FUTURE LANDSCAPING CONNECTION, TERMINATE WITH GATE VALVE IN VALVE
I BOX PER DETAIL 3, DWG 000-GL-003 \` I \ A
-
t0. SEE DWG 000-C-105 000 106 FOR•THE 8° DG PIPE PLAN AND PROFILES. I SEE DWG 000 -C-132
I FORT HE PLAN AND PROFILE r 6' CHAIN LINK
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1 �,` / , /�� � Ep PROFF
� � ` — I / — - - — - 9NEeRbI.�� _QR AWING _ � 9 02- r
f - --- .-- -- --- -- •-- -- --------- --- -- -- - - -- -- - -- ------ --- -- --- -/ -- -- -- - - -- r TfiszfiaWhl�j Is u conformed drawing and is nota
part of the contract documents. This drawing is
vw.,
n
MATCHLINE 000 -C -046 provided as E courtesy to the contractor. In the
event of a discrepancy between the conformed
drawing and the contract documents, the contract
N documents shall govern. EXPIRES: 5 - 30 - os
g SCALE WARNING SUBMITTED BY .• CIVIL SHEET. 51 OF 428
'VVii 7/11/05 0 1 DESIGNED K KAI S. D. HATTERSLEV 4/15/05
Z 1 1 / 16/05 RAW RFC-446 1• =20' IF 'MIS DRAWN K (PROJECT MANAGER'S NAME) LICENSE NO. DATE (()� DURHAM FACILITY SITE PIPING Dm: 000-0 -044
A / M YY H IN C1eanWater Ser vices P HASE 4 EXPANSION PLAN 5
3, 7/11/05 CONFORMED DRAWINGS NOT MEASURE I• - SQUIER ASSOCIATES - ENSR INTERNATIONAL DATE: 11- APR -2005
THEN K.
REV DATE BY DESCRIPTION NOT D TO CE
A IS CHECKED J BERGEN L. MALLON LICENSE _ 4I7 Ova commitment II elm.
(CC OMPANY OFFICER'S NAME) LICENSE NO. DATE E ARCHITECTS ASSOCIATIVE INC _ PROJECT NO.: 4969