Plans (27) PL .�..- 42014 - 00103
v . N ff)
O N N
4 ° 2 INSTALL 15' OF 2" PVC DRAIN ° -_ co o o 0 0
° INSTALL MH OVER EXISTING MAIN PIPE WITH TRACE WIRE. ° ° ° ' '� o
RIM 219.88± IE 215.15±� °
PENETRATE RETAINING WALL AT
I _ + S s •TOP OF 1 ST ROW OF PANELS.
-�- ----$- ° •° - ;---- •_• • • - ° •_ �.✓ �------rte ' • • .�� ° ° • �� ° J
° 4 °- _ T _ > OCT 3201
a a ° II ° a ° - - a CI T
° ° 4 ° ° m
TVWD TO INSTALL 1 1/2" 4 �� " �°
W 4 W ° ° 4 II METER IN EXIST METER BOX ° a
° 4
°
° ° 4 ° INSTALL MANHOLE W �.� ° W W wv ° °'- w
cn
IE 215.45 ° a Y� J Cv
-° ° �~ -_° ° p O O z
I
_ w
w J ~
CV F O
Q Q N U
m ¢
w
a_
o �
r� ¢
a•
1 '^
_
z
•I
L1
J
V
.f.
v
it
O
11
v
„ _.._
LL
z
v 2 IPE w
CONNECT TO EX STUB. Y_ M a J o_ o
/ INSTALL 7 LF 6 PVC = w Y _ v
S=26.5% �; F z v a ~
.. .....,.. .:.
p
m w
I_
INSTALL C.O. Q .. p cn
FLUSH w/ GROUNDw Ld o w
.t ' �, F j N (n p Z p N
IE OUT 217.30 �; _ z "r, - (n
/ �` � .» 3 >
` CONNECT BUILDING
w
w p = m
LATERAL INTO CLEAN ¢ v v
y r a
OUT RISER. IE 224.00 ,
••t �,i NSP S '� 'k' E,. P ryl t'�?£, ,1 N r '^
• ` YY
,.t'•:> •�, SSS Y1..3 V 1.; 1 J:. Lo
,•�:•'`.•i v� 'V F:� Aa { 4% S ue it :P .1 2 ..;': L(7
�Lo•
�1
i• �\/ @It,Xs r f rl�p fi>=�3 'r.d.r�. !('. 1.' � ..-+ �
�/ t�r r�:tIy IPE' ',I, 1 $ Ir, /: n - tf)
v v ROOF DRAIN I4 .A 1 Ln
v u :Ih c) c>i c
30 LF 6" PVC _: o o
S=2.4% IE=226.0
.••t CTO
5
vv -
I
��� > C�
.1 Q C
-
2: N
l
Qcu
U d
POOL/
!r
p
:
ROOF DRAIN
... 32 LF 4 PVC ..� - . r > ,. '.:.�, . ::.. .: s.. ... vSD
.... Y .. W <-
3 �`y:
.... . ..
PRO
LLI
_
.... S=4.0% IE 226. ..-..._ .... . 1 ...:.. .. r ...... _,.:.. ::.:.
.r -
� 0
s t 14 75
E -
J
.. .
x EE: SHEET..C5.1 FOR. :PLAN &
may,, , a. ,• '•' -• ':' - .., ,. 3 f......:::= :::::::-r _.:". _I- -...: -`._ ...... "..:
J "
---PROF..i E OF
44SANITARY SEWER OREGON
.4 LF 12 PVC - - - -
7
1 A
• .. r. -:... , ..., r>t-.-. 1., - N .v.:.:e...:_. .. ..y
J,k•,, .., .... .. ,.
S=0.79%
.v
00
2
EXIST NG 8 rxRM
k
W
DETE IT ON 'SYST 'M A
EiCPIRES: 12/31/2014
,.
SD.... .... ....
PVC
> 7 LF 12
0
_._ -- -
E 1 �8�2t SD
- f
�
s='2.73%
" :
✓ RAs+ a ; :
v
V _ 111111111111' ��.. F - # `. -
%i ..,... ,...n,.,g
M
DETENTION SYSTEM00
STORMTECH T _
_ J
ss
!
y
,
52.0LX31.5W
AREA. � -
00
1 K�Q�V/t:
1 , CHAMBERS. 42 ,.. .., _
EX 101.49 LF 12 PVC
TOP OF ROCK BACKFILL. 226.25 -• _ _-
. y
S-2.51%
TOP OF CHAMBERS: 225.75 N.
W j5 i
z
223.25 3 >
¢ BOTTOM OF CHAMBERS: F,'..j
r
.I ,'• :
m BOTTOM OF BASE ROCK: 22275
s•
p -__'
III 1!o I' VIII
o c� 1 �_ j'j : OZ
IE 231.00
U I M CAP END a
o
M I
00 00 x
M
% p
w o NOTE: 1 UTILITY PLAN
= a, CITY OF TIGARD ENGINEERING DEPT TO � _
U) o REVIEW & APPROVE STORM SYSTEM FROM X CATCH BASIN DATA XO MANHOLE D ATA
p STORMTECH DETENTION SYSTEMS TO WQ 0 20' 40 WATER CONSTRUCTION NO-FES W
¢ U MANHOLE. 1 1 (EXISTING MANHOLE) Z
j X GRATE = 233.28 72' DIA W.Q. MH w/ (7) CARTRIDGES SCALE: 1"=20' 1. REMOVE CAP AND CONNECT TO EXISTING 6" D.I. 0
IE OUT = 232.28 FLAT TOP FIRE LINE. INSTALL 80 LF OF 6" D.I. W O
�w � 5.6 LF S=72% RIM = 233.7 (ADJUST RIM TO ELEV 228.5±)
V � W
Q ¢ IE IN 12 (N) = 222.30 j
N °.
m: m 2 IE IN 12" E = 222.30 2. REMOVE CAP AND CONNECT TO EXISTING 4" D.I. Y - _ - co O
Y � GRATE = 229.45 IE OUT 12" (W) = 220.00 FDC PIPE. INSTALL 80 LF OF 4 D.I. ATTACH ��. ` Y
cn INSTALL 3 OF 12 Q w
U m IE OUT = 228.45 BUILDING ADDRESS IDENTIFICATION PLATE TO FACF�
fr 18.0 LF S=16.4% TO NORTH & CAP (REMOVE CAP & CONNECT) OF FDC RISER. O CL Q
p I 2 cr. O
GRATE = 227.75 3. CONNECT TO EXISTING 2" DOMESTIC PVC PIPE. ` ( L
I 00 00 60 DIA MH I (�
IE OUT = 226.75 FLOW CONTROL INSTALL 80 OF 2 SCH 80 PVC. W
>- i RIM = 228.50 z2 Acc
� x 2 LF S=100% IE IN 12�"(N) = 223.25
4. INSTALL 2" REDUCED PRESSURE BACKFLOW
¢ 4 IE IN 12 (E) = 225.25 ASSEMBLY, PRESSURE REDUCING VALVE AND BALL
GRATE = 227.06 IE IN 4 (N) 226.00 VENT
0 a- m VALVE (SHUT OFF) AS SHOWN IN MODIFIED TVWD
p`n IE OUT = 226.06 IE IN 6" (NE) = 222.65 PERF �- BAR IS ONE INCH ON PLOT DATE:
1 °r i 32 LF S=3.3% INSTALL 4" VENT PIPE FROM DETAIL BF 302 SHEET 6.2: INSTALL HEAT TAPE ORIGINAL DRAWING
AROUND PIPING. �, �
TOP OF CHAMBER INTO MH P _'
n 00 N 0 IE ® STORMTECH 225.00± �^+� �' � °7 0 1" 10/23/14
r� 1 r` Ea.
0od'-tm0 IE OUT 12"= 222.65 DESIGNED BY: CHECKED BY:
iO4 C-4 00 3 , AAR BDL
ilx
00 48 RIM = 229.18 DIA MH W/ 4 DEEP SUMP
o JOB NUMBER
I IE IN 6"(NE) = 225.50 1838
w IE OUIE IN T"12)(N) 223.25
50
LLiwL�.i�W " REVIsION DWG NAME:
¢ Fzb IE OUT 12"(W) = 225.25
13833 - C5.0 UT
z
w>pww
SHEET
C5.0
J¢Jcnx
LL_(n a_Z)X
I