20140179 Civil Rev 1 Redline Plans 10092014 (St Columbian Education)tNo1 -A)
SD
CO 3'
IE IN: 351.4 6
IE OUT: 351.4 6"
SOSO #2
RIM: 354.1
IE IN: 351.7 6" (SW)
IE, OUT: 351.7 6" (SE)
(1) 45' BEND (MJ)-
(1) THURST BLOCK
w„
(2) 95LF ROOF DOWNSPOUT
INFILTRATION TRENCHES PER DETAIL
IE: 349.67
a
h
73 LF 6" DI PIPE
"0
RD
- - --------
RD
RD
nJ
- -na-
(2) 95LF ROOF DOWNSPOUT
INFILTRATION TRENCHES PER DETAIL
IE: 349.67
a
h
(1) 45 BEND (MJ)
+10'
73 LF 6" DI PIPE
"0
RD
- - --------
RD
RD
nJ
- -na-
SSCO #01
MINOR CONTOUR
CONCRETE
IOLF 6 "0 0 1.7%
RIM: 35 4.36
354.48
ENCASEMENT
SSC
55,48
METER
IE: 350.98 6"
UTILITY CROSSING
354.27
38 LF 6" DI PI
354.48
554.
32LF 6 "0 PVC 0 1.7%
RD 1" 351.99
SS CROWN: 351.41
FF: 354.50
W CROWN: 349.85
SSCO #04
SS
SANITARY SEWER SERVICE LINE
SSCO #02
12 LF 2" PE PIPE
D
STORM DRAIN LINE
RIM: 354.64
554:37
- - -FD- - -FD-
EDUCED PRESSURE
IE: 350.81 6°
1OLF 5 "0 PVC 0 1.7%
"DS
154.4
SSCO #03
3ACkFLOW ASSEMBLY
16.8
CHAINLINK FENCE
RIM: 354.74
RIM: 354.64
X-i
PER DETAIL
PTA
TEE
354.56
THRUST BLOCK
o
UTILITY OSSING
12.3'
354.48
J
F
RD IE: 1.94
-354.31
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W CROWN: 35 . 1
O
X354.28
tO 353.9,
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(1) 45 BEND (MJ)
+10'
73 LF 6" DI PIPE
"0
(1) THURST
OLD
210
1OLF 6 PVC 0 1.7%
- 213
MINOR CONTOUR
CONCRETE
IOLF 6 "0 0 1.7%
(1) 6'X2' TEE (FLx
JXMJ)
ENCASEMENT
SSC
(1) 2" WA
METER
TILITY CROSSING
CEMENT CONCRETE PAVEMENT
38 LF 6" DI PI
GRAVEL
SS IE: 350.85
32LF 6 "0 PVC 0 1.7%
W
WATER MAIN
W CROWN: 349.85
SSCO #04
SS
SANITARY SEWER SERVICE LINE
SSCO #02
RIM: 354.56
D
STORM DRAIN LINE
RIM: 354.64
IE: 350.10 6"
- - -FD- - -FD-
FOOTING DRAIN LINE
IE: 350.81 6°
1OLF 5 "0 PVC 0 1.7%
"DS
DOWNSPOUT
SSCO #03
SSCO #05
o o
CHAINLINK FENCE
RIM: 354.74
RIM: 354.64
X-i
IE: 350.64 6"
PTA
IE: 349.93 6
41LF 6 "0 PVC 0 1.7%
STEP TANK
RIM: 354.76
IE IN: 349.25 6" 1 E)
IE OUT: 353.04 2" (NW)
( `202 LF 6" DI PIPE
CB #1 -TYPE 1 - SOLID LID
RIM: 354.2
IE IN: 350.9 6" (NE)
IE IN: 350.2 4" (NW)
IE OUT: 349.7 4" (SE)
INTERCEPTOR TRENCH
L PER DETAIL
354.17
354.4ji&.30 c - -
- 354.15 354.04 < 24.4' 12' � -- 24.4'
° 353:87
SDCO #1
RIM: 354.3
IE OUT: 352.3 6" (NE)
..(;).FIRE HYDRANT
ASSEMBLY
(1) GATE VALVE
C
13
'Ir,
H EXIST.
D7
:H EXIST.
03
° 4' HIGH BLACK VINYL COATED
Gates serving as a means of egress shall
6 CHAINUNK FENCE PER DETAIL comply with the requirements For Doors.
WITH GATES AS SHOWN Access to a public way shall be unobstructed.
Gates shall swing in the direction of exiting, have
panic hardware and meet the requirements of
an accessible path and entrance
CEMENT CONCRETE
o WALK PER DETAIL Maintain 3 foot Clearance around
CONNECT TO EXISTING FORCE
SERVICE LINE. CONTRACTOR the fire hydrant. Fire Hydrant Shall
TO POTHOLE TO FIELD be accessible to the fire department.
1 VERIFY SIZE AND LOCATION Supply knox box at gate.
/ OF EXISTING FORCE LINE.
354.86
154.70- 355 _
154.73- "
;55.09- p -
a
D
MATCH EXIST.
354.63
MATCH EXIST. EXTRUDED CURB PER DETAIL,
354.64 TIE INTO AND MATCH EXISTING
CURBS AT BOTH ENDS
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 ARE DAMAGED'
DURING CONSTRUCTION TO PRE - CONSTRUCTION CONDITION.
3. REFER TO ARCHITECTURAL PLANS FOR SITE DIMENSIONING.
4. REFER TO ARCHITECTURAL PLANS FOR CEMENT CONCRETE WALK JOINTING.
GRADING NOTES:
1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OIF
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 PRECLUDE
PONDING OF WATER.
STORM DRAINAGE NOTES:
1. STORM DRAIN LINE MATERIAL TO BE CRIER, 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, ORIENTATION, 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:
71 ,--'FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET
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.
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 BETWEENI
WATER AND SANITARY SEWER LINES.
5. FIRE PROTECTION LINES SHOWN FOR REFERENCE ONLY. FIRE PROTECTION LINE
DESIGN TO BE COMPLETED BY FIRE PROTECTION ENGINEER. COORDINATE SIZE
AND LOCATION OF FIRE SYSTEM SHOWN WITH FIRE PROTECTION ENGINEERING
PLANS.
EROSION CONTROL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING ALL APPLICABLE EROSION AND
SEDIMENT CONTROL BEST PRACTICE MEASURES ONSITE.
LEGEND
- - -
PROPERTY/BOUNDARY LINE
210
MAJOR CONTOUR
- 213
MINOR CONTOUR
,,,-136.75
SPOT ELEVATION
--- - - - - --
GRADE BREAK
2.0%
SLOPE ARROW
BUILDING FOOTPRINT
O
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 UNE
- - -FD- - -FD-
FOOTING DRAIN LINE
- - - - - - - -
PERFORATED DRAIN LINE
"DS
DOWNSPOUT
•
STORM /ROOF DRAIN CLEAN OUT
o o
CHAINLINK FENCE
4-
FIRE HYDRANT
X-i
45' BEND
PTA
TEE
0
THRUST BLOCK
0
WATER METER
SCLJ)CIt- Gummc01S
�5iEP T/) K ncLos r� a oEJt0 CLID 5�2T� 1311) so z7s ABBREVIATIONS
APROX APPROXIMATELY N NORTH
N C T S o Y7E rP " ( 4-,f, a KS o u L R_ 'j F ({o rrX TN L t: f �' .( ASPH ASPHALT NE NORTHEAST
vv� IY•J•L./IV? F Wt5 !-f ED G- �'2../ -191.. 31 C, r Co uTE2 0/,J A No j -T2AF Ft' C- 3 AT NW NOT TO SCALE
"1� KH TZ� D BMP BEST MANAGEMENT PRACTICES NW NORTHWEST
CB CATCH BASIN O.C. ON CENTER
3 TAN I� y S }1 t I'Y7iJ X. (� Y'YlA U�.'i GYU (2. C 2S l,J/4 Rfzf} vtT i CL CENTERLINE OR CLASS OD OUTSIDE DIAMETER
CLR CLEAR OSHA OCCUPATIONAL SAFETY AHD HEALTH ADMINISTRATION
NCL 0 TD L L 2 �' CO CLEAN OUT t PROPERTY LINE
J - l F 1 L L�6 51 2L" AT Flo e k U P PD j S 7� DETE62rnl JE CONIC CONCRETE PROP PROPOSED
M E -110 0 0 .� (2 N/V L- cT1 O.U, CPEP CORRUGATED POLYETHYLENE PIPE PSE PUGET SOUND ENERGY
CSBC CRUSHED SURFACING BASE COURSE PSF POUNDS PER SQUARE FOOT
AI CCD $ LA 1Ti}LS Fe (Z TA A-) K ANO 1P, P VLA PLI EN/ -1'J CE 5 . /'i L.SU 'r NGt-,A CSTC CRUSHED SURFACING TOP COURSE PSI POUNDS PER SQUARE INCH
CTR CENTER PVC POLYVINYL CHLORIDE PIPE
ASE- 9ETkit -s PL72TENANT TL 'YU�s PCZ CJ'c �-7
H
CY CUBIC YARDS R RADIUS RANGE
RIGHT-OF-WAY ED JA T CP, I GOT W I TH I st) F3 2T14E57 TAl^ L-t-D
DIAM DIAMETER ROW RIGHT -OF -WAY
F o 2 MA l VTL'= NA 0 GC , 0 DIAMETER S SOUTH
E EAST SE SOUTHEAST
J SHew L 1J o P 1 mP Co il-1-(2_0 L PANe( . EL ELEVATION SPEC SPECIFICATION
ELEV ELEVATION SS SANITARY SEWER
U 1 (
CONTRACTOR SHALL POTHOLE TO EX EXISTING SD STORM DRAIN
d-t-�j EXIST EXISTING ST STREET
- VERIFY SIZE AND LOCATION OF FT FOOT OR FEET STEP SEPTIC TANK EFFLUENT PUMP
(1) TAPPING TEE (WET TAP) EXISTING WATER MAIN PRIOR TO IF INVERT ELEVATION STD STANDARD
(1) 6" GATE VALVE(FLxMJ) CONSTRUCTION. COORDINATE WITH N IN INCH(ES) SW SOUTHWEST
(1) THRUST BLOCK THE CITY OF YELM PUBLIC L LENGTH TESC TEMPORARY EROSION &SEDIMENT CONTROL
WORKS DEPARTMENT. 20 10 0 20 LF LINEAR FEET TYP TYPICAL
MH MANHOLE W WEST
MAX MAXIMUM W/ WITH
SCALE: 1 "= 20' MIN MINIMUM WA WASHINGTON
MISC MISCELLANEOUS WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
V
Sep 12
PRELIMINAF
NOT FOR
REVISIONS
DATO
09.12.14
.RA NO
12138
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REVISIONS
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09.12.14
.RA NO
12138
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CIVIL SITE PLAN
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4WrYNIGHT 29R- KRAMGALLRIGHTMESERVED
,H_ET
C1.01
PERMIT SET
RIGID
BACKFILL WITH BANK RUN
GRAVEL FOR TRENCH
BACKFILL OR SUITABLE
NATIVE MATERIAL
PIPE AS SPECIFIED -�
ON PLAN OR SPECS
PIPE BEDDING OR
SUITABLE NATIVE T 7�
MATERIAL, MEETING j/�A��
WSDOT 9- 03.12(3)
TRENCH SECTION
4" PERFORATED PVC
SDR35 (TYP.)
0 0.0% SLOPE
r� A
BOTTOM OF TRENCH -J
ELEV: 348.67 (TYP.)
TRENCH LOGITUDINAL SECTION
FLEXIBLE NOTES: NATIVE SOIL OR TOPSOIL
MP, c) 1. BACKFILL MATERIAL SHALL NOT HAVE ROCKS ROOF DRAIN (TYP.) d+ 1/2°
/ PARTICLES LARGER THAN 1" WITHIN 12' / OIS-PF TO DRAIN - EXTERIOR WALL P I�
OF THE PIPE. BACKFILL MATERIAL SSA BE WITH NOT CONNECT Flo 'jj� 1/8" R
PLACED IN 8" MAXIMUM LOOSE LIFTS AND WRH FOOLING SEE- PLAN CEMENT CONCRETE WALK
COMPACTED TO 95% MAXIMUM DRY DENSITY DRAIN LINE) FREE - DRAINING 2,0107 MAX � JOINT FILLER
PER MODIFIED PROCTOR TEST GRANULAR
(ASTM ;
D -1557. BACKFILL PER WSDOT " / ° , _ /' /% ..4
9- 03.14(1) c % A, °
0 2. CONSTRUCT ALL UTILITIES IN (CONFORMANCE FLOOR SLAB
WITH THIS DETAIL UNLESS INDICATED MIRAFI 140-N OR E PLANS. . �
OTHERWISE ELSEWHERE ON THE APPROVED WRAPPED EXPANSION JOINT (EJ) /
1 AROUND GRAVEL
" i ice /� i
3. ALL TRENCH EXCAVATIONS BE SLOPED, 1/8" TO 1/4"
CRUSHED SURFACING SECTION A -A
SHORED, SHEETED, BRACED, , C)R C)R OTHERWISE TOP COURSE
SUPPORTED IN COMPLIANCE WITH OSHA GRAVEL BACKFILL NOTES: 3/8" TO 1/2°
WSDOT 9- 03.12(4)
4. IF ORGANIC PEAT IS ENCOUNTERED DURING R
REGULATIONS AND LOCAL ORDINANCES. FOR DRAINS PER 1. COMPACTED SUBGRADE /CRUSHED SURFACING TOP COURSE FOR CURBS &WALKS TO
d BE 95% OF THE MAXIMUM DENSITY.
° _ F� �
UTILITY EXCAVATION, OVEREXCAWATE TRENCH 4" DIAMETER PERFORATED PVC WITH DEPTHS SHOWN ARE COMPACTED THICKNESS <
TO INCREASE PIPE BEDDING D)EPTH TO 18' PERFORATIONS DOWN 2.
O R MORE AS REQUIRED TO CbMPACT
BEDDING TO FIRM NON-YIELDING CONDITION. FOOTING DRAIN NOTES: 3. PROVDE 1/2° EXPANSION JOIMi BETWEEN WALK AND ALL FIXED OBJECTS. CONTRACTION JOINT (CJ)
U\L--j
1. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION.
24"
0i=
12"
SCALE: NTS
12"
TRENCH CROSS SECTION A
ROOF DOWNSPOUT INFILTRATION SYSTEM
HEAVY DUTY FRAME AND COVER W/
LETTERS CAST IN COVER AS FOLLOWS:
THREADED PVC CLEANOUT PLUG FOR SANITARY SEWER: "SSCO"
FOR STORM DRAINAGE: "STORM"
1" IN GRASSY AREA
0° IN PAVED AREA
ADJUSTABLE HEAD
4° MIN. 2500 PSI P.C.
CONCRETE COLLAR
12" I 12"
NOTE: SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING I SIZE OF RISER PIPE
INSTRUCTIONS. PER LOCAL CODES
VIII � I I1 45' BEND
o °
oO° 0 ° 0
.0.0 000. O o /
°oo o / 1 __---GRAVEL
° I
��, RAVEL BA
CKFILL
0 0. o / FOR DRAINS PER
0° ° %00 00 0 o o o D ° o.. WSDOT 9- 03.12(
4
) O
O 00
° O O
° 0. 0
.0 0 0 oO° °o o DIRECTION OF FLOW
O ^ `rO
\I-j yc)�oo °Oo o ° °O� ° o0 °Oo
WYE PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
CLEANOUT
SCALE: NTS
FOOTING DRAIN
SCALE: NTS 2
EDGE OF 2 WATER TIGHT
HOUSE 7 C;// TYPICAL IN PROTECTED AREAS
TYPE 1 CATCH NON - PROTECTED AREAS (LAWNS, ETC.)
Y -D' TAIL REWIRE SERACE BOXES (CARSON OR RICH)
4° PIPE FROM BASIN PER DETAIL ABDY1:
GROUND EXISTING GROUND
INTERCEPTOR TRENCH 1 _l
IE: 350.17
4" PERFOIRATED INLET / 14 GA. COPPER TONING MRE
IE: 3SO.87 /_ WRAP ONCE AROUND CLEANOIT
PVC SDR35 ��� srnNDPIPE
® 0.0% SLOPE e New.' Pve sEVrtR
PVC C0.- UNE (iW) (3031)
X��� DOUBLE 2% SLOPF TO TANK
GRAVEL BACKFILL 4" PVC ��� FROV _ swECPiNC TEE - -_- --
FOR DRAINS PER ELBOW - �� �- - _ --
nGUS� _
�/ __
WSDOT 9-- 03.12(4) FERNEY) COOP( LNG OR
\\ • i / / APPROVED EOOAL
NON -WOVEN GEOTEXTILE i� \ \�� nPVeoOTCaDUaini °R 1
FABRIC FOR SEPARATION �� °v d IE: 349.67 (TYP.) , ��
PER WSDOT SPEC.
9 -33.2 DABLE 3.
SCALE: NTS
12" REFER TO PLAN
PROVIDE 1" DROP
WHEN ADJACENT
WALK SLOPE VARIES
I'J
1 " -3" RNER ROCK
O_
4" PERFORATED PVC PIPE
/\ WITH PERFORATIONS DOWN
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 l
pRAaE ARO vAREB wore
c
-F..
Y I
s� t�
{ / jjII`` I �r,r.anr,DR pr
��� D,E q MR FOR E•NEgM
..aenexr IepncEO EoLWUn
RECTANIRRILR ABJU811f4ET aECTKBI
9° 6"
1'R(TYP) 1.5° 6" 1.5" CEMENT CONCRETE e"
CURB, PER WSDOT al..
BOTTOM OF SPEC. 8 -04
CUT /SAWED JOINT
15' INTERVAL , As ern EdAI cR _-
A.C. PAVING
e1 art ,Oro sww swE E
EXTRUDED CURB
SCALE: NTS
n aw Ecn WWy
PRECAST ll a aBCl10R
TYPE 1 CATCH BASIN
CEMENT CONCRETE WALK
TOR OF STEP TANK
NLET DAFFII
CITY OF YELM
O =PT, OF PUBLIC WORKS _
IYPICAL
CONNECTION
Aa�ROV✓� DWG. rv0.
PIIRDC WCRKS IJIREC OR DATC ? 7
DES. DWN. Crc DAIi-
JY I 4/i 7
SCALE: NTS
PIPE ALLOWANCES
PM W1PID11L
11AIOIUII
YyLf
u1A11.1
PLAIN
Ir
AU. MCIK PP!
y
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SNgpTsy���yL.Anxi
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IV
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BTaW SEWER ppE
0 AAR EAG1 Gg1K.R _
Ir IM.
.1 w HOGP
I. wn H
ALTFJiNATNB PRECAST BABE eECliGtl
Igti:a
1. AAMIOI lla(pW000 WVK, St "PRECAST BAm
sEe~ ebeo wwo.ewraxro g 12Bgnd.d Bwdnc.nooq, «
WI1 0 ft IRImEWgvnede d0.12 apuw gtlg. pw EwlygY
ne ECAWan nw Mm . Wm I.tR,enammvl. uTersrwTrve
PRECAST BABE SECTIIXI. VYYS meN tlW not In pep4 N Ne
ImorYa.Dg.
2. The drlwtar stwAlMMplsegr agn 2P. KRm:kade shAN
.=MI kAnee.drmlemR.Rm2.s m..Enum. PDwNec16•
mmgKUm 91P DMWeen tlg Mlptlgul WY enE llr aRIgMA dale pipe.
A WeplpekYgg1eE,Rtlg pep W1g pId mRlgrin xcDlAUlrw
wBT SW14.14 BDaOEpeaDR 94N.3.
3. Tim mAXSRDm a.* nan dg ReU,.a WaCe 0 me g pbXIInvM
,nay bA s.
4. Tne WRIA IKW Aag Rllp' a klOtdW WW the 6m1W 4DWR. or hooWlly
cal IDM ag RoAx w4.acSm WWII ftviI w
5. The PnewmBw slD m.y hew A Rw'KII'd ft.. m agW may
b alDpg4 M a Lag d 1:24 dAg.pw.
6. TM OVIFAV Anep be lllaMUlae y lM gp d M. PgDey BIM 6eC6d1.
7. AS plM nDir" M WDge4 NY iiNK ft M h.An gaoee.
CATCH RASIN TYPE 1
STANDARD PLAN 04.20.01
slESTlroI SHSAr
(. -- ._.Arsno�mroavaxirwmu.
Pasco Bakobch III 06-1611
Ir�,nmwsraw _ -ue.
it �Wy......e,.W...T..�.N.._
SCALE: NTS
SCALE: NTS
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0912.14
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12138
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0912.14
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CIVIL DETAILS
BCRA
UCOLYKIGHT 2013 F11 , I'll ILL RIGWTS RKIID ID
ET
i
C1.02
PERMIT SET
i
RESTORATION SURIACE
SJRFK'E �
BA<Kr' 0
SEE REST02A'ION TABLE ABOVE
TEE RESTORATION TABLE
CG!?gCr CN RECMM1 IS. O
5
_C IRV.i-
FIN15111 GRADE
C:EC1 9AfNFILL r
rlNlpi GR40E $NgLL BE
SERFAGE aP CIXIPSE C
CyVPALi 10 95L S
SMOOTH 4 CONyStANi
-- - C
DIAMETER.
MM EXISTING
Al Pq�EMi N
4. BLOCKING SHALL BE ADEQUATE
FINISH ROACWPT i0
NT 3
SELECT BaGxnLl C
7s ?
i
� BACKFILL SEE
COMPACT RO 95S G
Iq
RESTORATION TABLE
2,600
SLOPES SHALL MATCH
MAINTAIN SIDE
- -- _
POUNDS PER
�
SLOPE A$ STEEP
SLL ^1 A Nn
•u
AS POSSIBLE
COYPMII TO GSE T
m
-FEWER LINE
1,200
5,700
- rATweUSEEU/ °_ANIINGS F
14,300
d
PIPE BEDDING FOR
FLEXIBLE PIPE
M1PI,'M1 tlAChi _L S
SMOaTH k CGiySigVi �
PIPE 0
-S)' A
I
SAND &GRAVEL 4,000
n iln 6A'Nr'.L M
MWNC RACeFILL. '.
iVM1I4Ff QVEL $l ^ACC i N/A C
15,800
I
FFE
C dIPAEi ?p 95L 2
C 1
8,900
4,500
22,700
14"
43,600
23,600
12,100
6,100
30,600
16"
57,000
30.600
L_15,700
7,900
40,300
C: BC CRUSHED SURFACE BASE COURSE
CRUSRrD SJRFACE TOP c0ua$E
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
PIPE TRENCH
APPROVE DWG.
N0.
(l
__
/
5
FUBLIC WOR<S DIRECTOR DATE
E. WN CKD, DATE
JY JEG _P 4/2007
REST�`P. l' f; TABU 1
SJRFK'E �
BA<Kr' 0
0 MENTS/
THICKNESS B
CG!?gCr CN RECMM1 IS. O
OTTER RCWIREA1ENTy
CR65Y£D 0' aItUSH J 5!IR�A C
C:EC1 9AfNFILL r
rlNlpi GR40E $NgLL BE
SERFAGE aP CIXIPSE C
CyVPALi 10 95L S
SMOOTH 4 CONyStANi
-- - C
DIAMETER.
MM EXISTING
Al Pq�EMi N
4. BLOCKING SHALL BE ADEQUATE
FINISH ROACWPT i0
NT 3
SELECT BaGxnLl C
CONFORM i0 ALL EXISTING
0°ER GRAJEL BASE SURFACE 'W COURSE C
COMPACT RO 95S G
GRAMS 4N0 aURG$
500
2,600
SLOPES SHALL MATCH
- -- _
POUNDS PER
�
M1'F'1 A MATCH Y.I$MU S
SLL ^1 A Nn
•u
('RIYLtlA ISC NAL_K)1_;FIGNEi[ 1FICKNES9 C
COYPMII TO GSE T
TEXTURE, AND GHAIE. I
2,300
1,200
5,700
- rATweUSEEU/ °_ANIINGS F
14,300
FINSH GRADE SHALL BE II
IIAIH:.I AM1F 5C4P: 'JV£i A' MIY. r4 -
M1PI,'M1 tlAChi _L S
SMOaTH k CGiySigVi �
I -Oe � L "
-S)' A
Porn LY1$� 1G GRAD]:
I
SAND &GRAVEL 4,000
n iln 6A'Nr'.L M
MWNC RACeFILL. '.
iVM1I4Ff QVEL $l ^ACC i N/A C
15,800
2' ABGYE EXI$nNG
32,000
C dIPAEi ?p 95L 2
Gxpaf A SINOC'I-',
TYPICAL PIPE TRENCH (SEWER)
SCALE: NTS 1
PLASTIC 1 G,
OR
CONCRETE
BOX
ail
7 / Iz" 41x.
FLOW �6) I
- - GRAVE I ci
MATERIAL LIST: 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.PLUCS IN TEST COCKS
GENERAL NOTES:
A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION.
B. DIAMETER OF PIPE AND FITTINGS =
C. REFER TO DEVELDPMENT GUIDELINES SECTION 6.710
FOR FURTHER INFORMATION.
D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING.
IS
'LAN
E
PROFILE
HIN.
J
TO BUILDING OR
IRRIGATION SYSTEM
CITY OF YELM, WASHINGION
DEPT. OF PUBLIC WORKS
REDUCED PRESSURE
BACKFLOW ASSEMBLY
FOR 2" OR SMALLER
A- PP$OVVE `D� DWG. NO
PUBLIC WORKS DIREDTON DATE 6 -17
DES. OWN. CKD. DATE
KR JEG TO 4/2007
REDUCED PRESSURE BACKFLOW ASSEMBLY
SCALE: NTS
I LIVE TAP
2' TIYP. - CONCRETE
THRUST
BLODN (TYP)
r-- - -1 �q °' 1
j 1
2' TYP FW
TAPPIING VALVE \ij
FL % MJ LL STAINLESS STEEL
TAPPING SLEEVE
VALVE AND SLEEVE SHALL BE
SUPPORITO AMU UACKFILLED AS
SHOIWN BELOW - RIGHT.
1/3 DIAMEIER
OF PIPE
I �
CONTROLLED DENS TY BAC KFILL✓ :- -- 2' -.
POURED WIDTH OF TRENCH 50L'O SPICK
NOTE$:
7 11 IMIL PLASTIC OR CONSIRUCTION
FAWRIC SHALL BE WRAPPED AROUND
PIPE: AND FITTINGS BEFORE THRUST
BLOCK AND BACKFILL ARE POURED.
2, MJ 'CUT IN TEES SHALL NOT BE
PERITAITTED.
3. SUPPORT VALVE AND SLEEVE
CONTINUOUSLY THROUGH INSTALLATION.
SIZE A B
1/2"
13 1/4" 15"
2° 17 1/4 ", 15"
OROUNO-
HE
CITE VALVE
,CITE MJ
TEE 7
CONCRETE THRUST
DFPT. OF PUBLIC WORKS
CONNECTION TO
XISTINGG MAIN
APPROVED -^ 1 Pyle. NO
PUBLIC WORKS DIRECTOR DATE 1 6 -1 O
OLSES °NMEC��TP DATE
IIAIN (W E
SCALE: NTS 2
APPROVED-h j_TER B X
LID - 1730 DI READER LID
BOX - SCF 1730 X 12 BASE
OR APPROVED EQUAL
z
sl
W
METER BOX - -
1 1/2 " -2" POLYETHYLENE LINE BALL VALVE IEEE
72YI V.
1 1/2 " -2" MALE ADAPTER BALL VALVE W ILENT (CURB STOP) "
WEDGE
GATE VALVE CHECK VALVE-
,`- SERVICE SADDLE 30"
ROMAC 2025 OR-- - - -' --
a
R "-BALLVALVE CURB n \
14 GAUGE n a a< INSULATED oCOPPER v TONING WIRE ? _� P_ a
WRAPPED 11/2" - 811 -656 � REST
AROUND THE 2" - B1I -777f�
GENERAL 1 1/2' C86 - 66 B 12"
NOTES N0. 2" - CU6 - 77 \
r FORD PACK JOINT
7) - -) I ,C,ORC ?ORAT1 TYPE- B 1
II// -PLASTIC LINE (USE 200 ` -BY-PASS VALVE
PSI PHILLIPS DRISC0 PIPE W /LOCKABLE CAP
5100 POLYETHYLENE PIPE) /
FORD BALL VALVE -J1
1� WITH PACK JOINT & FEMALE L- 1 1/2 " -2" MALE
I.P. THREADS NIPPLE
SERVICE SADDLE CITY OF YELM, WASHINGTON
LITAIES; __DEPI OF PUBLIC WORKS__
1. STAINLESS STEEL INSERTS REQUIRED FOR ALL
PLL JOINTS. 1 1 /2" TO 2"
2. ALL SERVICE SADDLES SHALL HAVE RUBBER
CASNET AMC) I.P. THREADS. METER SERVICE
3. CITY STANDARD FOR COPPER SETTERS ARE:
1 1/2" - FORD VISIT 76 -15813 OR EQUAL 44/2007
Z" - FORD VBH 77 -15817 OR EQUAL APPPRO V-ED_ DWG. N'04. ALL 1 1/2" AND 2" SADDLES WILL BE Jl2" TrAPS WITH BRASS 2" NIPPLE AND PUBLIC WCRKS DIRECTOR GA6 -3
2" RESILENT WEDGE GATE VALVE AND 910 - - HOUISING AND SDR -21 PVC PIPE HOUSING DES. DWI. CKD. TE
Es NEG TP
2" METER SERVICE
!�
SCALE: NTS
E ,
<�I •' _ it (C!\^ '�Ja � "�J .ii Tint.. :.l�r>, -�.. ! �l
4J t vj
TOP jYIEW 7
TOP IIYIEw TOP iVIEW
WYE
_.
SIDE (VIEW \.\ .!4!�l.�< ",%`� %i `?1.,",/�`\ „Tlj\ •'/'`
SIDE VIEW SIDE VIEW / \4
TEE_ CROSS GATE VALVE
' • I , � I I
R
✓ �I I
I I I
CROSS WITH
TEE WITH GROSS WITH � C S
PLUG PLUG PLUGS
l
45° - 90'
VERTICAL BENDI
k
PLUG OR CAP
NOTES: STANDARD
1. CONCRETE THRUST BLOCKING TO BE p
POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL
2. PLASTIC BARRIER SHALL BE PLACED BE- - -- - -.. -- -.-
TWEEN ALL THRUST BLOCKS & FITTINGS. APPVD r42007 N0.
l= -
3. ANCHOR REBAR SHALL BE 5/8" MINIMUM P.JSLI WORKS DIRECTOR DAT 3
DIAMETER.
DES FS D..zC IIV
THRUST BLOCKING
Top view operating Out
I -emits of payment 2IM o
Point Hydrant Weather Shield �V
Sun Yellow High and Hydrant Lock - _ 3
Bonnet
Grade Enamel - �-_ - -'
# 13312 _- 21/z "Hose connection HYDRANT OFFSET
with threads
-41/z "Steamer connection
with NST threads See valve box and
�7 & 5" Sforz adapter valve stem detall-
A�o Style 5 -37 w /SC cap 6 -11
�.f /eL O 18' -24'
� Ground
i
To suit
- Standpipe '
trench 6" Flanged fire
depth -- 3' Minimum -- _ \ hydrant tee
Each Pipe Joint 6"
#1106 E13AA Iron,
8,• - Inc. Megalug..
1 6" Class 52 duOflI iron
pipe cut to length
6" gate valve, F- X MJ
Sea note below 11
L-- - Varies -
4'x8 "x16" concrete block
IT LHydrant shoe
1 L Backfill to top of drain ring housing plastic barrier between
bolts with 2" washed rock as shown
thrust block and lee
6' x 6' sheet of 11 mil. plastic or con-
struction fabric, covering 2" washed rock Concrete thrust block
tes
I. Hydrants shall be located to 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 DFPT. OF PUBLIC WORKS
Reliant style 929, Clow Madailion or -
American AVK Serbs 2780 or Mueller
Centurion EIRE HYDRANT
3. Gate valves shall be resilient wedge hi
NRS with 0 -ring seals. Valve ends shall
be Mechanical joint by ANSI flanges. -
Valves sholl conform to AWWA 509 -80. APP DWG. NO.
Valves shall be Mueller M &H, Kennedy, 1` ,w
Clow R/W or Waterou5 Series 500. PUBLIC WORKS DIRECTOR DATE 6 =7
4. Fire Hydrant lock payment is required DES. OWtJ. CKD. DATE
city will order and install. ES JEG 1P 4/2007
FIRE HYDRANT
SCALE: NTS
THRUST LOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU
NOTES:
I. 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
PIPE
90' BEND
EXAMPLE 1 12" - 90' BEND IN
F45' EN
22 -1/ DEND11
-I/4' BEND
DEAD END
DIAMETER.
SOIL CONDITIONS.
4. BLOCKING SHALL BE ADEQUATE
_
_ �
OR TEE
4"
3,600
2.000
1.000
500
2,600
OF OVER
OF COVER OVER TIIC PIPE EXCEEDS 2 FEET
- -_
- -- _
POUNDS PER
,
solL SQUARE FDar
6"
8,000
4,400
2,300
1,200
5,700
8.1
14,300
THRUST LOADS
7,700
4,000
21000
10,100
10"
22,300
SAND &GRAVEL 4,000
12,100
6,200
3,100
15,800
12"
32,000
6-14
''I 17,400
8,900
4,500
22,700
14"
43,600
23,600
12,100
6,100
30,600
16"
57,000
30.600
L_15,700
7,900
40,300
NOTES:
I. 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 1 12" - 90' BEND IN
SAND AND GRAVEL
32,000 LES 9 3000 LB /S.F. =
10.7 S.F. OF AREA
3. AREAS MUST DE 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
HORIZONTAL THRUSTS WHEN THE DEPTH
OF OVER
OF COVER OVER TIIC PIPE EXCEEDS 2 FEET
- -_
- -- _
POUNDS PER
,
solL SQUARE FDar
CITY OF YELM, WASHINGTON
-'_
DEPT. OF PUBLIC WORKS
MUCK PEAT 0
[MUCK,
- _-- ___._- ___.�__._
SOFT 1,000
THRUST LOADS
SAND 2,000
SAND & GRAVEL 3,000
- -- -- - --
SAND &GRAVEL 4,000
APPR
DWG. N0.
CEMENTED WITH
--- -,,ATE 1
6-14
CLAY
FOR IG WORKS DIREC IOa
�
HARD SHALE 10,000
DICE, DwN.
�OKD. 1 DATE
E A;,
A13
r' , 4/2aD7
FOUNDRY #248
3' rc 3' x 4" 6 3�4 VALVE BOX WITH
CLASS
3000 10 8 3/4' "WATER" CAST IN LID
CONCRETE PAD i + / OR OECD 910
SECTION
OUTSIDE PAVED AREA
TRACER WIRE
1 -51EAL WITH AR4000W w, III
1
AC
P 0 ; I
1 1.0'
CSTC - >
� I
e a Z
BALLAST
0,5' CONCRETE CL 3000 N'
INSIDE PAVED. ROADWAY ,
FINISHED GRADE
0}1 10" 0
R+78 °
s
-- -.-6" SDR 21 PVC PIPE
iO CONFORMING TO ASTM
M
3034. RISER PIPE TO BE
PLUMB AND CENTERED
OVER VALVE STEM.
"`VALVE STEM RISER
REQUIRED WHEN MAX.
36" IS EXCEEDED
(LENGTH VARIES)
NO'SI
ALL VALVES MUST HAVE 74 GVAGE INSULATED
COPPER TRACER WIRE TIED OFF AT VALVE --GATE VALVE SHOWN- SIMILAR
E %7rENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR
EX4ENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES.
VA_l -VE STEM _EXTENSION LEGEND
J VALVE OPERATING NUT OR 1 7/8"
X 1 7/8" X 2" HIGH GRADE STEEL
WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON
u 3/16" Thk X 5 1 /5" CIA STEEL DEPT. OF PUBLIC WORKS
GUIDE PLATE WELDED TO RISER
SHAFT. STANDARD
G 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX
STEEL TUBING TO FIT OPERATING
NUT. LENGTH AS REQUIRED. A "PROV DwG, N0.
FILLETIEWELDT ALL SHAFT BE 1/4„ DESIc WORKS CIRECica DATE 6 11
PURL
D NW CKD. DATE
FS JEC TP 4/2007 4
:
STANDARD VALVE BOX ^ �
SCALE: NTS f
KRew wba•s below.
Call berore you m9.
SEAL
® 00
z�
�Q
OQ
aI S
I m w
�w
n�
V �w
m U
�H
SCI7 12 2l
PRELIMINAF
NOT FOR
ONSTRUCTI
Z
m
O
= Q I
c)U
S Q
U
U LLI
J =
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Q ^ U
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OIL En 01-1
Ln > I
REVISIONS
oraE
09.1214
awA No
12138
w90 Nle
SHEET
nr.E
CIVIL DETAILS
BCRA IN
'C PYNIG C P013 BP A, INC. AIL MITTS
RE9ER C
SHEET
C1.03
PERMIT SET
FINISHED GRADE
0}1 10" 0
R+78 °
s
-- -.-6" SDR 21 PVC PIPE
iO CONFORMING TO ASTM
M
3034. RISER PIPE TO BE
PLUMB AND CENTERED
OVER VALVE STEM.
"`VALVE STEM RISER
REQUIRED WHEN MAX.
36" IS EXCEEDED
(LENGTH VARIES)
NO'SI
ALL VALVES MUST HAVE 74 GVAGE INSULATED
COPPER TRACER WIRE TIED OFF AT VALVE --GATE VALVE SHOWN- SIMILAR
E %7rENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR
EX4ENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES.
VA_l -VE STEM _EXTENSION LEGEND
J VALVE OPERATING NUT OR 1 7/8"
X 1 7/8" X 2" HIGH GRADE STEEL
WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON
u 3/16" Thk X 5 1 /5" CIA STEEL DEPT. OF PUBLIC WORKS
GUIDE PLATE WELDED TO RISER
SHAFT. STANDARD
G 2 "X2 "X 3/16° SQUARE STRUCTURAL VALVE BOX
STEEL TUBING TO FIT OPERATING
NUT. LENGTH AS REQUIRED. A "PROV DwG, N0.
FILLETIEWELDT ALL SHAFT BE 1/4„ DESIc WORKS CIRECica DATE 6 11
PURL
D NW CKD. DATE
FS JEC TP 4/2007 4
:
STANDARD VALVE BOX ^ �
SCALE: NTS f
KRew wba•s below.
Call berore you m9.
SEAL
® 00
z�
�Q
OQ
aI S
I m w
�w
n�
V �w
m U
�H
SCI7 12 2l
PRELIMINAF
NOT FOR
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Z
m
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= Q I
c)U
S Q
U
U LLI
J =
U � :D
Q ^ U
U
Z O W rn
ED W�
O O 1
IY E 1 CO I_ LL1I o W i
OIL En 01-1
Ln > I
REVISIONS
oraE
09.1214
awA No
12138
w90 Nle
SHEET
nr.E
CIVIL DETAILS
BCRA IN
'C PYNIG C P013 BP A, INC. AIL MITTS
RE9ER C
SHEET
C1.03
PERMIT SET
SCALE: NTS f
KRew wba•s below.
Call berore you m9.
SEAL
® 00
z�
�Q
OQ
aI S
I m w
�w
n�
V �w
m U
�H
SCI7 12 2l
PRELIMINAF
NOT FOR
ONSTRUCTI
Z
m
O
= Q I
c)U
S Q
U
U LLI
J =
U � :D
Q ^ U
U
Z O W rn
ED W�
O O 1
IY E 1 CO I_ LL1I o W i
OIL En 01-1
Ln > I
REVISIONS
oraE
09.1214
awA No
12138
w90 Nle
SHEET
nr.E
CIVIL DETAILS
BCRA IN
'C PYNIG C P013 BP A, INC. AIL MITTS
RE9ER C
SHEET
C1.03
PERMIT SET
m U
�H
SCI7 12 2l
PRELIMINAF
NOT FOR
ONSTRUCTI
Z
m
O
= Q I
c)U
S Q
U
U LLI
J =
U � :D
Q ^ U
U
Z O W rn
ED W�
O O 1
IY E 1 CO I_ LL1I o W i
OIL En 01-1
Ln > I
REVISIONS
oraE
09.1214
awA No
12138
w90 Nle
SHEET
nr.E
CIVIL DETAILS
BCRA IN
'C PYNIG C P013 BP A, INC. AIL MITTS
RE9ER C
SHEET
C1.03
PERMIT SET
REVISIONS
oraE
09.1214
awA No
12138
w90 Nle
SHEET
nr.E
CIVIL DETAILS
BCRA IN
'C PYNIG C P013 BP A, INC. AIL MITTS
RE9ER C
SHEET
C1.03
PERMIT SET
I 34.5
EVERGREEN PRECAST, INC.
P.O. Box 58'
Sumner, WA 98390
Phone: (253) 863b510
J FAx: (253) 863.2901
__. II�ao _6a&4aq Y*-H 4:�qwvs'-AK
IX `c I I
I Y
� s
r7� {✓ 8BBiY>�8,98,'PBO'BBO�dP>b16'B 3
S e
LI
STEP TANK
FINISHED GRADE
30 "0 RISER—
I 46,5" ALARM HIGH LEVEL
40,5 " /36" LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) - -6
LEAD ON /OFF B`
/30" (4,5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM B`
II REDUNDANT OFF
000
6" MIN, BEDONG -
STEP TANK PUMP SYSTEM
25"
RIM: 354.76
CI I Y OF YELM
DEPT. OF PUBLIC WORKS
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APPROVE DWG. NO
PUBLIC WORKS DIRECTOR DATE 7 -14
DES. WIT C D. A
JY JEG TO 4/2007
ALL STEP TANKS SHALL BE H -20 LOAD RATE C TANKS
Th 115 POLICY SHALL TAKE EFFECT ON MAY 31, 2007,
FINISHED GRADE WATER TIGHT LID
21'0 PIN. PVC RISER
WI -H WATER TIGHT
LID--__
14 GAUIGE TONING
ARE 'fD SS CO--,
PUMP VAULT RISER
4 GAUGE TONING
7 1
I 1
`I_ I GRFCE
T
V_2
"-BAFFLE
(NOTE 1)
L___. J
13, VOLUME -_
DING
ALL TANKS LARGER THAN 1500 CATIONS
THE LENGTH OF THE DOWN TURNED INLET PIPE
Wit BE DETERMINED BY THE YELM SEWER DEPT,
5" MIN BED
_
1500 GAL
3000 GAL
4500 GAL
2
6'
I.DI ,IEO 4 FROM EDGE OF CURB T 4LN'E1
WRECTED BY "�
\,y'
D-
4'
a5
BS"
3. 2
V_,
a0'
9.. GA,-
.. 62 ..._
600 CAL
62`..
--
2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF
DEPT
24CQ CAI
DIMENSIONS SHOWN.
I WIRE TO SERV'CE
I BOX
11
-2 PART USE ORCN0
TANK TO RISER
ADAPTER FOR
CONCRETE TANKS
/-PUMP ASSEMBLY, SEE
DWG. N0. 7 -9
NOTES:
CITY OF YELM
NATIVE OR SELECT
DELETE BAFFLE FOR A 3000 GALLON TANK UTIL17ED
BACKFILL AS
'f
I.DI ,IEO 4 FROM EDGE OF CURB T 4LN'E1
WRECTED BY "�
\,y'
AS 4 TRIPLEX PUMP VA`II T.
ENGINEER.
e
MIN. �
SIDF RDADWA Y.
o O
CITY OF YELM
r= FR o
2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF
DEPT
OF PUBLIC WORKS
DIMENSIONS SHOWN.
- -L,
--
O
3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS
1500,
^
3000, 4500
GALLON
AND TWO COMPLETE RISERS, ONE VAULT CON"AINS
FLOATS AND ONE
C
STEP
LANK/PUMP
IAN K
PLMP, THE SECOND VAULT
nLXL ACCn+DING T DNAWI,U
INSTALL TANKS AS PER DETAIL OR
. --.
'RIIO WCR.:S DIRE C OT DATE
CONITAINS TWO PUMPS.
=
U
WHICHEVER IS MORE STRINGENT.
uw D:
4. 450O) GALLON TANKS OR LARGER SHALL HAVE
APPROVED
DWG. NO.
THREE RISERS AND LIDS.
1 "^"�
-_"
7- 11
::)
PJULIO WORKS
DIRECTOR DATE
c 7 -17
SERVICE
DES.
OWN.- -'
ONE,
'^
V
- - -...
i.
JY
JEG
TP
4/20D/
USE T" UNION TO CONNECT TESTING
APARA-US FOR PRESSURE TESTING
18" PIN RISER HEIGHT TYPICAL WTH
ALL NON TRAFFIC BEARING TANKS
LEAVE SJFFICIENT -
WRE TO ALLOW FOR
PUMP REMOVAL
ELECTRICAL SPLICE BOX W -P GOOD GRIPS
ALL CONNLCIICNS SHAD. HE MAUL WITH
HEAT SHRINK BUTT CONNECTURS .- -
21" OR Da" PVC
RISER W//LID
SLOP[ GROUND AWAY FROM RISER
14 GAUIGE OF 10' FROM TOP OF RISER T01C
INSULAI(ED OI ELECTRICAL CONO'JITa
TONING ARE �
INSTALL, IN
RISER _,,,,ii 'T/4" FY f.ONOt11T SFA
FIBERGLASS LID
WITH STAINLESS STEP
AND NEOPRENF GASKET
'I" DIA.PVC HOSE AND
VALVE ASSEMBLI'
CRIENT BALL VALVE
AS SHOWN. BALL VALVE
SHALL BE WITH 12" BELOW
LID
`30" CIA RESTED PVC
RISER WITH NEOPRENE
/ GROMMETS
FMING WIRE - M5TAL_
N RISER
J I 2 -PAR- EPDXY, USE
ORENCO RSER TANK
ADAPTOR FOR CONCRETE
TANKS
CANT , PVC FLOAT
ASSEMBLY AS SET
6Y CITV OF Y1:LM
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1 1 -1/4" DIA. INLET
__.FICE HOLES AROUND
z PERIMETER OE VAULT
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INDUCER
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AFFLE-
SUBMERSIBLE EFFLUENT
ORENCO TURBINE 10 GPM
TIRE MATERIAL FOR DUPLEX, TRIPLE%, AND CLASS 1 DIVSION I V.10 OJ11 SIR PUMP WITH
INS "ALLATIONS ALL VARY. THE CONTRACTOR SHALL MEET THE A U. OW_IR BYPASS CABLE ORIFICE
INTENT OF THE INSTALLATION REDLARFMENTS SHOWN W THE IN THE DISCHARGE HEAD
TYPICAL STEP MSTALLATON.
A._L STEP T ANKS SHALL SE H -20 tCAD RATED TANKS
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2001
CITY OF YELM
DEPT. OF PUBLIC WORKS _
T"PICAI SIVPLEX STEP
TANK INSTAI I A "ION
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PUBLIC WORKS DIRECTOR DATE 79
DES. OWN. END. DATE
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MANUFACTURER'S RECOMMENDATION
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ALL SLRVIGL LINE CARSON BOXES SHALL BE
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I.DI ,IEO 4 FROM EDGE OF CURB T 4LN'E1
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3LIC WORKS DIRECTOR
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KNISH GRADE TYP SLOP
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GRADE "MING WIRE, 2'-0" PVC RISER,
TAIL INTO RISER ORENCO SYSTEMS,
INC., OR EQUAL
TO
(FOR USE WITH NON - TRAFFIC BEAR'NG TANKS)
N QTfL
RISER AND LID SHALL BE 30:: ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND LID SCALE BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
TYPICAL STEP TANK RISER
DEPT. OF PUBLIC WORKS
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