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MA TN 1:N.7 DRAIN
2' S''I
10 L. F. 4" PER-F.A0S V//0/.P
,
2' CLASS 2N PVC\
r • ``'` ri"A AL'/ANIZED 9[15
X 12' GA! VNIZED NTPPLr
CJ YD DRYVELL lt11-1 2' SCREEN Pr2CK
MUELLER FALL VALVE rIPT X 717
' PIPE VITH CAP
TA' SADDLE VT.TH TEE
CAIN X •
2 X 4' 5ALVANIZED NIPPLE
TD
3E INSTALLr-1-1_", AT 'LI..-1WEST PE -1 -:NT IN MA:NLINE
S'A'
• _ _
Ny 17-
; S C(
NWSE 105±
CONTROLS
EXPANSHN TANK
7F
1H ii
k' 8' CLEMONS SELF—CLEANING FILTER ,JOCKEY PUMP
UP TO 30
1 /00.0
r IN/
#tstssa01 " CLA 200 PVC Rr..TURN- INF
0-•=44,
RUT HOUSE IS 10'X12'±-
10'4-
41.1
24"
VIR:110 r
24"
C E.
12"
r-• R A-1
7
SUBMERSIBLE TURBINE
WITH VFD
SKID MOUNTED PUMP
FF 108
LID SLAB
5'0 CONCRETE RINGS
-----,'''
1. ''L---} LOW WATER SHUTOFF 100.0
8' DR 18 INLET 8" GATE
i
8" ;NV 100.0 /. r7i—mil
, \_--2./ ,1— MON]LITHIC BASE
WA7ORE&S[7.AL BOOT —
\„FT WELL 1S5' 0 AND 12'±DEEP
RI:TER TO PUP STATION DWGS
V 27
M3
Y.2.5
\\ !
aT,
a a
y.6
! i r---
LY29 I t fil
1
r. M29
----1 l i
M30
'31
M32
fl
WATERMAN 2' PRESSURE RELIEF AA -60B 77
7EILO SET AT SYSTEM PRESSURE + 10*
INSTALL AT L7A/ P'1NT IN MA'ALINE
1' BRASS GATE VALVE
1' PURE CORR
1' FIPT X FIPT BRASS 90
1' BRASS NIPPLE>r7'
4' CL200 RT PVC PIPE
12' STANDARD VALVE BOX WITH EXTENSIONS
BRACKET
2 "x 1 " BUSHING
1' STIFVER/
1' BRASS NIPPLE
LENGTH TO BE BET. ONSITE
GRAVEL
1' FIPT X FIPT BRASS 90
1' BRASS
l' NIPPLE
COMP X MAL_ ADAPTOR BRASS FITTING
1' CCM' X MALE ADAPTOR BRASS F ITTING
FLO-CONTR
CLAMP-IT-DLE
PVC -IPS Fl; CUTLET
SIZED TO Ar'1ODATE MAIN LINE
PRESSURE RELIEF ASSEMBLY
PRVALVE,DW2 NO SCALE
q•NIFVDR,ISs SCHMUESE-Ri GORDON MEYER k
PO
!
118 W. 6th Street, Suite 200
Glenwood &..‘rings, Colorado 81601
01=41..". (S70) 945-1004 (FAX (970) 945-5948)
scHmUEs2P 411...-mrmrwar Aspen, Coi'orado (970) 925-6727
encine,er@scrr.-ircccm
0,05-7DON WFY7P
)11160ffierJ,.rerwProlirriv1.grilffIvir"qqarter.W.MfftlXrraFrionffrounrrr....--,nerrirrmolr.r.e.mr,v1mosioraiimenneargr'nevet:mer-
M25
M17
M24
M18
Y2 3 Y19
VD
V14
LEAVE ENOUGH ROOM IN VALVE BOX FOR
OWNER TO INSTALL RAINBIRD 100—PESB' SCRUBBER VALVE
7" TEE
1 "CL NIPPLE
7" CAP
FOR BL.r.";T/OFF--
1' X 12' PRASS NI271
4' CL202 RT VC 7.7-)E
1 1/2' CV? X YAL7 A:APTER
_ 1/2' S7 -1-F:
1 1/2' :1)!..177 CflPE 2CN RA-• 7-7
VP' STI.77NRR
1 1/?' CEM X YALE ADAR77:.-1)R,
1' X 12' BRASS N'T'R'
n!.AY,P-T-T-SALIni
P/C -IPS FIX7---7 'TUT' FT
4' X 4" X
4 C-IMPANY! n 7
SLI _SER.V10ES SHALL DRALNLBACKul MAIN
7" TEE
7 it.1 NIPPLE
7" CAP
FOR SLOPS/OFF
RESIDFNTAL TRRIGATIE
STANDARD VALVE
BOX
" 71(7")'V'1 ER
A
L L R7 10/ ' K
7/2 7 BUSHING
1/2'
1 7/2 '',\r• " BUSHIN'_7
"LCKAILE V.I1E vr"-'7'
' 7' -'?'12`..1
• 12' STANDARD VALVE BOX
TION
NO SCALE
SRWDTARDWE
NOTE:
USE STD. WATERLINE BEDDING DETAIL AND THRUST BLOCKS ON CL 200 PVC.
27K BA_TH4_
flfl
ri Nr R A
LEGEND
fl -m \\\\
SYMBEL
DESCRIPTIDN
MANUFACTURER g< PART NO.
.1111110•=1.
MAINLINE DRAIN SEE DETAIL (ALL LOWPOINTS)
RESIDENTIAL TAP
'RESSURE RELIEF
AIR VACUUM RELIEF
CP.O.C.)
MAIN LINE PIPE
LATERAL PIPE
SEE DETAIL
WATERMAN AA -60B
WATERMAN AV -150 (ALL HIGHPOINTS)
PUMP STATION
4" CLASS 200 PVC RINGTITE ( 6H NOTED)
1 1/2' NSF CTS 200 PURE CORE
ALL COMPONENTS TO BE FIELD LOCATED.
ALL NECESSARY COMPONENTS MAY NOT BE SHOWN.
C 0 .107 YELL R./ NC11
NUM-
BER
REVISION
DATE 3y 74.
A
LE
n 100'
GRAND JUNCTI]N PIPE/CA
740 HIGHWAY 133
CARBENDALE, COLOW)Dfl,
1-970-953-5700
RBENDALE
Job No. 9O57Q
MIDLLND POINT Dro
wn
by: LY-fK
IRRIG24TION SYSTEM :
6/5/30
PEOF
Vimier•Viiiiiinnawiwarmiwirminiiiiiiiraer~',...
:
t
11'—O'
g'-8"
16'-0"
8'
14'-0" 12a-8"
3'-0"
4'-0"
EXISTING WL7WELL
5" CONC SLOB ON GRADE
W/ THICKENED EDGE
T.O_ SLAB = T.O. WET WELL
CONTROL JOINT
14" CONC SLAB ON GRADE I
05'-0"
1'-6"
14'-0"
11'-0"
6=0"
2'-6"
la -6"
EDGE OF FOUNDATION
EDGE OF THICKENED
SLAB BELOW
r'OU\DATION PLAN
1/2"=1'-0"
16'--5"
1
14' 0"
2"-6"
7'-O'
PUMP SKID
FIELD LOCATE
PUMP D/SCHAft1GE
PENETRATION
PROVIDE SOLID
BLOCKING
WET WELL
BELOW
3' X 3'
ACCESS Hl TCH1BOVE
1 -6"
2X6 ROOF JOISTS 0 16" C.
*-ROOF SLOPE
'-10 1/2"
3'-o" X 6'-"
MAN D00R
6'-1 1/2"
FhAVIItiG PLAN
SCHMUESER I GORDON 1 MEYER
ENGINEERS s• SURVEYORS
SCHMUER GORDON MEYER
118 W. 6TH EET, SUITE 200
GLENWOOD SF3S, COLORADO 8 1601
(970) 945-14 FAX (970) 945-5948
ASPEN, COLO) (970) 925-6727
E-mail_ engineer@sysom
CORYELL RANCH
RA TER PULP STATID!
EDGE OF ROOF
OVERHANG ABOVE
GENERAL NOTES:
1) DESIGN CR/TERL4:
Roof Snow Load - 40 PSF
Wind Load - 85 MPH EXP. C
2) EARTHWORK:
Existing soil shall be removed to 4" below bottom -of -slab elevation. A gravel base shall then be installed
below the area of the slab. Compact existing soil to a minimum 952 standard proctor.
3) SITE -CAST CONCRETE.
Concrete shall be mixed, placed, and cured in accordance with Building Code Requirements for
Structural Concrete, ACI 318-95. Concrete mix shall conform to the following:
Mimumum 28 day compressive strength = 3, 000 psi
Entrained air = 5% to 7X
Slump = 3"1-1"
Reinforcing shall conform to ASTM A615, Grade 60. Lap all reinforcing 40 bar diameters unless noted
otherwise.
4) WOOD FR4M/NG:
Dimension lumber shall be Douglas Fir -Larch No. 2, or better. All nailing shall be in accordance
with Table 23-//-B-1 of the 97 UBC.
5) ROOFING:
Roofing shall be 1-1/2' x 24 ga. standing seam steel roof panels with a weather resistant coating.
Fascia and edge trim shall be supplied by the roofing manufacturer, and installed to form a weather -tight system.
6) DOORS:
Doors and frames shall be hollow metal, insulated construction, manufacturer's standard, sizes as shown
on the drawings. Hardware (hinges, Iockset, closer, threshold, weathersea/) shall be manufacturers
standard, grade appropriate for intended service, painted per owners direction. Installation shall be in
accordance with manufacturers recommendations.
7) F/N/SHES•
All exposed wood surfaces shall be painted, co/or as specified by the owner.
1-1/2" X 24 GA. STANDING SEAM METAL ROOF
FLASH/NG BY METAL R OF SUPPLIER
ACCESS HATCH CL/SKYLIGHT
(CENTER HATCH OVER PUMP
CONTRACTOR TO COORDINATE
LOCATION WITH MANUFACTURER)
3-1/2" 8477 /NSULA710N TYP.
1/2" APA RATED ROOF PLYWOOD
SIMPSON A35 FRAMING CUP
AT EACH RAFTER-TYP.
2X6 RAFTERS ® 16'O.C.
3' X 3'
ACCESS HATCH
12
8'-O"
1/2" AC PLYWOOD
s'
30,0' FELT
2X6 RAFTERS &
PLYWOOD SHEATHING BEYOND
PROVIDE (2) 2X6 EACH SIDE
OF HA ICH OPENING
(2) 2X6 TYP.
EXISTING WET WELL CL
ISOLATION JOINT
30/ FELT REQ'D
\PUMP SKID
4" MINIMUM GRAVEL BASE
TRIM BY METAL ROOF SUPPLIER
2X8(TYP)
3/8" PLYWOOD SOFFIT W/
1-1/2" CONTINUOUS SCREEN VENT
0 EAST & WEST SIDES OF BLDG
1X2 TRIM
SET IN CAULK
T 111 SIDING
i- 1/2" FIBERBOARD SHEATHING
2X4 STUDS 0 15" OC
T.O.SLAB WET 1111119112
`I � WELL
p ,, 11rr ``FIELD DETERMINE
111=Tim
TYPICAL SECTIO\
1/2"01 ANCHOR BOLT 0 3'-O' O_ C.
/4 0 12' OC EACH WAY
CENTER IN SLAB TYP.
1/2„_1,_0„
NUM-'
BER
REVISION
A
FOR PERMIT
r
DATE
04-04-01
BY
CC
BUILDING
PLANS & SECTIONS
I -f
6
Job No.
98081D
Drawn by:
cc
Date:
04-03-01
OC:
E PE.•
Erle: coryell pump -station. dwg
OF
m
1
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