20070404 Sewer C19 3 02112010c
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I
GRAPHIC SCALE CREEK ROAD MIXED USE
s I ° '° "° A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, WY
I CITY OF YELM, THURSTON COUNTY, WASHINGTON
I P 1 Inch 30 ff S:T.E.P. SEWER PLAN
7 T - - - - - - _ _F STEP TANK J EAST
I _ _ _ STEP TANK J WES FIBERGLASS -a.-- - -
R' IE (IN = 344.08
I (- I - - - - - - -8K FIBERGLASS "---6'
,� .• - -� - - _
I SEE DETAIL TYP. IE (OUij= 345.8 �f CON N j1 H D
IOU W W W6' It IN = 343.61 27. 6K FlB TANK ISS �TRICAL CON STEP TANI
IE OUT =345,3
PANE FOR STEP T K
BUIL ING ] s• IE (IN) =34305 1 PUMPS (TYP) BUIL ING I TANK 1
ELEVATION DATUM APPROVED FOR CO"TRUCTION
STE TANK G BUILDING G OF PUMP END OF TANKS
g
NAVD 88
PROP.
)
ERGLASS (TYP. ALL TANKS)
FF= 9.74
(NAVD 88 - 3.42' = NGVD 29) BY: DATE:
DEVELOPMENT REVIEW ENGINEER
2 IE (auT) = 3aa.ao c2
I
THURSTON COUNTY PUBUSHED BENCHMARK III 784A
FF=
48.60
RJ M 3 46.66
=
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK
B
STREET. POINT FALLS, IN CENTER OF SIDEWALK. (5 -82 -E/ APPROVAL EXPIRES:
z
7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W.
C
I
FROM CENTER BAUD HILL RD.
ril
SSCO
S CO
RI =249.24
`�`1OU
J/
ELEVATION = 355 9.66
RIM: MATCH
PROP. FG (TYP)
SSC
i
1
6' IE (OUT) = 342.37
1
BOIL ING H TYPICAL HOSE BIB SHALL I N
BE LOCATED WITHIN 50 �
I SK FIBERGLASS SSCO
RIM: MAT
STE TANK G BUILDING G OF PUMP END OF TANKS
PROP.
)
ERGLASS (TYP. ALL TANKS)
FF= 9.74
2 IE (auT) = 3aa.ao c2
I
FF=
48.60
RJ M 3 46.66
=
6' IE (IN) = 342.62
FF:
IE =
I
D _
SSCO
S CO
RI =249.24
`�`1OU
J/
B
D.
- -
RIM: MATCH
PROP. FG (TYP)
SSC
i
1
6' IE (OUT) = 342.37
1
CO
R M= 1349.24
RIM
1= 348.10
1 j
TANK 2 I
H
6' IE = 343.94
_
6'
/
4K FIBERGLASS
/
it
IM
35152
=
7.80
+.
RD
- RD
RD
6' IE (IN) = 342.12
F
..::R
.•
2' HE (OUT) = 343.87
S
ILA
IE =347.
'
p.
i
-
-
-
I
Y
-
-
-
-k0.
RIM: MAT
STE TANK G BUILDING G OF PUMP END OF TANKS
PROP.
)
ERGLASS (TYP. ALL TANKS)
s I (IN) = 341.83 FF= 347.21 SSCO 11
RJ M 3 46.66
=
S 0
IE =
6 IO
E = 3}9
SSCO
B
D.
- -
RIM: MATCH
PROP. FG (TYP)
D
U COMMERCIAL I \ I i _ 35 +45.48, 6.00' LT ACCESS WAY E f
I+ I IssCO BUILDING #1 ' ' - - 31 +ao 214 fP X00 - IM' I I - ��Ilft I STA. 28 +50.78, 6.00' RT (ACCESS WAY D) z o
M T -1 32F{M g • "33 +00 - `/ J I \ 3 •7 2' 90' BEND CD
( I :PROP. FG (I)P) - -FF =35 -1.55 _ _ �. FM 1 53 '0 P
•.: SSCO 3 � � D .■ SD C28 FM � - - - 2' GATE VALVE
RIM = 351.52 W 5 A. + .(hS �✓ `ECC IA�W W W Si3 1 - THRUST - BL- - - - - - - - - ce
6' HE = 347.80 S p - - - - - W 2T
6• IE = 345.9\ � - -- .STEP TANK � �
40'' 1 SEE DETAIL (TYP) 1 ti 1 2' VAL -< I Y R T I I i PB RD a
TANK 1 27 I - - -
FIBERGLASS o1 PB
U f:
(IN) = 345.75 Q g
ZOF ILA E COI Y .: 6' IE (OUT) 345:50_.. _ + . '' .. •, . , •.
V :STA 13 +9.93;:, 6.00 RT c0 TANK 2 3 8 STEP TANK F EAS ■
J
6K FIBERGLASS I 1 I 5 0. 5 STEP T NK F WES END OF INE CO
SEE DETAIL (TYP. 6' HE (IN) = 345.25 U FF= 350.05 85 6 IEBIN�ISS qK BERGLASS SSCO STA + 0.51, 6.00' LT
1 C28 - -_ - 2' -IE- (OUT). =.34 (.) = 343.74 RIM
+ U I 1 F I ••' 6 IE 03 6' g• IE = 43.00 SEE IL TYP.)
n 2' IE (OUT) = 345.49
SSCO CARPORT ^ ( n = 342.3
I 1 RIM = 351.52 FF= 350.05 FF= 49.37 UILDING F I FF =3 7,87
_ / I V I 4K BERGLASS ��
3 6' IE = 347.80 3 (IN) = 342.09 FF= 349.37
I� 1`� SSCO 5 .2 IE (OUT)= 344.84
�,• I 1 RIM = 351.52 11 1 I• STEP TANK A C 1 1 . ■.
y Cn 6' IE = 347.80' DETAIL (TYP) 27
I SEE
I 1 SSCO 6 `' I1Yr1
Q W I •.t I I I ¢ ( 1 IM = 351.52 I (� .'j 4K FIBERGLASS
. ' IE = ..347.' - BUILDING A 6' HE (IN) = 344.65
V ..I ..,..::.
SSCO 6• IE (OUT) = 344.40 ■ SD SD SD -f■ SD
�+ I 4K 1.55 � reNK.z
i� 1 r��0, • e; .r:��,,,•- A ":'�� 4K FIBERGLASS
' I 1 V z .. •... , ...� P ,
350,95 2' IE OUT = 345.90 SSCO 2
COMMERCIAL I1 I e' IE = -4e&90 i RIM
I BUILDING #2 s s. IE.= +, c:. •• 'i r ::' ;
-FF= 351:55
j ssco 11 I FF= 351,55 BUI DING B BUIL ING C 1
APPROXIMA ,y I ti I I y ( 1 RIM = 351.52 .H I v I ::: ' FF= 49,66 wM =� x f72 FF= 48.23
6' IE = 34780 v'
LOCATION o I I \ / N I A I ; i•�� 8' IE - 342.70 TYPICAL HO SHALL
STEP UNE•3 I I I RIMS- 351.52 t I ! 1 I ,' ) /^`I , SK PBERGUSS (� D/ E LOCATED YQTHIN 50'
I P OF PUMP END OF TANKS
SSCO 4 6' IE =347.8 , / ,
RIM = 350.44 �' - IE IE IN) = 342.63 TYP. ALL TANKS
STEP TANK COMM 2 � •• � 2' IE (OUT =344,
I wv cai> ; I I 6' IE = 345.90 � ......TANK 1 _ . -... -. r � 1 � � ■ .. ■ ■ � � � � � �
6K FIBERGLASS STEP TANK C
6 IE (IN) = 345.75
40 6' IE (OUT) = 34550
TANK 6K FIBERGLASS I I - YI 1' IE (OUT) - 344...19
6' IE (IN) = 34525 ry _ c/^CC�
Oc 2- IE (OUT) = 347.00 .: . W -- L�J W 42 +00 O - SSCO 11 RIM = 351.52 Q FM I I S 6' IE = 347.80 3 2061 LL 2'0 PVC FM (SEE g{EEE IS C7 -1fi� F 304+ LF 2'0
C SSCO 12 I I I I I ST 42 46, 6 00 RT
I 3 f M = 351.52 4. STA. 20 +85.43, 6.00' FIT ACCESS WAY C I I 1 2' ATE EEL
I 1i 6' IE = 347.80 STA. 40 +37.50, 6.00 FIT ACCESS WAY F I \
2 - 2• GATE VALVES -
- IM = 351.52 � ' � ' • °' ; . ', :: ; ; : • -i. TYPICAL PIPE TRENCH
h I I 6' IE = 347.80 1 - 1 - 3' .CRF,ASER f .
j , *,..... ..
_ t
,
® I I W W --- SD. -,-- 53 +00 54+00 ESS WAY A 55 +00
0�187�� 's`• % / / / /// is :�.� :O� :iii ♦ %i :i�. �M�lh
Ind• •�_ =1 iie � � ♦• ♦AJ• ♦ ♦A•A�A•A ♦�•A� ���������
on MEN
IN I mill
1". mill mill
►i A ♦ii °i � i i I -
BUILDING 1 ♦0♦.♦���♦v 1
►0♦ ♦AOOpOAaODA1' .
4♦♦ K ►AA ♦ ♦'►A..a ♦iQ♦♦i' y
y 000 ♦i:A:•• ♦'• v 0 BUILDING
IMP
qA
dim 4ii•Oiii _ .51\ . �\
�• ♦• ♦ ♦ ♦• ♦•y� q 1
I 1 1J ♦♦♦♦ i =/I j. .
fL$J : 1: y♦4►•♦•♦1
v IE 342.58
CIVIL ENGINEERS ' �A�A�1� ♦�A� 1
. •- . � - � Imo, � � '
11 � la 1
1 PLANNERS
COMMERCE 00
TACOMA, WA 98402
PROJECT: ROAD
MIXED USE
1
1 1
5 1 =
►•1 I �MA ► 1 i _ 1 1 1
-(OUT)
1 1
I Yy0 ' --"-�- �
1 v PROPOSED CONNECTION TO EXISTING a STEP LINE 1 STA. 52 +80.97 6.1'I RT ACCESS WAY A) Y
^ STA. 2 +35.13, 7.61' LT STA. 51 +37.46 6.00' RT ACCESS WAY A STA. 20+16, 6.01 RT (ACCESS WAY C)
STA. 10 +44.2& 6 00 RT A
i - 4'z3' SADDLE TAP (LAVE TAP) (CCE55 WAY B) 1 - 3' 90' BEND '
v, 1 - 3- GATE VALVE 1 - 3' X Q' TEE 1 - THRUST BLOCK
1 - THRUST BLOCK 1 - 2' G jE VALVE 3
CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DEE AIL (TYP.)
VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR 1 - THRUST BLOCK C2
TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT
IS SHOWN CONTACT THE PROJECT ENGINEER 14" ( k--
( IMMEDIATELY FOR POSSIBLE DESIGN CHANGES3 SEWER PIPE MATERIALS & COVER NOTE
KEY � "5 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: /
A. ALL PIPE LESS THAN 2.0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR
OUTLINE OF BUILDING(S) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785.
SPECIFIED STEP TANK (BUILDING GROUP) S. ALL PIPE 2'0 OR GREATER SHALL BE PVC IPS 1120 SDR 21 CLASS
200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH
( P/ BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI.
C. 2'0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR
SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785.
2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. -S �-
STEP TANK ELECTRICAL NOTE V-- - - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS UNES SHALL BE 6.0, HAVE A MINIMUM SLOPE -
T/FT,
(ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 F AND SHALL BE PVC ASTM D 3034 STIR 35 WITH FLEXIBLE
IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL GASKETEb OR SOLVENT WELD JOINTS.
4. ALL FITTINGS FOR PIPE 2' AND LARGER SHALL BE RUBBER RING GASKET_________4
PVC 1120 COMPLYING WITH ASTM F 477.
I
I
I
I
I
I
TACMi 1 : Itll
/ 0 PROJECT ENGINEER: JEREMY HAUG
A li \J
EMAIL: JHAUG@SOUNDENGINC.COM
p5514LE B`i STRJ)1VtFTFN1.�L- w+Awi1J,J>v ��� � u, b
C DRAWN: P HEELER _.
04,w%i • BY
howl�,ay- b V �
QR: IN 7.21.08
`cs�' • BY DATE
SCALE: 1 " =30'
DATE: 7,30.08
PROJECT N: 07118.10
.pa ' U(ILI
STUE SHEET NAME:
S.T.E.P.
� � CALL 48 HOURS SEWER PLAN
A
�^ BEFORE YOU DIG C19
' 1- 800 - 424 -5555 1
SHEET 19 OF 31
eon cunulTTal 10N t o 711111
■
M
I
0
s
N
N
c
0
1f*E OF 2'
NOOSE
2' -0' TAIL
ABOVE
GROUN- ---
STANDPIPE
PVC C.O. -
DOUBLE
SWEEPING TEE
FERNCO CIINO OR
APPROVED EQUAL
X
]4CAP WATER TIGHT
TYPICAL IN PROTECTED AREAS
�RH SERVICE OXES (CARSONEI JRICH)
— EXISTING GROUND
14 GA. COPPER TONING WIRE
WRAP ONCE AROUND CLEANOUT
TOP OF STEP TANK
BAFFLE
FERNCO COUPLING OR
APPROVED EQUAL
TYPICAL
CONNECTION
APPRO DWG. NO.
o,l,e 7 -7
Y
TYPICAL CONNECTION FROM
BUILDING TO STEP TANK
1 NOT TO SCALE
FINISHED
30 "0 RIS
ALARM HIGH LEVEL
LAG ON /OFF (4.5" DO AWDOWN ON TO OFF) 6'
LEAD ON /OFF
(4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6'
REDUNDANT OFF
B' MIN. BEDDING
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APPR DWG NO.
'-lc�,
of XX 1, .1v r .". n.Tr 7 -14
JY I JEG I TP 1 4/2007
FLOAT SETTING VAULT DIMENSIONS
FOR A DUPLEX PUMP VAULT
4 NOT TO SCALE
CREEK ROAD MIXED USE
A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON
S.T.E.P SEWER NOTES AND DETAILS
SPLICE TO EXISTING
14 GAUGE TONING
TO STEP TANK
CONNECT TO
EXISTING PVC
SERVICE UNE J
I" KBI BALL VALVE, SL
V CHECK
INSTALLATION NOTE&
ALL SERVICE LINE CARSON BOXES SHALL BE
LOCATED 4' FROM EDGE OF CURB TO CENTER
OF CARSON BOX IN PLANTER STRIP ON BOTH
1' SIDES OF ROADWAY.
GANG CARSON BOXES SHALL BE LOCATED 3'
APART TO CENTER OF BOXES
2. BALL AND CHECK VALVES TO BE INSTALLED
IN CARSON BOXES ACCORDING TO DRAWING.
3.
COVER MARKING TO READ -SEW1
(USE IN NON - TRAFFIC AREAS)
//{'''''14 GA. OF HEAVY INSULATED
/ COPPER TONING WINE
/ALL TONING "RE SPUCES SH,
BE CONNECTED BY USING D.B.
KITS MANUFACTURED BY 3M
STEP MAIN
1" SCHEDULE
40 PVC SWr
P
PVC SWING CHECK
VALVE SL x SL
1"
KIN BALL VALVE. SL It SLJ
V PVC NIPPLE, A x A-
1' x MAIN DIA. PVC
REDUCING TEE
Ax SL TH
OR PIPE SADDLE —
TYPICAL 1"
SERVICE CONNECTION
APPROVED DWO. NO.
'UBUC WORKS DIRECTOR DATE
JY I JEG I TOP 1 4/2007
NOTE TINS PRO W USES 2' SERVICE LINES. PIPE SIZE CAILOUTS IN THIS DETALL TO BE INCREASED ACCORDINGLY.
TYPICAL 1' SERVICE CONNECTION
FROM STEP TANK TO FORCE MAIN
2 NOT TO SCALE
w / NOT TO SCALE
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER
APPROVAL EXPIRES:
1' AIR RELEASE VALVE OR
Y COMBINATION AIR RELEASE
I' DEPTH OF SILT OR l'•y
21'0 RIBBED PVC RISER
CLAY, TO
2' RIGID FINISH GRADE SHALL
INSULATION BE WITHIN 1 "3 1/4'
CARBON FILTER
OF TOP OF UP.
EXISTING GROUND
3
1 -MAX.
I
♦ ,
II 'N
T[ 14 GAUGE TONING NNE
11Y PVC TRUE UNION BALL VALVE 4,
2fPERF.
= 1" PVC TRUE UNION BALL VALVE 5
_
MIN GRAVEL
I
SLOPE UP
KFILL FOR WALLS
__________'i
OLYPROPYLENE
1/2 BASE COURSE DIAMETER
STRAINER
1' PVC ELL SLxTH
1' SCHEDULE 80 PVC IPT NIPPLE
SELF TAPPING PVC SADDLE
AIN IF RED.
BY CITY ENGINEER
ROMAC MODEL 304 OR EQUAL MINIMUM OF 8'
PRESSURE SEWER MAIN
EARTH
DRAIN
NOTE:
PLACE IN A MOR IAAFFlC AREA,
CITY OF YELM
UNION JOINTS SHALL BE SOLVENT
WELDED. Cm TO FIELD LOCATE.
DEPT. OF PUBLIC WORKS
9 ? 7 a �ero,Pt�ja` May,
TYPICAL SEWER AUTOMATIC
APIP�D� DWG NO..
GENERAL NOTES: _ p,4 jzI1J
7 -1 2
I. ROCK WALLS SHALL BE CONSTRUCTED OF 3 -MAN TO ((i•'
DWN'
JY JEO TP 4/2007
2 -MAN ROCKS FROM BOTTOM TO TOP. ROCK SIZES ML" J1 /TI
ARE AS FOLLOWS:
2 -MAN ROCK (300 TO 600 LBSJ 13 INCHES IN e
LEAST DIMENSION.
3-MAN ROCK (600 TO 1200 LOS.) HIS INCHES IN CITY OF YELM
LEAST OIMERSION. DEPT. OF PUBLIC WORKS
2. THE ROCK WALL SHALL BE INSTALLED WITH A SMOOTH
FACE,
yy}}((��I,
3. THE LONG DIMENSION OF THE ROCKS SHALL BE PER- ROCK WALL
ALL
PENDICUTAR TO THE FACE OF THE WALL TO PROVIDE
MAXIMUM STABILITY.
4. EACH ROCK SHALL BE PLACED SO AS TO LOCK INTO APPROVED DWG. N0.
TWO ROCKS IN THE LOWER TER.
5: CALL FOR INSPECTION PRIOR TO SETTING ANY ROCKS.
NBUC WORKS DIRECTOR DATE 4-18
6. DESIGNS VARYING FROM THAT SHOWN SHALL CARRY
THE SEAL OF A CIVIL ENGINEER. DES, OWN. CKD. DATE
G S-C S -C S-C 10/3/94
TYPICAL STEP TANK RISER
w / NOT TO SCALE
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER
APPROVAL EXPIRES:
MANHOLE RING AND COVER.
CONCRETE COLLAR-
14 GA. COPPER TONING
WINE 2' -0" TAIL INTO
RISER —�
TYPICAL SEWER
AUTOMATIC AIR RELEASE VALVE
$ NOT TO SCALE
CONTRACTOR TO EPDXY TWO I"
PVC PIPE PIECES 1' LONG TO
FIBERGLASS LID FOR LIFTING
COMPACTED BACKFILL
RISER WITH FIBERGLASS
LID ORENCO SYSTEMS.
INC., OR EQUAL.
• 21' PVC RISER REQUIRES 24' RING & CAST IRON COVER
24° PVC RISER REQUIRES 30' RING & ALUMINUM COVER
30' PVC RISER REQUIRES 36' RING & ALUMINUM COVER
NOT TO SCALE
TRAFFIC BEARING
LID
APPROVE DWG. N0.
�""� 7 -19
PUBLIC WORKS DIRECTOR DATE
DES. N. CKD.
JY JEG -TP 4/2007
BEARING LID FOR STEP TANKS
STEP SYSTEM NOTE
STEP SEWER SYSTEM BEYOND INLET WILL BE
OWNED, OPERATED AND MAINTAINED BY THE
CITY OF YELM.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
g
s�
8 �
E
� f
Z
Z
LL
s
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SEII
SOUND ENGINEERING, INC.
CIVIL ENGINEERS ^ LAND PLANNERS
1102 COMMERCE ST., SUITE 300
TACOMA, WA 98402
PHONE: (253) 573-0040, FAX:("") 573 -0162
ww .soun6eminc.com- wunOBwulMenginomm
PROJECT'.
CREEK ROAD
MIXED USE
CLIENT:
YELM CREEK BLDG.S LLC.
240 STADIUM WAY SOUTH
TACDMA,WA 98402
TEL: (253) 428.0800 FAX: (253) 428-8172
EMAIL:
PROJECT ENGINEER: JEREMY HAUG
E -MAIL: JHAIIG @SOUNDENGINC.00M
DRAWN: P HELLER
BY
QR: JFPI 07 2108
BY DATE
SCALE: NTS
DATE: 0130A8
PROJECT t: 07118
T NAME:
S.T.E,P. SEWER
NOTES AND DETAILS
C2/
SHEET 27 OF 31
Ocn S118MITTAI JAN 12
1' AIR RELEASE VALVE OR
Y COMBINATION AIR RELEASE
VALVE & VACUUM VALVE
21'0 RIBBED PVC RISER
W/ BOLT ON FIBERGLASS
LID BY GRENGO OR EQUAL
2' RIGID FINISH GRADE SHALL
INSULATION BE WITHIN 1 "3 1/4'
CARBON FILTER
OF TOP OF UP.
EXISTING GROUND
3
1 -MAX.
I
♦ ,
II 'N
T[ 14 GAUGE TONING NNE
11Y PVC TRUE UNION BALL VALVE 4,
= 1" PVC TRUE UNION BALL VALVE 5
_
I
SLOPE UP
__________'i
OLYPROPYLENE
1' SCHEDULE AO PVC
STRAINER
1' PVC ELL SLxTH
1' SCHEDULE 80 PVC IPT NIPPLE
SELF TAPPING PVC SADDLE
ROMAC MODEL 304 OR EQUAL MINIMUM OF 8'
PRESSURE SEWER MAIN
OF PEA GRAVEL
BACKFILL FOR
DRAIN
NOTE:
PLACE IN A MOR IAAFFlC AREA,
CITY OF YELM
UNION JOINTS SHALL BE SOLVENT
WELDED. Cm TO FIELD LOCATE.
DEPT. OF PUBLIC WORKS
TYPICAL SEWER AUTOMATIC
AIR RELEASE VALVE
APIP�D� DWG NO..
7 -1 2
%)IBUCC WGRRS DIRECTGN DATE
DWN'
JY JEO TP 4/2007
MANHOLE RING AND COVER.
CONCRETE COLLAR-
14 GA. COPPER TONING
WINE 2' -0" TAIL INTO
RISER —�
TYPICAL SEWER
AUTOMATIC AIR RELEASE VALVE
$ NOT TO SCALE
CONTRACTOR TO EPDXY TWO I"
PVC PIPE PIECES 1' LONG TO
FIBERGLASS LID FOR LIFTING
COMPACTED BACKFILL
RISER WITH FIBERGLASS
LID ORENCO SYSTEMS.
INC., OR EQUAL.
• 21' PVC RISER REQUIRES 24' RING & CAST IRON COVER
24° PVC RISER REQUIRES 30' RING & ALUMINUM COVER
30' PVC RISER REQUIRES 36' RING & ALUMINUM COVER
NOT TO SCALE
TRAFFIC BEARING
LID
APPROVE DWG. N0.
�""� 7 -19
PUBLIC WORKS DIRECTOR DATE
DES. N. CKD.
JY JEG -TP 4/2007
BEARING LID FOR STEP TANKS
STEP SYSTEM NOTE
STEP SEWER SYSTEM BEYOND INLET WILL BE
OWNED, OPERATED AND MAINTAINED BY THE
CITY OF YELM.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
g
s�
8 �
E
� f
Z
Z
LL
s
z
SEII
SOUND ENGINEERING, INC.
CIVIL ENGINEERS ^ LAND PLANNERS
1102 COMMERCE ST., SUITE 300
TACOMA, WA 98402
PHONE: (253) 573-0040, FAX:("") 573 -0162
ww .soun6eminc.com- wunOBwulMenginomm
PROJECT'.
CREEK ROAD
MIXED USE
CLIENT:
YELM CREEK BLDG.S LLC.
240 STADIUM WAY SOUTH
TACDMA,WA 98402
TEL: (253) 428.0800 FAX: (253) 428-8172
EMAIL:
PROJECT ENGINEER: JEREMY HAUG
E -MAIL: JHAIIG @SOUNDENGINC.00M
DRAWN: P HELLER
BY
QR: JFPI 07 2108
BY DATE
SCALE: NTS
DATE: 0130A8
PROJECT t: 07118
T NAME:
S.T.E,P. SEWER
NOTES AND DETAILS
C2/
SHEET 27 OF 31
Ocn S118MITTAI JAN 12
3c
a
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w
0
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I
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0
CREEK ROAD MIXED USE
A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON
S.TGE.P SEWER NOTES AND DETAILS
MARK
EQUIPMENT LISTING AND SUPPLIER
CSI
CUSTOMER
MARK
EQUIPMENT LISTING AND SUPPLIER
CSI
CUSTOMER
A
C.S.I. SINGLE WALL FIBERGLASS TANK
x
TANK BOTTOM
G
30' RISER WITH COVER
x
2,000 GAL TANK: 12 "x12 "x12'
B
C.S.I. FRP HOLD DOWN STRAP 6 TURNBUCKLE ASSEMBLY
x
ar •
H
6' PVC INLET PIPING WITH SANITARY TEE
X
I 6,000 GAL TANK: 12 "x12 "x18'
C
C.S.L PRECAST DEADMAN ANCHOR WITH EYEBOLTS
x
8.00
I
EFFLUENT DISCHARGE
344.15
x
D
23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPENING
x
i 0-.4 I ►I4 .. ..
J
SUSPENDED EFFLUENT PUMP W/ FILTER (ORENCO PUMP MODEL PF200511)
- --
x
E
29.5' FIBERGLASS COLLAR WITH 23' TANK ACCESS OPENING
x
- --
K
7/8 HEIGHT FRP COMPARTMENT BAFFLE
X
6,000
F
24' PVC RISER WITH COVER
x
342.44
- --
335.69
- --
- --
INLET RIM EL -SEE TABLE A
CH)
6' INLET PIPE EL =SEE TABLE A
TYP. CONNECTION FROM
BLDG TO STEP TANK
SEE DETAIL
1
C27
H -20 LOADED TRAFFIC BEARING UD
SEE DETAILS
56
C27 OUTLET RIM EL�SEE TABLE A
2/3 OF TOTAL LENGTH
TYP. CONNECTION FROM
STEP TANK TO FORCE MAIN
SEE DETAILe
C27
HIGH WATER AURM EL='C
LAG PUMP ON EL=
LAG PUMP OFT EL= C
I FAN Pi IMP ON D ='n'
T (UOUID umi IFAD PUMP OFF O ='C
IOW I FIAT ARM ='8'
APPROVED FOR CONSTRUCTION
BY: DA
DEVELOPMENT REVIEW ENGINEER
APPROVAL
A
fG
s
0
S o S
d �
a
0
c
TYP. TANK BEDDING "B"
SEE DETAIL
I.D. NOTES:
I 0, 4 HOLD DOWN STRAP LOCATION
TANK 1
rL
BUILDING
D TANK BOTTOM 0. =0.00 (BASELINE FOR TABLE B)
DIA (FT)
INLET RIM
OUTLET RIM
9E TABLE A FOR SPEOFlC INFORMADON "A" O.D.
e
I DEADMAN SIZES:
TANK BOTTOM
SIZE (GAL)
DIA (FT)
C26
2,000 GAL TANK: 12 "x12 "x12'
.
• r `
4,000 GAL TANK: 12 "x12 "x12'
L
A
ar •
5,000 GAL TANK: 12 "x12 "x16'
349.12
NOTES:
I
I 6,000 GAL TANK: 12 "x12 "x18'
344.40
1. SEE DETAIL p2 ON SHEET C27.1 FOR SPECIFIC DIMENSION$ FOR EACH SIZE TANK.
4,000
8.00
2. FULL SIZE DEADMAN ANCHORS SHALL BE INSTALLED FOR ALL TANKS. SEE DETAIL 12 ON
349.11
344.15
SHEET C27.1 FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. -
B
5,000
3. TYPICAL FLOAT SETTINGS PER THE CITY OF YELM ARE SHOWN ON DETAIL 04 ON SHEET C27.
i 0-.4 I ►I4 .. ..
346.93
TABLE A - SPI =CIFIC TANK INFORMATION
TANK
TANK 1
TANK 2
BUILDING
SIZE (GAL)
DIA (FT)
INLET RIM
OUTLET RIM
INLET I.E.
OUTLET I.E.
TANK BOTTOM
SIZE (GAL)
DIA (FT)
INLET RIM
OUTLET RIM
INLET I.E.
TANK BOTTOM
A
4,000
8
349.12
349.05
344.65
344.40
337.90
4,000
8.00
349.05
349.11
344.15
337.40
B
5,000
8
347.03
346.93
342.63
- --
335.88
- --
- --
- --
- --
- --
- --
C
6,000
8
346.86
346.78
342.44
- --
335.69
- --
- --
- --
- --
- --
- --
D
5,000
8
346.66
346.57
342.19
341.94
335.44
4,000
8.00
346.44
346.34
341.69
334.94
E (NORTH)
4,000
8
346.18
346.11
341.72
- --
334.97
- --
- --
- --
- --
--
- --
E (SOUTH)
5,000
8
346.52
346.42
342.08
341.8;1
335.33
4,000
8.00
346.28
346.21
341.58
334.83
F (WEST)
4,000
8
348.19
348.11
343.74
- --
336.99
- --
- --
- --
- --
- --
- --
F (EAST)
4,000
8
347.06
346.99
342.59
342.34
335.84
4,000
8.00
346.99
347.07
342.09
335.34
G
4,000
8
346.33
345.93
341.83
- --
335.08
- --
- --
- --
- --
- --
- --
H
5,000
8
346.97
346.87
342.62
342.3?
335.87
4,000
8.00
346.76
346.69
342.12
335.37
1
6,000
8
347.50
347.39
343.05
- --
336.30
- --
- --
- --
- --
- --
- --
J (WEST)
6,000
8
348.09
347.95
343.61
- --
336.86
- --
- --
- --
- --
- --
- --
J (EAST)
5,000
8
348.52
348.45
344.08
- --
337.33
- --
- --
- --
- --
- --
- --
REC BLDG
2,000
6
346.79
346.74
342.36
- --
337.28
- --
- --
- --
- --
- --
- --
COMM1
6,000
8
350.79
350.81
345.75
345.50
339.00
6,000
8.00
350.81
350.81
345.25
338.50
COMM2
6,000
8
350.55
350.64
345.75
345.5()
339.00
6,000
8.00
350.67
350.67
345.25
338.50
POOL
2,000
6
346.06
345.92
341.62
- --
336.54
- --
- --
- --
- --
- --
--
TABLE B - SPECIFIC TANK INFORMATION
TANK
"A"
"B"
C
"
"E"
"F"
"G"
2,000 GAL
2.50
3.00
11 -1}"
8
4.00
4.38
4.50
4,000 GAL
2.70
3.40
13 " -11"
8
4.40
4.78
4.90
5,000 GAL
3.10
3.90
JF4
8
4.90
5.28
5.40
6,000 GAL
3.10
3.90
19' -5"
8
4.90
5.28(2)
16 }' (TYP)
4,000 GAL
"`
3.70
8
4.70
.OB
5.20
5,000 GAL / 4,000 GAL
3.90
8
4.90
5.28
5.41p
(2) 6,000 GAL
4.30
18
5.30
5.68
5.810
* *BAFFLE L NOT REQUIRED FOR TANKS PLACED IN SERIES PER WASHINGTON STATE
0E " RIA FOR SEWAGE WORKS DESIGN ", C1- 10.1.6A.
�l �_ wi�liy
I'YY� l
7 Oil
F
TYPICAL S.T.E.P. TANK CONFIGURATION
1 NOT TO SCALE
wBW.CONTAINMENMDTIONSGOM
TABLE C TANK
SIZE INFORMATION
TANK
SIZE
A
B
C
D
E
F
G
2,000 GAL
6' -2�'
6' -0"
11 -1}"
2 -0b"
2' -2a"
6' -10}"
16j" (TYP)
4,000 GAL
7' -11"
7' -8"
13 " -11"
S -64"
S -6�'
6' -10j"
16}" (TYP)
5,000 GAL
7' -11"
7' -8"
16' -B"
3' -6j'
S -64"
9' -7j"
164" (TYP)
6,000 GAL
7' -11"
7' -8"
19' -5"
3' -64"
3' -64"
12' -41"
16 }' (TYP)
2 STEP TANK SIZES
,� 4 � -�"l-�
_qv;
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
SEI
SOUND ENGINEERING, INC.
CIVIL ENGINEERS - LAND PLANNERS
1102 COMMERCE ST., SUITE 300
TACOMA, WA 98402
PHONE: (253) 573 -0040 - FAx:(253) 573 -0142
www.s undengincwm - sound @soundenginc.wm
PROJECT:
CREEK ROAD
MIXED USE
CLIENT:
YELM CREEK BLDG.S LLC.
248 STADIUM WAY SOUTH
TACOMA,WA 98402
TEL: (253) 428 -0800 FAX: (253) 428 -8172
EMAIL
PROJECT ENGINEER: JEREMY HAUG
E -MAIL: 3HAUG @SOUNDENGINCCOM
DRAWN: P HELLER _.
BY
QR: FALL __QT2uB_
BY DATE
SCALEATS
DATE: 07.30.08
PROJECT #: 07118
SHEET NAME:
S.T,E,P. SEWER
NOTES AND DETAILS
C/ ,1
SHEET 0170Fm131
7M04)IRMITTAl 'n.N i n 70111
ROL
FORM CONDUITS TO
GARAGE CONTRACTOR TO
L
BACKFILL/ C
,MALL SHIM, ETC. TO
TYPE C
PANEL DETAIL DRAWING #e. r01 PUMP CONTROL
ACCOUNT FOR
OTHER REQUIREMENTS
CRUSHED 4
DIFFERENT TYPES
SELECT BACKFILL F
CD
OF SIDING
m
COMPACT TO 931L S
3/4" PVC (CONTRACTOR TO
e`y.: y v Y r=X:•' �5:%
ATTACH CONDUIT TO
CONDUIT FORM BOTH CONDUITS
r w
O z O
A.C. PAVEMENT 3
AS SHOWN FOR BOTH
Z
FINISH ROADWAY TO
3/4" LB CONDUITS) —�
b
COMPACT TO BS% G
GRADES AND CURBS
6" PVC PIPE A57M 0 -
A.
ELECTRICAL
LINE FROM TO ELECTRICAL
SLOPES SHALL MATCH
CONCRETE SURFACE M
UNDER HOUSE PANEL
STEP
INK j it — J FOOTING/STEM
TO STEP — WALL
TANK
"LOCATION OTHER THAN GARAGE
WALL OR REMOTE POST WILL
BE CONSIDERED ON A CASE
BY CASE BASIS.
IE WALL
CONTROL
STAINLESS STEEL TWO
HOLE STRAPS AS
REQUIRED TO SECURE
CONDUIT TO WALL
EXISTING GROUND
%, Z
S
- j TO STEP TANK
TYPICAL PUMP CONTROL
PANEL INSTALLATION
ON EXISTING HOUSE
DWG. NO.
Di
JY
TYPICAL PUMP CONTROL PANEL
1 NOT TO SCALE
IN -mil9
CONCRETE SLAB 2' X 2'-
CENTERED ON VALVE
w/ 4 - #4'S EACH WAY TOP
6' PVC PIPE ASTM
D -3034 (WHITE)
PVC SEWER MAIN
DO NOT COVER
BOLTS W/
CONCRETE
UNDISTURBED
20k 3' VALVES MAY BE BELL It BELL
AT THE CONTRACTORS OPTION
VALVE NUT EXTENTONS REQUIRED
TO BRING NUT TO WITHIN 12" OF
THE SURFACE
11/2' CLR. 1-
TYP.
TONING WARE. BRING TO
SURFACE IN VALVE BOX
DRILL 1/2" HOLE OR SLOT
FOR WIRE
-GATE VALVE, MJ X NJ
-2 - 04 BARS
CONCRETE SUPPORT BLOCK FOR
VALVES 2' AND LARGER
ITYPICAL SEWER MAIN
LINE GATE VALVE
DWG. NO.
1 a,oiir nierrme near 7 -21
I JY I JEG
TYPICAL SEWER
3 MAIN LINE GATE VALVE
N_
c
0
CREEK ROAD MIXED USE
A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON
SIT "E.P. SEWER NOTES AND DETAILS
SANITARY SEWER MAIN INSTALLATION GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND
THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA).
2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL
NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.
4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF
CONSTRUCTION.
5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION
TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP.
6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL
EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION.
7. SIDE SEWER SERVICES SHALL BE PVQ, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT
WELD JOINTS.
B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED
12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC
NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A
STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED
WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP
AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D: OR APPROVED EQUAL THE TAPE
AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE
INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE,
METAL CORE BACKING MARKED "POWER TAPE SHALL BE FURNISHED BY CONTRACTOR.
10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN
ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1).
11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER.
TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH
MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE
AS REQUIRED.
SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT.
12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO
PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS.
13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE MATH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCO) AS REQUIRED.
14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED
PLANS ON CONSTRUCTION SITE AT ALL TIMES.
15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM.
16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE
ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL
STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO
PLACING STEP MAIN IN SERVICE.
17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE
CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF
DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED
INSPECTIONS.
18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS
OTHERWISE AUTHORIZED BY THE CITY OF YELM.
19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A
SEPARATE "ON -OFF" SWITCH CONTROLUNG POWER TO PUMP CONTROL PANEL SAID SWITCH SHALL
HAVE A LOCKING COVER MODEL N 5031 -0 RAYNTITE SINGLE GANGE WEATHERPROOF COVER 1.406 -
DIAMETER.
20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER
DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
a)TANK INSTALLATION, I.E.; BEDDING AND LOCATION
b)TANK INFILTRATION, EXFILTRATION TEST
c) S.S. PRESSURE TEST
d)SERMCE LINE PRESSURE TEST
e) FINAL INSPECTION
21. ALL LUMBER T AN R
MUST BE PRES9JR6 B.
I(� OTVPE.9 GAt.J�Nl1E0 LAAJ STRN'T' 6AD LK
RESTORATION SURFACE
SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE
B., FINISH GRADE
w ws
T. h j BACKFILL SEE
RESTORATION TABLE
_ m z I / I MAINTAIN SIDE
o ' m \ I AS POSSIBLE
STEEP
N \ / — / SEWER LINE
a IPE BEDDING FOR
1D FLEXIBLE PIPE
PIPE O.D.
i
PIPE
O.D.
W
CSBC = CRUSHED SURFACE BASE QOURSE
CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM
DEPT. OF PUEILIC WORKS
TYPICAL
PIPE TRENCH
APP DWG. N0.
7- 3
PUBLIC WORKS DIRECTOR DATE
N. CKO. DATE
JY JEG TP 4/2007
RESTORATION TABLE 1
FORM CONDUITS TO
SURFA� T
THICKNESS B
BACKFILL/ C
COMMENTS/
TYPE C
PANEL DETAIL DRAWING #e. r01 PUMP CONTROL
COMPACTION REOMNTS, O
OTHER REQUIREMENTS
CRUSHED 4
4" CRUSHED SURFACE S
SELECT BACKFILL F
FINISH GRADE SHALL BE
SURFACE T
TOP QWRSE C
COMPACT TO 931L S
SMOOTH k CONSISTANT
e`y.: y v Y r=X:•' �5:%
ATTACH CONDUIT TO
M1TH EXISTING
A.C. PAVEMENT 3
3' MIN. GRADE B A.C. S
SELECT BACKFILL F
FINISH ROADWAY TO
OVER GRAVEL BASE S
PAVING OVER q' CRUSHED C
COMPACT TO BS% G
GRADES AND CURBS
6" PVC PIPE A57M 0 -
A.
SLOPES SHALL MATCH
CONCRETE SURFACE M
MATCH EXISTING S
SELECT BACKFILL H
HATCH EXISTING FINISH
(DRIVEWAY /SIDEWALK) C
CONCRETE THICKNESS C
COMPACT TOBS7L T
TE %VIBE. AND GRADE.
2 "1• -90' BEND
HYDROSEED77 PLANTINGS N
FINISH GRADE SMALL BE
LAWN /LANDSCAPE O
OVER 1' MIN. TYPE A S
NAIVE BACKFILL F
SMOOTH 8 CONSISTANT
TOP $OIL C
COMPACT TO 87A V
VATVI EXISTING GRADE
APPR B� DWG. NO.
NATIVE BACKFILL M
MOUND BACKFILL
UNIMPROVED SUFACE N
N/A C
COMPACT TO 85X Y
Y ABOVE EXISTING
JY JEG TP 4/2007
GRADE � SMOOTH
U�4Aa� TYPICAL PIPE TRENCH
NOT TO SCNE
NATIVE OR
BACKFILL AS
DIRECTED BI
ENGINEER.
B�
SPECIFICATIONS)
N
FIBERGLASS
TANK BEDDING
PROVED DWO. NO.
BUCW'z— 7 -16
BUC WORK$ DIRECTOR DATE
JY JEG TP VA 4/2007
FIBERGLASS TANK BEDDING
0 NOT TO SCALE
PEN YFMI 7 -16
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER
APPROVAL EXPIRES:
CONTROL PANEL INSTALLATION
ON SIDE OF STRUCTURE
2 NOT TO SCALE
FORM CONDUITS TO
7 -D'
POST OR CHANNEL. SEE
O
TYPICAL PUMP CONTROL
PANEL DETAIL DRAWING #e. r01 PUMP CONTROL
PANEL
MARKING TO READ 'SEWER"
PVC CONDUIT
4 "X8" PRESSURE
TREATED POST 1n
e`y.: y v Y r=X:•' �5:%
ATTACH CONDUIT TO
POST WITH STAINLESS
STEEL TWO HOLE
STRAPS CONCRETE
EXISTING GaOUND
PVC PIPE WTH
THREADED PLUG
6" PVC PIPE A57M 0 -
A.
Z
3034 (WATE)
FOR WIRE
¢
+TO TO INEW e� STEP TANK
ELECTRICAL PANEL
2 "1• -90' BEND
12"
CIA.
CITY OF YELM
DEPT. OF PUBLIC WORKS
CONCRETE
REMOTE POST - RESIDENTIAL
PUMP CONTROL PANEL
BLOCK
INSTALLATION
APPR B� DWG. NO.
7 -4
PUBLIC WORKS DIRECTOR DATE
DES.
JY JEG TP 4/2007
CONTROL PANEL INSTALLATION
ON SIDE OF STRUCTURE
2 NOT TO SCALE
END OF LINE CLEAN OUT
6 NOT TO SCALE
PER YELM 7 -20
a�
i�
i
0
z
�Op 'EPSrsraWeV
�SSlONAU �C1
I'D/33
OOOOOOOIW
E I
SOUND ENGINEERING, INC.
CIVIL ENGINEERS � LAND PLANNERS
1102 COMMERCE ST., SUITE 300
TACOMA, WA 98402
PHONE: (253) 573- 0040 - FAX:(253) 573 -0142
www.wundenginowm - wundOwundengincwm
PROJECT:
CREEK ROAD
MIXED USE
CLIENT
YELM CREEK BLDG.S I.I.C.
240 STADIUM WAY SOUTH
TACOMA,WA 98402
TEL: (253) 428-OBW FAX: (253) 428-8172
EMAIL:
PROJECT ENGINEER: JEREMY HAUG
E -MAIL: JHAUG@SOUNDENGINC.CDM
DRAWN: V SISSECK
BY
QR: FF 07.21.08
BY DATE
SW: NTS
DATE: 07.30.08
PROJECT #: 07118
T NAME:
S.T.E.P, SEWER
NOTES AND DETAILS
CALL 48 HOURS ���
BEFORE YOU DIG
1- 800 - 424 -5555
SHEEP 28 OF 31
dnv .7vvlx, nn. �ml J Z LUIM
6"
7 -D'
e' RICH NO. 910 VALVE BOX,
OR EQUAL WITH COVER
MARKING TO READ 'SEWER"
(TYP.)
e'T1,
e`y.: y v Y r=X:•' �5:%
#4 O 7. O.C. EACH WAY TOP
PVC PIPE WTH
THREADED PLUG
6" PVC PIPE A57M 0 -
DRIP 1/2" HOLE OR SLOT
3034 (WATE)
FOR WIRE
GATE VALVE SHALL BE SAME
2 "1• -90' BEND
SIZE AS MAIN (MJ,,MJ)
TONING WARE
CONCRETE
BLOCK
CONNECT TO MAINLINE
USE EXPANSION FITTINGS
AS REQUIRED
SON 40 PVC PIPE FROM
VALVE NUT EXTENTIONS REQUIRED TO
VALVE W/SDLVENT WELD
BRING NOT TO WITHIN 24' OF THE
JOINTS. PIPE TO BE
SURFACE
SAME SIZE SEWER MAIN
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL END OF
LINE CLEANOUT
APPRO DWG. NO.
1M \ 7 -20
PUBLIC WORKS DIRECTOR DATE
OWN CK D. DA
JY JEG TO 4/2007
END OF LINE CLEAN OUT
6 NOT TO SCALE
PER YELM 7 -20
a�
i�
i
0
z
�Op 'EPSrsraWeV
�SSlONAU �C1
I'D/33
OOOOOOOIW
E I
SOUND ENGINEERING, INC.
CIVIL ENGINEERS � LAND PLANNERS
1102 COMMERCE ST., SUITE 300
TACOMA, WA 98402
PHONE: (253) 573- 0040 - FAX:(253) 573 -0142
www.wundenginowm - wundOwundengincwm
PROJECT:
CREEK ROAD
MIXED USE
CLIENT
YELM CREEK BLDG.S I.I.C.
240 STADIUM WAY SOUTH
TACOMA,WA 98402
TEL: (253) 428-OBW FAX: (253) 428-8172
EMAIL:
PROJECT ENGINEER: JEREMY HAUG
E -MAIL: JHAUG@SOUNDENGINC.CDM
DRAWN: V SISSECK
BY
QR: FF 07.21.08
BY DATE
SW: NTS
DATE: 07.30.08
PROJECT #: 07118
T NAME:
S.T.E.P, SEWER
NOTES AND DETAILS
CALL 48 HOURS ���
BEFORE YOU DIG
1- 800 - 424 -5555
SHEEP 28 OF 31
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