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47 uj in t0 III -a con� ITh 4 44 Raid IlTt 3 distan > IIe , IIE 4 E VAT I Q N -A N E) I;."p Ou M QR MATION--j -TA SURVEY-` ayl_V;�� X IIE. $A FORE) INV IA $1 El JOB 7 I- AIN V6, S V, R V C H A 4 S:O'C, INC� tFR Qm L M, I T H N DRY: 146 46 III77 tIIHU IIPAV T I4 7,0 N��W .6 T, 462 I -GA IIITO,zR E M.'All N EXIST P CURVE A N Do NED' AV T, It020 28 I54 ARC- 316 .63 R '7, 379. 4 BA' ABANDONED CHD S 2 0:42' 15"W IIII0 II5D H6, L,= 3 1 9. 60' Iff26 LEAVE N. E 'CURB TO'-, QD 46., III14 _r F, M �Y,,�AFTER oi IIte,7' :7 .7, 77 IK ARE k7, tICo , V LO S E 9 IIItI4 4 IIIttK 7 II'TEMP OIRAR F M' . . ..... , IL tf T �,$TA I § T 9x I ST.:t PAW1f; II:y I N V. 14, b; Ip 4� II(NV. t I42 IIIt. . . . . . ..... II0 IIIIW BANK SERVICR UNTIL NE IEX18T, W,M. T REMAINAN PEE tIs ATIO L NA C�QRDI NATF SERVICE TRAN SFER ITH LOCI ILi ry co .... ItIIIIII4 Ij IIIIIII.THI,� I'p�o co Ib IIIIIItIIiIIItIItfi7 IIIIII7, IIIIIiIIIIIIIIIw tIIII0j ItIP: ... . . ....... I(o I II=01T II0 tIIIititIIfit IC I
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LEGAL DESCRIPTION Hrsl{i j{i. f ,- f ;t^
C8m • . 1�,.. •i.��:J' ' T f a '�'' •" � T •: W' S LE G E 14' D
- .•-•�'T� z•-• --v- ---1�, � - a u N—£..1.+......x �, g _.�.... i;. o. r�..Y� , }, .Fi M
..�.•A+.• 7- 3 ���_/ EXISTING NEW DESCRIPTION
1 , TRAILER REMOVED �•�. t l` F is
i I I BY w A portion of Section 11, Township 20 South, Range 30 East more' x, .•z r _' aInW_N
i OWNER (N.I. C•) ll f d ib d l l i partcuary described as follows:
i
- f. /� -Y . - L ?� `�'�1 �`"Y�'� •i } ----- 18----- CONTOURS
a , I From the northeast corner of Section 11, Township 20 South,, ;, _ - , s { 1 4
- - , .1, + •, ?' 0.00 ( SPOT ELEVATION
' I N 65° 40�' 55' w 47 Ran e 30 East run south 711. 6 feet to the west line of Old State F �d fi^ Sami,wla, r .�
4 o i „ x Reserwvir ._Z x a, § "{�' } ,mot
---_ ------ _ Road No. 3, thence run S 2 19 05 W alongthe old ri ht-of-wa i�i
' ¢� ' , f} s J ST- - - -- sT STORM SEWER
I _------ -----------�_ — line of said State Road No 3, 11.9 feet, thence run N 65° .40' 55".'-
47.8 48.0 S SANITARY SEWER
lit I I�� �� / �� W, 72.26 feet to the intersection of the southerly right-of-way line, � f� '; i�ty.�yiY ��`� r4 4• � � j;` �,
..
47 REMOVE CURB of Airport Boulevard with the westerly right-of-way line`.bf U.S. s-- 5 - a ., j,
P �' y _ _ ti• t , e Pt, t 5en N — ---- W DOMESTIC WATER
Highway 17 and 92 (S.R. 15 and 600) and the Point of Beginning _ �. -1--,_.
47.8 48.0
1. y y Y r, �1 i F - - - - F FIRE MAIN
T- \
From the Point of Beginning, thence run southwesterly along i ;. •, �. + ,,,-----G----- G GAS LINE
.esT.�,,����
the said westerly right-of-way line of U.S. Highway 17 and 19 (S.R. •s.. q �_
FM FORCE MAIN
48.4 46 \46 SEE NOTE N0.1 15 and 600) along a 7, 379.4 radius curve concave to the southeast,
I
_a 3 9.63 feet, 15„'• } :{'I� iW- IV!
I � •� \ 1 >e , said CUrVE' having a C'hCLd bearing Of S 25° 42' ` � , ,.. 5z°IQrq'»Iza �/ ' JIRRIGATION WATER
n o REMOVE CON1;. WALK �� and a chord distance of 319.60 feet, thence run N 65° 40' ,55" `V,, r' SITE--- ,�_UU9�gcenter
/ 45 i a (9/� \ 120.43 feet thence run N 0° 14' 55" W a distance of 251.58 feet, 0 �' �njr i �•- e '-. �7� ---- LIE---- LIE UNDERGROUND ELEC.
/ ! \ thence run N 17° 24' 55" W a distance of 121.54 feet to a point on 4�ia ; ,,s �� �•--CE---- of OVERHEAD ELEC.
o �' , / INV.42.5 47 46� the aforesaid southerly right-of-way line of Airport Boulevard, ' i
wl I i S /E NOTE 1. I W 47p / ` \` '� thence run along said southerly right-of-way line S 65° 40' 55" E a `2 .:` a \• ----OT---- OT OVERHEAD TELEPHONE
WALK TO REMAIN 1 \ o y Y y y ? ' "
47,9 -(- -/ _ I `� �\ distance of 313.66 feet to the Point of Beginning. �� = _ ; J Ig 4----UT---- ---UT UNDERGROUND TELEPHONE
_L j / I— I I 14Z.3 I , �\ \ \ _ ' 1 i s_ , c.. j" j
1 I T __ __ _
I I I I \ \ - _. ..' Huic(en � a '� ,.: , �i� j ;.,, - _ _ yP.LV. `
1 f I I 1 0 / \ 71 The above described lands containing 1.49, acres, more or �e39.'I ? ���' 12 1 , 7 �1"—F- PAST INDICATOR VALVE
I I I I I I 1 `tl I % I I ( I \ \ \ -_- ;d+ ` Y ir•' , /. , ` `"i'" �i:ti "- PROPERTY LINE
I I 1
146 \8C UNDRY INFORMATIUr+ ELEVATION AND CONTOURS TAKEN
FENCE
fl. FROM SURVEY BY. V. KELLY SMITH 5 ASSOC. INC.
I I I I \ \�, J` _AND SURVEYORS, 1807 FRENCH AVE SANfUF2D FLORiDA, ��' a"°�'ry, VE
' I INV( I I I 0 , - JALIc
1 46 i ' + G S, 1 1 j� tnraty
44,5 I I I 4 :7 �" DATED: JUNE 22, 1982 , JOB NO. 82- 7850
' 3 / I I \ \ �• Cis z 2 c - —..—.®,.—
I \ a \ \ LOCATION MAP RETAINING HALL
I ' - NEW 647,0 / 462 ' \
CONCRETE
It I I EXIST. PAV'T ' EXIS
, CURB � �X 1455/_. \ \ \ � L^.�_.!
TO, REMAIN EXISTAVT —� ASPHALT PAVEMENT
��i i ABANDONED �I \ --- �• MH
I --
CURVE DAFA I \
� ABANDONED- -•.i-- MANHOLE
n=02°28'54 �� - - / i I \\ \ \ --ST- i;---- --ST- --- CATCH BASIN
ARC= 319.63 A8� I / I I
CHD• S 2 °42 15 W �� o/ ��,` I ( I I r I \
,�--
CHD. L.=3 19.60' ~ I I I i \\ �\\ \ \ _ SPRINKLER RISER
1 --W- "2-- - -'N -*WM WATER METER
o II _ N 65 40' 55FH
3�1 , I �� 1\� �� -yam - - - iti PHONE/ POWER POLE
26,50' / �� 47.5 1-- -L-- 46'7-) I i I `\ (LEAVE OPEN) NEW CURB TO FIRE HYDRANT
M 1
1p OD / 0-I I ____41____-% , r li ` 1 \ BE CONSTRUCTED ONLY AFTER
------ / I LIGHT POLE
d ,A"� / V„ I J ❑ �� 1 rym'riuc nQIvc u QA�,� hoc O 0
DRAWN BY
' MM /T W/V
CHECKED BY�1g-3 �jlp i S s OE:
DATE: ISSUE OR REVISION
3
4" DIA. CONC. FILLED
STEEL POST -A
6'
MIN
GUARD POST @a DRIVE IN TELLER
JOINT
SEALER MATERIAL
SAW I A"
•. it . •\ 1 O ', 1 . ' 'I � •. ,
6 x 6- x 1.4/1:4 W.W.F.
TYPICAL I'D" JOINT
SMALL PROTOTYPE
BA: ,'N "I :-"T BAN' K OF FLORID/i.N�.f-..
SANFORD, FLORIDA
TOP OF
IF S/W
6'
6"
HANDICAP RAMP
LUG
p ; \45
0
/r
450
SEC-r10N_
NOTE: CONCRETE SHALL BEAR AGAINST UNDISTURBED
EARTH IN TRENCH.
SIZE OF PIPE , INCHES
6
8_
10
12
14
CONC. REQ'D. CU. FT.�
4.5
8 _
12
24
32-
DIMENSION ' x' ; I-gnn-
r$-
1
18
2T
24
DIMENSION -'Y', ING IES
24
30
42
40
54
THRUST BLOCKS
JOIN-r SEALER
6 x 6 x 1.4/1.4 W.WF. / MATERIAL
I/
o}" a cc)
N fir,
P E -UD UU�LFI LL E R
111E IIASKCLL COWANY
Architect;o EgineersoContra ctor3
1 YP1 C A L 'I F"' JOINT
JOB NO. 2576-8204
SITE , UTILITIES , GRADING
AND DRAINAGE FLAN SHEET
NO.
DATE I ISSUE OR REVISION
AF 1211
D
0.
U
1.
3,
3•
5
8.
.l
,r
11.
1 20
11 A -8
EPTH
FT.
0
13
DESCRIPTION ELEV. Ft . • PENETRATION -BLOWS PER FT.
+441 0 10 20 JO 40 60 801
0, JVERY LOOSE dark grey sl ightly silty
VERY LOOSE to LOOSE grey to light
(1)
p grey fine SAND
(2)
+39--5'
�.
�
-
5-
LOOSE brown fine SAND
5
VERY LOOSE dark brown slightly
s i t ty fine SAND with some sma l 1
O
(3)
0 1=10",1=2",2
LOOSE dark brown slightly silty
+34
fine SAND
0
LOOSE to FIRM grey slightly clayey
+�9
fine SAND
p -
+24�
0
BORING TERMINATED
(1) fine SAND with some small roots
(Topsoil)
(2) Dark brown weakly cemented slightly silty
fine SAND (Hardpan)
(3) roots
BORING AND SAMPLING MEETS ASTM D•1588
CORE DRILLING MEETS ASTM D•2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 301N, REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
_ WATER TABLE, 24 HW
04 UNDISTURBED SAMPLE `u�'•Y
WATER TABLE AT TIME OF DRILLING
I� % ROCK CORE RECOVERY � LOSS OF DRILLING WATER
PERMEABILITY 'PEST RECORD
Barnett Bank of Central Florida
Sanford Branch
Sanford, Florida
LETCO Job No. J-3975
Date Performed: June 8, 1982
Location: P-1
Time vs
Loss in Head
Approximate GrOUnd Surface Elevation: 43 feet
(min)
(inches)
Casing Diameter: 3 inches
1
1/2
Casing Length: 5.3 feet
2
3/4
Caslny Depth: 3.5 feet
4
1-1/4
Casing Riser: 1.8 feet
9
2-1/4
Depth to Ground,ater Level: 3.0 feet
20
4-1/2
Total Head: 4.8 feet
34
6-1/2
116
20-1/4
Permeabilit Han e: .25 to .4C ft/da
Y 9 y
154
25-1/2
178
27-112
1
SOIL PROFILE
0.0-0.5 LOOSE grey slightly silty fine SAND with
a few small roots
0.5-1.5 LOOSE grey fine SAND
1.5-2.0 Dark brown weakly cemented slightly silty
fine SAND (Hardpan)
2.0-3.5 FIRM brown fine SAND
A.T.* GWL**: 3.0 feet
*A.T. - Auger Boring Terminated
**GWL - Groundwater Level
ARP
OR T
eo
u P'
PROPOSED
SITE
I
B-,
1
c
J
T
L
0 30' 60' \
Graphic Scale
LEGEND
- Soil Test Boring Location
O Permeability Test Location
DEPTH DESCRIPTION ELEV. F t . • PENETRATION -BLOWS PER FT.
FT.
0.0 +44 0 10 20 30 40 60 80100
0.2 -- --- -- 1
VERY LOOSE grey fine SAND with a �23 �\
2.0
7.5
12.0
20.0
LOOSE brown to light brown fine
SAND +39 QT
+34
LOOSE light grey fine SAND M
+29
LOOSE light grey slightly clayey
fine SAND
+24
I
BORING TERMINATED
4
--1--• *4 13AR
R- 3/4$
GRADE
ASPHALT
PAVING
i
� j�j -5 -5
6'
HEADER CURB
i
t
i
e
J
o
I
I
II+
21I2" x 2" x .I/4
DEPTH
FT,
0.0 _
DESCRIPTION ELEV. F t , • PENETRATION -BLOWS PER FT
+44 n in 7n AD 40 60 80
0.5'
LOOSE gr'ey fine SAND wi th 'a few (2) \
2.0 -
LOOSE brown fine SAND with some (3) X
3.5
8.
12.
17.
20.
+39
VERY LOOSE dark brown to grey
slightly silty fine SAND
0
/
VERY LOOSE dark grey slightly.
+34
silty fine SAND
0
VERY LOOSE light grey slightly
clayey fine SAND
+29
0
1
FIRM grey fine SAND
0'
+214
BORING TERMINATED
• ~' - •+� III
-va PRECAST !N ACCORDANCE
'KITH LAT`£S_:T EDITIONS
OF AST C ;913
P L i1 N
4,,
2'GRArE
2 1/2�� X 2 X I f 4
ti r It
1/2 0 ANCHOR
2 PER. SIDE
NEENAH R- 4810
24" X 24"t 2" DEEP
OR £OUkL� r
,1
2-9
PAVING ! 9 4
GRATE
o�
it
� o
i N z
0
8 BRICK ,MAY $E
USED IN LIEU OF
} 6„ CO.NC, WALLS.
S E C T 1 0 N
i
CATCH BASIN
a� I
DRAWN 8Y
CHECKED 8Y 3-18-13 3 lP 1 :5
GATE ISSUE OR REVISION
TYPE 'A-
J01NT y
NEW SIDEWALK
5 - 011
(TY R „A,.4-1
TYPE 'B' JOINT-'/' "A"4-I
P L A N
TABLE OF SIDEWALK JOINTS
-11 TYPE
LOCATION
P.C. AND RT, OF CURVES
A
JUNCTION OF EXISTING AND NEW SIDEWALK
B
0i1 CENTER TO CENTER ON SIDEWALK
51-0 11
AND PARALLEL TO CURBS
C
WHERE SIDEWALK ABUTS CONCRETE CURBS,
DRIVEWAYS AND SIMILAR STRUCTURES,
TOOLED
r .
1.5 �I I 1. 5'
GRATE..
2,
SOD SOD
3CONCRETE SLAB REINFORCED WITH 6%6%
WI.4xW1,4(W.W,F)WELDED WIRE FABRIC.
ELEVATION #-F
+45 r--
f40 I
+ 35 1
+30 1
+25
B-I
+20-
LEGEND
an ar Pene
tion Resistan
Blows/Ft.
Fine SAND
and
slightly
silty )f�E
Elevation ref
fine SAND
enced to Coun
Road Dept. Da
Weakly cemented
Seminole Co.,
slightly
silty
fine SAND
B.T.
Boring Termin
Slightly
fine SAND
clayey
Ground,riater L
at Time of
Dri12.incT
VARIES - SEE PLANS
1/4 PER. FT. ( SEE PLANS)
611 6X6XW1,4XW1'4(W'VAR•IES' SEE PLAN ,
1/4" R TYPE �BGRADE OR
1 % BLDG,
I/4�� PER FT. (SEE PLAN)
VARIES ----� " r '�' o•.
SEE ; • ". 7/r -1/ =/!i
4„
PLAN 6x6xW1.4XW1.4 (W.W.M.)
6, S E C T ION A - A"
1/2 11
r_
SEALANT
1�.4"R �^I I%4 R TI/2 PREMOLDED
1/4 R p i ° =� , o EXPANSION JT.
p - A MATERIAL
'uv A c o a
to
A.
V Q' •',
TYPE A' TYPE B TYPE C
SIDEWALK ,,JOINTS
2'
GR4
*1 S (0) \`
84RS 74 0, C31,
\�\
# 4 REBAR
MITERED ENDWALL
SMALL PROTOTYPE
BARt,\,1ETT BAN
K OF FLORIDA,
SANFORD,FLORIDA
DATE ISSUE OR REVISION
ELEVATION
9 +30
4
21
10 '. 12 +25
BT BT
+20
ra-
ce,
er-
.t v
tum
FL
a ted
eve1.
• N
,t
z
cn Q
W J
a W
> W
to
SLOPE VARIES P L A N
6" AT DISCHARGE
-� END, T
to
.- I ,- a 16, �
6 I 0 20 r
INV. VARIES 5'- 0 SEE PLAN
SEE PLAN
6
°to
12- =•/,• --- 12 TURN DOWN
SECTION
CONCRETE FLUME
STD. CLEANOUT COVER
FINISH WITH SCREWED PLUG,
GRADE
VNI, PC.
L_
4" MIN
WYE BRlD
P'
SANITARY CLEANOUT
JOB NO. 2576-8204
BORINGSTAIL SHEET
NO.
G+
t
AF 12181A -B
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grey, OOSE re fIne SAN with a few 2
l L grey ( ) •
VERY LOUSE dark re slightlysl t 1
9 Y ( )
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VERY LOOSE to LOUSE grey to light �,, LOOS t (3) . B I B 2 B 3 • I
_ _ 3.5 -
re fine ne SAND _ _ -1.4
grey �. � 5 0
0 _ _ � LOOSE brown to 11ght brown fine ,� +39
( +3 9 Efi I. 5 '- — J `SAND
VERY 'LOOSE dark brown to grey•::=:.•;::; .......,
LOOSE brown fine SAND +391 — ::::::::::::
� slightly silty fine SAND _ .•.:.....::.:.; :.•.•::::: .... 3
7
VERY LOOSE dark brown slightly :ter:
g Y 7.5 ---
-silty fine SAND with some sma (3)
+4 0
-- c _- -E40
LOOSE light re fine SAND (i+ VERY LOOSE dark r 1
9 grey grey slightly.
LOOSE dark brown slightly silty +3
-i I
® silty fine SAND
fine SAND
,I
1= 0, I=2, 2
0 12:0 1'L.0 5 3
+35
VERY LOOSE 1 i ht re slightly i ht1 :`:� 6 -F35
+2 9 grey 9 Y +29 - -
clayey fine SAND 6 ;; I-9, I-9
+ rslightly
29� LOOSE light e
LOOSE to FIRM re �11 htl clayey � y grey•"••'``'""`
9 Y, 9 Y Y Y
f • n '.• . .
fine SAND I e SANU
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-
+24
+2 4 20.0
20.0
0 — BORING TERMINATED BORING TERMINATED ..;
BORING TERMINATED
-f- 25. 8 +
25
. 12
B•T B T B.T.
+20 =-•-- +20
LEGEND Staridatd Pene ra-
tion Resistance,
Blows/Ft.
Fine SAND and
slightly silty X_i4- Elevation refer-
fine SAND enced to County
Road Dept.. Datum
Weakly, cemented Seminole Co. FL
slightly silty
fine SAND B.T. Boring Terminated
Slightly clayey Ground'aater Level.
fine SAND at Time of
I ,
Dril ri."?q j
(1) fine SAND with Some small roots (Topsoil) `
(2) Dark brown weakly cemented slightly silty
fine SAND rd an Ha
( P )
(3) roots
BORING AND SAMPLING MEETS ASTM D-1588
CORE DRILLING MEETS ASTM D-21 i3 -
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING .90IN, REQUIRED TO DRIVE 1.41N. I.D. SAMPLER 1 FT.
I
WATER TABLE, 24 HR.
UNDISTURBED SAMPLE WATER TABLE AT TIME OF DRILLING -
% ROCK CORE RECOVERY LOSS OF DRILLING WATER _
1
PERNEABILIT'r rESr RECORD
— — ,. ..
VARIES -SEE PLANS -
sl
Barnett Bank of Central Florida
NEW SIDEWALK --- — N
Sanford Branch
Sanford, Florida xtf
r r 1/4 PER. FT. (SEE PLANS)
LETCO Job No. J-3975 :
/ -/c ;
TYPE `A Y P.) A �— J _
rcr l
JOINT
�
{
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Date Performed: June 8, 1982 � •' ••.'"••
6 X6XW 1.4XW 14(W.W.F.) ,`L
_1-. *4 BAR
Lucation: P-1
Time vs
Loss in Head
R = 3/4"
A {n:rux u ate Ground Surf' ace Elv„ aCion:43 feet
win
—Rnn-
"
Casing Diameter: 3 inches
1
1/2
n
J % J
:
Casing Length: 5.3 feet
Casing Depth: feet
2
3
3/4
1
ASPHALT-
PAVING
_ .._.. .._ -
-
-
3.5
q
1_1/4
Casing Riser: IA Feet
9
2-1/4
15
3-1/4
Depth Co Groundwater Level: 3.0 feet
20
4-1/2ey
Toc41 Head: 4A feet
34
`^'? ,a
F• meab'1
1
20-1/4
'gin r�
i 6„ VARIES - SEE PLAN
1/4" R TYPE 18� GRADE OR z
• — N
BLOG
w
• ••• • I/4 .PER FT. (5EE PLAN) � '
TYPE 181 JOINT „ n - o.: <
A _ a w
VARIES - i/i-1I=17r y > LU
SEE 11— — ;".: _ Il, q N
PLAN 6 ,
//i �6 S W 1.4XW1.4 (W.W,M.)
P L A N X X SLOPE VARIES
0
G" AT DISCHARGE P L A N
END.
"e ""
u ay 154 25-1/2 L
178 27-1/2 -r •' n ��� •,, . , . SECTION A`A
PRECAST tN ACCORDANCE
WITH LATEST EDITIONS
SOIL PROFILE OF ASTM C 913
P L A N
0.0-0.5 LOOSE grey slightly silty fine SAND with 6,
a tow s111a 11 roots
S grey fine
0.5 1,5 LOOSE � cy fu SAND
1.5-2.0 Dark brown weakly cemented slightly silty
fine SAPID (Hardpan)
2.0-3.5 FIRM brown fine SAND. `
A.T•" GWL**: 3.0 feet r `
2 GRATE
*A T - Au er Borin rerminated
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141jR�Z�v
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v .
MAT
P A 1 TE R AL 6
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TYPE A TY PE ,B, TYPE 1C Iz _ 12 TURN DOWN
S E CTION
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TOOLED SIDEWALK JOINTS CONCRETE. FLUME
HEADER CURB Ll
4
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1/2" X I'- G" DOWELS r
- � '�'`• / _ � � •!a � -:r--- $" BRICK 141AY BE ;
J co -a. v:-• USED IN LIEU OF
CO.NC, WALLS,
0 30' 60' _ -
Graphic Scale
LEGEND
TABLE OF SIDEWALK JOINTS
TYPE
LOCATLON
P,C. AND RT, OF CURVES
JUNCTION OF EXISTING AND NEW SIDEWALK
ECA
n5,_O "CENTER TO CENTER ON SIDEWALK
AND PARALLEL 'TO CURBS
WHERE SIDEWALK ABUTS CONCRETE CURBSI
DRIVEWAYS � AND SIMILAR STRUCTURES, ,
STD. CLEANOUT COVER
FINISH WITH SCREWED PLUG,
GRADE
41
TT
\ R S
vq
s
4 84R /q
S 0 C 4"MIN I
SHOWN
(C. M. P. SIMILAR) ////
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WYE BRANCH
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4* 4 REBAR
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