HomeMy WebLinkAboutPOOL PLANSHe
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Determine Minimum System Flow Rate: (35 gpm per Skimmer)
1. Pool Volume Calculation: 523 ft' (Surf Area) x_ 5 ft (Avg. Depth) x 7.48__gal/ft3= 19,560 gal
2. Determine Flow Rate: 19,560 gal / 360 min = 54.3 gpm + 0 gpm = 54.3 gpm
(Volm ue) (TumoverTime). (Pool Flow) (Feature Flow) IS stem Flow)
3. Determine Pipe Sizes:
Trunk Piping to be 2.5" to keep velocity at Sips max. at 117 gpm Maximum System Flow Rate
Return Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right)
Pump Model: FHPM1.5-2 H.P.: 1.5HP
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable. speed.
Filter Make: CS 100 Size: 100
Filter min, area
based on 6 hr turnover flow rate (pool flow rate calculated above)
)
Divide gpm by the following factors: Cartridge - 0.375, Sand - 15 or D.E. - 2
Time Controller Make: Intermatic Model: PE 35300
RETURN PIPING
TRUNK PIPING -�
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
lbkl ^ SELECTED EQUIPMENT CALCULATIONS
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RAJ`` C,60 Goff,
V V
Pipe Size
6 fps
8 fps
(in.)
GPM
Loss (ft/ft)
GPM
Loss (ft/ft)
1.0
16
0.14
21
0.23
1.5
37
0.08
50
0.14
2 O
62
0.06
82
0.10
2.5
88
0.05
117
0.09
3.0
136
0.04
181
0.07
4.0
234
0.03
313
0.05
6.0
534
1 0.02
1 712
10.03
2-3/8" CONCRETE PAVER TO BE SAND
T FLAT
SET WITH A 6"X9" CONCRETE SET
I PAVER DECK WIDTH VARIES COPING SURROUNDING THE POOL
STAINLESS STEEL
I
HANDRAIL (SAME
I^
IF /
BONDING FOR LADDER)
6" WATERLINE TILE
POOL DECK
1
2-#3 BARS AT TOPCONNECT
TIED TO VERT. STEEL " p
., "
#8 BARE AWG
13 MAX. SLOPE <r+ a LU z
~
COPPER WITH APPROVED
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• •
BOND CLAMP
OM WIDTH VARIES FR4" 6" F- 0 c-
W MAX.
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MIN. #8 BARE AWG
<, > _
COPPER AROUND
2 m <?
PERIMETER OF POOL
g ih i+3
18"-24"
MN. FOUR (4)
N
CONNECTIONS (ONE
NOTES: 1.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. PLASTER FINISH,
°'
.CONNECT PERIMETER
��_
EACH SIDE) W/ #8 BARE
2.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER GEM COAT OR
GROUND WIRE TO �»
AWG COPPER W/
WALL OPTIONS TABLE BELOW EQUIVALENT
GROUND SYSTEM
APPROVED CLAMPS
•
R
CONNECT #8 BARE AWG
'
COPPER WITH APPROVED
BOND CLAMP •
•d h .
R •� •
LIGHT NICHE
a
STEEL TEX. OR
<¢
- EQUIVALENT 6"
NOTE: BONDING PER 250.8 AND 680.26(8) OF
NFPA 70, NATIONAL ELECTRICAL CODE.
#3 BARS @ 12" O.C. E.W.
- CENTERED IN CONCRETE
EQUIPOTENTIAL BONDING GRID
DETAIL
TYPICAL WALL AND DECK SECTION
NTS.
(MAX. S' HEIGHT)
N T.S.
PUMP WITH HAIR AND LINT
STRAINER (SEE ATTACHEC
VERT. REINFORCEMENT
MAXIMUM WALL HEIGHTS
#3 BARS @ 12" O.C.
N/A
NIA
N/A
6'- 6"
#3 BARS @ 9" O.C.
NIA
NIA
6' - 6"
T - 0"
#3 BARS @ 6" O.C.
6'-6"
T-O"
T-6"
8'-0"
#3 BARS @ 3" O.C.
7'-6"
8'-0..
8'-6"
9'-0"
REQ. WALL THICKNESS
4" THICK
5" THICK
6" THICK
8" THICK
HORIZ. REINFORCEMENT
#3 BARS @ 12" O.C.
#3 BARS @ 12" O.C.
#3 BARS @ 9" O.C.
#3 BARS @ 6" O.C.
ALTERNATE WALL OPTIONS
(WALL HEIGHT GREATER THAN 61)
N.T.S.
• •'
construction
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POOL LAYOUT LOCATION MAP
N.T.S, (PROVIDED BY CONTRACTOR)
NOTE: LAYOUT PROVIDED BY CONTRACTOR SCALE: 1/4" = 1'
�l�
3'-0"
WATER LINE
1 - 7-G - _
11_ �
11°SLOPE 7 J1
MAX. (TYP.) 3 MAX.
MAIN DRAIN
LOCATION
LONGITUDINAL POOL SECTION
NTS
18" 12" MIN. 12" MIN.
WASTE (RETAIN
ON SITE)
FILTER SYSTEM
W/PRESSURE
GAGE AND AIR
RELEASE VALVE
LEGEND
yy CHECK VALVE
N 2-WAYVALVE
FLOW DIRECTION
MAIN RETURN LINE
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GENERAL NOTES
1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH
28 DAY STRENGTH OF 2500 PSI.
2. REINFORCING STEEL SHALL CONFORM TO A.S T.M. 615 GRADE 60
3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL.
4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL
BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS.
5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL
FILL SHALL BE CLEAN SAND
0
PLACED IN 12" LIFTS AND COMPACTED TO 88 /o OF MAXIMUM DENSITY.
6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR
THE SAFETY OF EXISTING STRUCTURES.
7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
S. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS
AS REQUIRED BY LOCAL REGULATIONS, GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET
FROM OPEN WATER.
8. ALL UNSCREENED POOLS SHALL HAVE A FENCE A. MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES.
10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN.
NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY,
11, PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO
PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO
PAVEMENT DESIGN.
12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH
EDITION, AS WELL. AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT.
14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT.
15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
MAINTENANCE IN ORDER TO PREVENT FAILURE.
16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3
17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17
18, SKIMMERS TO COMPLY WITH FBC 2017-4501.21.2
18, EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501
21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
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1 I 2. 11
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5T, Lucie CDUnty, Permittin
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QUIREMENTS APPLY TO EXISTING POOL
DOESN'T APPLY TO
REPLACEMENTS/ADDITIONS AND NEW
COMMERCIAL POOLS
CONSTRUCTION
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IS THE PUMP MOTOR USED TO FILTER WATER?
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IF
IF
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CANNOT BE SPLIT -PHASE, SHADED
DOESN'T APPLY TO
POLE OR CAPACITOR
CIRCULATION WITHOUT
START -INDUCTION TYPES
FILTRATION
POOL
IS THE TOTAL HORESPOWER ONE OR LARGER?
TOTAL HP = PUMP HP x SERVICE FACTOR
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS
PLUMBING DIAGRAM
N.T.S.
ALSO FOLLOW THESE REQUIREMENTS: - SINGLE SPPED PUMP
- PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS, PERMITTED. ADDITIONAL
- CONTROLS NED TO BE CAPABLE OF OPERATING AT A REQUIREMENTS MAY APPLY
MINIMUM OF TWO SPEEDS. CONTINUE ON.
- DEFAULT CIRCULATION MUST BE THE RESIDENTIAL
FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT
TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER
IS LESS.
- SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT
HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN.
IS THIS NEW CONSTRUCTION?
POOL DECK WATERLINE
/
ADDITIONAL REQUIREMENTS PER APSP-15:.
- SIZE THE PUMP BASED ON:
- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO
NOADDITIONAL
REQUIREMENTS ARE IN
PLACE
OR LESS THAN CIRCULATED FILTRATION FLOWRATE
18"
- A TIME SWITCH M - BE INSTALLED TO ALLOW POOL OWNERS TO
RUN THE POOL F. ATION PUMP ONLY DURING THE OFF-PEAK/
PF-RIODAND FOR THE MININIIIMTIME NECESSARYTO MAINTAIN -
- -.
THE WATER IN THE CO' 'ION REQUIRED BY APPLICABLE PUBLIC
HEALTH STANDARDS.14-
- FILTERS MUST HAVE A ALM AREA BASED ON THE 6 HOUR
`.
-
TURNOVER FLOW RATE:--
-- POOL GAL. / P- 'AIN. = FLOW RATE (IN GPM)
-- DIVIDE GPM . NUMBER SHOWN TO FIND THE FILTER'S MIN.
yA
V
11° SLOPE -
SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2)
MAX. (TYP.) BEAM
- MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
- SWEEP ELBOWS ARE RECOMMENDED,
- (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
SWIMOUT DEPTH DETAIL
EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
REQUIREMENTS.)
12" MAX.
12" MAX.
NOTE: ALL STAIRS OTHER
THAN TOP AND BOTTOM "
STEP SHALL BE UNIFORM m• ° 1*' e, - 12" MAX.
IN HEIGHT. I
SEE TYPICAL WALL SECTION '
FOR REINFORCEMENT
STAIRS DETAIL
N.T.S.
EQUIPMENT LIST
N T.S.
PLUG PORTS NOT BEING USED PTIONAL SINGLE CONNECTNJN OR. HYOROaTAI IC VALVE.
GRATE TO BE ATTACHED
M7TERIOR RAME I MUDRING
POdL FINISH
HYDROSTATIC WITHSCREWS
LINE (1-1/2"),,.
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3l4"ROCK BED (MIN
:IT;tT1: • a os a o0 o Ooo° rg a°° O a° ° oa o o •6 ° • :.L7::CXr
3YDS. ROCK TO
ri�.LS Ll;. ° c:-a----.. --- ---- a D:.1J:Zf:.
o O ° a o s a
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STABII IZE SOIL)
^ o o ° a° o
;IS 11.}S:1WELL
POINT
;li 17J7.1 �€'�7 '' Q t,LCLI: r
THRIF
p � ✓i9 P&? @ � g,1
PPE
REMOVE GRATE AND WELL POINT LINE FROM
qEAR OiCRETE teUNITE
MAIN DRAIN, AND ATTACH AUX. PUMP LINE
: GWi NOTE: 2.5" PIPE CONNECTION
WHEN EMPTYING
TOPUM ON THIS INSTALLATION
CUSTOM MOLDED PRODUCTS
WELLPOINT
32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON
ANY OF PORTS..
VGB-2009COMPLIANT 1.1xr, .2 3- OR GREATER PIPE
N.T.S.
MODEL: CMP 25506-32X
NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER
PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5"
PLUMBING AND 184 GPM WHEN USING 2" PLUMBING.
WP MANUAL STARTER
SWITCH(TYP.) 3-#12 WIRES IN 3/4"CONDUIT
CHANNEL DRAIN INSTALLATION DETAIL
4 ❑ ► TO PUMP
N.T.S.
� TO PUMP 2 (IF APPLICABLE)
TO ELEC. SERVICE VIA WATER PROOF PANEL IN TO BLOWER (IF APPLICABLE) SAFETY NOTES
G.F.I. NO MORE THAN 20' FROM POOL ► TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE --- 3 #8 WIRES IN 1" CONDUIT
G.F.c.l. RECEPTACLE AT PANEL 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
JUNCTION BOX DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING.
3 -#12 WIRES IN 3/4" CONDUIT THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND
48" MIN. NO DIVING SHALL BE PERMITTED
SPST TOGGLE SWITCH 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE
WATERLINE AROUND THE PERIMETER OF THE POOL OR ALARMS AT
12v TRANS. THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
18" MIN. S" MIN. V NON -CORROSIVE CONDUIT
LOUDEN BONDED POOLS
12V LIGHT W/ POOL WALL AND DECK
LOWWATER (SEE TYPICAL SECTION) �1�1Cn HESTOR RESIDENTIAL POOL
ME
CUTOFF DEVICE �( ':
ELECTRICAL DIAGRAM ,Y FORT
TPIERCBROCKS,FLITH ROAD
FORT PIERCE, FL 34945
N.T S. ON ..J. t h'����
POOL LAYOUT AND DETAILS
A
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0
C
MIN.
FRONT,
SIDES_
CNR S]
LEGEND
RLS = REGISTERED LAND SURVEYOR
LB = LICENSED BUSINESS
WPP = WOOD POWER POLE
OVERHEAD UTILITIES
x 0.00'= SPorELEVATTON
W- = PROPOSED WATERLINE
I
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I
McNEURLIN STREET
NW CORNER OFL0T8
FOUND 04'CONGRETE
MONUMFNT (PRM RLS 2391)
NW CORNER DF L 0 7 ?
FOUND W' IRON ROD
& CAP (LB 4286)
9 FOUND S'S'IRONROD u
—& CAP (LB428l)
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m
29.4t
--'--- bACANT!AND
NO OBSTRUCTIONS
REQ.
INIM
LEGAL DESCRIPTION
L07 6, DRAWDY7BROCKSMITH ROAD SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 75, PAGE 25
OF THE PUBLIC RECORDS OF ST.. LUCIE COUNTY, FLORIDA,
CERTIFICATIONS:
I. TAB/THASMITHHESTER
2 CENTF_RSTATE BANK, Its successors and or assigns, as their interests may appear
3. COMMONWEALTH LAND TITLE INSURANCE COMPANY
4. GONANO & HARRELL
5 GROZA BUILDERS INC
SURVEYORS NOTES
1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ONIOR ADJACENT TO THIS SITE THEAPPROXIMATE
LOCATION OFALL UTILITIES SHOWN HEREON WERE TAKEN FROMASBUILT DRAWINGSAND/0R ON-SITELOCATIONAND SHOULD BE
VERIFIED BEFORE CONSTRUCTION
2 NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO
THIS SITE.
3 LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPTAS SHOWN ON
THE RECORD PLR T IFANY
4. THIS PROPERTY WAS SURVEYED WITHOUT THE BENEFIT OFA TITLE SEARCH.
5. ALL ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)
6 THE BEARING BASE OF THIS SURVEYIS ALONG THE EAST RIGHT OF WAY LINE OF SOUTH BROCKSMl7H ROAD, N00°020Z W
7 LEGAL DESCRIPTION FURNISHED BY CLIENT.
8. ALL BEARINGS AND DISTANCES SHOWN ARE PLATAND MEASURED UNLESS OTHERWISE NOTED.
9.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROH161TED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
10. THIS SITE LIES IN FLOOD ZONE VAS SCALED AND INTERPOLATED ON FEMA MAP NO.. 12111C-0165.1 DATED: FEBRUARY 16. 2012.
11. OWNERSHIP OF FENCES AS SHOWN, IF ANY, ARE NOT DETERMINED BY THIS SURVEY.
S •'28'281"29 83'
9.OW UNEELEVATIONS) — — — —
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LOCATION MAP- NOT TO SCALE
TOP OF
7 'P O F BAD/TCN
SOP Of NK
.—PLATTEBie'DNAINAOE•t4•N771ITY6498WNT — - —
PROPOSEDSWALEI6-BELOWRW&77YUNEE4EVA7708S)- _
A
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ED6EUFWATET4 - - -
MEW
LOT6 + i
1 I 1 PROPOSED POND
TOP Of IVWK.- __j f --
-- — — —�
DRAINAGE DITCH I i f2'MAX/MUM DEPTH i ' I -�
TOP OF BANK
6 it EDGE OF WATER )
--- ----� 737.5• -
I 25'SETBACKPER ST LUCIECOUNTY _
PROPoSED BERM(5'ABOVE PROPERTYLSVEELEVARONSJ
-iiATTED I6'6RNNAGEBWNJTY EASEMENT _.
, Aj
GRAPHIC SCALE
{ IN FEET )
I inch = 40 ft.
it
_ -- -- LOTS
I fFE 23a
5.•1 MAX
1B9.09' TOP OFBAMf
f5' `
tr
i CONTROL WATER EL
Cf MAX 4.•1 MAX
xrMAz zrMAz
MAXIMUM DEPTH 12' FROM TOP OF WATER EL
POND DETAIL." A'
NO FILL FROMPONMAK.E DXCAVA77ON WILL BE TRANSPORTED OFF -SITE
FILL WILL BE U17LIZED FOR HOUSE PAD AND SLOPE TRANSIT70N,
FILL IND7STING FURROWS, PROPERTYBERMANDORM&WAY
22284 CUBIC YARDS OF EXCAVATED FILL
4p
+ryFOUND 5B'IRON ROD
& CAP (LB 4286)
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SURVEYOR'S CERTIFICATION'
I HEREBY CERTIFY THAT THIS SURVEY MAP AND/OR REPORT WAS PREPARED UNDER MY RESPONSIBLE CHARGE AND MEE
STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CkC PT�R 5J-17,
FLORIDA ADMINISTRATIVE CODE AND THAT 1T IS TRUEAND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF SURVEYMAP
AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER. Craig D.
SCNIVNELu
..........sA= Watson
"° "°' :� BY : St. Lucie C0aw
" 2018.12.(
S p STATE Of C IGD.. AIS
;P"so • `{oklor 'aka 13:22:04 PROFESSIONAL SURVEYOR& MAPPER
`'•,drS�7veY°`;.•'' NO 564"7S7ATEOFALORIDA
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JOB NUMBER'
18-410
FIELD DATE
72-13-2016
CHI. CKETI BY,'
cow
Of BY'
DPK
,SCALE:
71 "- 40'
SHEET
1 OF 9