HomeMy WebLinkAbout3601 Orlando Dr #20925 NEW CONSTRUCTION (from 1986) (a)NOTE:
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,-Ae_:',S 131/,e C0,476 Friendly Ice Cream site is a portion of the Wal-Mart Shopping Center (Seminole Centre)
(Z- 7,VA,1:7'F1C W111 X6 master development plans, All utilities as well as the stormwater management facilities
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were designed by Architectural Services Group, Inc. , 11831 Kingston Pike Knoxville, Telin.
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and were previously approved by tile City of Sanford. Please refer to said plans for livy
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drainaue calculations for entire project.
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GEWRAL NOTES
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40 a,_'5t`r TO," 0,t__,5_X1S7_ LEGAL DESCRIPTION
C� Virg- A -W
A-1,41UHOZ C 70 Cl-, 40- 80 Commence at the East Ou(irter Corner of Section 11, Township 20 South, Range 30
'ounty, Florida; run 5.02oI026"W. 716.31 feet; thence N, 7107131111W.,
East, 5erninole C
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-et to a point or) the Enst&ly right-of,vay line of U.S.
fe Highw ly 17-92;
0
10 7 7.22
T OF
%y.. U t POIN -
-of-way line 146.00
.0'..- hence 5-2501000"W., along said right feet to the
BEGINNINC;; thence Fa5terly along a curve Concave Northerly having a radius of
N07 C- /C/0
Z'' J
250.00 feet through a central angle of 3Z(12.3157", a diord bearing of 5.85035'1 I"E., Q
12,- W111, eg rve
-X2 A, arc distance of 141.37 feet to the end of said curve and tht, b inning of a cu
y \J /�
Z concave Southerly, having a radius of 224.98 feef;�thence Easterly along said curve
A�l distu
r through a central angle of 1 1 o 14'57", a chord bearing of N.83050'1 9"E., a[ r r c-!
Dall- /1�;P_e9/t1_1
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of 44.17 feet to the end of said curve, thence 5.31041'32"E., 28.25 feet; thence
23041130"W., 189.26 feet; thence N.7200'00"W., 200.00 feet to a point on the Fasteri`y
Z,)101 V�5 - 7111&,W 7-��' -7
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right-of-way line of U.S. Highway 17-92; thence N.25(147'00'1F_, along said right-of-way
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line, 158.00 feet to the POINF OF BECX,11\1ING.
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4570 gv"V
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�J Containing 0.7944 acres, more or less.
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)object to any (�asernenfs or rights-of-way of record.
MENU BOARD AND SPEAKER DETA�L
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BENCH MARKS
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Description - Point dot an North rim manhole on N.W. corryer of 1.7-92 and
4;� 3716' ft. W/of centerline of South bound lane 17-92 50' ft. North of centerline Ai
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7 4,40�0, !�t
TBM I Top of nail and disc in 4" x 4" C.M. #L.B.220 East R/W 17-92
574/U11,4A
Cor. Plaza) Elev. = 47.50
(�oA, --1-,e OA-. //V
TF3M 2 of nail and disc #L.B.220 (L� West R/W 17-92 @ P.C. Elev. 47..88'
42 -st of
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4-:X1,5W eZ_,f--,4AVJ OU 7 70 TBM 3 Top of 4" x 4" C.M. No # @ Easterly R/W 17 411.2 feet.Southwe
3' VALLEY GUTTER 41UO 4 4�100/-� 1_,)VF,41A,1466_ .0 PA V Northwest Car. Plaza. Hev. 48.49
_7
TBM 5 - Form nail in East side Comb. pole East RIW 17-92 M feet Northerly of
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IIIJA7el-1 5XI-57' V,� _.;::XJ7 Southwent Cor. Wendy's marked 49.5. Elev. 49.56
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-0" OTa ER/DL;VELOPER:
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FRIMLY ICE-CREAM CORPORATION
5,6 OPE 1/f -IR 1-855 BOSTON ROAD
,#SP11,44 7- it? r -mo ve- 6,5
- 8"
WILBRAIIA111, %A"S. 01095
-2400
(413) 543
PA V67A1.1__A_1 051
To
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rLl�tLOZ VIF ) /,
,-or 2
�,Z� '4'eC& E14GINEER:
Dyer, Riddle, Mills & Precourt, Inc.
J�14,le 1505 E. Colonial Drive
Orlando, Florida 32803
L5;'1V46_ -W,4,11,-, 0--7-4 IZ-
(305) 896-0594
SITE DATA Architect:
Hansen Lind Meyer
Foundation Recommendations,
zS�y A e_' 4�_ Project Acreage: 0.7944 Ac. 455 S . Orange Avenue
Zoning: GC -2 Orlando, Florida 32803
The proposed construction 1, planned to consist of a one-story 14 /2",
building. However. the exact configuration and structural load!; Proposed Building Usage; Restaurant
are not known to us at this time. We estimate that maximum
um Irads w 11 ekiess than 75 Kips and wall loads will be on F,9t20 Sq. Ft. GENEIRA.L NOTES
col rl o i b I Gross Square Footage of Building
the rde of I to 2 ps per lineal foot. Building Height: 26 1 -41t
D 47 1
L. All construction shall conform to City of Sanford
Standards and Sp e c -it icat ions.
2. Existing utility locat'ions- shown are apprOX-fTilate arld shall
be ver-Ifted by the.coutractor before construction begins.
3. Topo information based on survey by: Dyer, Riddle, Mills
& Precourt: dated 10/7/85.
Th�
ercent o 1: 00 Hazar
None
0ou ern e
(305)841-2071
r
Based on the results Of thf, test burings, It is our opinion that
tile f C, und 0 n Soil c Ond Itions are of suitable texture, and upon
Utility Companies:
Electric
Florida Power & Light Co.
4. Allpavement markings
Parking stripping
shall be painted
be 4"wide.
traffic
yellow.
inti
prep -ecomm,
a at oil sb I :!nded below, would be capable of supporting
tile proposedd uilding oil convent.ional. shallow foundations. We
Gas
Florida Public
Utility Co.
(305)322-5281
7-0 96 '�Io' 1,4AX. z96�1,5'17-K
6'" T
recommend dc -signing tile footings far an allowable soil contact
of 2,000 less
perimeter should cleared and 1;rubbed to remove surface
vegetation and provide a level working platform.
(305)322-5733
Parking:
38 Standard (10'A00)
TYPICAL PAVEMENT SECTION
k
pre5sure psf or With a minimum Soil Cover of 24
inches
Sanitary Sewer
City Hall
2 Handicap (/-",k Z0
sanitary sewer laterals
shall be
at
us measured from the bottom of the footings to adjacent
vibratory roller such as a DYNAM, CA -15 or equivaltnt until
40 Total
finish d r ad.e. F urthermore, w" recommend that bearing wall
(305)322-3161
Ext. 240
95h=nt of the soil's Hodified Proctor Density ha3 beeri
QL r f ri I' a 1ptn'Wmal depth of � foot below tho exl5vatlad
compacted 5urface. flon-vibratory equipment should be
.
footings be a min Imum of 24 inches in width and ally colukull
footings be a minimum 2.S feet by 2.5
Water
City Hall
and
!��M,4rCIV
of feet In plan
L_�_�(11
e��
lV47a,04-41-
dimension.
(035)322-3161
Ext. 240
6_�D
T-1
C � 1, IT 11
L. All construction shall conform to City of Sanford
Standards and Sp e c -it icat ions.
2. Existing utility locat'ions- shown are apprOX-fTilate arld shall
be ver-Ifted by the.coutractor before construction begins.
3. Topo information based on survey by: Dyer, Riddle, Mills
& Precourt: dated 10/7/85.
Th�
recommended procedures for sitQ-5oii preparation are as
0ou ern e
(305)841-2071
fol. lows;
1. The building 'the
Electric
Florida Power & Light Co.
4. Allpavement markings
Parking stripping
shall be painted
be 4"wide.
traffic
yellow.
area plus a minimum margin of 5 feet beyond
be
(305)322-5281
7-0 96 '�Io' 1,4AX. z96�1,5'17-K
shall
perimeter should cleared and 1;rubbed to remove surface
vegetation and provide a level working platform.
Parking:
38 Standard (10'A00)
TYPICAL PAVEMENT SECTION
5. All
2.
The stripped building area should be Compacted by means of a
2 Handicap (/-",k Z0
sanitary sewer laterals
shall be
at
L.00% min.
vibratory roller such as a DYNAM, CA -15 or equivaltnt until
40 Total
95h=nt of the soil's Hodified Proctor Density ha3 beeri
QL r f ri I' a 1ptn'Wmal depth of � foot below tho exl5vatlad
compacted 5urface. flon-vibratory equipment should be
,C-/ 4r A7e,5r 5?87
//ic::�/i
and
L_�_�(11
e��
Y16
used within 50 fo�)t of existing structures,
3�
If the base of the footings is to be placed . below the
stripped and compacted surface. footing lines should be
c13' I T E
PLAN
PROJECT NO
compacted as Specified above and tested for a depth of 2
6"--
r,
Z14D
DYER, RIDDLE, MILLS AND
PRECOURT, INC.
85-228
foot below the footing bottoms.
DATE
4.
All fill to subgrade elevation should t�onsl5t of a clean
ENGINEERS - SURVEYORS
OCT' 19,35
fine sand placed In level lift-, not exceeding 12 inchr5,
systematically compacted as outlined above,
ORLANDO
TAMPA F F3 I E N D LY
10E CREAM
1
CALE
5.
A representative of Jammal � Associates, Inc- should be
/C--,.,/
014�
I" = 20
retained to inspect and test all compacted surfaces to
verify that the foundation Soil has been prepared as
Z,
SEMINOLE,
CENTRE
outlined above.
b��
4�5-_W�
DESIGNED By
RAVVN 6
-HECKED BY
APPROVED BY
D AT
REVISIONS
Z.,4. L9 �q/ 4-1. _T C.
SANFORD
FLORIDA
SHEET
Sp I OF—
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Q 401W LOPAtTION FOR T-•1-11'SIOi YPIGN. E►i7TH OA S.
KAqL M M- ! FURNISHW AND INSTAW40
15Y 910q CONTRACTOR
ALL VERTICAL �' FMIZOhf AL'VV 00 TO WODJOINTS,'
AND NPS I L HM15,5 TO M F ILI.EO M?09ePWMYINC
FINISH WAT 05F PSYlN1Cp" XT "tI SP��aC 6 -Ilia CG oUNO
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aWOVES, AS Phi FACTL9e0 by:
CHAMPION 1 NTERNAT I ONAL.
777 THIRD AVENM
NE�V YORK CITY, N.Y. 10017
NS TAW_F_O t PE*01 CULAR TO Te PITCH
r I FS S STP.1 P SPRI I Na -ES (SEE OI'`la. o Iz rcv SING I F lcA-r I ONS)
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ABW- 1/4N 4'PV 1 CI : VENT: A" J I EXTOXF-0 W I Cb 'vF-NT TYPE 16V
VV ITN ' 1 NWl_CT SCR_f_N, AS MANUFAsCTLftD OY:
LNO VENT 1 LAtTOR COMPANY
MAL MIN ". 02148
LOCA) OI�,T!~' I611TG CH O_E S 63. FLYNN COMPAW
ORLAN00,FL.
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4S�r[er�
project name, owner's name
AWnl& PAa m m mm aAklAw
1855 Boston Road, .Wilbraharn; NlassachuWits 01095
Route 1
Sanford, Flor"a
project number
8393.03 11/18/85,
owner's project number '
987 FD
seal signature
i�
item date '
DETAIL Y19 " IllSl65 k ,;
I.
NOTF-S,
- V41NOON toll FKNWS,FLVNISH60 DWIC.3. INSTAI LEf) 0Y
GAtr3P�E I�1'Tr�?i' CO�ITT�AtG' E G� •
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'C�M1TT�0 ,
cy'
1CW40AVLON STYLE MITE- PAST I aYnTTegS FLPN I SMO
I WT . L5Y S 1 d WNW
ACTOR
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A.. 1'-•'WX4'-i1q'IP'
c F' PZ W1�91gH
�1
Co 31W7'-4 °W
D. XI' -958
E. 3`6 TX g'- 4� ,H,,
F. 3'�°'6 ° Xl -9� �W "'THICK INSULA- iD 61.Pt55
3;,19 �WX5'-4,Qy°t9 ;Pi'�NES VAQC _�EA1_F_0
to d /..q y a 0
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Q 401W LOPAtTION FOR T-•1-11'SIOi YPIGN. E►i7TH OA S.
KAqL M M- ! FURNISHW AND INSTAW40
15Y 910q CONTRACTOR
ALL VERTICAL �' FMIZOhf AL'VV 00 TO WODJOINTS,'
AND NPS I L HM15,5 TO M F ILI.EO M?09ePWMYINC
FINISH WAT 05F PSYlN1Cp" XT "tI SP��aC 6 -Ilia CG oUNO
`'TORN NAWPLA OM OVER E1\ NCI
TO 020X'
it
ALL "INTS'ON WOO TRIM TO It M1TPREO
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'0Ac iOR I NSThLLAcT IONI MTAs I l.5
T GIDE- E EVA\TIail
�-X`T IPR PAtINTINa t STAINIt6 5CVf-CtAE
ST , D -- ff-NJA MIN -MOOSS-(bb e AVER P>F'CY"
PSA I NTEa. -- MAGURY 1-37-5X MAX TAN
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EASTERN m i ITE P I t - � ">� 6RA OR
eAe4X_- ENDS TP OF- TEXTL,JRF. 1-114, 'X 10'Y gee SHRELTS VW -f H 60.0.
aWOVES, AS Phi FACTL9e0 by:
CHAMPION 1 NTERNAT I ONAL.
777 THIRD AVENM
NE�V YORK CITY, N.Y. 10017
NS TAW_F_O t PE*01 CULAR TO Te PITCH
r I FS S STP.1 P SPRI I Na -ES (SEE OI'`la. o Iz rcv SING I F lcA-r I ONS)
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VV ITN ' 1 NWl_CT SCR_f_N, AS MANUFAsCTLftD OY:
LNO VENT 1 LAtTOR COMPANY
MAL MIN ". 02148
LOCA) OI�,T!~' I611TG CH O_E S 63. FLYNN COMPAW
ORLAN00,FL.
C i
.U.h�i'.•Sfd' F� .
4S�r[er�
project name, owner's name
AWnl& PAa m m mm aAklAw
1855 Boston Road, .Wilbraharn; NlassachuWits 01095
Route 1
Sanford, Flor"a
project number
8393.03 11/18/85,
owner's project number '
987 FD
seal signature
i�
item date '
DETAIL Y19 " IllSl65 k ,;
t
i Jf
CE -308 (TAKE HOME 6 CE -299 (PICK-UP) CE -299 (ORDER)
CEf',ITERED OVER CENTERED OVER SL I DER D CENTERED OVER SLIDER[]
MERCH. SIGN ?z CE -309 (TO GO) � O
CENTERED OVER MENU FRAME 6
MERCM. - PANEL
3
S I GN —'\ / — MERCH a SIGN
r— —
5
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1 SES DWG. #7 r DOOR FRAME DETAILS
E.H. - INDICATES EOIJIPMEN-F HEIGHT.
2. AL1_ BLASTIC LA 1PIAT CLAD WA I, (SCOT PAP#ELS
WOOD FAB ITEMS FURPIISHED BY F.I.C. AND
INSTAL LED BY CARP*QTR'( CONTRACTOR.
INDICATES DECORATIVE ITEM FROM FINISH
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