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FIRE HYDRANT
WEST 1ST STREET (50' R/W)
CONNECT TO EXISTING 1 " ._
WATER SERVICE WITH 1"
RPZ BACKFLOW PREVENTER ELECTRIC DROP—\
(WITH FREEZE PROTECTION)
6' WOOD FENCE ALONG
SIDE PROPERTY LINE
ROILING oAT'E . OF --
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HOSE PATH FROM FIE HYDRANT
TO FURTHEST POINT ON BUILDING
= 497 FEET
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RESTRICTION LINE
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ADJUST MANHOLE TO NEW
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5" HOPE 24" WHITE STOP BAR AND woo*�2j 27' 0' 36" STO IG (PC r-1
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EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON --/
EACH SIDE IS BASED ON DISTANCE REQUIRED TO LATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR—F, WITH TACTILE WARNING AT DRIVEWAY
6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.)
24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
A TLAN TIC BOULEVARD (STATE ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER ANAP SECTION 72100
5
4' BLACK ALUMINUM PICKET FENCE
`FLUSH SIDEWALK WITH TACTILE
WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL
NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
NOTE: LANE CLOSURES MUST MAINTAIN
14 FEET WIDE TRAVEL LANE,
AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and
between 3:00 p.m. AND 6:00 p.m.
EXISTING Imo.
FIRE
HYDRANT
z
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HOSE PATH FROM FIRE HYDRANT
TO FURTHEST POINT ON BUILDING
= 498 FEET
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SITE DATA SUMMARY:
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SCALE IN FEET
Z=, C-3
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA = 1.27 ACRES 55,440 SF 100%
BUILDING AREA = 0.19 ACRES 8,316 SF 15.0%
CONCRETE PAVEMENT AREA = 0.06 ACRES 2,769 SF 5.0%
CRUSHED STONE AREA = 0.35 ACRES 15,276 SF 27.6%
REAL ESTATE NUMBERS
= 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 10
PARKING CALCULATIO
1. GREENHOUSE / WAREHOUSI�
1 SPACE / EA 2 EMPLOYEES`AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE /RETAIL
1 SPACE / 400 SF (2,000 SF)
3. HANDICAP SPACE (1)
4. SERVICE VEHICLE (1)
TOTAL
ADA RAMP
E D E�'ALS
SCALE. 1 -14
REQUIRED _ PROVIDED
2 3.
5 5
1 1
1 1
9 10
' WIDE
REVIEWED
ETECTABLE
'ARNING
Jacksonville Ei,e �� evention 0
NO EXCEPTiONS
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'30
RESTRICTION LINE^
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17"
.d4
FIN ET
EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON --/
EACH SIDE IS BASED ON DISTANCE REQUIRED TO LATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR—F, WITH TACTILE WARNING AT DRIVEWAY
6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.)
24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
A TLAN TIC BOULEVARD (STATE ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER ANAP SECTION 72100
5
4' BLACK ALUMINUM PICKET FENCE
`FLUSH SIDEWALK WITH TACTILE
WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL
NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
NOTE: LANE CLOSURES MUST MAINTAIN
14 FEET WIDE TRAVEL LANE,
AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and
between 3:00 p.m. AND 6:00 p.m.
EXISTING Imo.
FIRE
HYDRANT
z
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HOSE PATH FROM FIRE HYDRANT
TO FURTHEST POINT ON BUILDING
= 498 FEET
zo o 10
SITE DATA SUMMARY:
zo
SCALE IN FEET
Z=, C-3
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA = 1.27 ACRES 55,440 SF 100%
BUILDING AREA = 0.19 ACRES 8,316 SF 15.0%
CONCRETE PAVEMENT AREA = 0.06 ACRES 2,769 SF 5.0%
CRUSHED STONE AREA = 0.35 ACRES 15,276 SF 27.6%
REAL ESTATE NUMBERS
= 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 10
PARKING CALCULATIO
1. GREENHOUSE / WAREHOUSI�
1 SPACE / EA 2 EMPLOYEES`AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE /RETAIL
1 SPACE / 400 SF (2,000 SF)
3. HANDICAP SPACE (1)
4. SERVICE VEHICLE (1)
TOTAL
ADA RAMP
E D E�'ALS
SCALE. 1 -14
REQUIRED _ PROVIDED
2 3.
5 5
1 1
1 1
9 10
' WIDE
REVIEWED
ETECTABLE
'ARNING
Jacksonville Ei,e �� evention 0
NO EXCEPTiONS
'I IXCI7TIONSAS NOTEDSHL� #
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2. OFFICE /RETAIL
1 SPACE / 400 SF (2,000 SF)
3. HANDICAP SPACE (1)
4. SERVICE VEHICLE (1)
TOTAL
ADA RAMP
E D E�'ALS
SCALE. 1 -14
REQUIRED _ PROVIDED
2 3.
5 5
1 1
1 1
9 10
' WIDE
REVIEWED
ETECTABLE
'ARNING
Jacksonville Ei,e �� evention 0
NO EXCEPTiONS
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EXIS77NG
FIRE HYDRANT
" WEST 1ST STREET (50' R/W)
CONNECT TO EXISTING 1�-------9
WATER SERVICE WITH 1"
RPZ BACKFLOW PREVENTER ELECTRIC DROP --
(WITH FREEZE PROTECTION)
-A-
6' WOOD FENCE ALONG
SIDE PROPERTY LINE
BL. OCK 10
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5' SIDE (15' COMBINED)
BUILDING RESTRICTION LINE
I 12
I-1 I
W FROM FIRE HYDRANT
� HOSE PAT FR W
TO FURTH ST POINT ON BUILDING W
= 497 FEE EXISTING
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PAVEMENT GRADE (EL. 7.50±)
VMAKE LATERAL CONNECTION TO EXISTING
�4 BLACK LUMINUM PICKET FENCE SEWER MAIN AT INV. EL. 5.05±
—SAN. 11H
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= 1.27 ACRES
55,440 SF
AF 15" HDPE
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= 0.19 ACRES
.SAN. MH -- ��
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CONCRETE PAVEMENT AREA
= 0.06 ACRES
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10' REAR
BUILDING ,
27.6%
RESTRICTION
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RESTRICTION LINE
2` CURB & GUTTER
EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON
EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR—F, WITH TACTILE WARNING AT DRIVEWAY
6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.)
24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
ATLANTIC BOULEVARD (STATE ROAD NO 10)
RIGHT OF WAY VAR/ES PER FDOT R/W TRANSFER MAP SEC ON 72100
5
10"X10" FLARE ® DRIVEWAY
24" WHITE STOP BAR
36" STO I (I 1
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WARNING AT DRIVEWAY (TYP.)
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SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
NOTE: LANE CLOSURES MUST MAINTAIN 14 FEET WIDE TRAVEL LANE,
AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and
between 3:00 p.m. AND 6:00 p.m.
HOSE PATH FROM FIRE HYDRANT
TO FURTHEST POINT ON BUILDING
= 498 FEET
SITE DATA SUMMARY:
20 0 10 20
SCALE IN FEET
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -101
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA
= 1.27 ACRES
55,440 SF
100%
BUILDING AREA
= 0.19 ACRES
8,316 SF
15.0%
CONCRETE PAVEMENT AREA
= 0.06 ACRES
2,769 SF
5.0%
CRUSHED STONE AREA
= 0.35 ACRES
15,276 SF
27.6%
REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 10
PARKING CALCULATI
REQUIRED
1. GREENHOUSE /WAREHOUSP 2
1 SPACE / EA 2 EMPLOYEES'AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE / RETAIL 5
1 SPACE / 400 SF (2,000 SF)
3. HANDICAP SPACE (1) 1
4. SERVICE VEHICLE (1) 1
TOTAL 9
ADA RAMP D ETALS
SCALE: 1"=10' !
' WIDE
ETECTABLE
►ARNING
PROVIDED
3
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EXIS77NG
FIRE HYDRANT
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1 _
CONNECT TO EXISTING _s _-
WATER SERVICE WITH 1 It
RPZ BACKFLOW PREVENTER ELECTRIC DROP _
(WITH FREEZE PROTECTION)
6' WOOD FENCE ALONG
SIDE PROPERTY LINE
BLOCK 10
Ulm
HOSE PATH FROM FIRE HYDRANT
TO FURTHEST POINT ON BUILDING
= 497 FEET
/-4' BLACK ALU IINUM PICKET FENCE
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RESTRICTION LINE
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IN1890JO"JI't 190.50' TEL �
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ADJUST MANHOLE TO NEW FIRE HYDRANT
PAVEMENT GRADE (EL. 7.50±) ?
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RESTRICTION LINE
2' CURS' & GU T ;�Fc'
EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON
EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR—F, WITH TACTILE WARNING AT DRIVEWAY
6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.)
24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
A TLANTIC BOULEVARD (STATE ROAD NO. O)
RIGHT OF WAY VARIES PER FDOT RIW 7RANSfER ANAP SEC770A 72100
5
IRRIGATION WELL
f
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x LP TANK
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5'
= 1.27 ACRES
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15.0%
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= 0.06 ACRES
6
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= 0.35 ACRES
15,276 SF
27.6%
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BL_ CCK 14
6' WOOD FENCE ALONG
SIDE PROPERTY LINE
ASPHAL. T
4' BLACK ALUMINUM PICKET FENCE
\—FLUSH SIDEWALK WITH TACTILE
WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
NOTE: LANE CLOSURES MUST "NTAIN 14 FEET WIDE TRAVEL LANE,
AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and
between 3:00 p.m. AND 6:00 p.m.
HOSE PATH FROM FIRE HYDRANT
TO FURTHEST POINT ON BUILDING
= 498 FEET
SITE DATA SUMMARY:
20 0 10 20
SCALE IN FEET
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA
= 1.27 ACRES
55,440 SF
100%
BUILDING AREA
= 0.19 ACRES
8,316 SF
15.0%
CONCRETE PAVEMENT AREA
= 0.06 ACRES
2,769 SF
5.0%
CRUSHED STONE AREA
= 0.35 ACRES
15,276 SF
27.6%
REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 10
PARKING CALCULATION
REQUIRED PROVIDED
1. GREENHOUSE / WAREHOUSE 2 3
1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE / RETAIL 5 5
1 SPACE / 400 SF (2,000 SF)
3. HANDICAP SPACE (1) 1 1
4. SERVICE VEHICLE (1) 1 1
TOTAL 9 10
ADA RAMP D E'ALS
SCALE. 1"=10'
' WIDE
ETECTABLE
DARNING
um Wool&
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J1ecksonville Fire Prevention Div
Dpi, 2 3 2014
0 NO EXCEPTIONS
[3 EXCEPTIONS AS NOTED
SHEET #
GARY A. ABBEY, P.E.
REG. NO. 56819
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bbyCIVIL ENGINEERS, INC.
Letter of Transmittal
Date:-! 2 JZ2. c Project Name:, Gc ► )i-���� Project Number: o 0 4
To: 0 r :1V1? ("
C- 3e Ci C
Submittal Information:
C! 0 wA
Abbey Civil Engineers, Inc.
Gary A. Abbey, P.E.
President
2046 Cherokee Drive 904-247-1733 Office
Neptune Beach, Florida 32266 904-247-3464 Fax
gary@abbeycivil.com