HomeMy WebLinkAbout234 CR236-DE-FIRE TANK-DISTR-C1-PLAN-080525E
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NOTES FOR CONSIDERATION:
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1. RECOMMENDED POWER AS SHOWN IN PLANS, TO BE INSTALLED BY SERVICE
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PROVIDER, TO PROVIDE POWER TO WATER LEVEL ALARMS AND SERVICE
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EXISTING
PROPERTY LINE
COMPENSATING HEAT TAPE AROUND BASE OF TANK & INTERNAL TANK
31.02
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HEATER. EXTERIOR LIQUID LEVEL PLASTIC TUBE INDICATOR MAY NEED TO BE
PLUGGED, RE -PURPOSED AND/OR ABANDONED, ALL OUTLET/DISCHARGE
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PIPING TO BE HEAT TAPED.
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2. TANK FOUNDATION TO BE DESIGNED TO SUPPORTTANKAND PREVENT
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WOVER
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TURNING. STRUCTURAL ENGINEER TO PROVIDE DRAWING TOIENGINEER
AND CONSULTATION OF BEST SUPPORT FOR TANKS.
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3. INTERNAL HEATING ELEMENT TO BE ABLE TO HEAT 30,000 GAL = 4010.42
FTA3 = 145.53 YDA3
7.33 15 3
EXISTING
.
DATE: 0$-05-2025
DRIVEWAY
4. CONCRETE PAD TO SUPPORT ±250.250 LBS OR ±2212.69 PSF = 15.37 PSI
JOB NO. 35065.01
UNDERNEATH TANKS
CO RIVER PUMPER feet
CO5.
DESIGNED BY
PER
DSJ05J25
FOUNDATIONCONCRETE
CONTRACTOR IN COORDINATION WITH TANK MANUFACTURER TO MODIFY
DIMENSIONS
DRAWN BY
TJM
08J05J25
BY STRUCTURAL ENGINEER
TOP VENT (ITEM NO. 1 PER KBK DETAIL - 3" HALF COUP. FRP) TO
Width $,QQ
CHECKED BY
YTN
D8J05J25
ACCOMMODATE MIN. 6" VENT WITH PVC J-VENT ASSEMBLY AND BIRD
INSTALL LIQUID o
LEVELALARM Track 6.91
SCREEN. MODIFICATION TO BE COMPLETED WITH APPROPRIATE FIBERGLASS
012.0
EXISTING LOW-LEVEL 3" OUTLET
EXISTING 3" OUTLET
ALTERATION REPAIR MATERIALS AND PROCEDURES.
Lack to Lack Tlme.O
(±3" ABOVE BOTTOM OF TANK)
3" FLEX COUPLER
(12" ABOVE BOTTOM OF TANK)
3"FLEX COUPLER
+
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Steering Angle 39.0
®
3" 90° BEND
x 1
6" GATE VALVE
3' 45' BEND & 6' X 6' X fi TEE
_ _
SERVICE LINE TO BE BURIED
_ - 6" 90' BEND IN MIN & DEPTH OF BURY
APPROX. EDGE OF 1
WITH TWO 3" x 6" REDUCERS
ELECTRIC JUNCTION BOX TO SERVE HEAT TAPE
ai.t SEE DETAILS
- - -
EXISTING DIRT LOT 1
EXISTING
TANK HEATER/LIQUID LEVEL ALARM WITH POWER
- '
6" GATE VALVE
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OVERHEAD
3" 90° BEND
6"X6"X6"TEE I
I ELECTRIC LINE
3" FLEX COUPLER
8" X 6" REDUCER r
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EXISTING 3" OUTLET
(12" ABOVE BOTTOM OF TANK)
0+ 6" GATE VALVE 1+00
1+50
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0
EXISTING LOW-LEVEL 3" OUTLET
(±3" ABOVE BOTTOM OF TANK)
+
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WITH 3" FLEX COUPLER
INSTALL LIQUID_,-,-
LEVEL ALARM
012.0
6" X fi" X 6" TEE WITH
6" X 6" 90° BEND TWO 3" X fi" REDUCERS
WITH 6" X 8" REDUCER
8" WATERLINE, AWWA
C900 CLASS 200 (DR-14)
OR DIP, AS APPROVED
..- ..
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AWWA C502 DRY BARREL -
VARIES EXISTING ASPHALT TO 8E
SAWClJT �TYP,)
HIGH PRESSURE
MANWAY - SEE KBK
ELECTRICAL SERVICE WIRE TO
PROVIDE POWER FOR TANK
CONTRACTOR TO INSTALL 4,
`
•' HYDRANT ASSEMBLY -
tYP
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TANK FOUNDATION BY STRUCTURAL ENG.
3 45' BEND SHOP DRAWINGS
FREEZING MITIGATION AND WATER
LEVEL ALARM
4" DIA. BOLLARS
OR APPROVED EQUAL
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- - -
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-- -
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OPTIONA RECOMMENDED 10 GA.
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DEPTH OF ASPHALT & BASE
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- - -
WIRE TO SERVE POWER TO TANKS
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12" //\/\\//\\/f\\// + COURSE COMBINED 15 18"
EXISTING
LEACH FIELD
SERVICE PROVIDER TO INSTALL
UNDERGROUND ELECTREC AT
1 4 I
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/\\/\`/\\/\\/\\ \\ MIN'
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NEAREST ACCESS POINT TO TANKS
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1
MIN. DEPTH TOPSOIL
OF COVER
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5' 6"
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, 1 • -
SLOPE TRENCH WALLS FOR
SAFETY PER CURRENT OHSA &
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COSH REQUIREMENTS
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SELECT MATERIAL COMPACTED TO
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95% IF LOCATED IN ROADWAY
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12" IF LOCATED NOTHEROTED TO 9U%
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BC
EASEMENTS, LOTS OR SPACES,
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CLASS 6 AGGREGATE BASE
LL
#10412 AWG COURSE WILL BE REQUIRED. IF
INSULATED COPPER TRACER WIRE THE ENGINEER DETERMINES THAT
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EXISTING SHOP BUILDING
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ON ALL PVC OR HOPE PIPE, BRING \\ \ THERE 15 NO SUITABLE SELECT
TO SURFACE AT VALVE 6QxE5. q MIN //\ MATERIAL ON SITE.
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SEE ARCHITECT DRAWINGS
ANDY SPLICES TO BE WATER
TIAGHT WITH IRRIG. STYLE;
FIFE: +5428
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CONNECTERS. / \\��\�\\�\\��\ ����\\� CLASS 6 AGGREGATE BASE COURSE
WILL BE REQUIRED. IF THE
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Bc + 18" ENGINEER DETERMINES THAT
THERE 15 SUITABLE
1
MATERIAL ON
ON SITE.BEDDING AND
TRENCH SUB -GRADE MUST 8E
COMPACTED TO 95% STANDARD
!
PROCTOR
=
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WATER MAIN
GRAPHIC SCALE TRENCH CROSS SECTION
TOP VIEW
INr �> FINAL ITEM DESCRIPTION
QC NO.
SIZE QTY. PART NUMBER
70 0 1D 20 40 80
p-QG
f
i51
DELTA, CO 1 VENT
3"HALFCOUP. FRP 1 26HF0300K
1 TANK 2 J-VENTASSY
3 RIB
4 SIGHTTUBE FITTING
3"PVCWIBIRD SCREEN 1 30JV03DD
5' 4 25FR6003
V FULL COUP. FRP 2 26CPDTOO
j IN FEET)
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5 MALE 90' INSERT
6 HOSE HOLDER
1" INC 2 30961 M01
13" SS 6 32PT12HOSEHOLL)B
1 inch - 20 ft.
270'
- voa
7 SIGHT TUBE
I" x 35' 1 21 VT 1256
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4 d 5 5 d 7
B HIGH PR ESSU R E MANWAY 24•FRPWiNeW..Gsk LMCSBdh I 99MWHNESS
4 9 NAMEPLATE Nome Tale
p Puy-KSKFRP Tanks 1 21NPRSBLYK
2" BLUEBOARb PIPE]
EXISTING
.., . \
.......
5
'�� �!
to GALLON STRIP
012' ] 21GS12035004
INSULATION 3' NATVE MATERIAL COVER
�►VAL
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6 I I INLET
3'FFFLANGE FRP I 26SF0300K
CONTRACTOR TO INSTALL LOW-LEVEL
5450
54$0
FLEX COUPLER:
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DATE
REVISION
T Tom' 12 ourLEE 3"FFFLATNGE FRP t 26sF0300 OUTLET LATERALS AND CONNECTIONS, E?( 3" J-VENT TO 8E MODIFIED
{J 1so" AIL 7 5 13 SIPHON COUPLER 3"HALF COUP. FRP I 26HF030D SEE PLAN FOR MORE DETAILS FOR INSTALLATION OF MIN. 6" ALL FRP NOZZLES SHALL BE FLAT -FACED, FLANGED AND CONFORM TO ANSI
SCALE 2: 65 14 SLIP THREAD
15 Pt PE
3° I°VC I 30ADMS03
3"PVC PIPE I 3OPP03M
3" X 6" LATERAL REDUCER
VENT. SEE SITE PLAN NOTE #5.
5470 (TYP. EACH TANK}
816.5 150 POUND BOLTING PATTERNS.
5470 FLEXIBLE CONNECTORS MUST BE USED ON ALL TANK PIPING CONNECTIONS.
16 90' ELBOW
3"PVC I 309DSSM
STA: 0+29.00
PIPING MUST BE FREE TO MOVE INDEPENDENT OF THE TANK.
17 DOWNCOMMER
I1 18 IBENT LIFFAUG
91PVC 1 3oPPo"
PART#1I 304 STAINLESS 4 32PTI ILUGLIFTHSS
INV=5429.17'
6" INV = 5429.04
3" X 6" LATERAL REDUCER
A
1 19 IHALF PIPE LIFT-LDG
PART #4 304 STAINLESS 3 1 32PT04LDGLIFTR55
37LEX COUPLER
5460 3" FLEX COUPLER
5460
INV= 5429.17'
6" INV = 542,9.04 3" DIA. TANK OUTLET
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012 GALLON STRIP
DE TAIL INOT TO SCALE!
FERTILIZM DOWN COMMER
DETAIL (NOT SCALE)
.
3" DIATANK OUTLET
STA: 0+38.00 EXISTING GRADE
INV_ 8" WATERLINE, AWWA
fi" FIRE RISER
STA: 2+13.40
STA: 0+24.00
5450
C900 CLASS 200
INV= 5422.51' S450
Ist 1.00D
GALLOIiS
t t t
3" INV= 5429.17'
5:1 NATIVE MATERIAL LAYBACK {OR-14), DIP, OR
TO MATCH EXISTING GRADE APPROVED EQUAL
AWWA C502 DRY BARREL HYDRANT ASSEMBLY
I.
pi 7,1 7,
HIGH PRESSURE MANWAY
5440
10" 4500-PSI CAST -IN -PLACE
5440 OR APPROVED EQUAL
6" GATE VALVESTA: 2+13.40
1•-2A..
TYP
1'.('
5:1 NATIVE MATERIAL LAYBACK TO
MATCH EXISTING GRADE
CONCRETE SLAB AS SPECIFIED BY
STA: 2+09.34 ELEV= 5430.00'
STRUCTURAL ENGINEER
INV= 5422.54'
Trr'
PROPOSED FOUNDATION
5430
5430
I"
TO BE VERIFIED BY
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v�ur TyP
STRUCTURAL/FOUNDATION
(4I PLACFS ENGINEER 5420 -0 7S% 5420
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1. A:LL FITTINGS ARE VE REgr%i.
12" MIN. CLASS 6 BASECOURSE
� T. m N c, q A M
r n o 8" X 6" REDUCER
LA
FRONT VIEW
d s 6" 1
RIGHT VIEW
Cu57oN=R
FAIRBANK
COMPACTED TO 95% STANDARD PROCTOR
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^"^5 fV CY N EY ^l CN Pal
It v `�' v v I ^' - -t � "`
c. ni o STA = 2+06.89
N CN tm-r `14 8" INV= 5422.48'
TITLE
DMGNFARAMtWR5 FABRICATION MATERIALS FABRICATION MATERIALS A5 VERIFIED 6Y GEOTECHNICAL ENGINEER F� R,n In ,n Ln �- un �- L, Ln
RcvITEONs DRAWING NAME 6" INV= 5422.55
PRESSURE: ATMOSPHERIC LINER RESIN:
VE GEL COAT:
WHITE REY• pAIT DESCRIPTION
bRN CHO 12' x 351 FERTILIZER
S
FI RE
MAX TEMP; AMBIENT LINER C.LAZ TYPE: c-VEIL 'PIGMENT: NONE RING NUMBER
MIN TEMP: ANIMENT STRUCTURE RESIN: ISO GROUN011JG STRIP'. NO A oko42o23 MOVED ANCHORS t0 LOWEST Rom P,C 5 LE. KPB DRAWING DR �j j
FE-2023-0I 9
WASHED SCREENED ROCK
OR APPROVED EQUAL
0+00 0+50 1+00 1+50
2+00 2+19
SUPPRESSION
CONTENTS: ATS STRUCTUREGLA.SS: EGLAW WATER TEST:
SPECIFICORAYITY: IAMA% WOVEN ROVING: 24oz[,="I POST CURE
NO PROPRIETARY NOTICE
NO WBORAXICRTHE PROPHNOFKbxNDWRE3.PoOOOK2i.RUIHCEMER,
PS. ,HO DRAWHG.Hl n�OG1a,EDCAICJII1111 AMCOHRMTSFERE
7{j
BY K-BENTON 414/23
6'x6''X6"TEE FIRE SUPPRESSION LINE PROFILE
&
aHrrY WEIGHT: 6.400 LBS CHOP HOOP:
CAPACITY: 29.606GAL GHOPGIh53:
27%E�1-ASS {.046'} THIEF HATCH GSKE: BONA Hvnm�„�ao,e PxcPFPn of xeGPcummaHar ugoF,Fm
E�LASSI.P43"j h1ANWAYGRSKET: NEOPRENE r r.Pvesrmcn>•Fcawnsa ur ..� rwnFnn
CHECKED BY R. HYLTON 414l23
Bl<DRAWN
_
SERIALNIIALRER octasla9•ona-
STA: 0+3Z.99 FI EI EXISTING GRADE
INV=5423.87' -PROPOSED SCALE. 1 - 20
PROPOSED WL GRADE
SITE PLAN
REFERENCEWEC: KBK I CHOPPED MAE
I It2azE-C441S 19OUTYPE
364S5 GP+A+HI A.G�MA
SCALE 1:65 ISHEET 1 of 4
B MANIFOLD/6" X 6" 90° BEND
DETAI LS
STA: 0+28.99
E MANIFOLD/6" X 8" 90" BEND 12" MIN. SELECT NATIVE SOILS
Know what's below.
DRAWING NO.
INV= 5423.89' STA: 0+4 COMPACTED TO 95% STANDARD PROCTOR
INV= 5423. 6 76' Call before you dig,
AS VERIFIED BY GEOTECHNICAL ENGINEER
SHOWN FOR REFERENCE ONLY - SEE KBK TANK DETAILS
CALL2-BUSDIG,GRADE,OREXCAVA
/�
{ _1.0
4 V
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES