20140179 Signed Civil Plans 11182014 (St Columbian Education)4
SDCO #2 354. 7
MAJOR CONTOUR
'�+
16.8' -
f- 136.75
SPOT ELEVATION
RIM: 354.1 354.4
1
RD CROWN: 350.06
12.3 -
5TH-
�v Ix-
IE IN: 349.49 6" (SW)
1
STEP PUMP
v-v, Gvm__1v-b1 044a,(
HOSE BIB
WATER SERVICE LINE
IE OUT, 349.49 6" (SE) o
SANITARY SEWER SERVICE LINE
CONTROL PANEL
SANITARY SEWER CLEAN OUT
REFER TO
1
CONNECT PROPOSED FORCE SERVICE LINE
'P4 �d p
Lj0 (2) 95LF ROOF DOWW'OUT
FOOTING DRAIN LINE
PLUMBING PLAN
lat '1�ii� 1L l hI
INFIMATION TRENCHES PER DETAIL
�7/G IE: 347.92
-
•
-
354.31
L
- - - -
FIRE HYDRANT
11/--1
45' BEND
SDCO #3
RIM: 354.2
_ ..,,.°�;
THRUST BLOCK
IE IN:
349.17 6" (NW) '
HOSE BIB REFER
OUT:
349.17 6" (SW) TO
PLUMBING PLAN
�,
RD
RD RD
BUILDING GRID
- - -0-j- - - - -
- - --
LINE A -1
SSCO 101
BUILDING GRID
�
N: 592638.08 /
I
RIM: 354.36 ___.,
-`
- LINE A -4
E: 3548.77 '
I
IE: 351.33 6"
N: 592579.11
354.48 I
9LF 6 "0 PVC 0 2.0%
UTILITY CROSSING
E: 1113460.60 354.48
354.37
N
I
SS IE: 351.24
RD CROWN: 350.24
UTILITY CROSSING
FF: 354.5i0� SD IE: 353.03
UTILITY CROSSING
RD CROWN: 35 0.50
4
SDCO #2 354. 7
MAJOR CONTOUR
W IE: 351.06
16.8' -
f- 136.75
SPOT ELEVATION
RIM: 354.1 354.4
1
RD CROWN: 350.06
12.3 -
354.48 354.56
GRAVEL
IE IN: 349.49 6" (SW)
1
STEP PUMP
10
HOSE BIB
WATER SERVICE LINE
IE OUT, 349.49 6" (SE) o
SANITARY SEWER SERVICE LINE
CONTROL PANEL
SANITARY SEWER CLEAN OUT
REFER TO
1
CONNECT PROPOSED FORCE SERVICE LINE
ROOF DRAIN LINE
PER DETAIL
FOOTING DRAIN LINE
PLUMBING PLAN
1
"
TO EXISTING ,Z , PVC FORCE SERVICE LINE
-
•
-
354.31
L
- - - -
USING. - C4JT`-4. CONTRACTOR TO POTHOLE ,"
354.27 8 I
- -T6 __FIELD VERIFY SIZE AND LOCATION OF
EXISTING FORGE LINE. R RD
(1) 45' BEND (MJ) 9LF 6 "0 PVC ® 2.0 % -2, 353.90
98t LF 2" SCH (1) THURST BLOCK
W - /�W
73 ILF 6 0 DI PIPE
40 PVC PIPE 10 STEEL SLEEVE CONICRETE
SS SS ENCASEMENT
SSC,O #02
UTILITY CROSSING RIM:; 354.59
SS C 352.27 / IE: 351.15 6"
W CROWN: 350.77
UTILITY CROSSING, >
38 LF 6" DI PIPE SS IIE: 351.10r
`�l�T1LITY CROSSING 3 (1) 45' BEND (MJ) W CROWN: 350.10
,. F ` (1) THURST BLOCK 16LIF 6 "0 PVC„ ® 2.01
v,SS IE: X52.42 '
i W CROWN: 3042 r ,., SSC;O #03
f
RIM: 354.64 c,
'
3
IE: 50.84 6"
-- / 2LF 6 "0 PVC 2 0%
STEP SYSTEM WITH 1,500 GAW)N T�
' PER DETAIL OR! APPROVED EQUIVA -914 .
3 CARSON BOX AND
SHUT-OFF All
DETAIL 7 i , - -.
PER ET ON SHEET 01.03 .
202E LF 6" DI PIPE
\ ;
z:
354
APPROXIMATE LOCATION
OF WATER MAIN LINE
(NOT SURVEYED)
CONTRACToWOALL PCTJt),LE, TQ
VERIFY SIZE AND LOCATIO' "&`X,�
EXISTING WATER MAIN PRIOR TO
CONSTRUCTION. COORDINATE WITFJ
THE CITY OF YELM PUBLIC
WORKS DEPARTMENT.
MATCH EXIST.'
MATCH EXIST.
354.64
r ,
4I I
r�
D
a
20 10 0 20
SCALE: 1"= 20'
EXTRUDED CURB PER DETAIL,
TIE INTO AND MATCH EXISTING
CURBS AT BOTH ENDS
Fall ■ ■
SITE AND SURFACING NOTES:
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT
OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT AIRE DAMAGED
DURING CONSTRUCTION TO PRE - CONSTRUCTION CONDITION.
3. REFER TO LANDSCAPE ARCHITECTURE PLANS FOR CEMENT CONCRETE WALK
JOINTING.
GRADING NOTES:
1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF
PAVEMENT UNLESS OTHERWISE SPECIFIED.
2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECILUDE
PONDING OF WATER.
STORM DRAINAGE NOTES:
1. STORM DRAIN LINE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED.
2. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITY AND ARE
TO BE PLACED IN ACCORDANCE WITH STANDARD PRACTICE.
3. REFER TO ARCHITECTURAL PLANS FOR PRECISE LOCATION, ORIENTATON, AND
QUANTITY OF ROOF DOWNSPOUTS.
4. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS, EXCEPT FOR
INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS.
UTILITY NOTES:
1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET
2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO
INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL (VERIFY
LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY
DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS,
CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION
IMMEDIATELY.
3. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH
SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN.
4. PROVIDE 10' MINIMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN
WATER AND SANITARY SEWER LINES.
EROSION CONTROL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING ALL APPLICABLE EROSION AND
SEDIMENT CONTROL BEST PRACTICE MEASURES ONSITE.
APROX APPROXIMATELY N
ASPH ASPHALT NE
® AT NTS
BMP BEST MANAGEMENT PRACTICES NW
CB CATCH BASIN O.C.
CL CENTERLINE OR CLASS OD
CLR CLEAR OSHA
CO CLEAN OUT It
CONC CONCRETE PROP
CPEP CORRUGATED POLYETHYLENE PIPE PSE
CSBC CRUSHED SURFACING BASE COURSE PSF
CSTC CRUSHED SURFACING TOP COURSE PSI
CTR CENTER PVC
CY CUBIC YARDS R
DIA DIAMETER R/W
DIAM DIAMETER ROW
0 DIAMETER S
E EAST SE
EL ELEVATION SPEC
ELEV ELEVATION SS
EX EXISTING SD
EXIST EXISTING ST
FT FOOT OR FEET STEP
IE INVERT ELEVATION STD
IN INCH(ES) SW
L LENGTH TESC
LF LINEAR FEET TYP
MH MANHOLE W
MAX MAXIMUM W/
MIN MINIMUM WA
MISC MISCELLANEOUS WSDOT
LEGEND
210
MAJOR CONTOUR
213
MINOR CONTOUR
f- 136.75
SPOT ELEVATION
BUILDING FOOTPRINT
°
CEMENT CONCRETE PAVEMENT
GRAVEL
EXTRUDED CURB
W
WATER MAIN
W
WATER SERVICE LINE
SS
SANITARY SEWER SERVICE LINE
•
SANITARY SEWER CLEAN OUT
D
STORM DRAIN LINE
RD
ROOF DRAIN LINE
- - -FD- - -FD-
FOOTING DRAIN LINE
- - - - � - - -
PERFORATED DRAIN LINE
'DS
DOWNSPOUT
•
STORM /ROOF DRAIN CLEAN OUT
0 0
CHAINLINK FENCE
--
FIRE HYDRANT
11/--1
45' BEND
FT�
TEE
�
THRUST BLOCK
0
WATER METER
SURVEY INFORMATION (BY OTHERS)
NORTH BASIS OF BEARING (NAD83(98))
NORTHEAST NAD83(98) PER WSRN RTK GPS NETWORK OBSERVATIONS ON SITE
NOT TO SCALE CONTROL
NORTHWEST
ON CENTER VERTICAL DATUM
OUTSIDE DIAMETER ASSUMED HOLDING THE FINISHED FLOOR OF THE CHURCH AT
OCCUPATIONAL SIAFETY AND HEALTH ADMINISTRATION 355.00' AS SHOWN ON SURVEY.
PROPERTY LINE
PROPOSED
PUGET SOUND EINERGY
POUNDS PER SQUARE FOOT'
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE PIPE
RADIUS OR RANGE
RIGHT- OF- WAY YJ /�G UVa S 1✓i /,
RIGHT -OF -WAY _.w.,. �...
SOUTH
SOUTHEAST
SPECIFICATION
SANITARY SEWER
STORM DRAIN
STREET _
SEPTIC TANK EFFLUENT PUMP;F,
STANDARD
SOUTHWEST
TEMPORARY ERO 'SION & SEDIMENT CONTROL _
TYPICAL
WEST
WITH
WASHINGTON Know what's below.
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Call before you dig.
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REVISIONS
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DATE
11.18.14
BCRA NO.
12138
CARD FILE
J
SHEET TITLE
CIVIL SITE PLAN
BCE' IN
C COPYRIGHT 2013 - BCRA, INC. ALL RIGHTS RESERVED
SHEET
C11.01
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REVISIONS
i
DATE
11.18.14
BCRA NO.
12138
CARD FILE
J
SHEET TITLE
CIVIL SITE PLAN
BCE' IN
C COPYRIGHT 2013 - BCRA, INC. ALL RIGHTS RESERVED
SHEET
C11.01
I'vriV s A J(]tri
SET
RIGID
BACKFILL WITH BANK RUN
GRAVEL FOR TRENCH
BACKFILL OR SUITABLE
NATIVE MATERIAL
PIPE AS SPECIFIED
ON PLAN OR SPECS
FLEXIBLE NOTES: NATIVE SOIL OR TOPSOIL �; 1/2"
1. BACKFILL MATERIAL SHALL NOT HAVE ROOF DRAIN (TYP.) i SLOP TO DRAIN EXTERIOR WALL
ROCKS / PARTICLES LANGER THAN 1" -
WITHIN 12" OF THE PIPE . BACKFILL (DO NOT CONNECT ° SEE PLAN CEMENT CONCRETE WALK 1/8- R
MATERIAL SHALL BE PLACED IN 8" WITH FOOTING \ / FREE- DRAINING
2.00% MAX JOINT FILLER
MAXIMUM LOOSE LIFTS AND DRAIN LINE) ° GRANULAR ♦ a e
COMPACTED TO 95% MAXIMUM DRY �\ • ; °' ° ° ♦ e
DENSITY PER MODIFIED (PROCTOR BACKFILL PER WSDOT A e C i • e .d♦ 4
° °
° 9- 03.14(1) `r /. ♦• ° ♦ a ♦ :.• .
Z TEST (ASTM D- 1557). \ FLOOR SLAB
N ° MIRAFI 140 -N OR EXPANSION JOINT EJ
2. CONSTRUCT ALL UTILITIES IN
APPROVED WRAPPED • •' � //
CONFORMANCE WITH THIS DETAL \
X o M
00
0
\ i0 z
PIPE BEDDING OR / °
SUITABLE NATIVE
MATERIAL, MEETING \ \ \ \ \ \
WSDOT 9- 03.12(3)
TRENCH SECTION
AROUND GRAVEL �- /�, //,
UNLESS INDICATED OTHERWISE 1/8" TO 1/4"
ELSEWHERE ON THE PLANS, \ : ' '. CRUSHED SURFACING SECTION A -A
° TOP COURSE
3. ALL TRENCH EXCAVATIONS SHALL BE � ° ` 3/8" TO 1/2" R
GRAVEL BACKFILL �\; •' j / NOTES:
SLOPED, SHORED, SHEE1 ED, BRACED, FOR DRAINS PER ` ° ` 1. COMPACTED SUBGRADE /CRUSHED SURFACING TOP COURSE FOR CURBS &
OR OTHERWISE SUPPOR1fED IN WSDOT 9- 03.12(4) `' WALKS TO BE 95% OF THE MAXIMUM DENSITY. •'4 ' . . °
COMPLIANCE WITH OSHA REGULATIONS %, °
. e °.
AND LOCAL ORDINANCES;, •
/ �QIAMETER PERFORATED PVC WITH 2, DEPTHS SHOWN ARE COMPACTED THICKNESS. e
PER\FQRA�`IONS DOWN
4. IF ORGANIC PEAT IS ENCOUNTERED FOOTING DRAIN NOTES: 3. PROVIDE 1/2" EXPANSION JOINT BETWEEN WALK AND ALL FIXED OBJECTS. CONTRACTION JOINT (CJ)
DURING UTILITY EXCAVATION,
OVEREXCAVATE TRENCH 'TO INCREASE 1. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION.
PIPE BEDDING DEPTH TQ 18" OR
MORE AS REQUIRED TO COMPACT
BEDDING TO FIRM NON--YIELDING
CONDITION. N FOOTING DRAIN CEMENT CONCRETE WALK
SCALE: NTS
TYPE 2 CATCH
1
i' T PER DETAIL
4N PVC
ELBOW
IE: 347.92 G3.. Z• �1• J► ��Z• J.��•.1•�i�Z•1�.Z•��,.Z•J•�•j! I� • • •�' 1 1 1 1I .
I ~- - -� •I •1 11 " 1 Iql�
ELEV. 346.92 (TYP.)
TRENCH LOGITUDINAL SECTION
TRENCH CROSS SECTION A
ROOF DOWNSPOUT INFILTRATION SYSTEM
THREADED PVC CLEANOUT PLUG
A
a
ADJUSTABLE HEAD
12"
NOTE: SEE APPLICABLE DETAIL
HEAVY DUTY FRAME AND COVER W/
— LETTERS CAST IN COVER AS FOLLOWS:
FOR SANITARY SEWER: "SSCO"
FOR STORM DRAINAGE: "STORM"
1" IN GRASSY AREA
0" IN PAVED AREA
12"
4" MIN. 2500 PSI P.C.
CONCRETE COLLAR
FOR BACKFILL AND BEDDING
I I I
SIZE OF RISER PIPE
INSTRUCTIONS.
RECTANGULAR ADJUSTMENT SECTION
PER
LOCAL CODES
INSTALLATION REQUIRED FOR
FLAT SLAB TOP
45'
BEND
° 0 0 0 °
00 00'o 0
0 1
° �l
° 00 °p °p
RAVEL BACKALL
FOR DRAINS PER
°
�O
°
OF YELM, WASHINGTON
O 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS
o° %/ 0 0 0 0 °°
171 ° ° ° ° 0 / ° ° ° 00
° °O
/0
WSDOT 9- 03.12(4)
C:) _z 00 ° 0°
° °° 00 o O
00
�� °° 0
000
O 0 °° ° o
�0
VALVE C X
° 0 °
/�0 ° 0
°0 0 ° 0 °
DIRECTION OF FLOW
— 00°°
0 ° — 0
00 °
Mill
-k j 0 ° ° ° °° = 0 ° 0 0 °
Oo ° 00 ° 0 °000 0 00 00
WYE PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
CLEANOUT
SCALE: NTS 6
SLOPE PER PLAN
r�
a.
�I-
SCALE: NTS 2
/�• d .•d• •A
SCALE: NTS
12" REFER TO PLAN
PROVIDE 1" DROP
WHEN ADJACENT
WHEN
S�OpE Vp,R1ES \\
31t, MVU�_,r_
0 \ \ 1 " -3" RIVER ROCK
4" PERFORATED PVC PIPE
WITH PERFORATIONS DOWN
�p� p NONWOVEN GEOTEXTILE FABRIC FOR
SEPARATION PER WSDOT STD. SPEC.
>/
9 -33.2 TABLE 3
GRAVEL BACKFILL FOR DRAINS PER
WSDOT STD. SPEC. 9 -03.12 (4)
INTERCEPTOR TRENCH
SCALE: NTS 7
9" 6"
TYP 1.5" 6" 1.5" CEMENT CONCRETE
1 'R
(TYP) ) CURB, PER WSDOT
BOTTOM OR SPEC. 8 -04
CUT /SAWED JOINT 01
15' INTERVAL_ D
A.C. PAVING lk
° D ca
'\//,
EXTRUDED CURB
SCALE: NTS 8
EDGE OF 2' WATER TIGHT
HOUSE CAP ON-
NON-PROTECTED AREAS (LAWNS. ETC.)
2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH)
ABOVE
GROUND 1 EXISTING GROUND
14 GA. COPPER TONING WIRE
WRAP ONCE AROUND CLEANOUT
STANDPIPE
NEW 4" PVC SEWER
PVC CID. LINE (TYP) (3034)
DOUBLE 2% SLOPE TO TANK
SWEEPING TEE
FROM - - ---
HOUSE i
r
F•ERNCO COUPLING OR
APPROVED EQUAL
FERNCO COUPLING OR
APPROVED EQUAL
TYPICAL STEP TANK CONNECTION
TOP OF STEP TANK
INLET BAFFLE.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
CONNECTION
— DWG, NO,
PUBLIC WORKS DIRECTOR DATE
DES. 1 0WN. CK DA
JY JEG TP 4/2007
SCALE: NTS
CATCH BASIN FRAME AND VANED ORATE
OR MANHOLE RING AND COYER
0
SEE TA13L€
c=' MORTAR (TYP.)
�7
srEps
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c
TYPE 2 CATCH BASIN
5
SCALIE: NTS 3
- -'
.,,,_ RECESSED HANDLE TYPE
I COVER
+ -� INLAND FOUNDRY #248
3' x 3' x 4 "� 6 3 4 VALVE BOX WITH
CLASS 3000 10' 8 3/4" "WATER" CAST IN LID
CONCRETE PAD 1 t OR OFCO 910
L SECTION
FINISHED GRADE
OUTSIDE PAVED AREA ' 6
TRACER WIRE I v� 10" OR 1$"
"� ----6" SDR 21 PVC PIPE
SEAL WITH AR4000W
L) "��� N M CONFORMING TO ASTM
ACP w p I 3034. RISER PIPE TO BE
0: U PLUMB AND CENTERED
1'0 CSTC > M OVER VALVE STEM.
♦ ,� .. 4 _Z
C3 j
I
Z 3
U
BALLAST M i VALVE STEM RISER
Cr
0.5' CONCRETE CL 3000 ' ! REQUIRED WHEN MAX.
36" IS EXCEEDED
... r••.nr r•. A l rrn M^ A r%kA! A V ! (LENGTH VARIES)
ji
Q E:
TRENCH BOTTOM
ALL VALVES MUST HAVE 14 GUAGE INSULATED
=ATE
RECTANGULAR ADJUSTMENT SECTION
E SHOWN— SIMILAR
OR CIRCULAR ANT SECTION
INSTALLATION REQUIRED FOR
FLAT SLAB TOP
0
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c=' MORTAR (TYP.)
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TYPE 2 CATCH BASIN
5
SCALIE: NTS 3
- -'
.,,,_ RECESSED HANDLE TYPE
I COVER
+ -� INLAND FOUNDRY #248
3' x 3' x 4 "� 6 3 4 VALVE BOX WITH
CLASS 3000 10' 8 3/4" "WATER" CAST IN LID
CONCRETE PAD 1 t OR OFCO 910
L SECTION
FINISHED GRADE
OUTSIDE PAVED AREA ' 6
TRACER WIRE I v� 10" OR 1$"
"� ----6" SDR 21 PVC PIPE
SEAL WITH AR4000W
L) "��� N M CONFORMING TO ASTM
ACP w p I 3034. RISER PIPE TO BE
0: U PLUMB AND CENTERED
1'0 CSTC > M OVER VALVE STEM.
♦ ,� .. 4 _Z
C3 j
I
Z 3
U
BALLAST M i VALVE STEM RISER
Cr
0.5' CONCRETE CL 3000 ' ! REQUIRED WHEN MAX.
36" IS EXCEEDED
... r••.nr r•. A l rrn M^ A r%kA! A V ! (LENGTH VARIES)
ji
Q E:
TRENCH BOTTOM
ALL VALVES MUST HAVE 14 GUAGE INSULATED
=ATE
COPPER TRACER WIRE TIED OFF AT VALVE BODY,
E SHOWN— SIMILAR
EXTENDED OUTSIDE PVC RISER PIPE THEN
INSTALLATION REQUIRED FOR
EXTENDED ONE FOOT TOP OF VALVE BOX.
BUTTERFLY VALVES.
VALVE STEM EXTENSION LEGEND
8"
(+Q VALVE OPERATING NUT OR 1 7/8"
8"
X 1 7/$" X 2" HIGH GRADE STEEL
4.5•
WELDED TO RISER SHAFT. CITY
OF YELM, WASHINGTON
O 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS
GUIDE PLATE WELDED TO RISER
STANDARD
SHAFT.
48"
(D 2 "X2 "X 3/16" SQUARE STRUCTURAL
�0
VALVE C X
STEEL TUBING TO FIT OPERATING
8"
NUT. LENGTH AS REQUIRED. AAPPrP DWG. NO.
-RO
84"
� ICS DIRECTOR DATE 6-"
ALL WELDS TO SHAFT SHALL BE 1/4' PUBLIC
FILLET WELD ALL AROUND. DES.
DWN. DATE
ES
JEG TP 4/2007
STANDARD VALVE BOX
.--.
NOTES
1. No stISIM are required when height is 4' or lass.
2. The Wottom of the precast catch basin may be sloped to facilitate cleaning.
3• The neclangular frame and grate may be installed with the flange up or down.
The hiame may be cast Into the a4ustment section.
4• Knodkouts shall have a wall thidutess of 2" minimum to 2.511 maximum. Provide
a 1.5"' minimum gap between the knockout wall and the outside of the pipe. After
Spe=Is installed, fill the gap with joint mortar in accordance with Standard
km 9-"3.
CATCH
BASIN DIMENSIONS
ALLOWANCES
CATCH
BASIN
DIAMETER
MIN.
WALL
THICKNESS
MSI.
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
41 "
4"
8"
36"
8"
54'
4.5•
8"
42"
8"
60"
5"
8•
48"
8"
T2"
6"
8"
80"
12"
84"
8"
12"
72"':
12"
96"
8"
12"
84~
12"
120"
10•
12''
96"
12"
144"
12"
12,
108"
12"
9W 6D" Tr 60" 48r 48" CATCH BASIN TYPE 2
120' 86' 84" 80" 48i" �"
144' 7b" 84' so" 48P 4s" STANDARD PLAN W10 ■20"01
SHEET t OF 1 SHEET
ComN Wd Polyethylene Storm Sewer Pipe (Standard SPOCM1c"O T 9l x.20) APPROVED FOR PUBLICATION
2 (Standard SpacMcatfon "11.12(1)) Pasco Bakottch Ut 02 -07-12
B (GbndnrdSp -Oil d- 4.06.14'(2)) _ OTA,EUe M0*00aw w.n
wowamn fimmof TM
SCALE: NTS
SCALE: NTS 1 0
11y co, ". rr
�• r�s: �I 18��5r.
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Call before you dig.
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PIPE
ALLOWANCES
CATCH
PIPE MATERIAL WRH MAXIMUM INSIDE IDIAME TER
BASIN
CONCRETE
ALL C$SP
WD
PROFILE
DIAMETER
METAL 0
Pk 29
F1fC )
48"
24"
30" 24"
30r
31V
54•
30"
36" 30"
30r
W
6W
36"
42" 36"
42'"
42"
72"
42"
54" 42"
48t"
48"
84"
54"
60" 54"
481"
48"
9W 6D" Tr 60" 48r 48" CATCH BASIN TYPE 2
120' 86' 84" 80" 48i" �"
144' 7b" 84' so" 48P 4s" STANDARD PLAN W10 ■20"01
SHEET t OF 1 SHEET
ComN Wd Polyethylene Storm Sewer Pipe (Standard SPOCM1c"O T 9l x.20) APPROVED FOR PUBLICATION
2 (Standard SpacMcatfon "11.12(1)) Pasco Bakottch Ut 02 -07-12
B (GbndnrdSp -Oil d- 4.06.14'(2)) _ OTA,EUe M0*00aw w.n
wowamn fimmof TM
SCALE: NTS
SCALE: NTS 1 0
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REVISIONS
DATE
11.18.14
BCRA NO.
12138
CARD FILE
SHEET TITLE
CIVIL DETAILS
BCRA 19
0 COPYRIGHT 2013 - 8CRA, INC. ALL RIGHTS RESERVED
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DATE
11.18.14
BCRA NO.
12138
CARD FILE
SHEET TITLE
CIVIL DETAILS
BCRA 19
0 COPYRIGHT 2013 - 8CRA, INC. ALL RIGHTS RESERVED
SHEET
C1 �02
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C
BI
RESTORATION SUR} ACL
SEE RESTORATION TAGLE ABOVE --�
BILE
R
RESTORATION TABLE 1
A
I SURFACE
THICKNESS
BACKr,,L/
COMMENTS/
' TYPE
3,600
COMPACTION RECIVINTS.
OTFrER REOiJIREMENT$
CRUSkED
4" CRUSHF0 $VRFACE
SELECT BACKnu.
FINISH GRADE SHALL BE
SERFAGE
70P COURSE
COMPACT TO 95%
SMOOTH & CONSISTANT
1 1/2-
13 1/4"
15
VATH EXISTINC
AC. PAVEMENT
3` MIN. GRADE B A,C;
PAVING OVER 4` CRUSHE
SELECT UACKFILL
FINISH ROADWAY To
CONFORM TO ALL EXISTW
OVER GRAVEL BASE
SURFACE 'O, COURSE
COMPACT TO 95X
GRADES AND CURBS
2"
17 1/4"
15"
SLOPES SMALL MATCH
4,500
22,700
14"
43,600
COK, J RITE sRFACE
MATCH I AST%G,
SELECT BACKFILL
MATCH EASTING r.NISH
(DRIVEWAY /SIDEWALK)
CONCRETE THICKNESS
COMPACT TO 95%
VXTURE. AND GRADE. I
7.900
HYDROSLtD/ R .ANTINGS
NATIVE BACKFILL
FINISH GRADE S"IALL BE I
LAW LANDSCAPE
�'
OVER 4" MIN. TYPE A
v
SMOOTH & coNS,sTANr
-
TOa So`IL
t;L1�.11'ACT TO 6 52
NlT,1 EXISTING GRADE
i
Z. GANG CARSON 13OXES SHALL HE LDCATED 3'
NATIVE 'BACKF-ILL
MOUND BACKFN.L
,UNIMPROVED %FACC
N/A
COMPACT TO 857:
2' � EXISTING
31• BA•tl AND CHECK VALVES TO BE .NS'IALL;:G
GRADE & SMOOTH
CSBC - CRUSHED SURFACE BASE COURSE
CSae - CRUSHED SURFACE TOP COURSE
CITY OF YELM
DEPT. 01= PUBLIC WORKS
TYPICAL
PIPE TRENCH
APPROVED DWG. NO.
4 ku%, - ---- -- _
PUBLIC WORKS DIRECTOR DATE I . 3
CK D TE
JY JEG TP 4,/4/2007
TYPICAL PIPE TRENCH (SEWER)
SCALE: NTS
MATERIAL LIST: GRAVEL BASE 12" THICK
1. SERVICE LINE
2. 90' BEND
3. UNION
4. NIPPLE
5. SHUT -OFF VALVE
6. CHECK VALVE (D.S.H.S. APPROVED)
7. RELIEF VALVE
8. TESTS COCKS
9. DRAIN TO DAYLIGHT
10.PLUGS IN TEST COCKS
GENERAL NOTES:
A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION.
B. DIAMETER OF PIPE AND FITTINGS =
C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110
FOR FURTHER INFORMATION.
D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING.
TO BUILDING OR
IRRIGATION SYSTEM
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
REDUCED PRESSURE
BACKFLOW ASSEMBLY
FOR 2" OR SMALLER
&EERQVE DWG. NO.
K ` -
PUBLIC WORKS DIRECTOR DATE 6 -17
DES. DWN. CKD. DATE
KR JEG TP 4/2007
REDUCED PRESSURE BACKFLOW ASSEMBLY
SCALE: NTS
E
LIVE TAP
Q' TYP, -- CONCRETE
THRUST
BLOCK (TYP)
0
V.
2' TYP.
T#kPPfNFi VALVE
FL,, K MJ STAINLESS STEEL
TAPPING SLEEVE
'VALVE AND SLEEVE SHALL BE
'SUPPORTED AND SACKFILLED AS GROUND -
!SHOWN BELOW- RIGHT. "+►
GATE VALVE
FL x MJ
TEE
1/3 DIAMETER
OF PIPE
CONTROLLED DENSITY IIACxf'IL14 -- J
POURED WIDTH Of TRENCH SOUR BRICK SUPPORT
CONCRETE THRUST BLOCK
MO,:
1.
11 MIL PLASTIC OR CONSTRUCTION
FABRIC SHALL BE WRAPPED AROUND
PIPE AND FITTINGS BEFORE - THRUST
BILOCK AND BACKFILL. ARE POURED.
2, RJ CUT IN TEES SHALL NOT BE
PIERMITTED,
3. SUPPORT VALVE AND SLEEVE
CONTINUOUSLY THROUGH INSTALLATION.
CONNECTION TO EXI
M
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
CONNECTION TO
EXISTING MAIN
AlP ROVE DWG. NO,
PUBLIC WORKS DIRECTOR DATE 6-10
DES. DWN, CKD. DATE
ES JLG TP 4/2007
SCALE: NTS
SIZE
A
B
22-1/2" BEND
11 -1/4' BEND
WMDEAD END
OR TEE
4"
3,600
r 2,000
1,000
APPROVED
METER 80X
6"
81000
4,408
2,300
LID
- 1730 DI READER LID
1 1/2-
13 1/4"
15
4,000
BOX
- BCF 1730 X 12 BASE
10"
22,300
12,100
6,200
OR
APPROVED EQUAL
2"
17 1/4"
15"
8,900
4,500
22,700
i iii � i igi "� ice♦
POLYETHYLENE METER BOX iq
I
1 1/2"-2!" MALE �^ A
ADAPTER
" REST LE N BALL VALVE MUM
ZSERVICE WEDGE T (CURB STOP)
GATE VALVE CHECK VAL SADDLE 30"
W ROMAC 202S OR
2% SLOPE TO BOX
48" TO CENTER OF BOX
CURB a : :p. CHECK VALVE -
BA
14 GAUQE � LL VALY
INSULATED A
COPPER �.
TONING MIRE 4 Ci: q : METER
WRAPPEE) 1 1/2" B11 -666 REST
AROUND THE 2" - 811 -777
PIPE (SE-' E 1 1/2" - C86 - 66 B
GENERAL 2" - CBS - 77 12"
NOTES Njlp, FORD PACK JOINT
7) CORPORATIO STO TYPE B 1 °
f IF ILO
(�
PLASTIC LINE (USE 200 BY -PASS VALVE
PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP
5100 POLYETHYLENE PIPE)
FORD BALL VALVE
II WITH PACK JOINT & FEMALE 1 1/2 " -2" MALE
II I.P. THREADS NIPPLE
SERVICE SADDLE CITY OF YELM, WASHINGTON
1. SVgN'ESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS
PACK JOINTS. 1 1/2 „ TO 2 11
2. ALL SERVICE SADDLES SHALL HAVE RUBBER
GMSKET AND I.P. THREADS. METER SERVICE
3. CITY STANDARD FOR COPPER SETTERS ARE:
'1 1/2 " - FORD V8H 76 -15813 OR EQUAL .......
2" - FORD VBH 77 -15817 OR EQUAL APPRO DWG. NO.
4. At
� 1 1/2" AND 2" SADDLES WILL BE
2 TAPS WITH BRASS 2 NIPPLE AND
2"' RESILIENT WEDGE GATE VALVE AND 910 PUBLIC WORKS DIRECTOR DATE 6-3
HOUSING AND SOR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE
E5 I JEG I TP 4/2007
2" METER SERVICE
SCALE: NTS 5
THRUST BLOCKING
Top view operating nut
Imo--Limits of payment � ;N: $
Paint Hydrant Weather shield v
Sun Yellow High and Hydrant Lock 4
Grade Enamel Bonnet
# 13312 1
2 /2 "Hose connection
with threads I I HYDRANT OFFSET
4 1 /2" Steamer connection
with NST threads See valve box and
& 5" Storz adapter valve stem detail -
��a� Style S -37 w /SC cap 6-11
41' Lei 181" -24""
Ground
To suit
Standpipe
trench 6" Flanged fire
depth 3' Minimum hydrant tee
Each Pipe Joint 6"
#1106 EBAA Iron,
8" Inc. Megalug
ilk I
6" Class 52 ductile iron
pipe cut to length '
6" gote valve, FL X MJ
See note below
Varies
4 "x8 "x 16" concrete block
Hydrant shoe
Backfill to top of drain ring housing
bolts with 2 washed rock as shown Plastic barrier between
�� thrust block and tee
6' x 6" sheet of 11 mil. plastic or con-
struction fabric, covering 2" washed rack
con-
Notes Concrete thrust black
1. Hydrants shall be located in cast -in -place against
accordance with Section 6.060. fitting only
In addition, a minimum three foot
radius unobstructed working area shall
be provided around all hydrants. CITY OF YELM, WASHINGTON
2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS
Reliant style 929, Clow Medallion or
American AVK Series 2780 or Mueller
Centurion FIRE HYDRANT
3. Gate valves shall be resilient wedge
NRS with 0 -ring seals. Valve ends shall
be Mechanical joint by ANSI flanges.
Valves shall conform to AWWA 509-80. APP DWG. NO.
Valves shall be Mueller M &H, Kennedy, i "'^ -- 6-7
Clow R/W or Waterous Series 500, PUBLIC WORKS DIRECTOR DATE
4. Fire Hydrant lock payment is required DES. I DWN. I CKD. DATE
city will order and Install. ES JEG TP 4/2007
SCALE: NTS 6
THRUST LOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
PIPE
DIAMETER
90" BEND-]
I 45" BEND
22-1/2" BEND
11 -1/4' BEND
WMDEAD END
OR TEE
4"
3,600
r 2,000
1,000
500
2,600
6"
81000
4,408
2,300
1,200
5,780
8"
14,300
7,700
4,000
2,000
10.100
10"
22,300
12,100
6,200
3,100
15,1300
12"
32,000
17,400
8,900
4,500
22,700
14"
43,600
23,600
12,100
6,100
30,800
16"
57,000
30,800
15,700
7.900
40,300
NOTES:
1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE
AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE
THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL.
2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE
FEET (S.F.):
EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL
32,0130 LBS : 3000 LB/'S.F. = 10.7 S.F. OF AREA
3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND
SOIL CONDITIONS.
4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE
AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER
ALL CONDITIONS OF SERVICE.
SAFE SOIL. BEARING LOADS
FOR HORIZONTAL THRUSTS WHEN THE DEPTH
OF COVER OVER THE 'PIPE EXCEEDS 2 FEET
SOIL
2" SCHEDULE
FOUNDS PER
SQUARE FOOT
MUCK,
PEAT
0
SOFT
CLAY
1,000
SAND
VALVE SL x SL
2,000
SAND
& GRAVEL
31000
SAND
& GRAVEL
4,004
CEMENTED WITH
2" PVC NIPPLE, SL x SL
CLAY
O
2" x MAIN O:A. PVC
HARD
SHALE
t p,Qp4
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
THRUST LOADS
DWG, NO,
PUBLIC WORKS DIRECTOR DATE 16-14
DES. OWN. CKU. _ DATE E' I JLG 4/2007
SCALE: NTS
SERVICE BOX - CARSON INDUSTRIES MODEL NO,
1419(3 WITH BOLTED HINGED COVER OR EQUAL
COVER MARKING TO READ `SEWER"
�I (USE IN NON- TRAFFIC AREAS)
r -tit CA, L- HEAVY INSULATED
'r-14
COPPER TIONI&G VARE
SaLt"E TO EXISTI'►C ALL TONING ORE SPUCES SHALL
14 GA9G; TONING FI IS11 t 3E C:ONNtCTED BY USING D.B.Y.
wPE ----� !�AAJDL^, j KI`S VANLIFACTURED BY 3M
TOSTEP ',A'JK'
STEP MAIN
SCALE: NTS 7
Know what's I>IelOW.
Call before you dig.
2" SCHEDULE
0 0
40 PVC SwI�
z
2" KBI HALL 'VALVE, SL x 5; --
PVC SWNG CHECK
C
VALVE SL x SL
W
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2" C -ECK V L
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2" KEI BALL VALVE, SL x SL
00
2" PVC NIPPLE, SL x SL
O
2" x MAIN O:A. PVC
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r
1 ALL SERVICE LINE CARSON :30XES SHALL BE
0
DEPT. OF PUBLIC WORKS
LOCATED 4" FROM BACK OF WALK TO
Z
W 0)
W Ln
CENTER OF CARSON BOX.
v
TYPICAL �
-
0
-j
SERVICE CONNECTION
i
Z. GANG CARSON 13OXES SHALL HE LDCATED 3'
W
oW
ANAITT TO C7-%1Lt QV BOXES
----w -
31• BA•tl AND CHECK VALVES TO BE .NS'IALL;:G
Ai�?ai`.}0``ED
R t ,.. ---- --
Jam. N0.
IN. CARS(-^ BOXES ACCORDINO TO DRAVA G.
L`BLIv WORKS DIREC701R DATE
7-1
pit
CK
AIL
J I
JLG
TP
4/70137
TYPICAL 1" SERIVCE CONNECTION
SCALE: NTS 7
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SEAL
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IEVISIONS
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11,
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1.18.14
'RA NO.
2138
ODD FILE
4EET TITLE
;IVIL DETAILS
B C RA 0
a COPYRIGHT 2013 - BCRA, INC. ALL RIGHTS RESERVED
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11,
ATE
1.18.14
'RA NO.
2138
ODD FILE
4EET TITLE
;IVIL DETAILS
B C RA 0
a COPYRIGHT 2013 - BCRA, INC. ALL RIGHTS RESERVED
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EVERGREEN PRECAST, INC.
P.O. Box 58
Sumtua, WA 98390
Phone: (253) 863.6510
FAX, (253) 863.290I
w
16 1��
(Y
.II •" J.
�, ill, r rY •,� �..... �.Y �r Y-w."
a ".
STEP TANK
rp
A
STEP TANK PUMP SYSTEM
ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS.
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
V MIN BEDDING
FINISHED
GRADE WATER
TIGHT LID
21"t MIN.PVC RISER I
60"
72"
72"
WATER TIGHT I
43-
I
PUMP VAULT RISER
"'TH
z
62"
62"
I
400 GAL
600 GAL
14 GAUGE TONING
14 GAUGE TONING I
1100 GAL
I
WIRE TO SERVICE
'MIRE TO SS CO �- J N
NOTE:
`�
BOX
4• 4500 GALLON TANKS OR LARGER SHALL HAVE
APPROVED
a
1
THREE RISERS AND LIDS,
V -1
I I
2 PART USE ORCNO
PUBLIC WORKS DIRECTOR DATE
I I
TANK TO RISER
DWN.
CKD.
DATE
ADAPTER FOR
JY
JEG
I I
CONCRETE TANKS
DES, DWN. CKD, DATE
0
Z
JY JEG TP 4/2007
h.
W
mW
W
4"0 ORFICE I
1
PUMP ASSEMBLY, SEE
U
W
0
0
U
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DWG. NO. 7 -9
0-
(n
LL
LL0 >-
V -2
I
-- `— BAFFLE
(NOTE 1)
N
L_
I 1/3 VOLUME
I
I
2/3 VOLUME
V MIN BEDDING
ON ALL TANKS LARGER THAN 1500 GALLONS
THE LENGTH OF THE DOWN TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
Ni2LES.
1500 GAL
3000 GAL
4500 GAL
D -1 2
60"
72"
72"
INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL MEET THE
43-
55"
55"
D -3 2
50"
62"
62"
V -1
400 GAL
600 GAL
WITH COMMON KEY
V -2
1100 GAL
2400 GAL
FLOATS AND ONE PUMP. THE SECOND VAULT
ON ALL TANKS LARGER THAN 1500 GALLONS
THE LENGTH OF THE DOWN TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
Ni2LES.
LSUBMERSIBLE EFFLUENT
BACKFILL AS
DIRECTED BY ` "''� ' "' °'
1- DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED
ENGINEER.
P.10 0511 OSI PUMP WITH
AS A TRIPLEX PUMP VAULT.
CITY OF YELM
INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL MEET THE
2• THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF
DEPT, OF PUBLIC WORKS
DIMENSIONS SHOWN.
TYPICAL STEP INSTALLATION.
.r m
`
500, 3000, 4500
GALLON
3• THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS
5 "—PADLOCK
WITH COMMON KEY
AND TWO COMPLETE RISERS. ONE VAULT CONTAINS
STEP TANK /PUMP
TANK
FLOATS AND ONE PUMP. THE SECOND VAULT
RIGID PIPE SHALL BE SAND
NOTE:
CONTAINS TWO PUMPS.
INSTALL TANKS AS PER DETAIL OR
4• 4500 GALLON TANKS OR LARGER SHALL HAVE
APPROVED
a
DWG. NO.
THREE RISERS AND LIDS,
TO STEP TANK - SIMPLEX
7-11
PUBLIC WORKS DIRECTOR DATE
CONCRETE TANK
DES,
DWN.
CKD.
DATE
7O STEP TANK - TRIPLEX
JY
JEG
TP
4/2007
USE 1" UNION TO CONNECT TESTING
APARATUS FOR PRESSURE TESTING SERVICE
18" MIN RISER HEIGHT TYPICAL WITH _\
ALL NON- TRAFFIC BEARING TANKS
LEAVE SUFFICIENT
WIRE TO ALLOW FOR
PUMP REMOVAL
ELECTRICAL SPLICE BOX NTH CORD GRIPS
ALL CONNECTIONS SHALL BE MADE WITH
HEAT SHRINK BUTT CONNECTORS
21 " OR 24" PVC SLOPE GROUND AWAY FROM RISER
RISER W /LD
14 GAUGE OF 10" FROM TOP OF RISER 70 LC
'INSULATED OF ELECTRICAL CONDUIT
TONING WIRE
INSTALL IN 3/4- EY CONDUIT SEAL
RISER c ELECTRICAL CONDUIT TO
POWER SOURCE
STANDARD
INLET TEE
N � uvula
LEVEL 3.5" ALARM
ON
OFF
oD 3.5" REDUNDANT
OFF
4 "0
z ORIFICE
N
FIBERGLASS LID
WITH STAINLESS STEEL
AND NEOPRENE GASKET
[I" DIA.PVC HOSE AND
VALVE ASSEMBLY
ORIENT BALL VALVE
AS SHOWN. BALL VALVE
SHALL BE WITH 12" BELOW
LID
30" DIA. RIBBED PVC
RISER WITH NEOPRENE
GROMMETS
//-TONING WARE - INSTALL
I ITN
EFFLUENT DISCHARGE
2 -PART EPDXY, USE
ORENCO RISER TANK
%T ADAPTOR FOR CONCRETE
TANKS
-1" PVC FLOAT
ASSEMBLY AS SET
BY CITY OF YELM
1 -1/4" DIA. INLET
HOLES AROUND
PERIMETER OF VAULT
4" DIA. PVC FLOW
INDUCER
PVC BIOTUSE
ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS.
THIS POLICY SHALL TAKE EFFECT ON MAY 311 2007.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL SIMPLEX STEP
TANK INSTALLATION
APPROVE DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-9
DES. DWN, CKD. DATE
JY JEG TP 4/2007
SCALE: NTS
NATIVE OR SELECT
LSUBMERSIBLE EFFLUENT
BACKFILL AS
DIRECTED BY ` "''� ' "' °'
ORENCO TURBINE 10 GPM
ENGINEER.
P.10 0511 OSI PUMP WITH
THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1
S.O. POWER CABLE AND
INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL MEET THE
1/8" BY -PASS ORIFICE
INTENT OF THE INSTALLATION REOUIREMENTS SHOWN IN THE
IN THE DISCHARGE HEAD
TYPICAL STEP INSTALLATION.
.r m
ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS.
THIS POLICY SHALL TAKE EFFECT ON MAY 311 2007.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL SIMPLEX STEP
TANK INSTALLATION
APPROVE DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-9
DES. DWN, CKD. DATE
JY JEG TP 4/2007
SCALE: NTS
NATIVE OR SELECT
DECAL — SEE
BACKFILL AS
DIRECTED BY ` "''� ' "' °'
--.
`•r' �,:'
ENGINEER.
' MIN.
0
TO SILENCE ALARM
BOLD 18PT.
r�
f� � W
s:
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`
s.. to
CITY OF YELM
5 "—PADLOCK
WITH COMMON KEY
CENTERED ON
FURNIS14ED BY T)4E CITY
BEDDING MATERIAL FOR
OF YELM
RIGID PIPE SHALL BE SAND
NOTE:
INSTALL TANKS AS PER DETAIL OR
MANUFACTURER'S RECOMMENDATION
WHICHEVER IS MORE STRINGENT.
FROM POWER
TO STEP TANK - SIMPLEX
CITY OF YELM
DEPT. OF PUBLIC WORKS
1`2 "C, 13, - #12
CONCRETE TANK
TO STEP TANK — DUPLEX
BEDDING
1.2 "C, 17- x+12
APPROVED DWG. NO.
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DES, DWN. CKD, DATE
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SCALE: NTS
TABLE FOR FEEDER WIRE RUN
imRE SIZE MAXIMUM DISTANCE
#12 AWG COPPER 150 FEET
#10 AWG COPPER 250 FEET
#8 AWG COPIER 350 FEET
(SEE SPEGInCATIONS FOR ADDITIONAL INFORMATION),
NOTE;
PANEL SIZE MAY VARY
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CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAI PUMP
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APPRfl DWG. NO,
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PQBJG WORKS DIRECTOR DATE
DS, DWN. CKID .
JY I JEG TP 4/2007
STEP PUMP CONTROL PANEL
FIBERGLASS LID
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BOLTS AND NEOPRENE
GASKET
5' MIN (TYP.)
FINISH GRADE
NATIVE 14 GAUGE COPPER
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TAIL INTO RISER
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ORENCO SYSTEMS,
INC., OR EQUAL
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(FOR USE WITH NON - TRAFFIC BEARING TANKS)
NQTE;.
RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND UD SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
TYPICAL STEP TANK RISER
FORM CONDUITS TO
POST OR CHANNEL. SEE
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STEEL TWO HOLE
STRAPS
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CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
RISER
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7 -18
DES. . DATE
JY JEG TP 4/2007
SCALE: NTS
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DS, DWN. CKID .
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ORENCO SYSTEMS,
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RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND UD SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
TYPICAL STEP TANK RISER
FORM CONDUITS TO
POST OR CHANNEL. SEE
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CITY OF YELM
DEPT. OF PUBLIC WORKS
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DES. . DATE
JY JEG TP 4/2007
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TREE PROTECTION
PLASTIC STRAPPING PULLED TIGHT
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AROUND TREE TRUNK
329343.90 -03
PLANT SO THAT TOP OF ROOTBALL IS
LEVEL W/ FINISH GRADE.
PLACE FERTILIZER PRIOR TO MULCH
APPLICATION. FEATHER MULCH TO BASE
OF SHRUB BRANCHES. FORM W/ 3" CONT. RIM.
MULCH
WATER AND TAMP POCKETS TO REMOVE AIR.
FILL PLANT PIT WITH 213 OF NATURAL
SOIL (EXCAVATED MATERIAL) WITH 1/3 OF
ORGANIC MATTER.
REMOVE ALL CONTAINER MATERIAL.
PLACE OVER UNDISTURBED SOIL.
UNDISTURBED SOIL.
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NOTE:
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MULCHING.
2. KEEP CROWN SHAPE TYPICAL OF SPECIES.
3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT.
— ATTACH GUY WIRE TO 2"
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(3) 2 "X2" STAKE, DRIVE (MIN
24 ") FIRMLY INTO SUBGRADE
PRIOR TO BACKFILLING.
'PLANT SO THAT TOP OF ROOT
BALL IS 2" ABOVE FINISHED
GRADE. TAPER MULCH DOWN
TO TOP OF ROOT BALL, KEEP
MULCH FROM CONTACTING TRUNK
OF TREE.
PLACE FERTILIZER PRIOR TO
MULCH APPLICATION. FEATHER
MULCH TO TREE TRUNK.
MULCH, SEE SPECS.
CUT AND REMOVE ALL TWINE
WRAPPING AND BURLAP
WATER AND TAMP POCKETS TO
REMOVE AIR.
FULLY REMOVE WIRE
BASKET FROM ROOTBALL.
UNDISTURBED SOIL.
TAMPED SOIL SUPPORT.
SCARIFIED EXISTING SOIL.
329343.43 -99
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PLANT SO THAT TOP OF CONTAINER ROOTBALL
IS LEVEL W/ FINISHED GRADE.
PLACE FERTILIZER PRIOR TO MULCH APPLICATION.
FEATHER MULCH TO STEM.
FORM SAUCER W/ 3" CONTINUOUS RIM, PLANT
SO THAT TOP OF ROOT BALL IS LEVEL W/ THE
FINISHED GRADE.
MULCH
WATER & TAMP POCKETS TO REMOVE AIR
SCARIFY TO 5" DEPTH.
3 GROUND COVER PLANTING
329333.93 -11
NOTE:
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AND MULCHING.
2. KEEP CROWN SHAPE TYPICAL OF SPECIES.
ti 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT.
3 -12 GAUGE GALV. (DOUBLE STRAND
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NITH 1/2 "DIA. WHITE PVC PIPE 36" LENGTH ON
:ACH WIRE.
kTTACH GUY WIRE TO 2" CANVAS STRAP OR
kPPROVED EQUIV. THROUGH GROMMETS.
'LANT TREE 3" ABOVE NURSERY GRADE. SET
TRUNK PLUMB.
\PPLY MULCH WITH A X DIA. MULCH RING
TYP.) KEEP MULCH FROM CONTACTING
'RUNK OF TREE.
VSTALL A 2 " -3" HT. WATER RING AT TIME OF
'LANTING.
4ETAL STAKES, 3 PER TREE ALIGNED
:QUALLY AROUND TREE. BURY ANCHOR 1"
INDERGROUND. USE'DUCK BILL' EARTH
1CHOR OR APPROVED EQUAL.
4ULCH
:UT AND REMOVE ALL TWINE WRAPPING AND
IURLAP FROM TOP HALF OF BALL.
ULLY REMOVE ALL TWINE/WIRE BASKET
ROM ROOTBALL.
ILL PLANT PIT WITH 2/3 OF NATURAL SOIL
XCAVATED MATERIAL) WITH 1/3 OF
ORGANIC MATTER.
NDISTURBED SOIL.
EVERGREEN THEE PLANTING
1"
329343.43 -95
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