301 Towne Center Blvd - 96-001910 (BURGER KING) (SIGN) (A)\50 C-ouauu
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CONTRACTOR n, ac /� �a-,�tr
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PHONE # G47 d3 P
LOCATION %-CS7JAL &Iy .l.
OWNER ) `x'11 /Yl
ADDRESS
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6� X,91PLUMBING CONTRACTOR [/ f NAi5V1-0a,
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(OELECTRICAL CONTRACTOR J I iGc)n
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MECHANICAL CONTRACTOR C ✓���'
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO,
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCHITECTURAL APPROVAL DATE:
DATE
GCF
PERMIT. # qC) -/ q 10
JOB (_� r_ / 6Tn&x-
COST
FEE $
STATE NO. C QL�37L�j
FEE $ I/273
FEE $1 (00
FEE $2'0®
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SUBDIVISION: P-!IATTE
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
IN
( INSPECTIONS
i TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
Q(o-,3oa�-Cama (s
CERTIFICATE OF OCCUPANCY
ISSUED # DATE: _
FINAL DATE
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DRAWING NO.
GENERAL NOTES
1.
CONTRACTOR SHALL PROVIDE ALL NECESSARY SIGNS, BARRIERS, LABOR, EQUIPMENT,
@
MATCH 'TOP OF �--
ETC., TO MAINTAIN A SAFE AND ADEQUATE FLOW OF PEDESTRIAN AND VEHICULAR
POST.
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TRAFFIC ALONG ROADWAYS AND INTO AND OUT OF SITE AND BUILDINGS FOR THE
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DURATION OF THE CONSTRUCTION.
2.
CONTRACTOR SHALL PROVIDE ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL
POST 0 0
BUILDINGS, DURING CONSTRUCTION.
-
3,
'SURVEY DATUM, BASED ON NGVD DATUM AS PROVIDED BY TINKLEPAUGH SURVEYING
1 l
SERVICES, INC`.
4.
THE `CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY
,s
WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE
j
' (SHED R BY SUBCONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND.
FU N
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OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THEEISTING TING SITE OR,-
EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEpEAFTER.:•
EXPANSION JOINT
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5.
UNLESS OTHERWISE NOTED, CONTRACTOR TO CLEAR ANDj GRUB ENTIRE SITE OF ALL
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VEGETATION, CONCRETE SLABS AND FOUNDATIONS, PAVEMENT, FENCES, LIGHT POLES,
C�JV�°1
CON C.
ETC. AND PROPERLY DISPOSE OF OFF SITE. ANY EXISTING UTILITY SERVICES SHALL BE
MIN.
PROPERLY DISCONNECTED, PLUGGED, REMOVED OR ABANDONED.
6" THICK 3000 PSI CONCRETE WITH
6.
ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE ' BUILDING CODES AND LOCAL
TRANSPORTATION SPECIFICATIONS.
6 X 6 X 10 WIRE MESH
RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR
*INSIDE DIMENSION OF ENCLOSURE
REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
Front _ 5 -Rear 5 FT
7.
THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES, OR
'
OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING
: SEVEN (7) DAYS A WEEK
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ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO
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THE ATTENTION OF THE ENGINEER. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST
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BE APPROVED BY THE ENGINEER AND OWNER.
Total gross Site Area 0.68 Acres
PLANS GOVERNING CONSTRUCTION OF THE PROJECT.
Impervious Area 052 Acres
8.
CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS
AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND ENGINEER ACCEPT NO
RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL
RECOMMENDATIONS. CONTACT -OWNER FOR INSTRUCTIONS PRIOR TO THE
CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT
DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND
LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE
CONSTRUCTION. IF THEY DIFFER .FROM THOSE SHOWN ON 'THE DRAWINGS, THE
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO THAT MODIFICATIONS CAN
BE MADE BEFORE PROCEEDING WITH 'THE WORK.
9.
DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT
INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ENGINEER AND OWNER ANY
SUCH DISCREPANCIES PRIOR TO COMMENCING WORK.
10.
PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO
GEOMETRY NOTES
I. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION
OF THESE PLANS WAS PROVIDED BY (TINKLEPAUGH SURVEYING SERVICES, INC,). IVEY,
HARRIS & WALLS, INC. DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS OF THIS DATA.
2, THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL
CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF 'THE CONDITION IN
WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES.
3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF
CURB, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA
PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND
CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL
AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS.
5. BUILDING TIES ARE TO THE OUTSIDE FACE.
6. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS -BUILT" PIANS ON-SITE AND SUBMIT
THESE PLANS TO 'THE ENGINEER -OF -RECORD UPON COMPLETION.
7. TRAFFIC SIGHTED MARKINGS
A. ALL DRIVEWAYS EXISTING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A
TRAFFIC CONTROL DEVICE (30•' STOP SIGN" MOUNTED 7' ABOVE THE PEDESTRIAN
VEHICLE TRAVELWAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT
THE SITE AS NECESSARY FOR SAFETY.
B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7')
AS OUTLINED IN THE " MUTCD."
C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5):
1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE (DIRECTIONAL
ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES.
D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE
REGULATION HANDICAP SIGN AND ONE BLUE PAVEMENT MARKING SYMBOLS PER
SPACE AND BLUE PARKING SPACE LINE ON EACH SIDE OF PARKING SPACE.
E. A 24'• STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN
CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8.
F. ARROWS AND DIVIDING LINES IN CONFORMANCE WITH FDOT #17346, DRAWING I OF 8.
DEMOLITION NOTES
I. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO
COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND
UTILITIES PRIOR TO EXCAVATION. SEE GENERAL NOTE #10 FOR THE UTILITY COMPANIES
TO BE CONTACTED.
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND
BUILDINGS. THAT ARE SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH,
EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER
STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS.
3. MINIMUM DEPTH OF REMOVAL SHALL BE (2) 'FOOT BELOW SUBGRADE IN ROADWAY
AREAS AND (2) FOOT BELOW FINISHED GRADE ELSEWHERE. WHERE EXISTING BUILDINGS
ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES
ARE TO BE REMOVED. 'THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL
WASTE MATERIAL.
4. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED BY CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY.
Cross Site Area 0.68 AC
Less Impervious Area 0.52 AC
Total Open Area 0.16 AC
24% Open Space (0.68 / 0.16 - 0.24)
LST Lr.� CU3 U M @ 11
Maximum Coustomer Seating Capcity 80 Seats
17-73 r-71
LP LS
Not less than 2,000 QPM at 20 PSI
O
C D
P&MIZD&V&
Restaurant Required 0,4 Spaces per seat
(based on maximum coustomer seating capcity).
80 seats x 0.4 - 32 Spaces Required
Parking Spaces Provided (on she): 25 Spaces
Parking Spaces Provided (off site): 7 Spaces
Total Parking Spaces Provided: 32 Spaces
Includes 3 Handicap Parking Spaces
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Existing trees on site are to remain or be relocated
C�QaD LP GOaGCPU
Landscaping and Bufferirg shall be as provided for in City of
Sanford Code (pertaining to landscaping of paved surface
areas) and for commercial type land use.
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One Free Standing, Detached sign
Max Height 25 F'
Max Area of 50 SO IFT
" !JULgVLla� Ln 6 k�.lIJ '
Maxim BuMN Height shall be 35 FT
L1@@ L1 l9&[2 FI@OV P Lnh aIN
100 yr. Flood Plaln Elevation established at 30.0
RED BA(XGROUND
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30" HIGH INTENSITY STOP SIGN
PER MUTCD 2B-4 (R1-1)
11
EXPANSION
JOINT
6' CONC MEDIAN
ASPHALT PAVEMENT
G SITE BENCHMARK
SQUARE CUT IN CONCRETE
WALK, ELEVATION -.35.61
TOP OF SIGN TO
@
MATCH 'TOP OF �--
®
POST.
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BY THE CONTRACTOR:
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GALV. C
SIGN
CITY OF SANFORD - WATER, WASTEWATER AND RECLAIMED `NATER
POST 0 0
SOUTHERN BELL TELEPHONE
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REFERUSE CONTAINERS
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0
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SIDE �
CONCRETE, 4 REQUIRED (TYP)
0
THE CONVENIENCE OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO
Retail Cot nercial (Restaurant)
RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO
EXPANSION JOINT
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THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING
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CON C.
BASE
MIN.
SIGNAGE TO CONFORM TO
6" THICK 3000 PSI CONCRETE WITH
FLORIDA DEPARTMENT OF
TO T BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED C THE PLANS. THE
COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND
TRANSPORTATION SPECIFICATIONS.
GEOMETRY NOTES
I. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION
OF THESE PLANS WAS PROVIDED BY (TINKLEPAUGH SURVEYING SERVICES, INC,). IVEY,
HARRIS & WALLS, INC. DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS OF THIS DATA.
2, THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL
CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF 'THE CONDITION IN
WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES.
3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF
CURB, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA
PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND
CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL
AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS.
5. BUILDING TIES ARE TO THE OUTSIDE FACE.
6. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS -BUILT" PIANS ON-SITE AND SUBMIT
THESE PLANS TO 'THE ENGINEER -OF -RECORD UPON COMPLETION.
7. TRAFFIC SIGHTED MARKINGS
A. ALL DRIVEWAYS EXISTING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A
TRAFFIC CONTROL DEVICE (30•' STOP SIGN" MOUNTED 7' ABOVE THE PEDESTRIAN
VEHICLE TRAVELWAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT
THE SITE AS NECESSARY FOR SAFETY.
B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7')
AS OUTLINED IN THE " MUTCD."
C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5):
1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE (DIRECTIONAL
ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES.
D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE
REGULATION HANDICAP SIGN AND ONE BLUE PAVEMENT MARKING SYMBOLS PER
SPACE AND BLUE PARKING SPACE LINE ON EACH SIDE OF PARKING SPACE.
E. A 24'• STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN
CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8.
F. ARROWS AND DIVIDING LINES IN CONFORMANCE WITH FDOT #17346, DRAWING I OF 8.
DEMOLITION NOTES
I. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO
COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND
UTILITIES PRIOR TO EXCAVATION. SEE GENERAL NOTE #10 FOR THE UTILITY COMPANIES
TO BE CONTACTED.
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND
BUILDINGS. THAT ARE SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH,
EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER
STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS.
3. MINIMUM DEPTH OF REMOVAL SHALL BE (2) 'FOOT BELOW SUBGRADE IN ROADWAY
AREAS AND (2) FOOT BELOW FINISHED GRADE ELSEWHERE. WHERE EXISTING BUILDINGS
ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES
ARE TO BE REMOVED. 'THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL
WASTE MATERIAL.
4. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED BY CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY.
Cross Site Area 0.68 AC
Less Impervious Area 0.52 AC
Total Open Area 0.16 AC
24% Open Space (0.68 / 0.16 - 0.24)
LST Lr.� CU3 U M @ 11
Maximum Coustomer Seating Capcity 80 Seats
17-73 r-71
LP LS
Not less than 2,000 QPM at 20 PSI
O
C D
P&MIZD&V&
Restaurant Required 0,4 Spaces per seat
(based on maximum coustomer seating capcity).
80 seats x 0.4 - 32 Spaces Required
Parking Spaces Provided (on she): 25 Spaces
Parking Spaces Provided (off site): 7 Spaces
Total Parking Spaces Provided: 32 Spaces
Includes 3 Handicap Parking Spaces
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Existing trees on site are to remain or be relocated
C�QaD LP GOaGCPU
Landscaping and Bufferirg shall be as provided for in City of
Sanford Code (pertaining to landscaping of paved surface
areas) and for commercial type land use.
L!'vJ a
One Free Standing, Detached sign
Max Height 25 F'
Max Area of 50 SO IFT
" !JULgVLla� Ln 6 k�.lIJ '
Maxim BuMN Height shall be 35 FT
L1@@ L1 l9&[2 FI@OV P Lnh aIN
100 yr. Flood Plaln Elevation established at 30.0
RED BA(XGROUND
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Va%[PV0@ qac arc � r
N. T. S.
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30" HIGH INTENSITY STOP SIGN
PER MUTCD 2B-4 (R1-1)
11
EXPANSION
JOINT
6' CONC MEDIAN
ASPHALT PAVEMENT
G SITE BENCHMARK
SQUARE CUT IN CONCRETE
WALK, ELEVATION -.35.61
COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND
@
UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED
.. f.
LOCKABLE GATES -MINIMUM
BY THE CONTRACTOR:
Gateway Plaza PO
FLORIDA POWER AND LIGHT CORPORATION
CITY OF SANFORD - WATER, WASTEWATER AND RECLAIMED `NATER
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SOUTHERN BELL TELEPHONE
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REFERUSE CONTAINERS
CABLEVISION OF CENTRAL FLORIDA
Vacant
FLORIDA PUBLIC UTILITIES - NATURAL GAS
11. THE LOCATIONS OF ALL EXISTING UTILITIES AND'STORM DRAINAGE SHOWN ON THE
CONCRETE, 4 REQUIRED (TYP)
PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR
THE CONVENIENCE OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO
Retail Cot nercial (Restaurant)
RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO
EXPANSION JOINT
MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH
Lo
THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING
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ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH
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PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS.
Front = FT from centerline _ Side 5 FT _ Rear 5 FT
12. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL
6" THICK 3000 PSI CONCRETE WITH
TO T BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED C THE PLANS. THE
COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND
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6 X 6 X 10 WIRE MESH
NO EXTRA COMPENSATION WILL BE ALLOWED.
*INSIDE DIMENSION OF ENCLOSURE
Front _ 5 -Rear 5 FT
PROPOSED HOURS
13. THE PROJECT SPECIFICATIONS AND GENERAL CONDITIONS ARE TO BE FOLLOWED IN
'
ADDITION TO THESE PLANS.
: SEVEN (7) DAYS A WEEK
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14. SUBSURFACE INFORMATION SHOWN ON 'THESE DRAWINGS WAS OBTAINED FOR USE IN
�e LI11L.7lJ,1 r a ® 0 (�(�
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ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS
DMG�.IG°��4C Gni pQ®.
INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE
Total gross Site Area 0.68 Acres
PLANS GOVERNING CONSTRUCTION OF THE PROJECT.
Impervious Area 052 Acres
GEOMETRY NOTES
I. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION
OF THESE PLANS WAS PROVIDED BY (TINKLEPAUGH SURVEYING SERVICES, INC,). IVEY,
HARRIS & WALLS, INC. DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS OF THIS DATA.
2, THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL
CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF 'THE CONDITION IN
WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES.
3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF
CURB, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA
PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND
CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL
AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS.
5. BUILDING TIES ARE TO THE OUTSIDE FACE.
6. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS -BUILT" PIANS ON-SITE AND SUBMIT
THESE PLANS TO 'THE ENGINEER -OF -RECORD UPON COMPLETION.
7. TRAFFIC SIGHTED MARKINGS
A. ALL DRIVEWAYS EXISTING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A
TRAFFIC CONTROL DEVICE (30•' STOP SIGN" MOUNTED 7' ABOVE THE PEDESTRIAN
VEHICLE TRAVELWAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT
THE SITE AS NECESSARY FOR SAFETY.
B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7')
AS OUTLINED IN THE " MUTCD."
C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5):
1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE (DIRECTIONAL
ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES.
D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE
REGULATION HANDICAP SIGN AND ONE BLUE PAVEMENT MARKING SYMBOLS PER
SPACE AND BLUE PARKING SPACE LINE ON EACH SIDE OF PARKING SPACE.
E. A 24'• STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN
CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8.
F. ARROWS AND DIVIDING LINES IN CONFORMANCE WITH FDOT #17346, DRAWING I OF 8.
DEMOLITION NOTES
I. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO
COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND
UTILITIES PRIOR TO EXCAVATION. SEE GENERAL NOTE #10 FOR THE UTILITY COMPANIES
TO BE CONTACTED.
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND
BUILDINGS. THAT ARE SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH,
EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER
STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS.
3. MINIMUM DEPTH OF REMOVAL SHALL BE (2) 'FOOT BELOW SUBGRADE IN ROADWAY
AREAS AND (2) FOOT BELOW FINISHED GRADE ELSEWHERE. WHERE EXISTING BUILDINGS
ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES
ARE TO BE REMOVED. 'THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL
WASTE MATERIAL.
4. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED BY CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY.
Cross Site Area 0.68 AC
Less Impervious Area 0.52 AC
Total Open Area 0.16 AC
24% Open Space (0.68 / 0.16 - 0.24)
LST Lr.� CU3 U M @ 11
Maximum Coustomer Seating Capcity 80 Seats
17-73 r-71
LP LS
Not less than 2,000 QPM at 20 PSI
O
C D
P&MIZD&V&
Restaurant Required 0,4 Spaces per seat
(based on maximum coustomer seating capcity).
80 seats x 0.4 - 32 Spaces Required
Parking Spaces Provided (on she): 25 Spaces
Parking Spaces Provided (off site): 7 Spaces
Total Parking Spaces Provided: 32 Spaces
Includes 3 Handicap Parking Spaces
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Existing trees on site are to remain or be relocated
C�QaD LP GOaGCPU
Landscaping and Bufferirg shall be as provided for in City of
Sanford Code (pertaining to landscaping of paved surface
areas) and for commercial type land use.
L!'vJ a
One Free Standing, Detached sign
Max Height 25 F'
Max Area of 50 SO IFT
" !JULgVLla� Ln 6 k�.lIJ '
Maxim BuMN Height shall be 35 FT
L1@@ L1 l9&[2 FI@OV P Lnh aIN
100 yr. Flood Plaln Elevation established at 30.0
RED BA(XGROUND
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N. T. S.
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30" HIGH INTENSITY STOP SIGN
PER MUTCD 2B-4 (R1-1)
11
EXPANSION
JOINT
6' CONC MEDIAN
ASPHALT PAVEMENT
G SITE BENCHMARK
SQUARE CUT IN CONCRETE
WALK, ELEVATION -.35.61
CAS'i 5' CONC SWK
SCREEN REQUIRED WITH
.. f.
LOCKABLE GATES -MINIMUM
n
SWING 180'. TO A HIGHT
AB 6
DO NOT
ii
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6" PIPES FILLED WITH
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6" THICK 3000 PSI CONCRETE WITH
EDGE OF WATER
1-17-96
ELEVATION = 29.1
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TRA CT
L
RESERVED FOR
RETENTION
INGRESS -EGRESS,
DRAINAGE do UTILITIES
EXIST PVMT
N 00°1742"-W
N 00'20'55" W
RELOCATE EXIST TREE __._!
1 ob.V5
EXIST PVMT
TYP F CURB
N.T.S.
$�
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4-
100 FT. WIDE
y U FLORIDA POWER CORPORATION
s PAINTED EASEMENT O.R. BOOK 117, PAGE 324 >
10' X 1 •
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DESIGN: HDA
I m$
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rr%R SOLCHECKED: TJM
T CADD. 5060104
(5= -.106 NO SHEET
=�`° 806001
SCREEN REQUIRED WITH
LOCKABLE GATES -MINIMUM
SWING 180'. TO A HIGHT
OF 6' OR 6" HIGHER THAN
REFERUSE CONTAINERS
6" PIPES FILLED WITH
CONCRETE, 4 REQUIRED (TYP)
5°--0
EXPANSION JOINT
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6" THICK 3000 PSI CONCRETE WITH
6 X 6 X 10 WIRE MESH
*INSIDE DIMENSION OF ENCLOSURE
PROPOSED HOURS
OF RESTAURANT OPERATION
6 am TO 12 pm
: SEVEN (7) DAYS A WEEK
SERVICE DUMPSTER FROM SOUTH DRIVE
DMG�.IG°��4C Gni pQ®.
N.T.S.
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