20130320 Sewer Redlines #1 12182013PIPE TABLE
PIPE
LENTH
DISCRETION
I
9LF
6" PVC SDR -35 ® 2.009
2
9LF
6" PVC SDR -35 ® 2.009,
3
8LF
6" PVC SDR -35 0 2.00%
4
8LF
6" PVC SDR -35 0 2007
5
11LF
6" PVC SDR -35 ® Z.009,
CLEAN OUT
TABLE
CO
RIM
E.=
1
344.50
341.00
2
346.00
341.00
3
345.00
340.41
4
344.50
340.47
5
345.00
340.15
6
345.00
340.03
* CONTRACTOR TO RELD ADJUST
RIM ELEVATIONS
CONSTRUCTION NOTES
1O CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED
PLASTIC TANK (8'0) AS SHOWN AND PER DETAIL ON SHEET S02.
O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE ( ORENCO MODEL
P20 05 11 OR APPROVED EQUAL) IN 6000 GAL. S. TE.R. TANK/ PUMP
CHAMBER PER DETAILS ON SHEET SD2.
3O CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON SIDE OF BLDG.
"A" FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG. BY
CURER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG, BY
BRYANT.
N493.2854 W-
RI VER RUN A FA R TMEN TS
NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. i E., WM.
S.T.EP. SYSTEM PLAN
i
We
Y
ROW DEDICATION - ICA7ION i'- - -- yt _._.
S4932'38 "E 794.00' - - -'' - -- - 'W --
s�
1
a
-i
I
Al I lU
u
F
I
I
1
I
I
I
342
z '
_ -
`3
xN)
EASEMENT LINE
-
ADDITIONAL 10' UTILITIES EASEMENT
0
PROPOSED SANITARY SEWER MANHOLE
-SS-
PROPOSED 2" STEP SERVICE
0
PROPOSED 2" STEP SERVICE VALVE
340.35 6"
PROPOSED SIDEWALK
.i w-FRONT
I: FRONT
,r
PROPOSED CONTOUR
- - -_
EXISTING CONTOUR
59'
EXISTING EDGE OF PAVEMENT
OD
YARD
j
-
COW
C
i
i
SET BACK�\\�\
(i
EXISTING POWER POLE
H
(SDR -JM5) zoax
4
,.
w
\V
.I
a
7
f
-
N493.2854 W-
RI VER RUN A FA R TMEN TS
NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. i E., WM.
S.T.EP. SYSTEM PLAN
i
We
Y
ROW DEDICATION - ICA7ION i'- - -- yt _._.
S4932'38 "E 794.00' - - -'' - -- - 'W --
s�
1
a
-i
I
Al I lU
u
F
I
I
1
I
I
I
342
'
z '
_ -
`3
xN)
EASEMENT LINE
-
ADDITIONAL 10' UTILITIES EASEMENT
0
PROPOSED SANITARY SEWER MANHOLE
-SS-
PROPOSED 2" STEP SERVICE
0
PROPOSED 2" STEP SERVICE VALVE
340.35 6"
PROPOSED SIDEWALK
.i w-FRONT
I: FRONT
,r
PROPOSED CONTOUR
- - -_
EXISTING CONTOUR
59'
EXISTING EDGE OF PAVEMENT
OD
YARD
D D
-
COW
C
i
i
SET BACK�\\�\
(i
EXISTING POWER POLE
H
(SDR -JM5) zoax
4
,.
w
\V
.I
a
7
-
'
z '
SIZE GAL.
`3
- 47{W --
xN)
EASEMENT LINE
-
ADDITIONAL 10' UTILITIES EASEMENT
0
PROPOSED SANITARY SEWER MANHOLE
-SS-
PROPOSED 2" STEP SERVICE
0
PROPOSED 2" STEP SERVICE VALVE
340.35 6"
PROPOSED SIDEWALK
B TANK #2
PROPOSED SHOULDER
--- 456 --
PROPOSED CONTOUR
' -I
EXISTING CONTOUR
-- -
EXISTING EDGE OF PAVEMENT
OD
EXISTING STORM MANHOLE
D D
EXISTING STORM MAIN
COW
C
i
❑
2LF-5' PVC
(i
EXISTING POWER POLE
H
(SDR -JM5) zoax
4
,.
EXISTING WATER MAIN
®
.I
a
7
2 PiYC(1
'
SDR
1 101F-2" PYLy1P,$" 20
SOR 21 (a-
/ I :
---- 69LF -2' PVC(iPS '1�0
STEP SEI M SIDS SDR 21 (CL -zoo)
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1 RAPT Ri ll Hui d`j Via; P4zoS'c ca Eiv7� NC.E hS slACw -v' oA/ PL4
L5 THIS LL•*`t IS A SL2ulcaI JVG7 A I-YIAIvLILF L- LFIGtii 1}i L- I2L`3•/US � r
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bLU4 F'1n- _
/ P
/3y -tee 012c,TLe- , st 1)'T')�,21 CL) i
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5v<cN AS P/4R.d< A2C o�=Vi� l2vr>7 13LDU. )-Gyv) IT 1U .S N ny�,l9- '- PIZAFFI�- A)LLAS
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CONTRALTO
UnurY CONFLICT NOTE
CAUTION
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING
WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE GALLIA
THEN POTHOLING ALL OF THE EXISTING U77LITIES AT LOCATIONS
NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
IR / DF_VELOPER NOTE:
THE CONTRACTOR ANID70R DEVELOPER SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION
TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF
YELM AND PRIVATE EI
NWIITH DOCUMENTATION THE T
AC OR SHALL SUPPLY
CERTIFYING ENGINEER WITH RIS SIGNED SHOWING A
PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT
THE ROAD SECTION WIAS BUILT ACCORDING E THE
RECOMMENDATIONS OR THE GEOTECHNICAL REPORT, THE BACKFILL
MATERIAL MEETS MINIIMUM CI IN ALL TT REQUIREMENTS,
COMPACTION WAS ACR{IEVED IN ALL TRENCHES AND ROAD SECTION,
AND ALL CONSTRUCTRON
PLAN MATERIALS AND CONSTRUCTION METHODS
SHOWN ON THESE PLANS HAVE BEEN FOLLOWED.
64'
PROPOSED
APARTMENT
BUILDING "B"
APPROX.
F.F. 344 00
...344
S.T.E.P.
"LANK J/29
SDR_,
S.T.E.P.^
O7ANK #P
PARK AREA
o-R
>-2LF 5' PVC
(SDR -35) 0 2001
PROPOSED
APARTMENT
BUILDING "A"
APPROX.
F.F.= 346.50
I I
n �
--
`.` - - -- 348 - - 10' PSE- EASEMENT - PER -AFN
c G c - -- -
APPROVED FOR CONSTRUCTION
BY: DATE:
Dummor of Public Works
APPROVAL
EXPIRES:
SCALE: 1 " =20"
1
0 10 20 40
VERTICAL DATUM
THURSTON COUNTY
NGVD 29
BM: 1252
CASED CONCRETE MONUMENT WITH BRASS
CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD.
ELEV: 347.21
CONTOUR INTERVAL =2'
TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES
LEGEND
R,4!
PROPERTY LINE
SIZE GAL.
R/W LINE
- 47{W --
- - - -
EASEMENT LINE
-
ADDITIONAL 10' UTILITIES EASEMENT
0
PROPOSED SANITARY SEWER MANHOLE
-SS-
PROPOSED 2" STEP SERVICE
0
PROPOSED 2" STEP SERVICE VALVE
340.35 6"
PROPOSED SIDEWALK
B TANK #2
PROPOSED SHOULDER
--- 456 --
PROPOSED CONTOUR
' -I
EXISTING CONTOUR
-- -
EXISTING EDGE OF PAVEMENT
OD
EXISTING STORM MANHOLE
D D
EXISTING STORM MAIN
EXISTING SANITARY SEWER MANHOLE
..
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
(i
EXISTING POWER POLE
H
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
,.
EXISTING WATER MAIN
®
PIPE NAME
- - - -- � � ,AL SC'- /ULr�P L,u [�1N'EL 2L13 Sv+13m1T79 �.5- FcuZ d1:'U �
� �- /(/1_0(.1 %(✓ L'- 1 + -`k'_� _)LD P✓i,ni
TA/✓K. (. (iVZ ITAV2T- )C- IWAJLLi3 ('.ti: CL- �IDt.J (�- ht; i/VU
------ =7
x TIE OvwJS _ � GA GT.,ti2 LIZS I <C-cc m,n Ati OtU
,✓ D �, It -,7
S.T.EP. TANK TABLE
BUILDING
SIZE GAL.
DIA. F7
INLET RIM
OU RIM
INLET I.E.
OUTLET I.E.
TANK BOTTOM
A TANK I
6000
8'
345.0
LET
345.0
340.58 6"
340.35 6"
334.0
B TANK #2
1 6000
8'
344.5
344.5
34058 6"
340.35 6"
334.0
JOINT
S.T.E.P.
TANK
PUMP
CHAMBER TABLE
BUILDING
SIZE
i
CA .21
DIA. (E I)
INLET RIM
I OUTLET RIM
INLET I.E.
OUTLET I.E.
I TANK BOTTOM
A & B
6000
18,
1 345.15
345.50
338.80
339.9105"
341.75(2")
334.0
TANK 3 PUMP ELEVATION SPECIFICATIONS
LOW LEVEL
LEAD PUMP
LEAD PUMP
LAG PUMP
LAG PUMP
HIGH LEVEL
ALARM ELEV.
"OFF" ELEV.
"ON" ELEV.
"OFF" ELEV.
"ON" ELEV
ALARM ELEV.
(LIQUID LEVEL)
338.30
338.80
339.18
1 339.30
339.68
1 339.80
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13j 7'L+ T.V,A Vc ll; .; ,L[ir -uC A7
A.ti1 `; 4'u11Y >P TA�''K Cr2. L) C 1) TANK. L_c CAT LD n-; CIn LilRI.
NUm13L -V a- ke',15cn95 ENO LiP T>`I A
/ -r&N 66ULL SI UA'71dn7 Eo'o UI I'
&P -OlAUb L"bL - SIL3Ey Co,uT9rn1,.'p}7�.r(y TUC t'�.'JY 1E'r_ 7.
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DATE
11 -25 -13
DRAWING NC
STP 8715BASE
HEET11 OF1;