Current site plan

1. INDEX
1 COVER
2 AERIAL & SURFACE HYDROLOGY
3 SITE PLAN
4 DIMENSIONAL AND STRIPING PLAN
5 GRADING, PAVING & DRAINAGE - WEST
6 UTILITY PLAN - WEST
7 CROSS -SECTION AND GPD DETAILS
8 EROSION CONTROL PLAN
9 MASTER LANDSCAPE PLAN
OWNER
ENGINEER
LOCATION MAP VICINITY MAP
PHASE III BUILDINGS M & N
Engineering Business #34338
ENGINEERS - PLANNERS
LIST OF UTILITIES
WATER
SEWER
TELEPHONE
REFUSE COLLECTION
FIRE DEPARTMENT
ELECTRIC

2. PONDELLA RD. (S.R. 78A)
N.E. PINE ISLAND RD. (S.R. 78)
ORCHID RD.
H
A
N
C
O
C
K
C
R
E
E
K
S
.
B
L
V
D
.
(
N
.
E
.
2
4
T
H
A
V
E
.
)
FH 300' R
EX. FH
FLOW TEST
FH 300' R
EX. FH
RESIDUAL
Engineering Business #34338
ENGINEERS - PLANNERS
AERIAL PHOTOGRAPH
SCALE: 1" = 200'
SECTION 4, TOWNSHIP 44 SOUTH, RANGE 24 EAST
PHOTOGRAPH DATE MARCH 2019
SURFACE HYDROLOGY
NOTES
SCALE: 1" =
N
200
Pine Key
200'
400
100
0

3. PHASE PLAN
ENGINEERS - PLANNERS
Engineering Business #34338
N
SCALE: 1"= 50'
Pine Key

4. ENGINEERS - PLANNERS
Engineering Business #34338
N
SCALE: 1"= 50'
Pine Key

5. S-2
P-3 S-3
P
-
2
S-1
P
-
1
A
A
TOTAL SITE AREA = 29,028 S.F. (0.67 AC.)
IMPERVIOUS:
BUILDINGS (ROOFED) = 14,025 S.F.
PAVEMENT AREA (TOTAL) = 8,382 S.F.
SIDEWALKS = 1,416 S.F.
TOTAL IMPERVIOUS = 23,823 S.F.
% OF SITE IMPERVIOUS = 82%
PERVIOUS:
TOTAL SITE = 5,205 S.F.
AREA BREAKDOWN:
GENERAL NOTES :
CERTIFICATION
PARKING CALCULATIONS WEST
PARKING CALCULATIONS EAST
TOTAL PARKING WEST + EAST
EX. DRAINAGE INLET SCHEDULE
EX. DRAINAGE PIPING SCHEDULE
LEGEND
CONSTRUCTION ZONE TRAFFIC CONTROL
ENGINEERS - PLANNERS
Engineering Business #34338
N
SCALE: 1"= 30'
Pine Key

6. ENGINEERS - PLANNERS
Engineering Business #34338
N
SCALE: 1"= 30'
LEGEND
Pine Key

7. PAVEMENT SECTION
TYPE "D" CURB TYPICAL SIDEWALK SECTION
TYPICAL PARKING
W/CURB AND/OR
SIDEWALK
SECTION A-A
ENGINEERS - PLANNERS
Engineering Business #3438
Pine Key
BOLLARD DETAIL

8. Engineering Business #34338
ENGINEERS - PLANNERS
Pine Key

9. STANDARD SPECIFICATIONS
REMOVE CONTAINER PRIOR TO PLANTING
ROOTBALL SHALL BE PLACED ON
BACKFILL MIX PER SPECIAL PROVISIONS
CROWN IS 50mm MIN. ABOVE FINISHED
AFTER PLANTING. WATER & MAINTAIN AS PER
AND LACING. FOR CONTAINERIZED PLANTS,
COMPLETELY REMOVE SYNTHETIC BURLAP
WATERING SAUCER SHALL BE FLOODED
GRADE AFTER SETTLEMENT
COMPACTED OR UNDISTURBED SUBGRADE
WATER BY FLOODING TWICE IN FIRST TWO HOURS
ROOTBALL
ROOTBALL
3 X ROOTBALL
SHRUB PLANTING
AS PER FLORIDA #1 GRADES AND STANDARDS
2
AND BACKFILL WITH PLANTING MIX
WATERING IN SHRUBS SHALL BE SET PLUMB
EXCAVATE TO REQUIRED DEPTH
RAISE AND REPLANT ANY SHRUBS WHICH SETTLE
SETTLE MORE THAN 50mm AFTER PLANTING &
6" BELOW
FENCE POST
OUTLINE OF TREE CROWN (EDGE OF DRIPLINE)
CORRESPONDS WITH ROOT SPREAD
2" MIN DEPTH AGED PINE BARK MULCH TO
SURROUND THE TREE (36" MIN FROM TRUNK OF
TREE)
UNDISTURBED SUBGRADE
PLASTIC OR WOODEN SNOW FENCE PLACED
ALONG DRIPLINE
3" HIGH WATERING SAUCER AROUND DRIPLINE
EXISTING GRADE
1/3 BURIAL OF OVERALL POST (2' MIN)
3
DRIP LINE
ROOTS SHALL BE PLACED ON
COMPACTED OR UNDISTURBED
SUBGRADE
WATERING SAUCER SHALL BE FLOODED
TWICE
MULCH SHALL BE 2" MIN DEPTH AND
SURROUND THE TREE (36" MIN FROM TRUNK
OF TREE)
AS PER FLORIDA #1 GRADES ANDSTANDARDS
2" X 4" X 2'6"
WOOD STAKES
(3)
1
6" BELOW
ROOTBALL
5 LAYERS OF
BURLAP (WRAPPED
AT POINT OF
SUPPORT)
2" X 4" WOOD CLEATS
(3)
3 X ROOTBALL
ROOTBALL
TREE WELL
DIAMETER
SAUCER
BE 8' (MIN.)
AS PER FLORIDA #1 GRADES AND STANDARDS
PALM TREE PLANTING AND STAKING
4
CLEAR
(SEE SPECS)
10.0 CU. FT.(MIN.)
PREPARED BACKFILL
HEIGHTS AS SHOWN
EXISTING SOIL
2" x 4" x 2'6"
FINISH GRADE
WOOD STAKES (3)
ON PLANS
8' (MIN.)
(SEPARATE FROM BUD)
UNTIL ESTABLISHMENT;
REMOVE ALL TIES AFTER
CUT BUD TO 1'4"-1'6" AND TIE;
REMOVE BOTTOM LAYER OF FRONDS
90 DAYS.
2" x 4" WOOD CLEATS (3)
12" DEEP WATER SAUCER
LENGTH AS REQUIRED
WITH 3" MIN DEPTH MULCH LAYER
2" x 4" WOOD BRACES
120 DEGREES APART
IN THIRDS
COMPACT BACKFILL
APPLY 8 AGRIFORM TABLETS
(SEE SPECS) ADJACENT TO
THE ROOT BALL IN THE UPPER 1/3
PORTION OF THE PLANTING SOIL
(WRAPPED AT POINT
5 LAYERS OF BURLAP
OF SUPPORT)
TRUNK
SHRUB SHALL BE PLANTED SO THAT
TWICE
AND SURROUND THE PALM TREE
(36" MIN FROM TRUNK OF TREE)
DIAMETER
TREE PIT TO
MULCH SHALL BE 2" MIN DEPTH AND
SURROUND THE SHRUB (36" MIN FROM BASE
OF SHRUB)
ENGINEERS - PLANNERS
Engineering Business #34338
N
SCALE: 1"= 30'
Pine Key