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<br />EX. FIRE HYDRANT
<br />NORTH BOUNDARY OF THE NE 1/4 OF SECTION 3,
<br />N 89°58'S1" E 2648.41' C DAUGHTERY ROAD NE QORNER O SECTION 3,
<br />( ) TOWNSHIP 26 SOUTH, RANGE 21 EAST TOWNSHIP 25 SOUTH TOWNSHIP 26 SOUT , RANGE 21 EAST
<br />- - - - - - - - _ 30' R/W -
<br />- 24' ASPHALT PAVEMENT TOWNSHIP 26 SOUTH
<br />1" E - _ _ _ 24'± ASPHALT ROAD I I
<br />- - I'w , - - - - - - w W w -- W- - W - W w -
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<br />0 15' 30' 60'
<br />N PROJECT DATA:
<br />FND CONC.- --
<br />I MONUMENT cn
<br />5' OFFSET OWNER/APPLICANT
<br />SOUTH
<br />( ZEPHYRHILLS STORAGE, LLC.
<br />SITE DATA:
<br />3.40 ACRES
<br />148,104 S.F.
<br />cNU
<br />K 3137 E. SHADOWLAWN AVE NE BUILDING SETBACKS: REQUIRED
<br />ATLANTA, GA 30305 FRONT E 30'
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<br />SIDE (E) 0'
<br />NGINEER: SIDE (N) 0'
<br />LLS, SHORT & ASSOCIATES, LLC. SIDE (S) 0'
<br />00 22ND PLACE. STE. 2C REAR (W) 20'
<br />ERO BEACH, FLORIDA 32960
<br />HONE: (772)-226-7282 FAR (MAX. 100%):
<br />BUILDING COVERAGE (MAX. 50%)
<br />URVEYOR: OPEN SPACE (MAX 20%):
<br />SS SURVEYING & MAPPING, LLC. IMPERVIOUS AREA (MAX 80%):
<br />0 22ND PLACE, SUITE 2C -BUILDING: 31,044 S.F. (20.9%)
<br />ERO BEACH, FL 32960 -SIDEWALK: 4,866 S.F. (3.2%)
<br />HONE:(772) 696-5300 -PAVEMENT: 21,231 S.F. (14.3%)
<br />N O PARCEL ID:
<br />p 03-26-21-0010-00100-0020
<br />(ncn
<br />I SITE ADDRESS:
<br />h 6923/6927 GALL BLVD
<br />I ZEPHYRHILLS, FL 33542
<br />EAST COAST PROFESSIONAL PLAZA
<br />ZONING:
<br />(PLAT BOOK 63, PAGE 1)
<br />C-2: COMMERCIAL
<br />- EL ID: v'
<br />TOE PARCEL
<br />-TOE -- -TOE -- p3-26 21 4C1.=W--M2%E - I PARCEL ID: O cn
<br />-- 03-26-21-0010-00100-0011 X 2 LAND USE:
<br />ONE STORY � MX
<br />ONE STORY ONE STORY ONE STORY ONE STORY CURB
<br />FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2"
<br />MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19
<br />FF EL-92.25 -roP /
<br />5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ -
<br />�"8'7'10 11 SN&
<br />I -PROP. cn I SHEDp
<br />20.0' cn .
<br />20' SWING GATE o R 250- BM # O
<br />0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w
<br />- --
<br />--
<br />I
<br />- N 1¢ II Q c w
<br />----- - -
<br />o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q
<br />o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W
<br />o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _
<br />No O 6 Q I I �_. - SOP. A O I 0
<br />JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -`
<br />0
<br />�o Jw Z❑ I 10 �' 3C a R25.0' cn Aq
<br />¢4 00w OJ - _ C o
<br />a N w N I -- .. `_ --- PROP. OFFICE_.. a
<br />CO �6 � 1,156 S.F.
<br />N 5.0 .3 _ D I U►
<br />o
<br />FIP 1" I I DRY RETENTION
<br />0.69' S I SWALE
<br />FIR 1/2" I --
<br />DRY RE I EN I ION
<br />SWALE
<br />- - INIS ETAL' ANOP c,
<br />w (SEE ARCH. PLAN FOR DETAILS)
<br />Q -10' LANDSCAPE BUFFER
<br />\ 4 FIR 1/2�4' CHAIN LINK'" �
<br />\ N 89°58'44" W 19 . 7'
<br />FENCE
<br />aPROPOSED ONE STORY
<br />3-STORY STORAGE FACILITY co
<br />COMMERCIAL BUILDING
<br />29,888 S.F. FF EL=89.11
<br />PARCEL ID:
<br />` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010
<br />-PROP. WALL MOUNTED LIGHT FIXTURE
<br />(SEE ARCH PLAN FOR DETAILS)
<br />ZONED:ZH
<br />FLU: ROR
<br />0
<br />0
<br />C6 i
<br />o _ N
<br />30.0'
<br />34'
<br />Q❑ w v �
<br />oo PROP. SPRINKLER & ELECTRICAL ROOM o
<br />w - N I (SEE ARCH. PLAN FOR DETAILS)- N
<br />o -1 w o I 144. _ 246.33' 1v
<br />N U- L) o � w
<br />Q o I ❑❑p❑❑❑❑❑❑❑❑❑❑❑a
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<br />co
<br />ILLI
<br />En
<br />a PROJECT LEGEND:
<br />_- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY
<br />- - - DRY RETENTION
<br />SWALE - - - STOP SIGN
<br />I
<br />- - - U)U © REQ'D 24" W SOLID WHITE
<br />g Z THERMOPLASTIC STOP BAR PER
<br />w
<br />\ ( w FDOT INDEX #711-001, CURRENT
<br />DESIGN STANDARDS.
<br />I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT
<br />JTo� 20' SEEK` roe
<br />f --- �- - INDEX#711-001, CURRENT
<br />jog sw" 15'L SCA=swa
<br />i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS.
<br />/� sw �- mi � _� r� \
<br />-_ - swuF = sw- gOl_ - - Op MONUMENT SIGN
<br />FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN"
<br />►� sol-�f ZONED: C2
<br />LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES
<br />qpL FLU: ROR � \ '��
<br />(NOT INCLUDED)
<br />6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN"
<br />/ FENCE PARCEL ID:
<br />sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER
<br />f 03-26-21-0010-01600-0021 r\ +
<br />03-26-21-0010-01600-0020 o�'F SIGN"
<br />lC� lO. REQ'D F CONCRETE SIDEWALK
<br />JC. REQ'D STREET LIGHT (TYP)
<br />PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE
<br />COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX
<br />COMPLETION APRIL 2023 520-02)
<br />Su�>Ishine
<br />State
<br />O��e Call �
<br />JURISDICTIONAL PERMITS:
<br />CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT
<br />CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT
<br />CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT
<br />CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION
<br />SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP
<br />I
<br />S cn
<br />BM , T
<br />FIR 1/2"
<br />ui EXISTING _
<br />z_ PAVEMENT
<br />J MARKING _ r.
<br />Q I U)4u
<br />� � w
<br />0-
<br />cnw
<br />N
<br />w
<br />BUILDING HEIGHT:
<br />PROVIDED
<br />30.0'
<br />10.0'
<br />56.0'
<br />106.2'
<br />144.1'
<br />90,820 S.F. (61.3%)
<br />31,044 S.F. (20.9%)
<br />90,963 S.F. (61.4%)
<br />57,141 S.F. (38.5%)
<br />38'-8"
<br />PROJECT DESCRIPTION:
<br />PROPOSED THREE-STORY INDOOR STORAGE FACILITY.
<br />EXISTING USE:
<br />PARKING CALCULATION:
<br />PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH
<br />EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36
<br />SPACES PER 100 UNITS.
<br />REQUIRED:
<br />622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS
<br />= 8.46 SPACES = 9 SPACES
<br />PROVIDED:
<br />ADA HANDICAP PARKING = 2 SPACES
<br />CONVENTIONAL PARKING = 11 SPACES
<br />TOTAL PARKING = 13 SPACES
<br />LEGAL DESCRIPTION:
<br />THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET
<br />OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400
<br />FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND
<br />LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION
<br />AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26
<br />SOUTH, RANGE 21 EAST, PASCO COUNTY
<br />CONTROLLING BENCHMARK
<br />NATIONAL GEODETIC SURVEY
<br />PID W 662 DJ8087
<br />PUBLISHED ELEVATION 123.18 NAVD 1988
<br />a Z = TRAFFIC NOTES
<br />N O PARCEL ID:
<br />p 03-26-21-0010-00100-0020
<br />(ncn
<br />I SITE ADDRESS:
<br />h 6923/6927 GALL BLVD
<br />I ZEPHYRHILLS, FL 33542
<br />EAST COAST PROFESSIONAL PLAZA
<br />ZONING:
<br />(PLAT BOOK 63, PAGE 1)
<br />C-2: COMMERCIAL
<br />- EL ID: v'
<br />TOE PARCEL
<br />-TOE -- -TOE -- p3-26 21 4C1.=W--M2%E - I PARCEL ID: O cn
<br />-- 03-26-21-0010-00100-0011 X 2 LAND USE:
<br />ONE STORY � MX
<br />ONE STORY ONE STORY ONE STORY ONE STORY CURB
<br />FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2"
<br />MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19
<br />FF EL-92.25 -roP /
<br />5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ -
<br />�"8'7'10 11 SN&
<br />I -PROP. cn I SHEDp
<br />20.0' cn .
<br />20' SWING GATE o R 250- BM # O
<br />0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w
<br />- --
<br />--
<br />I
<br />- N 1¢ II Q c w
<br />----- - -
<br />o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q
<br />o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W
<br />o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _
<br />No O 6 Q I I �_. - SOP. A O I 0
<br />JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -`
<br />0
<br />�o Jw Z❑ I 10 �' 3C a R25.0' cn Aq
<br />¢4 00w OJ - _ C o
<br />a N w N I -- .. `_ --- PROP. OFFICE_.. a
<br />CO �6 � 1,156 S.F.
<br />N 5.0 .3 _ D I U►
<br />o
<br />FIP 1" I I DRY RETENTION
<br />0.69' S I SWALE
<br />FIR 1/2" I --
<br />DRY RE I EN I ION
<br />SWALE
<br />- - INIS ETAL' ANOP c,
<br />w (SEE ARCH. PLAN FOR DETAILS)
<br />Q -10' LANDSCAPE BUFFER
<br />\ 4 FIR 1/2�4' CHAIN LINK'" �
<br />\ N 89°58'44" W 19 . 7'
<br />FENCE
<br />aPROPOSED ONE STORY
<br />3-STORY STORAGE FACILITY co
<br />COMMERCIAL BUILDING
<br />29,888 S.F. FF EL=89.11
<br />PARCEL ID:
<br />` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010
<br />-PROP. WALL MOUNTED LIGHT FIXTURE
<br />(SEE ARCH PLAN FOR DETAILS)
<br />ZONED:ZH
<br />FLU: ROR
<br />0
<br />0
<br />C6 i
<br />o _ N
<br />30.0'
<br />34'
<br />Q❑ w v �
<br />oo PROP. SPRINKLER & ELECTRICAL ROOM o
<br />w - N I (SEE ARCH. PLAN FOR DETAILS)- N
<br />o -1 w o I 144. _ 246.33' 1v
<br />N U- L) o � w
<br />Q o I ❑❑p❑❑❑❑❑❑❑❑❑❑❑a
<br />0
<br />co I
<br />o PROP. A/C w CD0 Z UNIT LOCATION j
<br />co
<br />ILLI
<br />En
<br />a PROJECT LEGEND:
<br />_- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY
<br />- - - DRY RETENTION
<br />SWALE - - - STOP SIGN
<br />I
<br />- - - U)U © REQ'D 24" W SOLID WHITE
<br />g Z THERMOPLASTIC STOP BAR PER
<br />w
<br />\ ( w FDOT INDEX #711-001, CURRENT
<br />DESIGN STANDARDS.
<br />I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT
<br />JTo� 20' SEEK` roe
<br />f --- �- - INDEX#711-001, CURRENT
<br />jog sw" 15'L SCA=swa
<br />i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS.
<br />/� sw �- mi � _� r� \
<br />-_ - swuF = sw- gOl_ - - Op MONUMENT SIGN
<br />FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN"
<br />►� sol-�f ZONED: C2
<br />LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES
<br />qpL FLU: ROR � \ '��
<br />(NOT INCLUDED)
<br />6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN"
<br />/ FENCE PARCEL ID:
<br />sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER
<br />f 03-26-21-0010-01600-0021 r\ +
<br />03-26-21-0010-01600-0020 o�'F SIGN"
<br />lC� lO. REQ'D F CONCRETE SIDEWALK
<br />JC. REQ'D STREET LIGHT (TYP)
<br />PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE
<br />COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX
<br />COMPLETION APRIL 2023 520-02)
<br />Su�>Ishine
<br />State
<br />O��e Call �
<br />JURISDICTIONAL PERMITS:
<br />CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT
<br />CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT
<br />CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT
<br />CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION
<br />SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP
<br />I
<br />S cn
<br />BM , T
<br />FIR 1/2"
<br />ui EXISTING _
<br />z_ PAVEMENT
<br />J MARKING _ r.
<br />Q I U)4u
<br />� � w
<br />0-
<br />cnw
<br />N
<br />w
<br />BUILDING HEIGHT:
<br />PROVIDED
<br />30.0'
<br />10.0'
<br />56.0'
<br />106.2'
<br />144.1'
<br />90,820 S.F. (61.3%)
<br />31,044 S.F. (20.9%)
<br />90,963 S.F. (61.4%)
<br />57,141 S.F. (38.5%)
<br />38'-8"
<br />PROJECT DESCRIPTION:
<br />PROPOSED THREE-STORY INDOOR STORAGE FACILITY.
<br />EXISTING USE:
<br />PARKING CALCULATION:
<br />PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH
<br />EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36
<br />SPACES PER 100 UNITS.
<br />REQUIRED:
<br />622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS
<br />= 8.46 SPACES = 9 SPACES
<br />PROVIDED:
<br />ADA HANDICAP PARKING = 2 SPACES
<br />CONVENTIONAL PARKING = 11 SPACES
<br />TOTAL PARKING = 13 SPACES
<br />LEGAL DESCRIPTION:
<br />THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET
<br />OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400
<br />FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND
<br />LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION
<br />AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26
<br />SOUTH, RANGE 21 EAST, PASCO COUNTY
<br />CONTROLLING BENCHMARK
<br />NATIONAL GEODETIC SURVEY
<br />PID W 662 DJ8087
<br />PUBLISHED ELEVATION 123.18 NAVD 1988
<br />a Z = TRAFFIC NOTES
<br />ONE STORY ONE STORY ONE STORY ONE STORY CURB
<br />FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2"
<br />MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19
<br />FF EL-92.25 -roP /
<br />5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ -
<br />�"8'7'10 11 SN&
<br />I -PROP. cn I SHEDp
<br />20.0' cn .
<br />20' SWING GATE o R 250- BM # O
<br />0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w
<br />- --
<br />--
<br />I
<br />- N 1¢ II Q c w
<br />----- - -
<br />o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q
<br />o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W
<br />o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _
<br />No O 6 Q I I �_. - SOP. A O I 0
<br />JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -`
<br />0
<br />�o Jw Z❑ I 10 �' 3C a R25.0' cn Aq
<br />¢4 00w OJ - _ C o
<br />a N w N I -- .. `_ --- PROP. OFFICE_.. a
<br />CO �6 � 1,156 S.F.
<br />N 5.0 .3 _ D I U►
<br />o
<br />FIP 1" I I DRY RETENTION
<br />0.69' S I SWALE
<br />FIR 1/2" I --
<br />DRY RE I EN I ION
<br />SWALE
<br />- - INIS ETAL' ANOP c,
<br />w (SEE ARCH. PLAN FOR DETAILS)
<br />Q -10' LANDSCAPE BUFFER
<br />\ 4 FIR 1/2�4' CHAIN LINK'" �
<br />\ N 89°58'44" W 19 . 7'
<br />FENCE
<br />aPROPOSED ONE STORY
<br />3-STORY STORAGE FACILITY co
<br />COMMERCIAL BUILDING
<br />29,888 S.F. FF EL=89.11
<br />PARCEL ID:
<br />` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010
<br />-PROP. WALL MOUNTED LIGHT FIXTURE
<br />(SEE ARCH PLAN FOR DETAILS)
<br />ZONED:ZH
<br />FLU: ROR
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<br />30.0'
<br />34'
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<br />_- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY
<br />- - - DRY RETENTION
<br />SWALE - - - STOP SIGN
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<br />- - - U)U © REQ'D 24" W SOLID WHITE
<br />g Z THERMOPLASTIC STOP BAR PER
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<br />\ ( w FDOT INDEX #711-001, CURRENT
<br />DESIGN STANDARDS.
<br />I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT
<br />JTo� 20' SEEK` roe
<br />f --- �- - INDEX#711-001, CURRENT
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<br />i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS.
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<br />-_ - swuF = sw- gOl_ - - Op MONUMENT SIGN
<br />FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN"
<br />►� sol-�f ZONED: C2
<br />LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES
<br />qpL FLU: ROR � \ '��
<br />(NOT INCLUDED)
<br />6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN"
<br />/ FENCE PARCEL ID:
<br />sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER
<br />f 03-26-21-0010-01600-0021 r\ +
<br />03-26-21-0010-01600-0020 o�'F SIGN"
<br />lC� lO. REQ'D F CONCRETE SIDEWALK
<br />JC. REQ'D STREET LIGHT (TYP)
<br />PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE
<br />COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX
<br />COMPLETION APRIL 2023 520-02)
<br />Su�>Ishine
<br />State
<br />O��e Call �
<br />JURISDICTIONAL PERMITS:
<br />CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT
<br />CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT
<br />CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT
<br />CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION
<br />SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP
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<br />FIR 1/2"
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<br />J MARKING _ r.
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<br />BUILDING HEIGHT:
<br />PROVIDED
<br />30.0'
<br />10.0'
<br />56.0'
<br />106.2'
<br />144.1'
<br />90,820 S.F. (61.3%)
<br />31,044 S.F. (20.9%)
<br />90,963 S.F. (61.4%)
<br />57,141 S.F. (38.5%)
<br />38'-8"
<br />PROJECT DESCRIPTION:
<br />PROPOSED THREE-STORY INDOOR STORAGE FACILITY.
<br />EXISTING USE:
<br />PARKING CALCULATION:
<br />PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH
<br />EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36
<br />SPACES PER 100 UNITS.
<br />REQUIRED:
<br />622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS
<br />= 8.46 SPACES = 9 SPACES
<br />PROVIDED:
<br />ADA HANDICAP PARKING = 2 SPACES
<br />CONVENTIONAL PARKING = 11 SPACES
<br />TOTAL PARKING = 13 SPACES
<br />LEGAL DESCRIPTION:
<br />THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET
<br />OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400
<br />FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND
<br />LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION
<br />AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26
<br />SOUTH, RANGE 21 EAST, PASCO COUNTY
<br />CONTROLLING BENCHMARK
<br />NATIONAL GEODETIC SURVEY
<br />PID W 662 DJ8087
<br />PUBLISHED ELEVATION 123.18 NAVD 1988
<br />a Z = TRAFFIC NOTES
<br />H N W I � w 1.
<br />(�
<br />THERE SHALL BE NO EXCAVATIONS LEFT OPEN AFTER DARK.
<br />U)
<br />2.
<br />3
<br />ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15
<br />Nm -
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<br />FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II
<br />Z1 I10
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<br />BARRICADES.
<br />10 3.
<br />CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR
<br />m OF
<br />(n
<br />EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR
<br />U)
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<br />DRIVEWAYS.
<br />4.
<br />ALL IMPACTS TO THE RIGHT-OF-WAY SHALL BE SODDED WITHIN THREE (3) DAYS OF
<br />EX. FIRE HYDRANT K:
<br />FINAL GRADING
<br />cn II
<br />GENERAL NOTES
<br />NOTE'
<br />1. PARKING STALL WIDTHS SHALL BE DIMENTIONED FROM CENTERLINE TO
<br />1.COMBUSTIBLE CONSTRUCTION REQUIRES TEMPORARY FIRE LANES AND
<br />CENTERLINE OF WHITE STRIPES. THIS APPLIES TO HANDICAP PARKING STALLS
<br />HYDRANT INSTALLATION PRIOR TO COMBUSTIBLES ON SITE.
<br />ALSO.
<br />2.BUILD►NGS USING VERTICAL OR HORIZONTAL LIGHT -FRAME CONSTRUCTION IN
<br />2 ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES
<br />ANY PORTION OF THE STRUCTURE SHALL BE MARKED WITH A SIGN AS REQUIRED
<br />SHALL BE STRIPED IN WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN
<br />BY FLORIDA STATE STATUTE 633-027 AND THE SIGN SHALL BE REQUIRED TO
<br />ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
<br />COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE 69A-3.012 AND/OR
<br />STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, CURRENT
<br />69A-60.0081. SIGN MUST BE 8 INCHES BY 8 INCHES.
<br />EDITION, SECTION 710.
<br />3.SURFACE MATERIAL TO BE USED FOR ROADWAYS, DRIVE AISLES, PARKING
<br />3. ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND STRIPED IN
<br />STALLS AND DRIVEWAYS SHALL BE ASPHALT PAVEMENT.
<br />ACCORDANCE WITH THE FDOT STANDARD INDEX 711-001, CURRENT EDITION.
<br />4.ALL UTILITY LINES WILL BE RAN UNDERGROUND.
<br />4. ALL NUISANCE EXOTIC VEGETATION EXISTING ONSITE MUST BE REMOVED IN
<br />5.ACCESSORY STRUCTURE INCLUDING DUMPSTER ENCLOSURES SHALL MATCH
<br />CONJUNCTION WITH SITE DEVELOPMENT.
<br />THE STYLE, FINISH AND COLOR OF THE MAIN BUILDING.
<br />5. ALL SOLID, NON -BREAKAWAY OBJECTS (GATE POSTS, BOLLARDS, STREET POLES,
<br />6.ALL TELEPHONES, VENDING MACHINES ETC. ARE TO BE CONFINED TO THE
<br />ETC.) ALONGSIDE INTERIOR STREETS AND DRIVING AISLES WITH A DESIGN SPEED
<br />INTERIOR OF THE BUILDING (AS APPLICABLE).
<br />OF 25MPH OR LESS, THE MINIMUM CLEAR ZONE IS 2.5 FEET FROM THE FACE OF THE
<br />TALL NUISANCE EXOTIC VEGETATION EXISTING WITHIN DEVELOPMENT PROJECT
<br />CURB (TYPE D OR F), OR 6 FEET FROM THE EDGE OF THE TRAVEL LANE, BOTH
<br />SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT.
<br />PUBLIC AND PRIVATE.
<br />&THERMOPLASTIC PAVEMENT MARKINGS SHALL BE REQUIRED ON
<br />EXISTING/PROPOSED DRIVEWAYS THAT CONNECT TO THE COUNTY RIGHT-OF-WAY
<br />(ROW) AND PROPOSE PAVEMENT MARKINGS WITHIN 25' OF THE COUNTY ROW.
<br />9.ALL NUISANCE EXOTIC VEGETATION EXISTING WITHIN DEVELOPMENT PROJECT
<br />SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT
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<br />PROJ. NO.
<br />21-2420
<br />DATE
<br />10-21-2022
<br />SHEET NO.
<br />C-2
<br />
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