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GENERAL NOTES
<br />1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929.
<br />2. HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER'S SURVEYOR. LAYOUT IS
<br />THE RESPONSIBILITY OF THE CONTRACTOR.
<br />3. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
<br />AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND
<br />APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
<br />4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE
<br />CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL
<br />UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL TRENCH EXCAVATION
<br />SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES
<br />ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE
<br />ALL SUCH DAMAGE.
<br />5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY
<br />REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF
<br />WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
<br />TO STARTING WORK.
<br />6. REFERENCE SHALL BE MADE TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR
<br />LOCATIONS, SIZE AND DETAILS OF ALL UTILITY SERVICES TO THE BUILDINGS.
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE COVERS,
<br />VALVE BOXES, BLOW -OFF RISERS. ETC. TO NEW ELEVATIONS, AS REQUIRED, WHETHER
<br />SPECIFICALLY SHOWN ON THESES DRAWINGS OR NOT.
<br />8. BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY LOUIS LEBRON, PSM,
<br />MIAMI, FLORIDA, DATED JANUARY 16, 2014.
<br />9. FEDERAL FLOOD ZONE INFORMATION; COMMUNITY NUMBER: 120688, PANEL NUMBER: 0153,
<br />SUFFIX: L. FLOOD ZONE: AE, ELEVATION: 7.00 FEET. DATED: 09/11/2009.
<br />STRIPING AND SIGNAGE NOTES
<br />1. ALL STRIPING IN RIGHT-OF-WAY AND ALL ON-SITE STOP BARS APPLIED TO ASPHALTIC PAVEMENT
<br />SHALL BE THERMOPLASTIC WITH A MIXTURE OF 50 PERCENT GLASS SPHERES AND 50 PERCENT
<br />SHARP SILICA SAND APPLIED AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FOOT SECTION 711.
<br />2. ALL ON-SITE STRIPING APPLIED TO CONCRETE PAVEMENT SHALL BE TRAFFIC PAINT IN ACCORDANCE
<br />WITH FOOT SECTION 917.
<br />3. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES", LATEST EDITION.
<br />4. SIGN POSTS SHALL BE STEEL CHANNEL IN ACCORDANCE WITH MIAMI-DADE COUNTY/CITY OF MIAMI
<br />PUBLIC WORKS DEPARTMENT/ FOOT STANDARDS AND SHALL BE BREAK -A -WAY.
<br />5. STOP SIGNS SHALL BE MOUNTED WITH 7' CLEAR FROM SIGN BOTTOM TO GRADE. WHERE INDICATED,
<br />ADDITIONAL SIGNAGE SHALL BE MOUNTED BELOW STOP SIGN.
<br />6. PROVIDE REFLECTIVE PAVEMENT MARKERS, AS REQUIRED BY MIAMI-DADE COUNTY/CIN OF SUNNY
<br />ISLES PUBLIC WORKS/ FOOT DEPARTMENTS.
<br />TRAFFIC GENERAL NOTES AND CONDITIONS
<br />(MDCPW REQUIRED NOTES)
<br />1. ENGINEER SHALL PREPARE SIGNING ENE PAVEMENT MARKINGS PLANS IN A SEPARATE SHEET (1" = 50'
<br />SCALE MINIMUM).
<br />2. ENGINEER SHALL VISIT SITE 8: VERIFY FIELD CONDITIONS BEFORE PREPARING PROPOSED SIGNING &
<br />PAVEMENT MARKINGS PLANS.
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS (BY SAND
<br />BLASTING) AND SIGNS CONFLICTING WITH THE PROPOSED ROADWAY IMPROVEMENTS.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PAVEMENT MARKINGS AND SIGNS
<br />AS SHOWN IN THE PLANS AND APPLICABLE TRAFFIC DESIGN STANDARDS.
<br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING PAVEMENT MARKINGS AT THE BEGINING
<br />AND AT THE END OF THE PROJECT, AND AT ALL INTERSECTING SIDE STREETS.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF REFLECTIVE PAVEMENT MARKERS ALONG
<br />THE ENTIRE LENGTH OF THE PROJECT, AS SHOWN ON THE DRAWINGS.
<br />7. ANY SIGNING MATERIAL, LOCATED IN THE PUBLIC RIGHT OF WAY, INCLUDING SUPPORTS TO BE REMOVED,
<br />SHALL BE DELIVERED BY THE CONTRACTOR TO MIAMI-DADE COUNTY'S TRAFFIC SIGNALS AND SIGNS
<br />MAINTENANCE FACILITY LOCATED AT 7100 NW 36 STREET, MIAMI, FLORIDA.
<br />S. SIGN ASSEMBLY LOCATIONS SHOWN IN THE PLANS WHICH ARE IN CONFLICT WITH STREET LIGHTING
<br />UTILITIES, DRIVEWAYS. PEDESTRIAN RAMPS, ETC. MAY BE ADJUSTED AS DIRECTED BY THE
<br />ENGINEER/INSPECTOR.
<br />9. CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING PEDESTRIAN RAMPS AND CROSS WALKS WHERE
<br />SIDEWALK 15 EXISTING OR PROPOSED (ADA -PWM).
<br />10. ALL STRIPING SHALL MEET THE REQUIREMENTS OF MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT.
<br />ADA COMPLIANCE NOTE
<br />THIS SET OF DOCUMENTS HAS BEEN DESIGNED TO COMPLY WITH
<br />FLORIDA BUILDING CODE 2010 (ACCESSIBILITY), LATEST EDITION. ALL
<br />RELATED SECTIONS OF THE CODE ARE NOTED WITHIN THESE DOCUMENTS
<br />AND STRICT COMPLIANCE IS REQUIRED BY ALL CONSTRUCTION TRADES.
<br />CONSTRUCTION QUALITY AND COMPLIANCE OF THE FINAL PRODUCT ARE
<br />THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
<br />ACCESSIBLE ROUTES MUST NOT EXCEED A SLOPE OF 1:20 (5.00X).
<br />CURB CUT RAMPS AND RAMPS MUST NOT EXCEED A SLOPE OF 1:12
<br />(8.33X). RAMPS THAT EXCEED 6 FEET IN LENGTH REQUIRE HANDRAILS.
<br />ALL CROSS SLOPES MUST NOT EXCEED A SLOPE OF 1:50 (2.ODX).
<br />SITE PLAN MODIFICATION
<br />FOR
<br />SUNNY ISLES PUBLIX
<br />18330 COLLINS AVENUE
<br />SUNNY ISLES, FLORIDA
<br />SECTION 2 TOWNSHIP 52 SOUTH RANGE 42 EAST
<br />LOCATION SKETCH
<br />SCALE : 1" = 300'
<br />JUN 3 02015
<br />22��s-ia
<br />PLANNING &ZONING DEPT.
<br />OVERALL SITE PLAN
<br />SCALE: 1- = 60'
<br />INDEX OF DRAWINGS
<br />SHE NO. DWQ NO. TITLE
<br />1 C-1 OVERALL SITE PLAN AND NC
<br />2 C-2 SITE PLAN
<br />3 C-3 SITE UTILITY PLAN Agenda Item
<br />Date -7-16-11-
<br />BRANDON
<br />7-/6-/1-
<br />LEGAL DESCRIPTION
<br />(PROVIDED - O.R. BOOK 12623, PAGE 751)
<br />PARCEL 1 (FOLIO No's: 31-2202-003-0203/ 0204)
<br />LEGAL DESCRIPTION OF A PART OF THE SOUTH 300.00 FEET OF TRACT "N" AMENDED PLAT OF
<br />NORTH BISCAYNE BEACH, AS RECORDED IN PLAT BOOK 44, AT PAGE 42, OF THE PUBLIC RECORDS
<br />OF DADE COUNTY, FLORIDA, DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
<br />COMMENCE AT THE SOUTHEASTERLY CORNER OF SAID TRACT "N" AND RUN N. 90 DEGREES W.
<br />ALONG AN ASSUMED BEARING ALONG THE SOUTHERLY LINE OF TRACT "N" ALONG THE NOUTHERLY
<br />RIGHT-OF-WAY LINE OF NORTH 183RD STREET A DISTANCE OF 125.00 FEET TO THE POINT OF
<br />BEGINNING (POB) OF PARCEL 1; THENCE CONTINUE ALONG THE LAST MENTIONED COURSE A
<br />DISTANCE OF 342.17 FEET; THENCE RUN N. 0 DEGREE E. A DISTANCE OF 300.00 FEET TO THE
<br />NORTHERLY LINE OF THE SOUTH 300.00 FEET OF TRACT "N"; THENCE RUN N. 90 DEGREES E.
<br />ALONG SAID NORTHERLY LINE A DISTANCE OF 499.26 FEET TO THE EASTERLY LINE OF TRACT "N",
<br />ALSO BEING THE WESTERLY RIGHT-OF-WAY LINE OF COLLINS AVENUE (STATE ROAD A -1-A)
<br />THENCE RUN S. 6 DEGREES 06' 20" W. ALONG SAID EASTERLY LINE OF TRACT "N" AND THE
<br />WESTERLY RIGHT-OF-WAY LINE OF COLLINS AVENUE A DISTANCE OF 126.711 FEET; THENCE RUN
<br />N. 90 DEGREES W. A DIS- TANCE OF 125.00 FEET; THENCE RUN S. 63 DEGREES 06' 20" W.
<br />(DEED), S. 6.06'20" W. (FIELD), A DISTANCE OF 175 FEET TO THE POINT OF BEGINNING (POB).
<br />PARCEL 2 (FOLIO No: 31-2202-003-0201)
<br />LEGAL DESCRIPTION OF A PART OF TRACT "N", AMENDED PLAT OF NORTH BISCAYNE BEACH, AS
<br />RECORDED IN PLAT BOOK 44, AT PAGE 42, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
<br />FLORIDA, MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
<br />COMMENCE AT THE SOUTHEASTERLY CORNER OF SAID TRACT "N" AND RUN N. 90 DEGREE W.
<br />ALONG AN ASSUMED BEARING ALONG THE SOUTHERLY LINE OF TRACT "N" ALONG THE NORTHERLY
<br />LINE OF NORTH 183RD STREET 467.17 FEET TO THE POINT OF BEGINNING (POB) OF PARCEL NO.
<br />2; THENCE CONTINUE ALONG THE LAST MENTIONED COURSE 129.82 FEET TO THE EASTERLY
<br />SHORE OF NORTH BISCAYNE BAY; THENCE RUN N. 8 DEGREES E S 30' E. ALONG THE EASTERLY
<br />SHORE OF NORTH BISCAYNE BAY ALONG THE WATER FACE OF A CONCRETE BULKHEAD 303.33
<br />FEET TO THE NORTHERLY LINE OF THE SOUTH 300.00 FEET OF TRACT "N"; THENCE RUN N. 90
<br />DEGREES E. ALONG SAID NORTHERLY LINE 84.99 FEET; THENCE RUN S. 0 DEGREES E. 300.00
<br />FEET TO THE POINT OF BEGINNING (POB).
<br />1
<br />102,974
<br />THIS PROJEs;w
<br />ACRES
<br />ROADWAY PARCEL =
<br />15,406
<br />a
<br />z
<br />N
<br />1
<br />a
<br />NORTH BISCAYNE BAY
<br />i
<br />a
<br />m
<br />U
<br />(DUMFOUNDLING BAY)
<br />TOTAL =
<br />155,434
<br />SF = 3.569
<br />C
<br />183 STREET
<br />U
<br />� W
<br />�
<br />m 3
<br />eP�
<br />P,
<br />SECTION 2 TOWNSHIP 52 SOUTH RANGE 42 EAST
<br />LOCATION SKETCH
<br />SCALE : 1" = 300'
<br />JUN 3 02015
<br />22��s-ia
<br />PLANNING &ZONING DEPT.
<br />OVERALL SITE PLAN
<br />SCALE: 1- = 60'
<br />INDEX OF DRAWINGS
<br />SHE NO. DWQ NO. TITLE
<br />1 C-1 OVERALL SITE PLAN AND NC
<br />2 C-2 SITE PLAN
<br />3 C-3 SITE UTILITY PLAN Agenda Item
<br />Date -7-16-11-
<br />BRANDON
<br />7-/6-/1-
<br />LEGAL DESCRIPTION
<br />(PROVIDED - O.R. BOOK 12623, PAGE 751)
<br />PARCEL 1 (FOLIO No's: 31-2202-003-0203/ 0204)
<br />LEGAL DESCRIPTION OF A PART OF THE SOUTH 300.00 FEET OF TRACT "N" AMENDED PLAT OF
<br />NORTH BISCAYNE BEACH, AS RECORDED IN PLAT BOOK 44, AT PAGE 42, OF THE PUBLIC RECORDS
<br />OF DADE COUNTY, FLORIDA, DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
<br />COMMENCE AT THE SOUTHEASTERLY CORNER OF SAID TRACT "N" AND RUN N. 90 DEGREES W.
<br />ALONG AN ASSUMED BEARING ALONG THE SOUTHERLY LINE OF TRACT "N" ALONG THE NOUTHERLY
<br />RIGHT-OF-WAY LINE OF NORTH 183RD STREET A DISTANCE OF 125.00 FEET TO THE POINT OF
<br />BEGINNING (POB) OF PARCEL 1; THENCE CONTINUE ALONG THE LAST MENTIONED COURSE A
<br />DISTANCE OF 342.17 FEET; THENCE RUN N. 0 DEGREE E. A DISTANCE OF 300.00 FEET TO THE
<br />NORTHERLY LINE OF THE SOUTH 300.00 FEET OF TRACT "N"; THENCE RUN N. 90 DEGREES E.
<br />ALONG SAID NORTHERLY LINE A DISTANCE OF 499.26 FEET TO THE EASTERLY LINE OF TRACT "N",
<br />ALSO BEING THE WESTERLY RIGHT-OF-WAY LINE OF COLLINS AVENUE (STATE ROAD A -1-A)
<br />THENCE RUN S. 6 DEGREES 06' 20" W. ALONG SAID EASTERLY LINE OF TRACT "N" AND THE
<br />WESTERLY RIGHT-OF-WAY LINE OF COLLINS AVENUE A DISTANCE OF 126.711 FEET; THENCE RUN
<br />N. 90 DEGREES W. A DIS- TANCE OF 125.00 FEET; THENCE RUN S. 63 DEGREES 06' 20" W.
<br />(DEED), S. 6.06'20" W. (FIELD), A DISTANCE OF 175 FEET TO THE POINT OF BEGINNING (POB).
<br />PARCEL 2 (FOLIO No: 31-2202-003-0201)
<br />LEGAL DESCRIPTION OF A PART OF TRACT "N", AMENDED PLAT OF NORTH BISCAYNE BEACH, AS
<br />RECORDED IN PLAT BOOK 44, AT PAGE 42, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
<br />FLORIDA, MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
<br />COMMENCE AT THE SOUTHEASTERLY CORNER OF SAID TRACT "N" AND RUN N. 90 DEGREE W.
<br />ALONG AN ASSUMED BEARING ALONG THE SOUTHERLY LINE OF TRACT "N" ALONG THE NORTHERLY
<br />LINE OF NORTH 183RD STREET 467.17 FEET TO THE POINT OF BEGINNING (POB) OF PARCEL NO.
<br />2; THENCE CONTINUE ALONG THE LAST MENTIONED COURSE 129.82 FEET TO THE EASTERLY
<br />SHORE OF NORTH BISCAYNE BAY; THENCE RUN N. 8 DEGREES E S 30' E. ALONG THE EASTERLY
<br />SHORE OF NORTH BISCAYNE BAY ALONG THE WATER FACE OF A CONCRETE BULKHEAD 303.33
<br />FEET TO THE NORTHERLY LINE OF THE SOUTH 300.00 FEET OF TRACT "N"; THENCE RUN N. 90
<br />DEGREES E. ALONG SAID NORTHERLY LINE 84.99 FEET; THENCE RUN S. 0 DEGREES E. 300.00
<br />FEET TO THE POINT OF BEGINNING (POB).
<br />CN v, Nlw•r Be4_7.AFN7JVA9JN7M/ fl•ffNA/ nenw
<br />ZONM DATA 15PUBM AND ROADWAY PARCELS - PHASE D
<br />BUILDING DATA
<br />ZOMNG OESGNABON amEss OA16AY (00)
<br />OCCUPANCY TCDD USE
<br />LOT AREA (PUBLIX PARCEL + ROADWAY PARCEL ONLY)
<br />TOTAL 118.300 W FL (272 ACRES)
<br />LOT COVERAGE (PUBLIX PARCEL + ROADWAY PARCEL ONLY)
<br />BOX W3 OF 118700 SG Fr. 94.701 SI FT.
<br />PR0,10ED 94.680 SO Fr. (79.98X)
<br />OPEN SPACE (PIBUX PARCEL + ROADWAY PARCEL ONLY)
<br />209 ISL OF 114390 SO Fr. 23.676 SU. FT.
<br />PROVDED 4700 SG FT. (20.021)
<br />BUB..DMIQ SETBACKS REQUIRED PROPOS®
<br />Man (SDE) 10,-0' I5-8•
<br />SOUK (SOG lo' -r 3O
<br />EAST (FRONT) 4O-0' 157'-9'
<br />WEST (RFAA) s'-0' 15W-6'
<br />FAR. CALCULATION (PUBLIX PARCEL + ROADWAY PARCH. ONLY)
<br />BASE FAR. - 2.00 IIA380 • 200 - 01.760 91 R.
<br />BONUS FAR. 0.40 ENOOSFD PAMUNG
<br />0.49 SITE ASSEMBLY
<br />TOOL FAR BONUSES 0.00 • 118,380 X FT. - 105158 SO. Fr.
<br />TOW FAR ALLOM 289 • 118.500 SO. FL - 342.118 SO. FF.
<br />TOW. FAR PROAaD 0.46 - 9,558 SO Fr. (PL"
<br />FIRST FLOOR AREAS BY USE TOTAL
<br />USE48LE AREA (SME% OFTICE. PHU91, BESMOOMR, WAR. 13100E RR S) 38,918 SO. Fr.
<br />BWf OF HOUSE (LO.DORG, TOM PREP, SIORACV MPPWF.• VERT. CHiCMATMN) 14.640 S3. Fr. 53,558 SO. FT.
<br />PARKING CALCULATION REQUIRED PROPOSED
<br />PUBLIX PANORG RMUKD (30,919 SF./200) 195 241
<br />IOADW SPACES 4 (10' . 241 4 (10' . 241
<br />PARKING BREAKDOWN ADA STANDARD TOTAL
<br />MAD (ON GRADE) - 9 9
<br />SECOND FLOOR 4 109 113
<br />THRD FLOOR 4 113 117
<br />TOW 8 (3.31) 231 (957►) 239 (10010
<br />ii
<br />BUILDING HEK3FR (FLOOD ELEVATION +8.0' N.0 V.D),. �' Fp
<br />Ni0PO5E0 WINK) W-5' (3 SORES ADM COR8' BIN'xCVL.) )
<br />PROPW OKLUONG ROOFTOP EQUIVANT) 00'-0- (3 STORES i ROOFTOP COR'. 76.095 IOCV .)
<br />ALLOWED 265'-0'
<br />EASEIdENTs PROVIDER
<br />1. 10' DEDN:4TED EASEMENT AM CUM AVENUE
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<br />PERMIT
<br />CONSTR,
<br />REVISIONS:
<br />PUBLIX PARCEL =
<br />102,974
<br />SF = 2.364
<br />ACRES
<br />ROADWAY PARCEL =
<br />15,406
<br />SF = 0.354
<br />ACRES
<br />TOWER PARCEL =
<br />37,054
<br />SF = 0.851
<br />ACRES
<br />(PHASE II - NOT A
<br />PART)
<br />0815-irc
<br />Nn.. 2130:57
<br />TOTAL =
<br />155,434
<br />SF = 3.569
<br />ACRES
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<br />ZONM DATA 15PUBM AND ROADWAY PARCELS - PHASE D
<br />BUILDING DATA
<br />ZOMNG OESGNABON amEss OA16AY (00)
<br />OCCUPANCY TCDD USE
<br />LOT AREA (PUBLIX PARCEL + ROADWAY PARCEL ONLY)
<br />TOTAL 118.300 W FL (272 ACRES)
<br />LOT COVERAGE (PUBLIX PARCEL + ROADWAY PARCEL ONLY)
<br />BOX W3 OF 118700 SG Fr. 94.701 SI FT.
<br />PR0,10ED 94.680 SO Fr. (79.98X)
<br />OPEN SPACE (PIBUX PARCEL + ROADWAY PARCEL ONLY)
<br />209 ISL OF 114390 SO Fr. 23.676 SU. FT.
<br />PROVDED 4700 SG FT. (20.021)
<br />BUB..DMIQ SETBACKS REQUIRED PROPOS®
<br />Man (SDE) 10,-0' I5-8•
<br />SOUK (SOG lo' -r 3O
<br />EAST (FRONT) 4O-0' 157'-9'
<br />WEST (RFAA) s'-0' 15W-6'
<br />FAR. CALCULATION (PUBLIX PARCEL + ROADWAY PARCH. ONLY)
<br />BASE FAR. - 2.00 IIA380 • 200 - 01.760 91 R.
<br />BONUS FAR. 0.40 ENOOSFD PAMUNG
<br />0.49 SITE ASSEMBLY
<br />TOOL FAR BONUSES 0.00 • 118,380 X FT. - 105158 SO. Fr.
<br />TOW FAR ALLOM 289 • 118.500 SO. FL - 342.118 SO. FF.
<br />TOW. FAR PROAaD 0.46 - 9,558 SO Fr. (PL"
<br />FIRST FLOOR AREAS BY USE TOTAL
<br />USE48LE AREA (SME% OFTICE. PHU91, BESMOOMR, WAR. 13100E RR S) 38,918 SO. Fr.
<br />BWf OF HOUSE (LO.DORG, TOM PREP, SIORACV MPPWF.• VERT. CHiCMATMN) 14.640 S3. Fr. 53,558 SO. FT.
<br />PARKING CALCULATION REQUIRED PROPOSED
<br />PUBLIX PANORG RMUKD (30,919 SF./200) 195 241
<br />IOADW SPACES 4 (10' . 241 4 (10' . 241
<br />PARKING BREAKDOWN ADA STANDARD TOTAL
<br />MAD (ON GRADE) - 9 9
<br />SECOND FLOOR 4 109 113
<br />THRD FLOOR 4 113 117
<br />TOW 8 (3.31) 231 (957►) 239 (10010
<br />ii
<br />BUILDING HEK3FR (FLOOD ELEVATION +8.0' N.0 V.D),. �' Fp
<br />Ni0PO5E0 WINK) W-5' (3 SORES ADM COR8' BIN'xCVL.) )
<br />PROPW OKLUONG ROOFTOP EQUIVANT) 00'-0- (3 STORES i ROOFTOP COR'. 76.095 IOCV .)
<br />ALLOWED 265'-0'
<br />EASEIdENTs PROVIDER
<br />1. 10' DEDN:4TED EASEMENT AM CUM AVENUE
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<br />PERMIT
<br />CONSTR,
<br />REVISIONS:
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