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Orlando, Fl 32803
Ph: (407) 894-0691
Fax: (407) 894-3693
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PROPOSED ENCLOSED DUMPSTER LOCATION
CONSTRUCT 10'x 20'x :,' THICK, CONC. 0000 PSi)
DUMPSTER PAD 'vI/ 10'" 10'x 6' HIGH MASONRY 'viALL
ENCLOSURE 'vINOOD S'vIING GATES, MASONRY 'viALL
FINISH TO BE COMPATIBLE 'vI/ BUILDING f"lNISH
RETENTIDN P~D 12
311 SIDE SLOPES
TOB ELEV.- ".~ AREA'"' 27'xl05'
DH'w' ELEV.- 95.00 AREA- 24'xl02'
DL'w' ELEV.- 94.60 AREA" 21.6'x99.6'
BOTT. ELEV.- 9300 AREA- 12'x9O'
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ENERGY DISSIPATER. (TYP,)
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TOP ELEV." 94.60
INV, ELEV.""92.00
INSTALL 8 L.f', 15'
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BUILDING HEIGHT = 16.00' t
FINISH fLOOR ELEV = 96.50 11
kOOf RUN-OF'f TO BE DIRECTED TO SOUTH ,_~
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40' RIGHT OF 'vIAY
20' BRICK ROAD
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ELECTRIC CONDUIT
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II'~ ERCP i 0.42;( 'J IM.E,S, I
PeND. INV, ELEV.-93.00
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TOB ELEV,= 95.50 AREA" 19'x115'
DH'J ELEV."" 9:5.00 AREA" 16')(112'
DL'J ELEV.= 94.60 AREA" 1~.6')(109,6'
BOTT, ELEV." 9300 AREA" 4'xloo'
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KR/SP / KH(~tlE DOUGl7:V,'/ r (~ORP()lf'A T/ON
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WINS (('N-- SALEM.'\',-- 2 {13C
TEL:r)HONE: (9/i1! 11',{u{70i
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PROPOSED TYPE 'C" INLET
CONTROL STRUCTURE
TOP ELEV." 95.00
'JEIR ELEV,= 94.60
INV, ELEV.-92.oo '
(SEE DETAIL)
r- - R
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MILLS CJnd
A. S S () C I ATE ~" . IN C"
C()NSUL TlhJC, E.:NC./NEERS & LAND suPo/E, ORS
3L42 HENDERSON BOULEVARD · SUITE .:sOli
TAMPA, FLORIDA 33609-3(156
TELEPHONE: (81.3) 8/6-5869
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PROPOSED RAMPS <TYPICAL> I
N.!.S,
INSTALL lDS LF. 12'x 18"
ERCP I 0.42X V IM.E.S. I
POND. INV, ELEV.-93.00
LEGAL DE SCRIPT ION.
LOTS 1, 2, 3 AND 4, BLOCK A, HARPER PLACE, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK N, PAGE 57, PUBLIC RECORDS OF
ORANGE COUNTY, FLORIDA.
AND
BEGIN AT THE SOUTHEAST CORNER OF LOT 3, HENLEL'S ADDITION TO 'vIINTER
PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK F,
PAGE I, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, RUN 'w'EST 150 FEET,
NORTH 52 FEET, EAST 150 FEET, SOUTH 52 FEET TO THE POINT OF BEGINNING,
LESS THE EAST 10,8 FEET THEREOF DEEDED TO THE STATE OF FLORIDA FOR
THE RIGHT OF 'vIAY, AND ALSO LESS THE PROPERTY CONVEYED TO THE STATE
OF FLORIDA FOR ROAD RIGHT OF IJAY IN AND BY VIRTUE OF THAT CERTAIN
DEED FROM SUSAN HARRISE TURNER, LOINED BY HER HUSBAND HOLLIS 'vi. TURNER
TO THE STATE OF FLORIDA DATED AUGUST 21, 1969 IN O,R, BOOK 1757, PAGE 914,
PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
CONTAINS 0.80 ACRES :!:
PROPERTY IS ZONED C-3
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SA'w'-CUT EXISTING DRIVEVAY ALONG
- PROPERTY LINE. MATCH PROPOSED
PAVING VITH EXISTING ELEV'S.
SEE SHEET 2 Of S feR DRIVE~AY
CONNECTION DETAILS, SIDE~ALK REMOVAL
" REPLACEMENT " ~ORK IN R/V,
'-
BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAP COMMUNITY
NO 120188, PANEL NO. 0005-C DATED 2-4-83, THE ABOVE DESCRIBED IS NOT
'vIITHIN A SPECIAL FLOOD HAZARD AREA. ZONE 'C'.
PROPOSED TYPE 'c' INLET
_ TOP ELEV." 95.60
INV. ELEV.=93.30
Elevat~ns shown hereon ore based on Orange County Bench
Mark No. L-242-003, Elevation = 93.402' N.G.V.D,
PROPOSED 5' IJIDEI 4" THICK
CONCRETE SIDE'JALK,
Mills &. Associates, Inc. Makes no representations or guaran-
tees perto.lnlng to eo.seMents, rights of wo.y, set bock lines,
reservo. tions, QgreeMents o.nd other SIMllo.r 1"10. tters.
PROPOSED SITE DATA:
OVERALL SITE = 35,015 S.F,
BUILDING AREA = 3,535 S,F. I 10.10%
PAVING; CONC. = 19,189 S,F. ; 54,80%
OPEN AREA = 12,291 S.F. I 35.10%
LEGEND:
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PROPOSED
SIGN
l - EXISTING GRADE
~ - PROPOSED GRADE
w. PROPOSED DRAINAGE FLOW
o - UTILITY POLE
NOTto CONTRACTOR TO ERECT SILT SCREEN AROUND
ENTIRE PROPERTY BOUNDARY PRIOR TO THE START
Of THE DEMOLITION Of' EXISTING STRUCTURES AND
PA VEMENT ON SITE. THE SIL T SCREEN SHALL REMAIN
IN PLACE THE DURA TlON ON CONSTRUCTION,
NOTE TO CONTRACTOR:
CONTRACTOR TO CA/.J. SUNSWNE S fA TE (Ko/( -CA/.J. or fUJRIOA
Ar 1-800-0#.12-47l'O A _Ui OF.2 DA~ I/CFORC EXCAVATIGw.
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WIN TER PARK. FL ORIDA 32789
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DATE7-20-98
DATE7-21-98
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P .E. NO. 22324 - E.8, NO. 3860
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SURVEY NOTES:
1) boundry survey information was provided by others without the ben-
efit of an abstract of title, therefore, there may be other easements,
right-of-way, setback lines, agreements, reservations, restrictions, or
other similar matters of public record, not depicted on this survey.
2) NO UNDERGROUND UTILITIES ARE LOCATED AT THIS TIME
3) LEGAL DESCRIPTION FURNISHED BY CLIENT
EROS/ON & S/L TA T/ON CON TROL NO TE:
The Contractor shall use appropriate measures to prevent
erosion and transport of sediment to surface drains. The
Contractor shall use and maintain hay bales and/or silt barriers,
per plan and as necessary, to mitigate adverse impacts to existing
surface water quality. Stabilize disturbed areas with watered seed
& mulch or sod, as required
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A = ARC LENGTH
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C.L.F.=CHAIN LINK FENCE
CM. = CONCRETE MONUMENT
CONC, = CONCRETE
CSW =CONCRETE SIDEWALK
D=DEED
(F) = FIELD MEASURED
FND = FOUND
I.P. = IRON PIPE
I.R. = IRON ROD
O.E. = OVER HEAD ELECTRIC
O. T. = OVER HEAD TELEPHONE
(p) = PLAT
P.P. = POWER POLE
P.O.B. = POINT OF BEGINNING
P.O.C, = POINT OF COMMENCEMENT
R = RADIUS
T.P. = TELEPHONE POLE
S/W = SIDE WALK
S.I,R.C.= SET 5/8" IRON ROD
& CAP LB#6945
W/F = WOOD FENCE
UTILITIES (VERIFY)
SEWER: CITY OF CLEARWATER
TELEPHONE: VERIZON
ELECTRICITY: FLORIDA POWER
WATER: CITY OF CLEARWATER
GAS: N/A
THE PRIVATE PROPERTY. ALL WORK WITHIN THE GOVERNING AGENCIES RIGHT OF WAY AND
EASEMENTS WILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THE
CONSTRUCTION OR MATERIALS SHOWN ON THESE PLANS. ALL WORK IN THE R/W AND/OR
EASEMENTS SHALL COMPLY WITH ALL GOVERNING AGENCIES.
H) SANITATION: PROPOSED DUMPSTER 'SOUD WASTE' PICK UP.
1) ALL NEW IMPERVIOUS (BUILDING, SIDEWALKS AND PAVING) AREAS STORM WATER RUNOFF SHALL BE
DIRECTED TO THE SAME SYSTEMS AND BY THE SAME CONVEYANCES AS ARE CURRENTLY IN EXISTANCE,
J.) PRIOR TO START OF ANY CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL SEWER AND WATER TAP
INVERTS AND WCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL INFORMATION
WAS FURNISHED TO THE ENGINEER BY OTHERS AND THE ENGINEER ASSUMES NO RESPONSIBIUTY
FOR THEIR CORRECTNESS OR ACCURACY. THE ENGINEERS WORK SHOWN ON PLAN HAS BEEN
PREPARED BASED UPON THE SURVEY INFORMATION PROVIDED BY OTHER'S.
K) REMOVE ALL SAND. SILT AND DEBRIS FROM PARKING AREAS AND FROM AROUND
DRAINAGE INLETS OR AS REQUIRED, POSITIVE EFFORTS SHALL BE MADE TO
PRECLUDE THE DEPOSIT OR ACCUMULATION OF GRASS CUPPINGS, LEA VES, ORGANIC
MATTER OR ANY MATERIAL WHICH WILL BE DETRIMENTAL TO THE FUNCTIONING OF
THE HYDRAUUC SYSTEM.
L) FIRE HYDRANTS WITHIN 500' OF ALL NEW CONSTRUCTION EXIST ON ADJACENT PROPERTIES.
M.) ALL NEW OR EXISTING OUTDOOR UGHTING SHALL BE DIRECTIONAL AND SHALL NOT DIRECTLY SHINE
ONTO ADJACENT PROPERTIES,
N.) ALL NEW MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBUC VIEW WITH AN OPAQUE
PRIVACY FENCE OE EQUAL VEGITATION OF APPROPRIATE HEIGHT. THIS INCLUDES H v.A.c. UNITS
REFRIGERATION UNITS. DUMPSTERS AND ETCETERA.
0,) MEASURES SHALL BE TAKEN PRIOR TO SITE CLEARING AND CONSTRUCTION TO PREVENT THE
REMOVAL AND SUBSEQUENT DEPOSITION ON ADJACENT ROADS OF SOIL FROM THE CONSTRUC-
TION SITE ON THE TIRES OF ALL VEHICLES ENTERING AND LEA VING THE SITE.
P.) REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BE1TER THAN EXISTING BEFORE
COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. COST TO BE
INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION TO BE ALWWED,
HEXAGON NOTES:
e
e
e
e
REVOVE '80' + / - OF EXISTING CURB AND LANDSCAPING AND PREPARE
AREA TO RECIEVE NEW PAVING_
REVOVE 65' + / - OF EXISTING CONCRETE MASONRY WALL AND PREPARE
AREA TO RECIEVE NEW PAVING_
REVOVE 98' + /- OF EXISTING CURB AND LANDSCAPING AND PREPARE
AREA TO RECIEVE NEW PAVING AND LANDSCAPING.
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EXISTING BUILDING TO BE REMODELED TO
PROPOSED DOUGHNUT SHOP FACILITIES
TYPE IV UNPROTECTED NOT SPRINKLERED
GROUP "B" OCCUPANCY- BUSINESS
MAXIMUM HEIGHT 18'
FINISHED FLOOR ELEVATION 70.07'
4500 S.F.
40 SEA TS
REVOVE 260 + / - SOUARE YARDS OF EX'STING PAVING AND LANDSCAPING
AND PREPARE AREA TO RECIEVE NEW PAVING AND LANDSCAPING.
GENERAL SITE NOTE:
A.) IN AREAS WHERE FILL MATERIAL IS REQUIRED, THE EXISTING VEGETATION AND ROOTS
SHALL BE REMOVED PRIOR TO PLACING ANY FILL MATERIAL. THE FILL SHALL BE PLACED IN
UFTS NO GREATER THAN 12" AS MEASURED LOOSE, AND COMPACTED TO A UNIFORM DENSITY
ASTM D698, THE MATERIAL SHALL BE COMPACTED AT A MOISTURE CONTENT PERMI1TING THE
SPECIFIED COMPACTION. THE FILL SHALL BE TESTED BY AN INDEPENDENT TESTING LABORA-
TORY AND THE RESULTS SUPPUED TO THE ENGINEER_
B.) LEGAL SURVEYS DESCRIPTION. EASEMENTS, BOUNDARIES, TOPOGRAPHIC CONTOURS, CROSS
SECTIONS, EXISTING STREET RIGHT-OF-WAY AND EXISTING IMPROVEMENTS HAVE BEEN
FURNISHED TO THE ENGINEER BY OTHERS AND THE ENGINEER ASSUMES NO RESPONSIBIUTY
FOR THEIR CORRECTNESS OR ACCURACY. THE ENGINEER'S WORK SHOWN ON PLAN HAS BEEN
PREPARED BASED UPON THE SURVEY INFORMATION PROVIDED BY OTHER'S,
C.) WCATIONS OF ALL EXISTING UTIUTIES SHOWN ON THE PLANS HA VE BEEN DETERMINED FROM
THE BEST INFORMATION AVAILABLE AND GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR THEIR ACCURACY. PRIOR TO ANY START OF
CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE
VARIOUS UTIUTIES TO MAKE NECESSARY ARRANGEMENTS FOR ANY REWCATION OF THE UTIU-
TIES, ALL UTIUTIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE
REWCATED BY THE RESPECTIVE UTIUTY COMPANY AND THE CONTRACTOR SHALL COOPERATE
WITH THEM DURING REWCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED THE
CONTRACTOR BY THE RELOCATION OF VARIOUS UTIUTIES SHALL BE INCIDENTAL TO THE CONTRACT
AND NO EXTRA COMPENSATION WILL BE ALLOWED.
D.) FWRIDA STATUTE 553.851 (1979) REQUIRES A MINIMUM OF (2) DAYS AND A MAXIMUM OF
(5) DAYS NOTICE PRIOR TO EXCAVATION. EFFECTIVE DECEMBER 1, 1993, A NEW TELEPHONE NUMBER
NUMBER. SUNSHINE STATE ONE CALL OF FWRIDA, 1-800-432-4770, TO WCATE UNDERGROUND
PUPUC UTIUTIES BEFORE ANY EXCA VATION BEGINS.
E.) THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK PRIOR TO TURNING IN BID AND EXAMINE
THE THE PREMISES SO AS TO FULLY UNDERSTAND ALL OF THE EXISTING CONDITIONS RELATED
TO THE WORK NO INCREASE IN COST OR EXTENSION OF PERFORMANCE TIME WILL BE CONSIDERED
FOR FAILURE TO KNOW ITS CONDITIONS
F.) ALL WORK TO BE ACCOMPUSHED IN ACCORDANCE WITH THE LATEST EDITION OF STANDARD
BUILDING CODE AND ALL WCAL CODES AND REGULATIONS,
G.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO PERFORM ALL NECESSARY CONSTRUCTION
STAKING REQUIRED TO INSTALL THE IMPROVEMENTS NOTED ON THESE DRAWINGS. THE ENGINEER
SHALL BE CONSULTED TO MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS,
HOWEVER, THIS IN NO WAY REUEVES THE CONTRACTOR OF HIS RESPONSIBIliTY FOR CONSTRUCTING
THE PROJECT TO ACCOMPUSH THE INTENT OF THE PLANS.
EXISTING TREE LEGEND:
ONL Y TREES OF 4" OR GREATER CALIPER (D.B_H.) ARE SHOWN
*2" PALM
$ OAK
(Q) TWIN OAK
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BUILDING HEIGHT =
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MILLS and ASSOCIA TES, INC.
CONSUL T/NG ENGINEERS & LAND SURVEYORS
3242 HENDERSON BLVD.'SUITE 300
TAMPA, FLORIDA 33609-3056
TELEPHONE: (813) 876-5869
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FOR
LEGAL DESCRIPTION:
LOT 20, LOT 21, LOT 22, BLOCK 34, of OAKFORD, a Subdivision of the N.W.
the West 1/2 of the N.E. 1/4 of Section 22, Township 29 South, Range 18
as recorded Qn Plat Book 5, Page 66, of the Public Records of
Hillsborough County, Florida.
1/4 and
East,
NOTES:
1, LEGAL DESCRIPTION PROVIDED BY OTHERS.
2, PER THE NATIONAL FLOOD INSURANCE RATE MAP, HILLSBOROUGH COUNTY, FLORIDA,
COMMUNITY PANEL # 120114 0023 C, MAP REVISED: SEPTEMBER 30, 1982. THE
SUBJECT PROPERTY LIES WITHIN FLOOD ZONE: .. C".
J
20'
I
+214
LEGEND
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
DIRECTION OF FLOW
PROPOSED HEDGE
PROPOSED TREE
HANDICAPPED PARKING
22.11
~
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SITE
DATA
PROPOSED
OLD
PROPERTY
= 21,450.0 S.F.:I: PROPERTY
~ 21,450.0 S,f,.:t .
== 3.000.15 $.F.:t
BUILDING
PAVING
'" 14,752.60 S.F.:i:
.. 655.0 S.F.:i:
IMPERVIOUS TOTAL = 20,751.1 S,F.:t IMPERVIOUS TOTAL _ 18,407.75 S.F.:i:
GREEN SPACE
'" 698.9 S.F.:t
= 3.042.25 S.F-*
GREEN SPACE
PRO-I:CT
....T.
2.,3
DR....N BY' JAG
DSGN BY. LCAI.
CHKD BY. L,CAI.
DA TE 4/25/96
DATE
DATE
SITE PLAN
KRISPY KREME DOUGHNUTS
~.~
96~.ol6
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SCALE. 1 = 1
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LA~ENCE E. MILLS
P,E, NO 22324 - P.l.S_ NO. 3141
STATE Of FLORIDA
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823 N. Thoi'ntott Ave
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Ph: (.,407) 894-0691
Fax: (407) 89.4-3693
NOTE: ALL DIRECTIONAL ARROWS ARE FOR
INFORMA TION ONLY AND ARE NOT TO BE PAINTED.
THE ONLY PAINTING PROPOSED ARE THE PARKING
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PROPOSED ENCLOSED DUMPSTER LOCATION
CONSTRUCT 10'x 20'x S' THICK, CoNC. <3000 PSI)
DUMPSTER PAD 'viI ID'x 10'x 6' HIGH MASONRY 'viALL
ENCLOSURE 'vi l'vIOOD S'vIING GATES. MASONRY WALL
FINISH TO BE COMPATIBLE 'viI BUILDING FINISH.
I PROPOSED GREASE TRAP
INSTALL 1-1/2' RPBFP AND 50 L.F.
1-112' PVC (SCH 40) 'vIATER LlNf,
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PER CITY OF WINTER PARI<
PER F.D.O. T.
BY DA TE
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RETENTIDN P~D 12
311 SIDE SLOPES
TOB ELEV.- 95.30 AREA- 27')(105'
DHIJ ELEV.-"-GO AREA- 24')(102'
DLIJ ELEV.- 94.60 AREA- 21.6')(99.6
IOTT. ELEV.- 9300 AREA- 12')(90'
CONSTRUCT CCNC. SPILLIJAY IJI
ENERGY DISSIPATER. (TYP.)
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3,535 SQUARE FEET
BUILDING HEIGHT = 16.00'
FINISH FLOOR ELEV_ = 96,50
ROOF RUN-OFF TO BE DIRECTED TO SOUTH
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LEGAL DESCRIPTION'
LOTS L 2, 3 AND 4, BLOCK A, HARPER PLACE, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK N, PAGE 57, PUBLIC RECORDS OF
ORANGE COUNTY, FLORIDA.
AND
BEGIN AT THE SOUTHEAST CORNER OF LOT 3, HENLEL'S ADDITION TO WINTER
PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK F,
PAGE 1, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, RUN WEST 150 FEET,
NORTH 52 FEET, EAST 150 FEET, SOUTH 52 FEET TO THE POINT OF BEGINNING,
LESS THE EAST 10,8 FEET THEREOf" DEEDED TO THE STATE OF FLORIDA FOR
THE RIGHT OF WAY, AND ALSO LESS THE PROPERTY CONVEYED TO THE STATE
OF FLORIDA FOR ROAD RIGHT OF WAY IN AND BY VIRTUE OF THAT CERTAIN
DEED FROM SUSAN HARRISE TURNER, lOINED BY HER HUSBAND HOLLIS W, TURNER
TO THE STATE OF FLORIDA DATED AUGUST 21, 1969 IN O,R, BOOK 1757, PAGE 9.4,
PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. .
CONTAINS 0,80 ACRES :!:
PROPERTY IS ZONED C-3
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ERCP . O.42X IJ /M.E.S. I
POND. INV. ELEV.-93.00
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~ - PROPERTY LINE. MATCH PRlJPDSED
~ PAVING IJITH EXISTING ELEV'S.
u
91
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SEE SHEET 2 OF' 5
CONNECTION DETAILS,
L REPLACEMENT L ~O
F'OR DRIVE~ A Y
SIDE~ALK REMOVAL
RK IN R/V.
'./o~1
PRDPIlSED TYPE 'C' INLET
_ TOP ELEV.- 95.60
INV. ELEV.-93.30
- BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAP COMMUNITY
NO. 120188, PANEL NO, 0005-C DATED 2-4-83, THE ABOVE DESCRIBED IS NOT
WITHIN A SPECIAL FLOOD HAZARD AREA. ZONE 'C'.
Elevu tlons shown hereon ure bused on orunge County Bench
Murk No, L-242-003, Elevutlon = 93,402' N.G.V.D.
.."
Mills 8. Assoclu tes, Inc. Mukes no representu tlons or guurun-
tees pertulnlng to euseMents, rights of wuy, set back lines,
reservutlons, agreeMents and other SiMilar Matters.
PROPOSED 3' IJIDEI 4' THICI<
CONCRETE SIDEIJALK.
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PROPOSED SITE DATA:
OVERALL SITE = 35,015 SF,
BUILDING AREA = 3,535 S.F, I 10.10%
PAVING/ CONC. = 19,189 S.F. / 54.80%
OPEN AREA = 12,291 SF. I 35.10%
~-
~ INSTALL 72 L.r. 12')( 18'
~ ERCP I 0.42X IJ IM.E.S. I
POND. INV. ELEV.-93.00
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DNPT tllnH(IlST . "52
lNVOT SD.IT~1' . M.5i
rurw lS TO TNt VEST
INSTALL 30 LT. TRENCH DRAIN~
PER DETAIL
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LEGEND:
ExISTING SE..,ER LATERA
.
CllNSTRUCT CCNC. SPILLIJAY IJI
ENERGY DISSIPATER. (TYP.)
PROPOSED
SIGN
l - EXISTING GRADE
~ - PROPOSED GRADE
'^' - - PROPOSED DRAINAGE FLOW
o - UTILITY POLE
RETENTION POND 11
311 SIDE SLOPES
TOB ELEV.- 95.30 AREA- 19')(115'
DHIJ ELEV.- 93.00 AREA- 16')(112'
DL IJ ELEV." 94.60 AREA" 13.6')(109.6'
BOTT, ELEV," 9300 AREA" 4')(100'
PRIJPDSED TYPE 'c' INLET
(BUBLER)
TOP ELEV... 94.60
INV. ELEV.-92.oo
PROPOSED UNDERGROUND ,
ELECTRIC CONDUIT
PROPOSED TYPE 'c' INLET
CONTROL STRUCTURE
TOP ELEV.- 95.00
IJEIR ELEV." 94.60
INV. ELEV.-92.00
(SEE DETAIL)
-'
INSTALL 8 L.r, lS'
RCP I O.OX
JIIO'
FOR
MILLS and ASSOCIA TES, INC.
CONSUL TING ENGINEERS & LAND SURVEYORS
3242 HENDERSON BOULEVARD · SUITE 300
TAMPA, FLORIDA 33609-3056
TELEPHONE: (81.3) 876-5869
NOm CONTRACTOR TO ERECT SILT SCREEN AROUND
ENTIRE PROPERTY BOUNDARY PRIOR TO THE START
[If' THE DEMlJLITION IJf EXISTING STRUCTURES AND
PA VEMENT ON SITE. THE SILT SCREEN SHALL REMAIN
IN PLACE THE DURATION ON CONSTRUCTION.
NOTE TO CONTRACTtIR:
CONTRACTOR TO CAU SIINSHINE STA TE ONe -CAU OF FLORIOA
AT '-lJ(J()-oI.J2-~71rJ A -.., OF 2 DA~ /lIERJRE EX04 VA mw.
PROJECT
SHEET
DRWN BY: MAW
DSGN 8Y: MAW
KR/SPY KREME
DOUCHNU TS
103! SOU TH ORLANDO A VENUE
WINTER PARK, FLORIDA 32789
SITE PLAN
98-014
KR/SPY KREME DOUGHNUT CORPORA T/ON
370 KNOLL WOOD STREET, SUITE 500
WINSTON-SALEM. NC. 27730
TELEPHONE: (9/0) 733-3705
DATE 7-20-98
DA TE 7-20-98
DATE7-21-98
.7 __.....~~* ("' lIn~d W2t/fiil
. LA NCE C ...US
P.Eo NO. 22324 - E.8. NO. 3860
STATE OF FlORIDA
1 OF 5
LEM
CHKD BY:
.. 20.
SCALE: 1 =
JOB NO_
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NO OUT-FALL
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EXISTING BUILDING TO BE REMODEL
PROPOSED DOUGHNUT SHOP FACILlTIE
TYPE IV UNPROTECTED NOT SPRINKLERED
GROUP ''8" OCCUPANCY- BUSINESS
MAXIMUM HEIGHT 18'
FINISHED FLOOR ELEVATION 70.07'
4500 SF.
40 SEA TS
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SR. 60
60' ~
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0' 15' 30'
~ I
SCALE 1" = 20'
OCCUPANCY CLASSIFICATION / AREA TABULATION
BUSINESS OCCUPANCY
SALES AREA AND SEATING
BAKERY
roTAL REMODELED BUlLDING
5
f..,.....!,'./ T
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A':~;~"f:
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18
24' MIN.-J
AISLE
T
c.IJs..... .
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1600 SQUARE FEET
2900 SQUARE FEET
4500 SQUARE FEET
TABLE 500 SBCCI 99 COMPUANCE
AREA
NUMBER OF SroRIES
HEIGHT
PROPOSED
4500 S.F.
1
18 FEET
AIliJ'/fED
17000 S. F.
2
55 FEET
DRAINAGE CALCULATIONS
EX/STING DEVEWPMENT
13000 S_F.
2500 S. F.
4500 S.F.
29000 S.F
O.K.
O.K.
O.K.
SITE DATk
roTAL LAND AREA: 49000 SQUARE FEET=U25 ACRES
NUMBER OF UNITS: ONE ONLY
GROSS FLOOR AREA: BUSINESS OCCUPANCY 4500 SQUARE FEET
roTAL PA VED AREA: 29500 SQUARE FEET
lS.R.= 0.71
F.A_R.= 0.092
GREEN
POND
BUlLDING
PA VING
PROPOSED DEVEWPMENT
13000 SF.
2500 S_F.
4500 S. F.
29000 S.F.
RV){. -'.
./' ,j
~ '.,.-
. .
,
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DIFFERENCE IN IMPERVIOUS
S i I Cf "J ~~ S '":?>f'J--(.Q
51 UARE FEET
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CONSTRUCTION HEXAGON NOTES:
8
INSTALL 95 +/- S~UARE YARDS OF ASPHALTIC CONCRETE PAVING.
PATCH, REPAIR AND BLEND INTO EXISTING PAVING TO REMAIN SO AS
TO PROVIDE REASONABLE ASTHETICS AND POSITIVE DRAINAGE.
INSTALL 285' +/- OF NEW UPRIGHT CURB TO MATCH EXISTING
SAW-CUT, REPAIR AND BLEND INTO EXISTING CURBING TO REMAIN
SO AS TO PROVIDE REASONABLE ASTHETICS_
INSTALL 164 +/- S~UARE YARDS OF CONCRETE PAVING. SAW-CUT
PATCH, REPAIR AND BLEND INTO EXISTING PAVING TO REMAIN SO AS
TO PROVIDE REASONABLE ASTHETICS AND POSITIVE DRAINAGE.
STRIPE AND MARK APPROPRIATELY (17) NEW 9'X19' STANDARD PARKING SPACES_
INSTALL 92' +/- OF NEW UPRIGHT CURB TO MATCH EXISTING
SAW-CUT, REPAIR AND BLEND INTO EXISTING CURBING TO REMAIN
SO AS TO PROVIDE REASONABLE ASTHETICS.
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STRIPE AND MARK APPROPRIATELY (8) NEW 9'X19' STANDARD PARKING SPACES.
STRIPE AND MARK APPROPRIATELY (8) NEW 9'X19' STANDARD PARKING SPACES.
STRIPE AND MARK APPROPRIATELY (7) NEW 9'X19' STANDARD PARKING SPACES.
STRIPE AND MARK APPROPRIATELY (2) NEW 9'X19' STANDARD PARKING SPACES.
STRIPE AND MARK APPROPRIATELY (6) NEW 9'X19' STANDARD PARKING SPACES_
;",< i:',",
};'t;;",';i
STRIPE AND MARK APPROPRIATELY (2) NEW 12'X19' HANDICAPPED PARKING SPACES.
CONSTRUCT NEW DUMPSfER ENCLOSURE. SEE DRAWINGS.
TWO SIDED. ILLUMINATED 'LOGO" SIGNAGE UTILIZING EXISTING BASE AS FEASIBLE.
TWO SIDED, ILLUMINATED "ENTER" SIGNAGE WITH DIRECTIONAL ARROW.
PROVIDE APPROPRIATE PAINTED DIRECTIONAL ARROW ON PAVEMENT AS WELL
TWO SIDED, ILLUMINATED "EXIT" SIGNAGE WITH DIRECTIONAL ARROW.
PROVIDE APPROPRIATE PAINTED DIRECTIONAL ARROW ON PAVEMENT AS WELL.
TWO SIDED, ILLUMINATED "EXIT ONLY" SIGNAGE WITH DIRECTIONAL ARROW_
PROVIDE APPROPRIATE PANTED DIRECTIONAL ARROW ON PAVEMENT AS WELL_
STRIPE AND MARK APPROPRIATELY A 10' WIDE DRIVE-THRU LANE
WITH 160' MINIMUM STAC~ING (EIGHT VEHICLES)
12' X 60' DESIGNATED LCADING AREA.
STRIPE AND MARK APPROPRIATELY A 12' MINIMUM WIDTH THROUGH TRAFFIC LANE.
EXISTING OUTDOOR AREA LIGHT FIXTURE TO REMAIN_ TYPICAL FOR (7) LOCATIONS
SEE GENERAL SITE NOTE 'M".
'"
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EXISTING PA VlNO TO REMAIN
SAW-CUT AT TIE-IN. COAT
ENTIRE (EXISTlNO ANO NEW)
WITH APPROVCO PA VCMENT
SEALER.
6")(18" MINIMUM UPRIGHT CURB
MA TCH EXISTlNO BA TTER ANO
CORNER RAOIUS.
1" TYPE S-I ASPHALT
SIIRfACE COURSE.
SLOPE &- FLOWLINE VARIES PER PLAN
(MIN. 0.5 K.J -N,-
SOO ANO REPAIR ALL
AREAS WHERE EXISTlNO
EARTH IS OISTURBEO
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tr CRUSHEO CONCRETE BASE COMPACT EO
(98Jl, T-18C)
TACK COA T.
EXISTlNO SUBORAOE COMPACTEO TO 98 X MOOIFlEO
PROCTOR. (98 X MAX. OENSlTY PER AASHTO T 180.)
NOTE: COMPACTION REOUIREO IINOER CURBS
o
ASPHAL r PA VlNC SECTION DETAIL
Mr.S.
T
PAVING NOTES:
1. All paving shall conform to Florida Department of Transportation
Standard Specifications for Road and Bridge Construction, latest edition
and Geotechnical Engineers report recomendations.
2. Blend and match new asphalt paving areas to form a smooth transition
with existing paving areas.
3. Contractor to coordinate density inspections and testing of subgrade and
base with Owner.
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12"
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PfR FOOT INDEX '7355
PARKING BY
DISABLED
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LETTERS
V<RlFY CURR<NT FINE ""DUNT
WITH LOCAL GOVT. ATHOR/TY
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F.S.318.14
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LETTERS
BLACK
BDRDE:R ...
LUTCRS
FTP - 55
PER FOOT INDEX '7355
SIGNAGE DETAIL
2"
STRIPE
DET AIL
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PARKING DATA:
REQUlRED PARK/NG - (AT vAR/kNCE //Et;/UESTED) 10 SPACES
1000 SF. OF BUlLDING
4500 S.F. X 10 SPACES / 1iSF= 45 SPACES
( INCLUDES 1 HANDICAP SPACE PER 25 SPACES )
PARK/NG PROVIDED - 9' x 18' REGULAR 48 SPACES
12' x 18' HANDICAP = 2 SPACE
roTAL PARK/NG PROVIDED = (00-) SPACES
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SURVEY BAC~GR:OUND LEGEND:
1~.YiY NQTES:
, '8Q~""t)' ~urv.y infqrmQtion was prQvidtd py pthtrs wittlout the ben,...
, " Q" Q,.trpct of titll', therefore. th.r. mQ~ b. other ~qsery1.ntl.
'.p'-WQ~. I,tbqck Iin.s, agnllemen\.. r",NQtions, re'~rlctlon" qr
1f,,"'AI' m,tt'r' {)f public recqrd. not g,pllt.d on t~I' ,urvey.
I) NQ UNCERGROUND UTI~ITIES ARE LOCATED AT THIS TIME
i~ "i"AL Di:5CRIPTION fURNISH~D BY C~liNT
A · ARC L,t:NGTH
(C)-~AL~UL.TEQ
CB ... CIojORq BEARING
got- CHQRD DISTANCE
C.L.F'.-CHAlN U~IC FENCE
c.,. . ~CRETt "QNU~ENT
CONC. .' CONCRt:TE
C$W ~CON~TE' SlOEWAU<
~.DE:E:D
(f) . FI~ ..t~SUREO
F'NO - F'OUND
I.P. . IRON 'PIPF;
. ,'., fWltr(l(;tc:tr .qIIIJS, QPpropriQt. mNfW'f to pr,v,nt
, P* fR' tfQ(ltpc:trt ()I $"ttm,nt t() *"fqc. drQ/n$, '!fI,
rtIf.tflt: .nQ/l u,. QIId mfJirltaln /fay IJa/f, tPJd/or $ilt barri"s,
W .. QII; flf n,,~,Q/'~ to mll/gatf arMrf' Itnpq~t, to ul,tlng
..,. "If( ~(J//ty. Stab/lll, .tufbld tIf'f6 ,ltII wat"..d ~
I .. (If"ofI. QI '.fluI(<<I.. .
UT1l.ITlf;!l OilRI~ .
SEWER: CIlY OF' ~I.EAlJWATP
1EL&PHQt.IE: VERIZON
ELECTRICI1Y: ~ ~jt ,
:r= tV'" ljWItWATP
. . ~ I , , .. :'
.
---.- -----..----..
"
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HEXAq.ON NOTES:
to'i' ,;' 110' +/- 01 llllSTIHO CURl ~ LANDSCN'IHO IMD PIlIPME
~ ~ TO lIICIM NEW M1Nq.
@' P' +/- OIllClSTIN4 COIplm: ~ WALL IMD ...._
Mfto TO llIQN Ip rMl~
~ - II' +/- OIIIlISTINr; CURl Atlll LNIIlSCAPIHO NID I'ltlPME
'0 MIA TO MC&\C ~ I'eIMNq AfIQ ~~~. .
~ 2101+/- ~_~ 01 IXlSTlNO P~ oWl ~
'VI ........., TO ,..... HEW MM AND LANOliCI'."'IIID.
~ 1\1MCN" .' ~ OF 1"'ST'lNtr c:.~1>> NooID
'VI ~f'lt..lGo No!Q ~~E. H u-. FCf-.
"'..... ~....~'~lL ...~NJ A'~L&
@ ~~L WCD ,AND f"tI.UW..L .~,~^ ~
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@l ~.. eas' 'Y- 0" ~ \",.uJG CUfl.& ~p
, ~ p:&. ~ew _ c:M~ ~&\.\$,
VICINITY MAP
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GULf-lO-BAY
,
10
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A) IN ~ JfIII:U 1'/U 1Li'l'6RIAL IS R&qV~ 'I'Nl: IJXlS'l'lH(J l'miTA270N AND ROQ'l'S
~ NI ~vm S:=" ~ PUCIN(JAJIY ~2alAl.' r:r~1it.p. ~
=.. rHl"IIAD~!fllfu ~"'=ACiD ArfD.J'O~~ co. A 1'. ~iij.
BPIJCII'S C9J11'ACfIOII., nu SII.tU . lltmw ''1 AT- r&S'JlM; &t-
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a) UJQAJ. .9VRVIYB ~= ~ .~fOPOQRAPHIC ~u" C~
8GTIOJII. 6JDS't/NfJ rJJnl-DI'-r.y AND UlPIDV,JIIINfJ ItAVW BUN
D,.". .)1 0ffIUf ~ 80- AIIWJIa ~ UIJFIOII8JJJ/LI
lOR DR ACCURACY. IIUU' SHOD 011 PIMI
P.af. UIaI_luam'.~=r;.L.a ''1''='~ lip If"N
C.) UJCAffOlfS or AU BIBfIN(J Sllf)JfN ON 'ID Pl.ANS IlAVI' ~ = FRaN
fD .., ~ 'II A~ ~ fllVI'Nl'DR fD == fD C7UR
fD EJ! Nt) ~R ~ CURACY. P. 'II ft) 4NY Pi;
CONlm . rr .. fJ'f Jf!I!JJ'A...f!9.!'I ft) M)27J
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",. ftII pn~ 10 AI ~ 'I ~D AU. or fU UI,9fDIQ C()IIl)lJ'IDN6 R4U1'ID
ft) I'D IIO~ . INC... JNNJ::, DR ~ qr PpIQ!'u.."".. 'IIIq "".,. .. ~rpa4l'
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HD IN Ir. Y ". co-.. or .. Ifm COIfS'J'RlJC'l'I/iQ
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D/llIJCf'D IV rs. I~ ~ BY 'r.lJ '8.AJ41 cqNm'AJlCI3 _ ... CVRREJm.Y IN EXlSTAJlC&
l) PIlIOR ft) ~AKf or A1fY CONSfRVCflON fill C~C'J'QR SfWJ. VD1I'Y AU. __ AND rArER rAP
II(VJ:Rf'S AND lI)CAfJO'" AND ~ 4NY D/SCfW'4NC/IS ft) 5E ~IN_ mJfJlAflON
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CASE TYPE c-
, (iDTE: DRC DATE "I-fI1
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INTI CCMlUTIfJN Of ~CT. ' SIGNATURE
f k~ t DATE ; ,'}J...
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