HomeMy WebLinkAbout1920 French Ave Lil' Champ Food StorePLAT OF SURVEY F014 L IL' CHAMP FOOD STORES, INC.
SANF4RD, FLORIDA
DESCRIPTION
N1R EL.I: THAT PART OF THE SOUTHEAST I OF THE NORTHWEST f OF SECTION 3, TOWNS
i Oa•JTH0 RANGE 30 EAST, ®EGINNINO 30 FEET NORTH AND 33 FEET WEST OF THE SOUTH[
RNER OF THE NOOT14WEST I OF SAID SECTION 36, TowNsHIP 19'SouTH, RANGE 30 EAST;
IENCOE RUN. NORTH 136 FEET; THENCE RUN WEST 79 FEET; THENCE RUN SOUTH 136 FEET'
4ENCE RUtI EAST 79 FEET TO THE POINT OF BEGINNING, LESS RIGHT OF WAY FOR ROAD 0
raEET :.
RCEL 2: THE SOUTH I OF THE SOUTHEAST ; OF THE SOUTHEAST j OF THE NORT04WES7
SECTION 36, TowNeHIP 19 SOUTH, RANGE 30 EAST., LESS WEST 450.6 FEET ANn EAST
12 FEET, AND LESS RIGHT OF WAY FOR STREET AND ROAD'
ARCEL 3: LoTs 39 AND 48 (LESS THE WEST 100.09 FEET OF LOT Jq) FIRST AUOITI')N
3 PINEHURST, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT POom 5. PACE 79.
o UPLIc REcoRos of SEIMINOLE COUNTY, FLORIDA:
JPJECT TO PusLIC UTIL$TIE® EASEMENT OVER THE REAR 7 FEET OF LOTS 3q AND 48, FI
301TION TO PINEHURST AS RESERVED BY PLAT Pools 5, PAGE 79.
SURVEYON'S CERTIFICATE
HIS Is TO CERTIFY THAT THE UNDERGIGNEO, PEINO A REGISTERED LAND SURVIVOR, "As
004PLETEO TIME SURVEY OF THE APOVE OESCRI®EO PROPERTY AND TO THE REST OF MY
NOWLEO®E THE PLAT HEREON OELINEATEO IS A TRUE AND CORRECT REPREGENTATION OF T
OU N Y •URVEY S, INC.
7
PY A. C. OovoNcY, PRES$ocNT, R.L.S. No. 873
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ANCHORAGE FOR 8,000 GAL.TANK
NOT TO SCALE
TOP .r• • _ . -, — •.fib —fo— —
5 REBAR I 1
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SWAY IN SLA8 L —1'D
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SIDE 31 oat: 5 REBAR 'oio'•
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81000 GAL. STEEL TANK
WT = 6,560 LBS.
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CoMPurATION SHEET FOR 8,000 CALL40N TANK
Boyancy - 8,000 Cal. X 8.35 Lbs. Per. Gal.
Boyancy - 66,800 Lbs.
Sand - 21.33' X 8' X 2.5' - 426.6 Cu. Ft.
Sand - 426.6 Cu. Ft. X 100 Lbs. Per. Cu..Ft.
Sand - 42,660 Lbs.-8,000 Lbs. Bean Area
Sand - 34,660 Lbs.
Slab - 10' X 23.33' X .5' - 116.65 Cu. Ft.
Slab - 116.65 Cu. Ft. X 150 Lbe. Per. Cu. Ft.
Slab - 17,497.5 Lbs.
Beans - 2' X 2' X 10' - 40 Cu. Ft.
Bears - 40 Cu. Ft. X 150 Lbs. Per. Cu. Ft.
Beams - 60000 Lbs each X 2 121000 Lbe.
Sand - 34,660 Lbs.
Plus Slab - 17,497.5 Lbs.
Plus Reams - 12,000 Lbs.
Plus Tank Weight - 62560 Lbs.
Equals Total Weight 70,717.5 Lbs.
Minus Boyancy Factor66,800 Lbs
Equals Net Downward Force
3,915.5 Lbs.
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PLAT OF SURVEY FOR L IL' CHAMP FOOD STORES, INC.
X0 le N[?H A IL— SANFORD, , FL ORI DA
td' DESCRIPTION
kl"EL I: THAT PART OF THE SOUTHEAST ; OF THE NORTHWEST I OF SECTION 31`, TOWNs ;
OUTHO RANGE 30 EAST, BEGINNING 30 FEET NORTH AMD 33 FEET WEST OF THE SOUTHE
CEO OF THE NORTHWEST # OF SAID SECTION 16, TOWNSHIP 19•SOUTH, RANGE 3n EAST;
4ElNCE RUN. NORTH 136 FELT; THENCE RUN WEST 79 FEET; THENCE RUN SOUTH 136 FEET'
4ENCE RU11 EA®T 7q FEET TO THE POINT OF BEGINNING, LESS RIGHT OF WAY FOR ROAD 0
rp[ET.
RCEL 2: THE SOUTH # OF THE SOUTHEAST I OF THE SOUTHEAST 4' OF THE NOQTMWE97
r SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, LESS WEST 450.6 FEET AND EAST
12 FEET, AND LESS RIGHT OF WAY FOW STREET AND ROAD:
ARCEL 3: LOTS 39 AND 48 (LESS THE WEST 100.09 FEET of LOT 1q) FIRST A001TI')N
I PINEHURST, ACCORDING TO PLAT THEREOF AS RECOROED IN PLAT POOK 5, PACE 79,
UPLIC RtcoRo» of SEMINOLE COUNTY, FLORIDA!
UPJECT TO PUBLIC UTILITIE• EASEMENT OVER THE REAR 7 FEET OF LOTS 3q AND 481 F1
301TION TO PINEHURST AS REVERVEO BY PLAT PooK 5, P4aE 79.
SURVEYO t'S CERTIFICATE
HIS 19 TO CERTIFY.THAT THE UNOERSIGNEO, PEINO A REGISTERED LAND SURVEYOR, HAS
ONPLCTCD THI[ SURVEY OR THE APOVE DESCRIBED PROPERTY A110 TO THE HEST OF MY
NOWLEOGE THE PLAT HEREON OELINEATEO IS A TRUE ANO CORRECT REPRESENTATION OF T
I SAME.
i ~ • OU N Y URVEY S , INC .
PY A. C. Oov®NEY, PRt®IOENT, R.L.S. No. 873
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THE PLRZ
PUCE -P , = -
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ANCHORAGE FOR 8,000 GAL.TANK
NOT TO SCALE
f TOP r •
s*• 10._.. _ a. _ :a' :. • :• To
VIEW7X5 REBAR I •I •' 10
12 0 C. EACH I (®: 0"
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000
GAL. STEEL TANK WT = 6,
560 LBS. 214 END •'
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9 COMPUTATION
SHEET
FOR 8,000 GALLON TANK s Boyancy
a
8,000 Gal. X 8.35.Lbs. Per. Gal. Boyancy - 66,
800 Lba. Sand - 21.
33' . X 8' X 2. 5" 426.6 Cu. Ft. Sand 426.
6 Cu. Ft. X 100 Lbs. Per. Cu.. Ft. Sand 42,
660 Lbs.-8,000 Lbs. Beam Area Sand 34,
660 Lbs. Slab 10'
X 23.33' X .5' m 116.65 Cu. Ft. Slab = 116.
65 Cu. Ft. X 150,Lba. Per. Cu. Ft. Slab a
17,497.5 Lbs, Eeans - 2'
X 2' X 10' 40 Cu. F`t, Beams 40
Cu. Ft. X 150 Lbs. Per. Cu. Ft. e Beans
61000
Lbs each X 2-_121000 Lba. Sand 34,
660 Lbs. 4 Plus Slab
17,49.7.5 Lbs. i Plus
Reams - 12,000 Lbs. Plus Tank
Weight 6, 560 Lbe / R Equals
Total Weight 70,717.5 Lbs. Minus Boyancy
Factor66,800 Lbs L Equals Net
Downward Force 3,915.
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PLAT OF SURVEY FOR L I L ' CHAMP FOOn STORES, INC.
SANFORD, FLORIDA
DESCRIPTION
iA
kRSEL 1: THAT PART Of THE SOUTHEAST I OF THE NORTHWEST I OF SECTION 3A, Towws
04THO RAIGGE.30 EA9Tq staimmoma 30 FEET NORTH AND 33 FEET WEST OF THE SOUTH[
p"r* or THE NORTHWEST I OF SAID SECTION 16, Towasmip 19.Souym, RANGE 3n EAST;
4INce mu".NoRT" 136 FEET; THENCE RUN WEST 79 FEET;.THErNCE RUN SOUTH 136 FEET'
4rmcc* mum EAST 79 flEy TO THE POINT OF PEGioiswoc, LESS RIGHT Of WAY FOR ROAD 0
r PC C T':.
ARCEL, 2: THE SOUTH I OF THE SOUTHEAST j OF THE SOUTHEAST 4 OF THE NORTHWEST
r Secviom 36, Towwamip 19 SOUTH, RANGE 30 EAST, LESS WEST 450.6 Frey AND EAST
12 rety, AND LESS RIGHT Of WAY FOR'BTPEET AND ROAD:
4RCEL 3 Love 39 AND 48 (LESS THE WEST 100.09 FEET Of LOT 119) FIRST ADDITI'M
I PINEMURST, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT POOK 5, PAGE 719.
uptic Racomos or SEHIMOLE COUNTY, FLORIDA:
UPJECT TO PUDLIC UTILITIES CASEMENT OVER THE mtrAp 7 FEET or LOTS 39 AND 48 FI
ODITION TO PINEHURST AS RESERVED eV PLAT POOK 5, PAac 79.
SURVEYOR'S CERTIFICATE
HIS 14 TO CERTIFY THAT THE UNDERGIGNEOP PEINO A REGISTERED LAND SURVEYOR, WAS
0MPL9Tl0 THE SURVEY OF THE APOVE DESCRIBED PROPERTY AND TO THE BEST OF 04Y
NOWL9069 T049 PLAT HEREON 011LINI'ATIE6 16 A TRUE AND CORRECT REPRESENTATION Of 7
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QLfignaEa 71
7'so^ DOWNEY SURVEYSRS, INC.
Py A. C. Dovemey, Patelot"T, R.L.S. No. 873
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I ANCHORAGE FOR 8,000 GAL.TANK
NOT TO SCALE
TOP r— . •
1 I =5 REBAR I I 10'
VI EW i 1 112 O C. EACH 0
SWAY IN S LA9
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81000 GAL. STEEL TANK
WT = 6,560 LBS.
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COMPUTATION SHEET FOR 8,000 GALLON TANK
Boyancy - 8,000 Gal. X 8.35 Lbs. Per. Gal.
Boyancy - 66,800 Lbs.
Sand - 21.33' X 8' X 2.5" - 426.6 Cu. Ft.
Sand 426.6 Cu. Ft. X 100 Lbs. Per. Cu..Ft.
Sand . 42,660 Lbs.-8,000 Lbs. Bean Area
Sand 34,660,Lbs.
Slab - 10' X 23.33' X .5' - 116.65 Cu. Ft.
Slab - 116.65 Cu. Ft. X 150 Lbs. Per. Cu. Ft.
Slab - 17,497.5 Lbs.
Beans - 2' X 2' X 10' - 40 Cu. Ft.
Beans - 40 Cu. Ft. X 150 Lbs. Per. Cu. Ft.
Beans - 61000 Lbs each X 2 129000 Lbs.
Sand 34,660 Lbs.
Plus Slab - 17,497.5 Lbs.
Plus Reams - 12,000 Lbs.
Plus Tank Weight 6,560 Lbs
Equals Total Weight 70,717.5 Lbs.
Minus Boyancy Factor66,800 Lbs
Equals Net Downward Force
3,915.5 Lbs.
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PLAT OF SURVEY FOR L IL' CHAMP FOOD STORES, INC.
X01 / 15N9H A vEi SANFORD,
FLORIDA DESCRIPTION
R
EL I: THAT PART OF THE SOUTHEAST i OF THE NORTHWEST } OF SECTION 3A, TOWNS J
OUT140 RANGE 30 EAeT, SEGINNING 30 FEET NORTH ANo, 33 FrEET WEST OF THE SOUT IE NNE*
OF THE NORTHWEST f OF SAID SECTION 16, TOWNSHIP 19 SOUTH, RANGE 30 EAST; 4ENCE
RUN.NORTN 136 FEET; THENCE RUN WEST 79 FEET; THENCE RUN SOUTH 136 FEET: iENCE
RUN EAST 7q FEET TO THE POINT OF PEGINNING, LESS RIGHT OF WAY FOR ROAO O rREET:
RCEL
2: THE SOUTH # OF THE SOUTHEAST I OF THE SOUTHEAST j OF THE NOQTHWE97 SECTION
36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, LESS WEST 450.6 FEET AND EAST 12
FEET, AND LESS RIGHT OF WAY FOR STREET AND ROAD: 4RCEL
3: 'Love 39 AND 48 (LESS THE WEST 100.09 FEET OF LOT 1q) FIRST ADDITI IN O
PI NEHURST, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT f OOK 5, PACE 79, uPlIC
RECoRo• of SEaIHOLE COUNTY, FLORIDA' ' JPJECT
TO PUDLIC UTILITIES EASEMENT OVER THE REAR 7 FEET OF LOTS 3q ANo 48, FI 30ITION
TO PINEHURST As REsE*vao eY PLAT PooK 5, PAaE 79. SURVLYOH'
S CERTIFICATE HIS
IS TO CERTIFY THAT TIIE UNOERSIGNEO, PEINO A REGISTERED LANO SURVEYOR, HAS 004PLCTED
THE SURVEY OF THE APOVE OESCRIMEO ROPERTV AND TO THE REST OF MY NOWL.
EOSE THE PLAT HEREON DELINEATED IS A TRUE AND CORRECT REPRESENTATION OF T f.
e '' ~• OU N Y SURVEYORS, INC. PY
A. C. DoveacY, PRESIDENT, R.L.S. No 873 f
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ANCHORAGE FOR 8,000 GAL.TANK
NOT TO SCALE
r ice• • ` ._.._ _ :.t. . : - -
TOP .I I =5 REBAR I
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LWAY IN SLAB L _ 1 o
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81000 GAL. STEEL TANK
1 WT 6,560 LBS.
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END • J. 2T0 6„
VIEW
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80i
COMPUTATION SHEET FOR 8,000 GALLON TANK
Boyancy - 8,000 Cal. X 8.35.Lbs. Per. Cal.
Boyancy - 66,800 Lbs.
Sand - 21.33' X 8' X 2.5" - 426.6 Cu. Ft.
Sand - 426.6 Cu. Ft. X 100 Lbs. Per. Cu..Ft.
Sand - 42,660 Lbs.-8,000 Lbs. Bean Area
Sand - 34,660 Lbs.
Slab - 10' X 23.33' X .5' - 116.65 Cu. F!'.
Slab - 116.65 Cu. Ft. X 150 Lbs. Per. Cu. Ft.
Slab - 17,497.5 Lbs.
Deans - 2' X 2' X 10' = 40 Cu. Ft.
Beams - 40 Cu. Ft. X 150 Lbs. Per. Cu. Ft.
Beane - 6,000 Lbs each X 2 - 121,000 Lbs.
Sand - 34,660 Lbs.
Plus Slab - 17,497.5 Lbs.
Plus Reams - 12,000 tbs.
Plus Tank Weight - 6,560 Lbs
Equals Total Weight 70,717.5 Lbs.
Minus Boyancy Factor66,800 Lbs
Equals Net Downward Force
3,915.5 Lbs.
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