cover pageVIC-SAY
FOLIO No. 504134090010
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PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT PAGE 34, OF THE PUBLIC RECORDS OF
BROWARD COUNTY, FLORIDA. SAID LANDS SITUATES LYING AND BEING IN THE
TOWN OF DAVIE, BROWARD COUNTY, FLORIDA, CONTAINING 4.27 ACRES, MORE
OR LESS.
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THIS PROJECT CONSISTS OF THE DEVELOPMENT OF A 36,700± S.F. RETAIL
CENTER. TWO CBS BUILDINGS ARE PROPOSED WITH BAYS FROM 800 S.F. UP.
THE ESTIMATED COST FOR THIS PROJECT IS APPROXIMATELY 3,750.000. THE
ANTICIPATED TRAFFIC GENERATION FOR THIS PROJECT IS 337 PEAK HOUR
TRIPS. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE TOWN OF
DAVIE UTILITIES DEPARTMENT. TRASH COLLECTION SERVICE WILL BE
PROVIDED BY WASTE MANAGEMENT.
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ADDRESS: 1925 BRICKELL AVE., D-506 MIAMI, FL 33129 PHONE:
786-426-1118 FAX: 954-584-6880
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FL0ORIDA LICENSE AA-003186
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DAVIE, FLORIDA, 33314
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ARCHITECTURE - PLANNING - EVALUATION
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P.A. ARCHITECT INC.
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1016 NE 45TH STREET OAKLAND PARK, FLORIDA 33334 TELEPHONE: (954)
763-4071 / (954) 763-1047 FAX: (954)337-0817 EMAIL:
[email protected]
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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A2
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A2
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A2
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A2
5
A2
6
B
7
B
11
B-S
9
B-S
10
B-S
8
B-S
OMMERCIAL BUILDIN G
OMMERCIAL BUILDIN G
C.B.S. B UILDING
FLOOR ELEVATION= 8.0'
FLOOR ELEVATION= 8.0'
C.B.S. B UILDING
2 7 9 . 5 2 '
T
S
ST
2 7 5 . 1 1 '
S88°3 9'12"E
P L A
A G
.C .R
N01°5 1'20"W
G . 9 3 ,
35.00' OFFSET EAST
WITH CAP LB.3192
Y E
A S
E M
E N
T P
E R
G . 8 ,
G . 6 0 4
G . 1 0 6 ,
G S
. C
. R
WK.
ADDITIO NAL 5' R
5' B IK
WK.
MATCH EXIST.GRADE
PROPOSED TURN LANE
7364
GENERAL SITE NOTES
1. FOR LEGAL DESCRIPTION, BOUNDARY INFO, AND BENCHMARK INFO, SEE
SITE
SURVEY SHEET.
2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE
THE
PROJECT GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING
CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF
ANY
DISCREPANCIES ARISE.
CORNERS AND BENCHMARKS.
4. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY
CORNERS
AND BENCHMARKS.
5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE
IN
ACCORDANCE WITH ARCHITECTURAL BUILDINGS PLANS AND
SPECIFICATIONS.
6. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO
ANY
EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED
TO,
DRAINAGE, UTILITIES, PAVEMENT STRIPPING, CURB, ETC, REPAIRS SHALL
BE
EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
7. CODES AND O.S.H.A. STANDARDS
8. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
EXACT
LOCATIONS AND DIMENSIONS OF PRECISE BUILDINGS DIMENSIONS AND
EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,
SEED,
MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED
10. REFER TO ARCHITECTURAL PLANS FOR ELECTRICAL PLANS.
11. ALL DIMENSIONS AND RADII ARE TO THE FACE TO CURB UNLESS NOTED
(BOC)
WHICH INDICATES BACK OF CURB
12 CURB AND GUTTER PER DETAILS ON SHEET C-12 ADJUST GUTTER SLOPE
AS
REQUIRED TO MATCH GRADING INTENT ON PROPOSED ADJACENT
PAVEMENT
ON GRADING PLANS.
24" WIDE THERMOPLASTIC SOLID WHITE PAINTED STOP BAR PER FDOT
INDEX No. 17346 (TYP.)
4" WIDE PAVEMENT PARKING STRIPE PER CITY REQUIREMENTS (TYP.)
(TWO
COATS REQUIRED. FINAL COAT TO BE PAINTED PRIOR TO PROJECT
OPENING),
No. 17346 (TYP.)
WHITE ACCESSIBLE SYMBOL PAINTED ON PAVEMENT, PER FDOT INDEX
No.
17346 (TYP.)
5' WIDE ACCESSIBLE AISLE STRIPPING PAINTED ON PAVEMENT, PER
FDOT
INDEX No. 17346 (TYP.)
6" WIDE DOUBLE YELLOW PAVEMENT STRIPE, PER FDOT INDEX No.
17346
(TYP.)
TYPE "D" CURB, SEE DETAIL ON SHEET _____
HANDICAP ACCESSIBLE RAMP, MAX SLOPE 1:12, PER FDOT INDEX No.
304
PAINT A 2" WIDE X 36" LONG YELLOW STRIPE, ON EACH SIDE, ALONG
THE
SURFACE EDGES AND SIDES OF RAMP (CURB), STARTING AT BASE OF
RAMP
(TYP.)
DETECTABLE WARNING TO BE ARMOR-TILE TACTILE SYSTEM CAST IN
PLACE
TRUNCATED DOME SYSTEM PER FDOT INDEX No. 304. COLOR SHALL BE
YELLOW. SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS. (TYP.)
NEATLY SAW CUT, REMOVE AND MATCH EXISTING PAVEMENT & CURBING
AS
REQUIRED TO CONSTRUCT PAVEMENT.
25' X 25' SITE TRIANGLE
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B B
n g
i n
e e
, F
s a
m
SP001
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3 GAL..18"-24" SPR.FULL
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2 (for floor area between 25,000 s.f. and 60,000 s.f.)
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7. The proposed sidewalk connection from public sidewalk to on-site
sidewalk shall
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1. Typical building set back dimensions (minimum) will be as
required by Town of
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2. Fire hydrants will be located in accordance with Town of Davie
Code.
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3. All landscaping trees and shrubs shall meet or exceed the min.
landscape
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4. All signage to be submitted for review and approval at a later
day
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5. Water and Sewer services will be provided by Town of
Davie.
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6. Solid waste disposal will be made by the service provider
franchised by
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PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT PAGE 34, OF THE PUBLIC RECORDS OF
BROWARD COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN THE
TOWN OF DAVIE, BROWARD COUNTY, FLORIDA, CONTAINING 4.27 ACRES, MORE
OR LESS.
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8. Surveillance devises will be provided for crime prevention in
the breeze-way.
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Total Net Area
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Building Floor Area
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TRAFFIC SIGNAL BOX
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STREET LIGHTING BOX
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LIGHT POLE (TYP.)
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RESTAURANT, DRIVE-IN, FAST FOOD, TAKE-OUT USES. 3,500.00 S.F. @ 12
sp/1,000 S.F. = 42 spaces 3,500.00 S.F. @ 12 sp/1,000 S.F. = 42
spaces BUSINESS (OFFICES) 15,600.00 S.F. @ 1 sp/300 S.F. = 52
spaces 15,600.00 S.F. @ 1 sp/300 S.F. = 52 spaces 15,600.00 S.F. @
1 sp/300 S.F. = 52 spaces = 52 spaces RETAIL/COMMERCIAL 15,546.00
S.F. @ 1 sp/250 S.F. = 62 spaces 15,546.00 S.F. @ 1 sp/250 S.F. =
62 spaces 15,546.00 S.F. @ 1 sp/250 S.F. = 62 spaces = 62 spaces
TOTAL PARKING REQUIRED = 156 spaces= 156 spaces
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FL. REGISTRATION: 83223
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SITE DIMENSION PLAN
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1 inch = ft.
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
R
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S-13 TYPE "C"
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%%UCATCH BASIN SCHEDULE:
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METHOD OF CONSTRUCTION.
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1. WHERE CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE
APPROVED
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2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
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5. PVC PIPE TO HAVE ROCK BACKFILL TO OF PIPE.
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* FOR 21" DRAINAGE PIPE USE 1/2 OF A 30"%%C PIPE AS BAFFLE
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* FOR 18" DRAINAGE PIPE USE 1/2 OF A 27"%%C PIPE AS BAFFLE
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* FOR 15" DRAINAGE PIPE USE 1/2 OF A 21"%%C PIPE AS BAFFLE
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M-8 8'-0"%%C 10" 10" #5 @ 6" C.C.E.W. 10'-8" %%C
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M-7 7'-0"%%C 8" 10" #5 @ 12" C.C.E.W. #5 @ 6" C.C.E.W. 9'-4"
%%C
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M-6 6'-0"%%C 8" 10" #5 @ 12" C.C.E.W. #5 @ 6" C.C.E.W. 8'-4"
%%C
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M-5 5'-0"%%C 8" 8" #5 @ 12" C.C.E.W. #5 @ 12" C.C.E.W. 7'-4"
%%C
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M-4 4'-0"%%C 8" 8" #4 @ 12" C.C.E.W. #4 @ 12" C.C.E.W. 6'-4"
%%C
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PER AASHTO T-180
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3/4" WASHED STONE
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1. BERM TO BE CONSTRUCTED OF SUITABLE FILL MATERIAL. NO MUCK OR
OPEN GRADED SILICA (SUGAR) SAND WILL BR ACCEPTABLE 2. BERM TO BE
COMPACTED TO 92% DENSITY AND SODDED OR STABILIZED IN AN APPROVED
METHOD TO PERVENT EROSION. 3. TOP OF BERM OR WALL TO BE CONTRUCTED
A MINIMUM ELEVATIONEQUAL TO THE PROJECTED 25 YEARS EVENT STORM. 4.
TOP OF BERM OR WALL SHALL BE NO HIGHER THAN 6" BELOW THE LOWEST
STRUCTURAL SLAB ELEVATION.
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CUT FILTER FABRIC PAST JOINT BAND INSERT FABRIC BETWEEN PIPE &
JOINT BAND (SUCH THAT BAND CLAMPS TRENCH LINER)
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1- PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECT TO
ADDITIONAL CATCH BASIN AS REQUIRED (CAP ENDS OF PIPE) & JOINT
BAND
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2- SIDES AND TOP OF TRENCH TO BE LINED WITH TRENCH LINER OVERLAP
LINER A MINIMUM OF TWO FEET AT EDGES.
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NOTE: : FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE
SHOWN. EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE
REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY, SEE SHEET
2.
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1/2-21" DIA. C.A.M.P.
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95% COMPACTED FILL
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CONC. GROUTED FILL CELL W/ 1 #5 RE-BAR VERT. LAP MIN. 18 BAR DIA.
INTO FOOTING AND TIE BEAM. MAX. C.C. SPACING OF 4' (TYPICAL
INDICATION UNLESS OTHER WISE NOTED)
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(Utility Pole, Ex.)
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A- " EXPANSION JOINTS (PREFORMED JOINT FILLER) 12" EXPANSION JOINTS
(PREFORMED JOINT FILLER) B- " DUMMY JOINTS, TOOLED 18" DUMMY
JOINTS, TOOLED C- " FORMED OPEN JOINTS 18" FORMED OPEN JOINTS D- "
SAW CUT JOINTS, 1 " DEEP (WITHIN 96 HOURS) MAX. 5' CENTERS 316" SAW
CUT JOINTS, 1 " DEEP (WITHIN 96 HOURS) MAX. 5' CENTERS 12" DEEP
(WITHIN 96 HOURS) MAX. 5' CENTERS E- " SAW CUT JOINTS, 1 " DEEP
(WITHIN 12 HOURS) MAX. 30' CENTERS JOINT(S) REQUIRED WHEN 316" SAW
CUT JOINTS, 1 " DEEP (WITHIN 12 HOURS) MAX. 30' CENTERS JOINT(S)
REQUIRED WHEN 12" DEEP (WITHIN 12 HOURS) MAX. 30' CENTERS JOINT(S)
REQUIRED WHEN LENGTH EXCEEDS 30' F- " EXPANSION JOINT WHEN RUN OF
SIDEWALK EXCEEDS 120'. INTERMEDIATE LOCATIONS WHEN CALLED 12"
EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120'. INTERMEDIATE
LOCATIONS WHEN CALLED FOR IN THE PLANS OR AT LOCATIONS AS DIRECTED
BY THE ENGINEER. G- COLD JOINT WITH BOND BREAKER, TOOLED
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1. CONSTRUCT SIDEWALKS IN ACCORDANCE WITH SPECIFICATION SECTION
522. 2. INCLUDE DETECTABLE WARNINGS ON SIDEWALK CURB RAMPS IN
ACCORDANCE WITH INDEX 304. 3. FOR TURNOUTS SEE INDEX 515. 4. BOND
BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR
PREFORMED BOND BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR
SHEET MEMBRANE OR PREFORMED BOND BREAKER MATERIAL CAN BE ANY
IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED BREAKER MATERIAL
CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED
BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR
PREFORMED MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE
OR PREFORMED MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET
MEMBRANE OR PREFORMED CAN BE ANY IMPERMEABLE COATED OR SHEET
MEMBRANE OR PREFORMED CAN BE ANY IMPERMEABLE COATED OR SHEET
MEMBRANE OR PREFORMED BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE
OR PREFORMED BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR
PREFORMED ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED ANY
IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED IMPERMEABLE
COATED OR SHEET MEMBRANE OR PREFORMED IMPERMEABLE COATED OR SHEET
MEMBRANE OR PREFORMED COATED OR SHEET MEMBRANE OR PREFORMED COATED
OR SHEET MEMBRANE OR PREFORMED OR SHEET MEMBRANE OR PREFORMED OR
SHEET MEMBRANE OR PREFORMED SHEET MEMBRANE OR PREFORMED SHEET
MEMBRANE OR PREFORMED MEMBRANE OR PREFORMED MEMBRANE OR PREFORMED
OR PREFORMED OR PREFORMED PREFORMED PREFORMED MATERIAL HAVING A
THICKNESS OF NOT LESS THAN 6 MILS NOR MORE THAN ". 12". 5.
CONSTRUCT SIDEWALKS WITH EDGE BEAM THROUGH THE LIMITS OF ANY
SURFACE MOUNTED CONSTRUCT SIDEWALKS WITH EDGE BEAM THROUGH THE
LIMITS OF ANY SURFACE MOUNTED CONSTRUCT SIDEWALKS WITH EDGE BEAM
THROUGH THE LIMITS OF ANY SURFACE MOUNTED SIDEWALKS WITH EDGE BEAM
THROUGH THE LIMITS OF ANY SURFACE MOUNTED SIDEWALKS WITH EDGE BEAM
THROUGH THE LIMITS OF ANY SURFACE MOUNTED WITH EDGE BEAM THROUGH
THE LIMITS OF ANY SURFACE MOUNTED WITH EDGE BEAM THROUGH THE LIMITS
OF ANY SURFACE MOUNTED EDGE BEAM THROUGH THE LIMITS OF ANY SURFACE
MOUNTED EDGE BEAM THROUGH THE LIMITS OF ANY SURFACE MOUNTED BEAM
THROUGH THE LIMITS OF ANY SURFACE MOUNTED BEAM THROUGH THE LIMITS
OF ANY SURFACE MOUNTED THROUGH THE LIMITS OF ANY SURFACE MOUNTED
THROUGH THE LIMITS OF ANY SURFACE MOUNTED THE LIMITS OF ANY SURFACE
MOUNTED THE LIMITS OF ANY SURFACE MOUNTED LIMITS OF ANY SURFACE
MOUNTED LIMITS OF ANY SURFACE MOUNTED OF ANY SURFACE MOUNTED OF ANY
SURFACE MOUNTED ANY SURFACE MOUNTED ANY SURFACE MOUNTED SURFACE
MOUNTED SURFACE MOUNTED MOUNTED MOUNTED PEDESTRIAN/BICYCLE RAILING
OR PIPE GUIDERAIL SHOWN IN THE PLANS. (SEE RAILING DETAIL) 6. WHEN
ROADWAYS OR DRIVEWAYS ARE NEWLY CONSTRUCTED, RECONSTRUCTED OR
ALTERED, WHEN ROADWAYS OR DRIVEWAYS ARE NEWLY CONSTRUCTED,
RECONSTRUCTED OR ALTERED, WHEN ROADWAYS OR DRIVEWAYS ARE NEWLY
CONSTRUCTED, RECONSTRUCTED OR ALTERED, ROADWAYS OR DRIVEWAYS ARE
NEWLY CONSTRUCTED, RECONSTRUCTED OR ALTERED, ROADWAYS OR DRIVEWAYS
ARE NEWLY CONSTRUCTED, RECONSTRUCTED OR ALTERED, OR DRIVEWAYS ARE
NEWLY CONSTRUCTED, RECONSTRUCTED OR ALTERED, OR DRIVEWAYS ARE NEWLY
CONSTRUCTED, RECONSTRUCTED OR ALTERED, DRIVEWAYS ARE NEWLY
CONSTRUCTED, RECONSTRUCTED OR ALTERED, DRIVEWAYS ARE NEWLY
CONSTRUCTED, RECONSTRUCTED OR ALTERED, ARE NEWLY CONSTRUCTED,
RECONSTRUCTED OR ALTERED, ARE NEWLY CONSTRUCTED, RECONSTRUCTED OR
ALTERED, NEWLY CONSTRUCTED, RECONSTRUCTED OR ALTERED, NEWLY
CONSTRUCTED, RECONSTRUCTED OR ALTERED, CONSTRUCTED, RECONSTRUCTED
OR ALTERED, CONSTRUCTED, RECONSTRUCTED OR ALTERED, RECONSTRUCTED OR
ALTERED, RECONSTRUCTED OR ALTERED, OR ALTERED, OR ALTERED, ALTERED,
ALTERED, CONSTRUCT THE CROSS SLOPES FOR CROSSWALKS AND
DISCONTINUOUS SIDEWALKS AS FOLLOWS: A. CROSS SLOPE = 0.02 FOR
ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR "YIELD" A. CROSS
SLOPE = 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR
"YIELD" A. CROSS SLOPE = 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED
BY "STOP" SIGN OR "YIELD" CROSS SLOPE = 0.02 FOR ROADWAYS OR
DRIVEWAY CONTROLLED BY "STOP" SIGN OR "YIELD" CROSS SLOPE = 0.02
FOR ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR "YIELD" SLOPE
= 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR
"YIELD" SLOPE = 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP"
SIGN OR "YIELD" = 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED BY
"STOP" SIGN OR "YIELD" = 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED
BY "STOP" SIGN OR "YIELD" 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED
BY "STOP" SIGN OR "YIELD" 0.02 FOR ROADWAYS OR DRIVEWAY CONTROLLED
BY "STOP" SIGN OR "YIELD" FOR ROADWAYS OR DRIVEWAY CONTROLLED BY
"STOP" SIGN OR "YIELD" FOR ROADWAYS OR DRIVEWAY CONTROLLED BY
"STOP" SIGN OR "YIELD" ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP"
SIGN OR "YIELD" ROADWAYS OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR
"YIELD" OR DRIVEWAY CONTROLLED BY "STOP" SIGN OR "YIELD" OR
DRIVEWAY CONTROLLED BY "STOP" SIGN OR "YIELD" DRIVEWAY CONTROLLED
BY "STOP" SIGN OR "YIELD" DRIVEWAY CONTROLLED BY "STOP" SIGN OR
"YIELD" CONTROLLED BY "STOP" SIGN OR "YIELD" CONTROLLED BY "STOP"
SIGN OR "YIELD" BY "STOP" SIGN OR "YIELD" BY "STOP" SIGN OR "YIELD"
"STOP" SIGN OR "YIELD" "STOP" SIGN OR "YIELD" SIGN OR "YIELD" SIGN
OR "YIELD" OR "YIELD" OR "YIELD" "YIELD" "YIELD" SIGN. B. CROSS
SLOPE = 0.05 FOR ROADWAYS OR DRIVEWAYS CONTROLLED BY TRAFFIC
SIGNAL.
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GASKET TO FORM WATERTIGHT JOINTS ARE REQUIRED ALONG ALL EDGES OF
THE METAL PLATE WEIR WITH THE CONCRETE STRUCTURE.
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TO DRAINAGE STRUCTURE
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STIRLING ROAD R.O.W.
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PORTIONS OF FOOTINGS OR FOUNDATION WALL ARE NOT ALLOWED TO BE
LOCATED INSIDE OF DRAINAGE OR DRAINAGE FLOWAGE & STORAGE
EASEMENTS TO BE DEDICATED TO CENTRAL BROWARD WATER CONTROL
DISTRICT
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TOP ELEV. 5.0
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BOTTOM ELEV: 1.0
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RIM EL. 6.6
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
LIGHT DUTY
n g i n e e r
2 0 2 1 N
W 1 3 0 t h A
v e n u e , A
p t . 1 7 0
S u n r i s e , F
l o r i d a 3 3 3 2 3
P h o n e : 2 3 9 - 9 8 9 - 7 1 4 0
e m
a i l : c o s a l t o s @
h o t m
SP003
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PROVIDE WATERPROOF COATING. (THE WALL COLOR SHOULD BE 45YY 68380
ICI PAINTS PINEAPPLE)
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RIP RAP BAGS
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NOTE: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS
TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
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%%USTANDARD SIGN BASE
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6" LIMEROCK BASE COURSE HAVING A MINIMUM LBR OF 100
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AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY
DENSITY (ASTM D-1557).
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12" STABILIZED SUB BASE FILL WITH A MIN. LBR OF 40 COMPACTED TO AT
LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.
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12" STABILIZED SUB BASE OR SUB GRADE WITH A MINIMUM LBR OF 40
COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. (ASTM
D-1557).
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3.- ALL DIMENSIONS ARE TO C OF STRIPE UNLESS OTHERWISE
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%%UACCESSIBLE PARKING SYMBOL
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FL. REGISTRATION: 83223
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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SITE PLAN DETAILS
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TOP OF EXISTING
0.5'
0.5'
16'
0.5'
TYPE "D" CURB
TYPE "D" CURB
AISLE
EXIST.
SKW
n g i n e e r
2 0 2 1 N
W 1 3 0 t h A
v e n u e , A
p t . 1 7 0
S u n r i s e , F
l o r i d a 3 3 3 2 3
P h o n e : 2 3 9 - 9 8 9 - 7 1 4 0
e m
a i l : c o s a l t o s @
h o t m
SP004
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FL. REGISTRATION: 83223
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SITE PLAN CROSS-SECTIONS
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
BAY 30
BAY 29
BAY 28
BAY 27
BAY 26
BAY 25
BAY 24
BAY 22
BAY 21
BAY 20
BAY 19
BAY 18
BAY 17
BAY 16
BAY 15
BAY 14
BAY 13
BAY 12
BAY 11
BAY 10
BAY 09
BAY 08
BAY 07
BAY 06
BAY 05
BAY 04
BAY 03
BAY 02
BAY 01
DW1' DW1
W2
W2
W2
DW1 DW1 DW1 DW1 DW1 DW1 DW1DW1' DW1' DW1' DW1' DW1' DW1' DW1'
W1
W1
DW1
DW1'
DW1'
DW1
DW1'
DW1'
DW1'
DW1
DW1
DW1
DW2
DW2
DW2'
DW2'
D2
D1
D1
D1
D1
D1
D1
D1
D1
D1
D1
W2 W2 W2
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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FIRE SPRINKLE REQUIREMENTS for type M as per for type M as per
section 903 - fire area < 12.000sf < 24.000sf for multilevel
with fire area separation, in conclusion for this bulding is not
required an automatic sprinkler system BUILDING #1 4,522sf <
12.000sf 4,522sf < 12.000sf 4,522sf < 12.000sf BUILDING #2
10,780sf < 12.000sf 10,780sf < 12.000sf BUILDING #3 9,698sf
< 12.000sf 9,698sf < 12.000sf BUILDING #4 9,646sf <
12.000sf 9,646sf < 12.000sf
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OCCUPANT LOAD for type M, as per section 1004 for type M, as per
section 1004 section 1004 areas on the floors - 60 gross 60 gross
basement and grade floor areas - 30 gross 30 gross BUILDING #1 -
typical bay area 690 sf:30sf/p 23 690 sf:30sf/p 23 BUILDING #2 -
typical bay area 628 sf:30sf/p 21 628 sf:30sf/p 21 BUILDING #3 -
typical bay area 628 sf:30sf/p 21 628 sf:30sf/p 21 BUILDING #4 -
typical bay area 690 sf:30sf/p 23 690 sf:30sf/p 23 NOTE: On the
egress side, on or adjacent to the door On the egress side, on or
adjacent to the door must be a readily visible, durable sign that
reads " THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
OCCUPIED"
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TABLE 503 COMPLIANCES
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-SEVERITY = LIGHT -W = 46 l.f. -H = 28 l.f. -EXPOSED FIRE WALL AREA
= 46x28 = 1288 s.f. -WINDOW AREA: W1 = 6.5'x9' = 59 s.f. W2 =
9.75'x9' = 88 s.f. THEREFORE W1+W2+W2 = 59+88+88 = 235 s.f.
-PERCENTAGE OF OPENING = 235/1288 = 0.182 THEREFORE 0.182x100 =
18.2% -WIDTH/HEIGHT RATIO = 46/28 = 1.6 -PER TABLE 4.3.7.3 GUIDE
NUMBER (FOR MIN. SEPARATION DISTANCE FOR 18.2% OPENING; W/H OF 1.6
AND SEVERITY = LIGHT) = 0.44 -MIN. REQUIRED SEPARATION = (LEAST
WIDTH OR LEAST HEIGHT)x0.44 THEREFORE 28x0.44 = 12.32' REQUIRED
< 15' PROVIDED
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-SINGLE WALL RATED = 4 HR. -DOUBLE WALL - EACH REQUIRED 3 HR. CMU
WITH EQUIVALENT THICKNESS = 3.69 = 100 MINUTES PLUS (1) LAYER OF
5/8" TYPE "X" G.W.B. = 40 MINUTES PLUS 2nd LAYER OF 5/8" TYPE "X"
G.W.B. = 40 MINUTES TOTAL = 180 MINUTES THEREFORE 180 NIMUTES = 3
HR.
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CODE COMPLIANCE ALL WORK IS DESIGNED TO CONFORM TO : - FLORIDA
BUILDING CODE 5th EDITION (2014) - BUILDING - FLORIDA BUILDING CODE
5th EDITION (2014) - RESIDENTIAL - F.F.P.C. 5th EDITION (2014)
BASED ON NFPA 1 AND NFPA 101 2012 EDITIONS F.F.P.C. 5th EDITION
(2014) BASED ON NFPA 1 AND NFPA 101 2012 EDITIONS BASED ON NFPA 1
AND NFPA 101 2012 EDITIONS BASED ON NFPA 1 AND NFPA 101 2012
EDITIONS - A.S.C.E. 7-10 A.S.C.E. 7-10 - NEC 2011 - NFPA 70
CONSTRUCTION TYPE & OCCUPANCY TYPE OF USE : MERCANTILE
MERCANTILE OCCUPANCY GROUP : M M CONSTRUCTION TYPE : TYPE III-B
(UNSPRINKLED)TYPE III-B (UNSPRINKLED)
T.O.WINDOW Elev. 26'-5"
B.O.WINDOW Elev. 22'-3"
T.O.COLUMN Elev. 13'-0"
1 32 65 7 8 9 10 11 131214
T.O.PARAPET Elev. 21'-10"
4'- 8"
T.O.PARAPET Elev. 27'-3" T.O.PARAPET Elev. 25'-3"
8 9 10 11 13 14 15 16 17 1812 20 2221 23 24 25 26 27 29 30 31 32 33
34 3628 36 373619 35 38
building#4
6'- 1"
TIE BEAM Elev. 30'-0"
T.O.RIDGE Elev. 34'-11"
T.O.PARAPET Elev. 27'-3"
T.O.PARAPET Elev. 25'-3"
building#4 building#5building#3 8 9 10 11 13 14 15 16 17 1812 20
2221 23 24 25 26 27 29 30 31 32 33 34 3628 36 373619 35 38
T.O.RIDGE Elev. 40'-0"
T.O.PARAPET Elev. 26'-0"
12
6
building#1 building#2building#5 FFEECCBBAA DD GG F E C B ADGN M L K
J I
H
P. A
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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PROPOSED ROOF ACCESS LADDERS (see details 3,4 & 5 on Sheet
A-7)
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building#2
P-2P-2 P-3
16
1212 131213
building#1
7 6
16
PAINT LEGEND P-1 10YY 45419 ICI PAINTS WOOD THRUSH P-2 30YY 74174
ICI PAINTS ANTIQUE FRESCO P-3 45YY 68380 ICI PAINTS PINEAPPLE P-4
60YR 21379 ICI PAINTS COLORADO RUST
MATERIAL LEGEND 1 S-TILE CEMENT ROOF TILES 2 DECORATIVE
MOULDING,
WITH SMOOTH STUCCO 3 LIGHT GREY TINTED GLASS IN WHITE
E.S.P. ALUMINUM FRAME 4 STOREFRONT: CLEARGLASS IN WHITE
E.S.P. ALUMINUM FRAME 5 SMOOTH STUCCO FINISH 6 RAISED STUCCO BAND 7
IMITATION KEYSTONE COLUMN BASE 8 IMITATION KEYSTONE BUILDING BASE 9
IMITATION KEYSTONE COLUMNS 10 CANVAS FABRIC AWNING 11 SCUPPER 12
OVERFLOW 13 LEADER 14 HM DOOR 15 WATER DIVERTER HEADER 16
DECORATIVE STONE FINISH
BAY 50
BAY 49
BAY 48
BAY 47
BAY 46
BAY 45
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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6P-4P-4
P-2
P-2P-2
P-4
P-3 P-3 P-2
26 27 29 30 31 32 33 34 3628 36 373635 38
6'- 1"
16 16
1213
H
T.O.PARAPET Elev. 21'-10"
FECBA D G
16
PAINT LEGEND P-1 10YY 45419 ICI PAINTS WOOD THRUSH P-2 30YY 74174
ICI PAINTS ANTIQUE FRESCO P-3 45YY 68380 ICI PAINTS PINEAPPLE P-4
60YR 21379 ICI PAINTS COLORADO RUST
MATERIAL LEGEND 1 S-TILE CEMENT ROOF TILES 2 DECORATIVE
MOULDING,
WITH SMOOTH STUCCO 3 LIGHT GREY TINTED GLASS IN WHITE
E.S.P. ALUMINUM FRAME 4 STOREFRONT: CLEARGLASS IN WHITE
E.S.P. ALUMINUM FRAME 5 SMOOTH STUCCO FINISH 6 RAISED STUCCO BAND 7
IMITATION KEYSTONE COLUMN BASE 8 IMITATION KEYSTONE BUILDING BASE 9
IMITATION KEYSTONE COLUMNS 10 CANVAS FABRIC AWNING 11 SCUPPER 12
OVERFLOW 13 LEADER 14 HM DOOR 15 WATER DIVERTER HEADER 16
DECORATIVE STONE FINISH
P. A
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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2 11 128 5P-2P-2 P-3 P-3P-4 P-4 P-2
building#3 13 14 15 16 17 18 20 2221 23 24 25 26 27 2819
T.O.RIDGE Elev. 40'-0"
T.O.PARAPET Elev. 26'-0"
P-4
13 14 15 16 17 18 20 2221 23 24 25 26 27 2819
building#4
5'- 7"
PAINT LEGEND P-1 10YY 45419 ICI PAINTS WOOD THRUSH P-2 30YY 74174
ICI PAINTS ANTIQUE FRESCO P-3 45YY 68380 ICI PAINTS PINEAPPLE P-4
60YR 21379 ICI PAINTS COLORADO RUST
MATERIAL LEGEND 1 S-TILE CEMENT ROOF TILES 2 DECORATIVE
MOULDING,
WITH SMOOTH STUCCO 3 LIGHT GREY TINTED GLASS IN WHITE
E.S.P. ALUMINUM FRAME 4 STOREFRONT: CLEARGLASS IN WHITE
E.S.P. ALUMINUM FRAME 5 SMOOTH STUCCO FINISH 6 RAISED STUCCO BAND 7
IMITATION KEYSTONE COLUMN BASE 8 IMITATION KEYSTONE BUILDING BASE 9
IMITATION KEYSTONE COLUMNS 10 CANVAS FABRIC AWNING 11 SCUPPER 12
OVERFLOW 13 LEADER 14 HM DOOR 15 WATER DIVERTER HEADER 16
DECORATIVE STONE FINISH
P. A
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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PROPOSED ROOF ACCESS LADDERS (see details 3,4 & 5 on Sheet
A-7)
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31
1 32 65 7 8 9 10 11 13 141214
T.O.COLUMN Elev. 13'-0"
T.O.PARAPET Elev. 21'-10"
building#5
T.O.WINDOW Elev. 29'-10"
B.O.WINDOW Elev. 24'-0"
T.O.COLUMN Elev. 13'-0"
T.O.RIDGE Elev. 40'-0"
building#5
211 12 8 5 P-2P-3P-4P-2
27 29 30 31 32 33 34 3628 36 373635 38
PAINT LEGEND P-1 10YY 45419 ICI PAINTS WOOD THRUSH P-2 30YY 74174
ICI PAINTS ANTIQUE FRESCO P-3 45YY 68380 ICI PAINTS PINEAPPLE P-4
60YR 21379 ICI PAINTS COLORADO RUST
MATERIAL LEGEND 1 S-TILE CEMENT ROOF TILES 2 DECORATIVE
MOULDING,
WITH SMOOTH STUCCO 3 LIGHT GREY TINTED GLASS IN WHITE
E.S.P. ALUMINUM FRAME 4 STOREFRONT: CLEARGLASS IN WHITE
E.S.P. ALUMINUM FRAME 5 SMOOTH STUCCO FINISH 6 RAISED STUCCO BAND 7
IMITATION KEYSTONE COLUMN BASE 8 IMITATION KEYSTONE BUILDING BASE 9
IMITATION KEYSTONE COLUMNS 10 CANVAS FABRIC AWNING 11 SCUPPER 12
OVERFLOW 13 LEADER 14 HM DOOR 15 WATER DIVERTER HEADER 16
DECORATIVE STONE FINISH
P. A
RIGHTS IN THESE PLANS, IDEAS, AND DESIGN.
THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MATTER, WHATSOEVER; NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN PERMISSION,
CONSENT, AND APPROPRIATE COMPENSATION TO
P.A. ARCHITECT, INC. OR PHILIP D. AGUIRRE.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. CONTRACTOR SHALL
VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
AND CONDITIONS OF THE JOB AND P.A. ARCHITECT,
INC. BE NOTIFIED IN WRITING OF ANY VARIATION
FROM THE DIMENSIONS, CONDITIONS AND
SPECIFICATIONS APPEARING ON THESE PLANS.
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C.B.S. BUILDING
PARCEL "A" "HIDDEN COVE"
C O
. S U
B D
IV IS
IO N
STIRLING ROAD
E .O
38.92'
xq c;
P LA
T B
O O
K 1
68 , P
A G
E 8
xq c;
B 2
/ C O
M M
E R
C IA
T
M.H
CB
C B
W C
D D
0.7%
0.14%
SAND CEMENT RIP- RAP HEADWALL CAP. ELEV. 5.5 INV. ELEV. 1.5
0.15%
6.0 4.0
7.4
6. 0
5. 5
7.0
7.0
TOWN OF DAVIE LANDSCAPE CALCULATIONS
TOTAL SITE AREA: 184,891 4.25 AC PERVIOUS AREA: 69,377 SF. 37.5%
LAKE AREA 15,840 SF. ZONING B-2
PARKING AREA (15% OF VUA) 65,663 S.F. OF PAVED AREA X 15% = 9,850
S.F. Provided = 11,704 SF LANDSCAPE ISLANDS = 5475 SF. TREES: 4,376
SF/200 S.F.= 22 PROVIDED = 22
LANDSCAPE ISLANDS = 31 PROPOSED TREES 31
ON LOT TREES: LOT AREA: 184,891 SF. 4 PER 1ST 20,000 S.F. = 4 1 PER
ADD'T 10,000 S.F. = 17 REQUIRED = 21 PROVIDED = 21
MIN. ON LOT TREE SIZE REQUIREMENTS: 60% 14'-16' 3" CAL. = 13
REQUIRED PROVIDED = 13 20% 12' HT. 2.5" CAL. = 5 REQUIRED PROVIDED
= 5 20% 10' HT. 2" CAL. = 5 REQUIRED PROVIDED = 5
STREET TREES REQUIRED (FPL LINES) STIRLING RD. 630/40 = 16 PROVIDED
= 16 ACCENTS 630/100 = 7 PROVIDED = 7
EAST PERIMETER RD. 189/40 = 5 PROVIDED = 5 ACCENTS 189/100 = 2
PROVIDED =2
NORTH PERIMETER RD. 661/40 =17 PROVIDED = 17
WEST PERIMETER BUFFER 280/40 = 7 PROVIDED = 7
TOTAL TREES REQUIRED 128 TOTAL TREES PROVIDED 128 + 7 MITIGATION
TREES =135 60% NATIVE REQUIRED 128 X.60= 77 REQUIRED 84 PROPOSED
20% PALMS ALLOWED = 25 COUNTED = 25
MITIGATION TREES REQUIRED = 56 PROVIDED = 7 REMAINING BALANCE TO BE
PAID INTO THE TREE PRESERVATION FUND 49 TREES X 3" X $90.00 =
$13,230.00
SHRUBS/GROUNDCOVER 20 PER 1ST. 20,000 S.F. = 20 + 5 ADD'T SHRUBS
PER 10,000 = 83 PROVIDED: 83 GROUNDCOVER = 83 DROUGHT
TOLERANT/NATIVES REQUIRED(50%) = 42 DROUGHT TOLERANT/NATIVE SHRUBS
PROVIDED = 42 (100%) DROUGHT TOLERANT/NATIVE GROUND COVERS PROVIDED
= 42
SOD REQUIREMENTS: 50% MAX OF PERVIOUS AREA PERVIOUS AREA = 69,367 -
8,261 LME = 61,106 X 50% MAX ALLOWED = 30,553 SF. PROVIDED ST
AUGUSTINE SOD = 24,699 SF. BAHIA SOD = 5,145 SF
TOWN OF DAVIE XERISCAPE/FLORIDA FRIENDLY LANDSCAPE NOTES: 1. SOIL
IMPROVEMENTS: IMPROVE THE SOIL WITH ORGANIC MATERIALS PRIOR TO THE
INSTALLATION OF ANY IRRIGATION SYSTEM. 2. EFFICIENT IRRIGATION:
IRRIGATION SYSTEM SHALL PROVIDE RAIN SHUT OFF VALVE, MOISTURE
SENSOR, ELECTRIC OR HYDAULIC SOLENOID VALVES. 3. PLAN INCORPORATES
DROUGHT TOLERANT/FLORIDA FRIENDLY PLANT COMMUNITIES 4. MULCH: PLACE
MULCH DIRECTLY ON THE SOIL OR ON A BREATHABLE OR BIODEGRADABLE
MATERIAL USED AROUND TREES, SHRUBS AND IN ALL PLANTING BEDS. 5.
APPROPRIATE MAINTENANCE: USE PROPER MOWING, PRUNING AND WEEDING
TECHNIQUES AND LIMIT THE USE OF FERTILIZER AND PEST CONTROL TO
FURTHER WATER SAVINGS. AVOID SOD CUTTINGS INTO LAKES AND ADJACENT
CANALS. 6. ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLANTED
WITHIN 5' OF UNDERGROUND UTILITIES AND WALKWAYS. 7. CONTRACTOR
SHALL FIELD VERIFY THERE ARE NO STREET SIGNAGE OBSTRUCTIONS AND
SHALL ADJUST LANDSCAPE MATERIALS WHERE NECESSARY
QV14 6
LI12 9
QV14 2
CIR 152
JPA3 40
JPA3 40
UTILITY STRUCTURE
CANOPY TREE
LIGHT POLE
FM3 200
QV14 1
SP3 3
SP3 9
CES14 4
CE3 125
CES14 4
SP3 9
LI12 6
SIGHT TRIANGLE NOTE: ALL SHRUBS AND GROUND COVERS WITHIN SIGHT
TRIANGLES SHALL BE MAINTAINED BELOW 30" IN HT. ALL TREES SHALL
MAINTAIN A 4.5' CT.
15'X15' SIGHT TRIANGLES TYP. BOTH SIDES
NOTE: ALL PLANT MATERIALS SHALL BE FL. NO.1 OR BETTER REFER TO
SHEET L-3 FOR LANDSCAPE DETAILS REFER TO SHEET L-2 FOR EXISTING
TREE DISPOSITION PLAN AN AUTOMATIC IRRIGATION SYSTEM SHALL BE
INSTALLED AT TIME OF CONSTRUCTION. AN IRRIGATION PLAN WILL BE
SUBMITTED AT TIME OF PERMIT APPROVAL SOD AND IRRIGATION SHALL BE
INSTALLED TO EDGE OF PAVMENT WITH DEDICATED RIGHT OF WAY OUTSIDE OF
PROPERTY LINE ALONG FLAMINGO ROAD CONTRACTOR SHALL CALL THE TOWN OF
DAVIE LANDSCAPE INSPECTOR TO SCHEDULE A PRE- CONSTRUCTION MEETING
PRIOR TO STARTING WORK
LIGHT POLE TYP.
4/24/17
IT'S THE LAW!
1-800-432-4770
C.B.S. BUILDING
PARCEL "A" "HIDDEN COVE"
C O
. S U
B D
IV IS
IO N
STIRLING ROAD
E .O
38.92'
xq c;
P LA
T B
O O
K 1
68 , P
A G
E 8
xq c;
B 2
/ C O
M M
E R
C IA
T
M.H
CB
C B
W C
D D
0.7%
0.14%
SAND CEMENT RIP- RAP HEADWALL CAP. ELEV. 5.5 INV. ELEV. 1.5
0.15%
6.0 4.0
7.4
6. 0
5. 5
7.0
7.0
EXISTING TREE TO REMAIN
EXISTING TREE TO REMOVE
EXISTING TREE TO RELOCATE
KEY 1. ELM 18" 30'X16' GOOD REMOVE/MITIGATE 2. MANGO 18" 20'X15'
GOOD REMOVE/MITIGATE 3. MANGO 12" 33'X15' GOOD REMOVE/MITIGATE 4.
BLACK OLIVE 36" 20'X15' FAIR REMOVE/MITIGATE 5. MANGO 10" 20'X20'
FAIR REMOVE/MITIGATE 6. MANGO 8" 20'X15' FAIR REMOVE/MITIGATE 7.
LIVE OAK 18" 25'X18' GOOD RELOCATE 8. BLACK OLIVE 18" 30'X20' FAIR
REMOVE/MITIGATE 9. LIVE OAK 12" 25'X18' GOOD RELOCATE 10. LIVE OAK
6" 20'X20' GOOD RELOCATE 11. BLACK OLIVE 36" 25'X15' FAIR
REMOVE/MITIGATE 12. STRANGLER FIG 48" 20'X15' POOR REMOVE/MITIGATE
13. LIVE OAK 18" 25'X18' GOOD RELOCATE
TREES TO REMOVE AND MITIGATE = 9 (168 INCHES) /3 = 56 REQUIRED
TREES PER MITIGATION = (56) 3" DBH. SEE SHEET L-1 FOR MITIGATION
LOCATIONS
EXISTING TREE INVENTORY
RELOCATED LIVE OAK
KEY
RELOCATION / TRANSPLANTING NOTES All relocated trees less than 9"
(measured 12" above grade) shall be relocated using a 90" tree
spade by an operator experienced and trained in this area. The
Landscape Architect will supply a list of local companies capable
of this type of work upon request. Contractor is responsible to
root prune trees a min. of 6 weeks prior to relocation. Trees
larger than 9" cal. (measured 12" above grade) shall be root pruned
by hand by a certified arborist. Live Oaks shall be root pruned a
min of 12 weeks in prior to relocation. Landscape Architect's
approval and special relocation specifications shall be required if
root pruning 12 weeks prior to relocation is not possible. No
species of tree shall be moved with less than 6 weeks between root
pruning and relocation. Trees larger than 9" (measured 12" above
grade) shall be relocated by means of a crane by a company
experienced and trained in this area. The Landscape Architect will
supply a list of local companies capable of this type of work upon
request. It is the contractor's responsibility to install 2
temporary irrigation systems to cover each of the trees scheduled
to be relocated. This includes the water and power source. Each
shade tree shall have two flood bubblers within a soil berm around
the rootball. Each palm shall have one flood bubbler within a soil
berm around the rootball. A. One system shall be installed prior to
tree relocation. Each tree scheduled to be relocated shall be
irrigated immediately following root pruning. Trees not scheduled
for root pruning shall be irrigated at the same time and by the
same method as root pruned trees. B. A second system irrigating
each relocated tree shall be installed immediately following
relocation. Both of these systems will irrigate on a schedule
determined by those responsible for the relocation of the trees,
and in consideration of tree species and soil type. Installation of
relocated trees shall also adhere to all details and specifications
applicable to nursery stock.
1
2
3
4
5
6
7
8
9
10
11
12
13
TREE NO. COMMON NAME SIZE DBH. HT. X SPR. CONDITION
DISPOSITION
NOTE: CONTRACTOR SHALL REMOVE ALL INVASIVE
EXOTIC SPECIES ON SITE NOT NOTED ON THIS PLAN
RELOCATED LIVE OAKS 9, 10,13
PR OJ
EC T:
VI CT
OR IA
S AY
P LA
4' TO REAR
7.5' TO FRONT
7.5' TO
SID E
TY P.
FIRE HYDRANT LANDSCAPE MATERIALS SHALL BE KEPT CLEAR OF FIRE
HYDRANT CLEAR ZONE
PR OJ
DATE DRAWN: 10-20-10
LANDSCAPE SPECIFICATIONS 1. CONTRACTOR SHOULD MAKE HIS OWN TAKE OFF
TO ELIMINATE DISCREPANCIES. IN CASE THEY OCCUR, THE PLAN WIL TAKE
PRECEDENCE OVER THE PLANT LIST. 2. EXACT LOCATION OF PLANT MATERIAL
MAY VARY SLIGHTLY. COORDINATE FIELD LOCATIONS WITH OTHER TRADES
PRIOR TO COMMENCEMENT OF WORK 3. ALL PLANT MATERIAL FURNISHED BY
THE LANDSCAPE CONTRACTOR SHALL BE “FLORIDA #1” OR BETTER AND SHALL
BE INSTALLED AS SPECIFIED IN “FLORIDA DEPT. OF AGRICULTURAL GRADES
AND STANDARDS”. CURRENT EDITION RESPECTIVELY. 4. ALL PLANTING TO BE
DONE ACCORDING TO GOOD NURSERY PRACTICE AND ADHEAR TO ALL MUNICIPAL
REQUIREMENTS. 5. ALL PLANTING MATERIAL SHALL BE GUARANTEED 365 DAYS
(I YEAR) FROM TIME OF FINAL INSPECTION & APPROVAL. 6. ALL SOD
TO BE ST. AUGUSTIN FLORATAM SOLID UNLESS OTHERWISE SPECIFIED.
DIFFERENT SOD TYPES SHALL BE SEPARATED BY EDGING, PLANT MATERIAL OR
OTHER PHYSICAL BARRIER. 7. ALL BED AREAS TO RECEIVE A 3” LAYER OF
ARSENIC FREE EUCALYPTUS MULCH/ FLORIMULCH, & SHALL BE A MIN. OF
1'-0” WIDER THAN PLANTS (MEASURED FROM OUTSIDE OF FOLIAGE) 8. ALL
TREES MEET THE MINIMUM TRUNK DBH. AS SHOWN ON THE LANDSCAPE
SPECIFICATIONS 9. ALL EXISTING LANDSCAPING INCLUDING BUT NOT
LIMITED TO TREES, SHRUBS, GROUNDCOVER, SOD, IRRIGATION,GRADING AND
CURBING DAMAGED DURING CONSTRUCTION SHALL BE RESTORED/REPLACED
PRIOR TO FINAL INSPECTION. 10. LANDSCAPER TO FURNISH ALL MATERIAL
AND LABOR INCLUDING, PLANTS MULCH, TOP DRESSING, SOIL PREPARATION,
DECORATIVE ITEMS (IF SHOWN), INSPECTIONS. TRANSPORTATION, WARRANTY,
PEMIT, ETC. NECESSARY FOR COMPLETION OF ALL LANDSCAPING REQUIRED
HEREIN EXCEPT IF DESIGNATED TO BE OTHERS. 11. ALL PRINCIPALS OF
FLORIDA FRIENDLY LANDSCAPING AND DESIGN STANDARDS SHALL BE
UTILIZIED. ANY CHANGES TO MATERIALS, SIZES OR SPECIFICATIONS SHALL
BE FIRST APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD. 12. OWNER
RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS. 13. LANDSCAPER SHALL
HAVE A COMPETENT ENGLISH SPEAKING SUPERINTENDENT PRESENT ON THE JOB
WHO SHALL BE AUTHORIZED TO REPRESENT THE LANDSCAPER IN HIS ABSENCE.
14. PLANTS SHOULD BE TYPICAL FOR THEIR VARIETY AND SPECIES, PLANTS
SHALL BE SOUND, HEALTHY VIGOROUS, FREE FROM PLANT DISEASE, INSECT
OR THEIR EGGS. THEY SHALL HAVE HEALTHY NORMAL ROOTS AND SHALL NOT
BE ROOT BOUND. QUALITY AND SIZE: ALL PLANT MATERIALS SHALL BE
NURSERY GROWN UNLESS OTHERWISE NOTED. 15. ALL PLANT MATERIAL SHALL
BE HANDLED IN A CAREFUL MANNER DURING TRANSPORTATION AND
INSTALLATION. 16. PLANTS SHALL NOT BE PRUNED OR TOPPED BEFORE
DELIVERY. ALL TREE PRUNING SHALL BE DONE IN ACCORDANCE WITH CURRENT
ANSI- 300 STANDARDS. 17. OWNER RESERVES THE RIGHT TO APPROVE ALL
PLANTS MATERIALS. OWNER OR OWNERS AGENT SHALL BE RESPONSIBLE FOR
THE MAINTENANCE OF THE LANDSCAPING. 18 .LANDSCAPER SHALL REMOVE ALL
TRASH AND DEBRIS FROM THE SITE DAILY. THE PREMISES SHALL BE KEPT
NEAT AND ORDERLY AT ALL TMES WHILE WORK IS IN PROGRESS. 19.THE
LANDSCAPE CONTRACTOR SHALL LAY OUT HIS WORK ACCORDING TO THE PLANS
AND SPECIFICATIONS AND WILL BE RESPONSIBLE FOR ALL MEASUREMENTS
EXERCISING SPECIAL CARE IN LAYING OUT WORK TO KEEP WITHIN PROPERTY
LINES AND RECOGNIZING EASEMENTS AND UTILITIES. THE LANDSCAPE
CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY ERRORS. CONTRACTOR TO
NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN LAYOUT. 20.
METHODS OF PROTECTION SHALL BE MAINTAINED AT ALL TIMES, AS REQUIRED
TO INSURE ALL PERSONS AND PROPERTY AGAINST INJURY, AND SHALL BE
MAINTAINED UNTIL THE COMPLETION OF ALL WORK. THE LANDSCAPE
CONTRACTOR SHALL PROVIDE AN ENGLISH SPEAKING FORMAN ON THE JOB AT
ALL TIMES. 21. PLANT MATERIAL ABBREVIATIONS ON THE PLANT LIST: FG
(FIELD GROWN); CT (INDICATES CLEAR TRUNK MEASUREMENT FROM THE TOP
OF BALL TO FIRST BRANCHING OR BASE OF THE LOWESR FROND), GAL
(GALLON CAN), 3 GAL (3 GALLON CAN); OA (INDICATES OVERALL HEIGHT
FROM TOP OF BALL TO MID POINT OF CURRENT SEASON'S GROWTH); SPR
(INDICATES SPREAD), HVY (INDICATED HEAVY), MIN (INDICATES MINIMUM).
22. SUBSTITUTION: PLANT SUBSTITUTION REQUESTS, FOR PLANT MATERIAL
NOT OBTAINABLE IN THE TYPE AND SIZE SPECIFIED SHALL BE MADE PRIOR
TO SUBMISSION OF BIDS. ALL SUBSTITUTION REQUESTS SHALL BE DIRECTED
TO THE LANDSCAPE ARCHITECT AND THE GOVERNING MUNICIPALITY FOR
CONSIDERATION AND APPROVAL. IT IS THE LANDSCAPE CONTRACTORS
OBLIGATION TO KNOW WHERE THEY CAN OBTAIN ALL MATERIAL AT THE TIME
OF BIDDING AND AT THE TIME A CONTRACT IS EXECUTED. 23. THE
CONTRACTOR'S GUARANTEE SHALL NOT APPLY IN THE EVENT OF FIRE, FLOOD,
HURRICANE, WINDSTORM, OR OTHER ACTS OF NATURE OR DAMAGES TO
LANDSCAPING IN PROGRESS CAUSED BY ANY PERSONS OTHER THAN THOSE
PERSONS UNDER THE DOMINION AND CONTROL OF THE CONTRACTOR.
24. ALL TREES, PALMS AND OTHER PLANTS SHALL BE PLANTED WITH THE TOP
OF THEIR ROOTBALLS 10% ABOVE FINAL GRADE SURROUNDING THE PLANTING
AREA. ALL WIRE BASKETS, BURLAP, STRING AND ROPE MUST BE REMOVED.
ALL TREE OR PALMS IN LAWN AREAS SHALL RECEIVE A 2 FOOT DIAMETER
MULCH RING. MULCH SHALL BE PULLED AWAY FROM THE TRUNKS 3”. ALL
PLANTING PITS SHALL BE A MIN. OF 3X THE ROOTBALL SIZE. ALL TREES
AND PALMS SHALL BE BRACED OR GUYED. ALL NYLON STRAPS AND WOOD
BRACING SHALL BE REMOVED WITHIN ON YEAR OF FINAL INSPECTION. 25.
DELIVERY RECEIPTS FOR TOP SOIL, PLANTING SOIL & MULCH SHALL BE
SUPPLIED TO THE INSPECTOR OR LANDSCAPE ARCHITECT UPON REQUEST 26.
COMMERCIAL FERTILIZER: COMMERCIAL FERTILIZER SHALL BE AN ORGANIC
FERTILIZER CONTAINING NITROGEN, PHOSPHORIC ACID, MINOR TRACE
ELEMENTS AND POTASH IN EQUAL PERCENTAGES OF AVAILABLE PLANT FOOD
WEIGHT OR “MILORGANITE” NITROGEN SHALL BE NOT LESS THAN 100% FROM
ORGANIC SOURCE. FERTILIZER SHALL BE DELIVERED TO THE SITE UNOPENED
IN ORIGINAL CONTAINERS, EACH BEARING THE MANUFACTURE'S GUARANTEED
ANALYSIS. INITIAL FERTILIZATION OF TREES SHRUBS, GROUND COVERS,
SHALL BE WITH “MILORGANITE” OR AN APPROVED COMPLETE FERTILIZER.
APPLY “MILORGANITE” IN A CIRCLE AROUND THE PLANT BEFORE MULCHING DO
NOT TOUCH THE PLANT WITH THE FERTILIZER. WATER IN FERTILIZER AFTER
MULCHING. APPLY “MILORGANITE” FERTILIZER AT THE FOLLOWING AT THE
RATE: 5 LBS OR 14.5 CUPS / PALMS 3 LBS OR 8.70 CUPS /12'-16'
MATERIAL 2 LBS OR 5.80 CUPS / 8' -12' MATERIAL 0.69 LBS OR 2.00
CUPS / 6'-8' MATERIAL 0.19 LBS OR _ CUP /3 GAL.MATERIAL 0.10 LBS OR
_ CUP/ 1 GAL. MATERIAL FERTILIZERS SHALL BE SLOW TIME RELEASE,
UNIFORM IN COMPOSITION DRY, AND FREE FLOWING AND SHALL MEET THE
FOLLOWING REQUIREMENTS: SIX (6) PERCENT NITROGEN, SIX (6) PERCENT
PHOSPHOROUS, AND SIX (6) PERCENT POTASSIUM. FERTILIZER SHALL BE
APPLIED TO ALL SHRUBS (1/3 LB PER 3 GAL. CONTAINER, _ LB PER 1 GAL.
CONTAINER) AND GROUNDCOVER THE SOD STARTER FERTILIZER MIXTURE SHALL
BE A 5-10-10 AT A RATE OF 20 LBS. PER 1000 S.F. A 14-14-14
FERTILIZER IS REQUIRED ON ALL TREES AND SHRUBS OVER 5' IN HEIGHT
(1/2 LB. PER 5' OF SPREAD). AGRIFORM TABLETS WITH TWENTY (20)
PERCENT NITROGEN, TEN (10) PERCENT PHOSPHOROUS, FIVE (5) PERCENT
POTASSIUM IN 21 GRAM SIZES & SHALL BE APPLIED AT THE FOLLOWING
RATE: 1 PER GAL. PLANT 2 PER 3 GAL. PLANTS AND 2 TABLES PER 1” OF
TREE TRUNK CALIPER APPLY PALM SPECIAL FERTILIZER AS PER
MANUFACTURES RECOMMENDATION. 27. SUPER ABSORBENT POLYMER: “TERRA
SORB” OR APPROVED EQUAL AS PACKAGED IN 3 OZ. HANDY PAC COMPOSED OF
SYNTHETIC ACRLAMIDE COLOLYMER, POTASSIUM, AND ACRYLATE. PARTICLE
SIZE OF 1.0 MM TO 3.0 MM AND ABSORPTION RATE OF 300 TIMES IT'S
WEIGHT IN WATER. APPLY DRY USING THE FOLLOWING AMOUNT: 1 PAC PER
TREE - 36” BALL SIZE 2 PAC PER TREE -OVER 36” BALL SIZE 1 PAC PER
20 GAL. CONTAINER 0.5 PACS PER 7-10 GAL. CONTAINER 0.25 PACS PER 3
GAL. CONTAINER 0.12 PACS PER 1GAL. CONTAINER 28. LANDSCAPE
CONTRACTOR WILL BE RESPONSIBLE FOR HAVING UTILITIES LOCATED BY
CALLING SUNSHINE ONE CALL SERVICE OR EQUAL. CARE SHALL BE TAKEN NOT
TO DISTURB ANY UNDERGROUND CONSTRUCTION AND UTILITIES. ANY DAMAGE
TO THESE FACILITIES DURING THE PLANTING OPERATIONS WILL BE REPAIRED
AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR IN A MANNER APPROVED BY
THE OWNER. 29. PLANTING SOIL: PLANTING SHALL BE COMPOSED OF 50%
SAND AND 50% MUCK. ANY VARIATIONS IN THIS COMPOSITION SHALL BE
APPROVED BY THE OWNER PRIOR TO USE. PLANTING SOIL SHALL BE FREE OF
STONE. PLANTS, ROOTS AND OTHER FOREIGN MATERIALS WHICH MIGHT BE
HINDRANCE TO PLANTING OPERATIONS OR BE DETRIMENTAL TO GOOD PLANT
GROWTH. SOIL SHALL BE DELIVERED IN A LOOSE FRIABLE CONDITION AND
APPLIED IN ACCORDANCE WITH THE PLANTING SPECIFICATION 30. WATER FOR
PLANTING SHALL BE AVAILABLE AT THE SITE AND SHALL BE PROVIDED BY
THE OWNER/GC. AN AUTOMATIC UNDERGROUND RUST FREE IRRIGATION SYSTEM
SHALL BE PROVIDED WITH A RAIN SENSOR. THE IRRIGATION SHALL COVER
100% WITH 100% OVERLAP PRIOR TO FINAL INSPECTION. 31. PRUNING:
REMOVE DEAD AND BROKEN BRANCHES FROM ALL PLANT MATERIAL PRUNE TO
RETAIN TYPICAL GROWTH HABIT OF INDIVIDUAL SPECIES, RETAINING AS
MUCH HEIGHT AND SPREAD AS POSSIBLE. MAKE ALL PRUNING CUTS WITH A
SHARP INSTRUMENT, FLUSH WITH THE TRUNK OR ADJACENT BRANCH, IN SUCH
A MANNER AS TO ENSURE ELIMINATION OF STUBS. “HEADBACK” CUTS, RIGHT
ANGLE TO LINE OF GROWTH WILL NOT BE PERMITTED AND TREES WILL NOT BE
POLED, TOPPED, OR HATRACKED. 32. SITE PREPARATION: IT SHALL BE
RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE) GRADE
ALL LANDSCAPE AREAS TO BE SODDED (PRIOR TO APPLICATION OF SOD)
ELIMINATING ALL BUMPS, DEPRESSIONS, STICKES, STONES AND OTHER
DEBRIS TO THE SATISFACTION OF THE CITY/TOWN INSPECTOR 33.
MAINTENANCE: MAINTENACE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS
PLANTED AND SHALL CONTINUE UNTIL ALL PLANTING HAS PASSED FINAL
INSPECTION AND ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING,
WEEDING, CULTIVATING, REMOVAL OF DEAD MATERIALS, RESETTING PLANTS
TO PROPER GRADES OR UPRIGHT POSITION AND RESTORATION OF THE
PLANTING SAUCER AND ANY OTHER NECESSARY OPERATION. PROPER
PROTECTION TO LAWN AREAS SHALL BE PROVIDED AND ANY DAMAGE RESULTING
FROM PLANTING OPERATIONS. SHALL BE REPAIRED PROMPTLY. ALL TREE/PALM
TRIMMING SHALL BE DONE IN ACCORDANCE WITH ANSI-300 STANDARDS. ALL
OWNERS OF THE LAND OR THEIR AGENTS SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF THE LANDSCAPING 34. (NOTE: SABAL PALMETTO/CABBAGE
PALM SPECIES TIE BRANCHES TOGETHER WITH BIO-DEGRADABLE TWINE TO
TIGHT BUNDLE AROUND BUD FOR PROTECTION. 35. MULCH. MULCH MAY BE
USED WITHIN PLANTING BEDS IN CONJUNTION WITH GROUND COVER. MULCH
SHALL BE RENEWED AND MAINTAINED AS REQUIRED TO MAINTAIN A THREE-
INCH DEPTH AT THE TIME OF FINAL INSPECTION. MULCH AROUND TREE ROOT
BALLS NOT PLANTED IN PLANTING AREA SHALL BE THREE INCHES DEEP AT
THE PERIMETER OF THE ROOT BALL. SEE FIGURES 1 AND 2 AT THE END OF
THE CHAPTER.
36. GRASS. AREAS WITHIN THE LANDSCAPE EASEMENT NOT USED FOR TREES,
SHRUBS, GROUND COVER, MULCH, OR OTHER LANDSCAPE ELEMENTS SHALL BE
PLANTED WITH SOLID SOD OF ST. AUGUSTINE FLORATAM OR PLAMETTO AND
SHALL BE IRRIGATED. SOD SHALL BE WEED/PEST FREE INCLUDING FUNGUS
AND DISEASE, LAID SMOOTH WITH TIGHT JOINTS AND CUT TO CONFORM TO
CURBS AND PLANTERS. 37. WHERE THE LANDSCAPE EASEMENT ABUTS ON SITE
VEHICULAR USE AREAS SUCH AS TRAFFIC LANES, THE LANDSCAPE EASEMENT
SHALL BE SEPARATED FROM THE TRAFFIC LANES BY CONTINUOS CONCRETE
CURBING WITH AN 18-INCH DEPTH BELOW GRADE. EXTRUDED CURBING
INSTALLED ON TOP OF THE PAVING IS PROHIBITED. 38 .EXCAVATION
REQUIREMENT: REQUIRED: ISLANDS/MEDIANS SHALL BE EXCAVATED TO 30
INCHES, AND BACK FILLED WITH CLEAN FILL AND PLANTING SOIL
CONSISTING OF 50% MUCK AND 50% SAND AT LEAST 3” BELOW THE TOP OF
CURB. MANIPULATION OF THE GRADE BEHIND THE CURBING TO CREATE SMALL
SCALE MOUNDING IS ENCOURAGED. REQUIRED EXCAVATION AT BUILDING
FOUNDATIONS SHALL BE 12 INCHES AND BACK FILLED WITH CLEAN FILL AND
PLANTING SOIL. PLANTING SOIL SHALL BE FREE OF DEBRIS, WEED, ROCK,
AND PH BETWEEN 6.5 AND 7.0 39. A LANDSCAPE PERMIT IS REQUIRED FOR
ALL LANDSCAPE INSTALLATIONS INCLUDING NEW SINGLE FAMILY HOMES THAT
ARE NOT PART OF A PLANNED COMMUNITY. NO TREES OR OTHER PLANT
MATERIAL MAY BE PLANTED IN PUBLIC RIGHTS-OF-WAY (SWALE AREAS)
WITHOUT PERMIT FROM THE CITY. NO SHRUB SPECIES WITH A MATURE HEIGHT
THAT WILL BLOCK THE CLEAR SIGHT ZONE FROM 30 INCHES IN HEIGHT TO
SIX FEET IN EIGHT WILL BE APPROVED IN SWALE AREAS. 40. TOPSOIL
SHALL BE CLEAN AND FREE OF CONSTRUTION DEBRIS, WEEDS, ROCKS,
NOXIOUS PESTS AND DISEASES, AND EXHIBITT A PH OF 6.5 TO 7.0. THE
TOPSOIL FOR PLANTING AREAS SHALL BE AMENDED WITH HORTICULTURALLY
ACCEPTABLE ORGANIC ATERIAL. ALL SOIL USED SHALL BE SUITABLE FOR THE
INTENDED PLANT MATERIAL. THE SOURCE OF THE TOPSOIL SHALL BE KNOWN
TO THE APPLICANT AND SHALL BE ACCEPTABLE TO THE CITY MINIMUM SOIL
DEPTH: REQUIRED: THE MINIMUM PLANTING SOIL DEPTH SHALL BE SIX
INCHES FOR GROUND COVERS, FLOWERS, SHRUBS AND HEDGES. ROOTBALL
SOIL: REQUIRED: TREES SHALL RECEIVE 12 INCHES OF PLANTING SOIL
AROUND THE ROOT BALL. NATIVE SOIL: REQUIRED: NATIVE TOPSOIL ON THE
SITE SHALL BE RETAINED ON-SITE AND USED WHEN THERE IS SUFFICIENT
QUANTITY TO COVER AT LEAST SOME OF THE ON-SITE LANDSCAPED AREAS.
ARID PLAMS: REQUIRED: CLEAN SAND SHALL BE USED TO BACKFILL ARID
CLIMATE PALMS. 41. USE OF ORGANIC MULCHES: A TREE-INCH MINIMUM
THICKNESS OF APPROVED ORGANIC ARSENIC FREE MULCH MATERIAL AT THE
TIME OF FINAL INSPECTION, SHALL BE INSTALLED IN ALL LANDSCAPE AREAS
NOT COVERED BY BUILDING, PAVEMENT, SOD, DECORATIVE STONES,
PRESERVED AREAS AND ANNUAL FLOWER BEDS. EACH TREE SHALL HAVE A RING
OF ORGANIC MULCH AT THE PERIMETER OF THE ROOT BALL. 42. ALL SHADE
TREES INSTALLED WITHIN SIX FEET OF PUBLIC INFRASTRUCTURE SHALL
UTILIZE A ROOT BARRIER SYSTEM AS APPROVED BY THE CITY. 43. THE
ERADICATION OF NUISANCE VEGETATION (EXOTICS) EXISTING ON SITE
REQUIRED ON ALL SITES. INCLUDING ABUTTING RIGHTS-OF WAY, PRIOR TO
THE ISSUANCE OF CERTIFICATE OF OCCUPANCY PRIVATELY OWNED NATURAL
AREAS SHALL BE INCLUDED IN THIS REQUIREMENT. FICUS BENJAMINA AND
FICUS NITIDA MAY BE USED FOR HEDGE MATERIAL WITH A FIVE-FOOT
SEPARATION FROM WATER LINES. FICUS HEDGES MAY NOT BE PLANTED IN
UTILITY EASEMENTS 44. HEDGES: WHERE REQUIRED SHALL BE PLANTED SO AS
TO BE TIP TO TIP WITHIN SIX MONTH S OF PLANTING AND MAINTAINED SO
AS TO FORM A CONTINOUS VISUAL SCREEN. SHRUBS USED AS HEDGES SHALL
BE FLORIDA DEPARTMENT OF AGRICULTURE GRADE No 1 OR BETTER WITH A
MINIMUM HEIGHT OF 24 INCHES AND MINIMUM SPREAD OF 24 INCHES, WHEN
MEASURED IMMEDIATELY AFTER PLANTING AND SHALL BE MINIMUM OF THREE
FEET IN HEIGHT WITHIN TWO YEARS FROM THE DATE OF PLATING. HEDGES
SHALL BE PLANTED WITH BRANCHES TOUCHING, WITHIN SIX MONTHS OF
PLANTING SO AS TO CREATE A SOLID SCREEN WITH NO VISUAL SPACES
BETWEEN PLANTS AT THIS TIME, PLANTS SPACING MAY BE ADJUSTED
ACCORDING TO PLAT SIZES SO LONG A THE PRECEDING IS ACHIEVED. ALL
GROUNDCOVER SHALL BE INSTALLED AT 75% COVERAGE AND 100% WITHIN 6
MONTHS AFTER FINAL ACCEPTANCE. 45. ALL ABOVE GROUND ELEMENTS
INCLUDING BUT NOT LIMITED TO DUMPSTERS, FENCES, WALLS, A/C UNITS,
IRRIGATION PUMPS, TRANSFORMERS AND GENERATORS SHALL BE SCREENED
WITH LANDSCAPE MATERIAL TO A HEIGHT OF 36” MIN. 46. AN AUTOMATIC
IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE RUST FREE 100%
COVERAGE & 100% OVERLAP. CONTRACTOR SHALL ENSURE THERE IS NO
OVERSPRAY ONTO IMPERVIOUS AREAS. ALL IRRIGATION PVC RISERS SHALL BE
PAINTED FLAT BLACK
5 (2"x4"x16") WOOD BATTENS
NAIL 2X4 TO BATTEN
5 LAYERS OF BURLAP
1" MULCH LAYER OVER ROOTBALL. MULCH SHALL BE KEPT 2" FROM TRUNK
BASE.
SECURE BATTENS WITH 3/4" HIGH CARBON STEEL BAND TO HOLD BATTENS IN
PLACE DURING PLANTING AND GUARANTEE PERIOD
3 (2X4) WOOD BRACES STANDARD 8' LENGTH OR OTHER 2X4 LENGTH AS
DIRECTED BY THE LANDSCAPE ARCHITECT
2"X4"X24" STAKE PAD BURIED 3" BELOW GRADE
FILL AROUND BALL WITH SAND. PLANTING HOLE SHALL BE A MIN. OF 2X THE
SIZE OF THE ROOTBALL AND 4" DEEPER
PALM PLANTING DETAIL
RECOMMENDATIONS 12-12-12, 6 MONTH FORMULA
NOT TO SCALE
TOP OF ROOTBALL SHALL BE 10% ABOVE FINISHED GRADE.
REJECTED. GREATER THAN 1/2" SHALL BE ANOTHER. SPACES MEASURING
TIGHTLY AGAINST ONE STRIPS SHALL BE JOINED STAGGERED MANNER. SOD
SOD SHALL BE LAID IN A
SOD PLANTING DETAIL NOT TO SCALE
FINISHED GRADE
(IF CONTAINERIZED REMOVE ENTIRE CONTAINER) TOP OF ROOT BALL SHALL
BE LEVEL WITH FINISHED GRADE
EXISTING SUBSOIL
BACKFILL MIXTURE. PLANTING HOLE SHALL BE A MIN. OF 2X THE SIZE OF
THE ROOTBALL
FERTILIZER TABLETS
SHRUB PLANTING DETAIL NOT TO SCALE
1" MULCH RING. MULCH SHALL BE KEPT 2" FROM BASE OF PLANT
TOP OF ROOTBALL SHALL BE APPROX. 1" ABOVE FINISHED GRADE TRUNK
FLAIR MUST BE VISIBLE ABOVE GRADE. REMOVE TOP 1/3 OF THE NATURAL
BURLAP AND WIRE BASKET COMPLETELY. IF WIRE BASKET CAN NOT BE
REMOVED DUE TO ROOT BALL STABLILITY SLICE THE BASKET TO THE BOTTOM
OF THE ROOT BALL ON A MIN OF 4 SIDES.
NOT TO SCALE
FINISH GRADE
TREE SINGLE DOMINATE LEADER, GOOD STRUCTURE FL. NO. 1 OR
BETTER
3" CONT. EARTH BERM WATER BASIN
30" LONG 3/4" PVC
IN HEAVY CLAY SOILS OR WHERE THERE IS A HARD PAN, AUGER AN 8" HOLE
6' DEEP OR THROUGH THE HARD PAN.
PLACE ROOTBALL ON MOUND OF TAMPED FIRM TOPSOIL
PLANT PIT SHALL BE 2X AS
PLACE SOIL AMENDMENTS (IE. TERRASORB, FERTILIZER TABLETS IN TOP 8"
OF PLANTING SOIL
WIDE AS ROOT BALL AND NO DEEPER THAN THE HEIGHT OF THE ROOT
BALL
6' -0
.
3 STRANDS OF 3/4" BIODEGRADABLE ROPE TIED TO EACH TREE AND
SUPPORTED IN THE GROUND WITH 3-1"X2"X1' BURIED SO TOP IS 1" BELOW
GRADE.
3" OF CLEAN MULCH DEPTH IN A 5' DIA. RING KEPT 3" FROM TRUNK AND
STEMS OF ALL VEGETATION THE USE OF CYPRESS OR RED MULCH IS
PROHIBITED
IRRIGATION HEAD AS NEEDED
EXISTING UNDISTURBED SOIL
TILL AND LOOSEN EXISTING SOIL TO A DEPTH OF 8" IN ALL PLANTING BEDS
THEN TILL IN 4" OF PLANTING SOIL THROUGHOUT.
TILL AND LOOSEN EXISTING SOIL TO A DEPTH OF 8" WITH A RADIUS OF 5'
FROM TRUNK OF TREE
BACKFILL W/ 50% SAND/MUCK MIX WITH 50% EXISTING SOIL UNLESS
OTHERWISE NOTEDLANDSCAPE SOIL
FINISH GRADE
3X ROOT BALL DIAMETER
3" MULCH LAYER TOP OF ROOT BALL 10% ABOVE FINISHED GRADE
FRONDS SHALL BE TIED FOR 4-6 WEEKS AFTER PLANTING FRONDS SHALL BE
PRUNED WHEN TIES ARE REMOVED
NOTE: CONTRACTOR INSTALLING DATE PLAMS SHALL SPECIALIZE IN THE
GROWING, INSTALLATION AND MAINTENANCE OF DATE PALMS. A MAINTENANCE
PROGRAM IS HIGHLY RECOMMENDED FOR A MIN. OF TWO YEARS OR UNTIL
PALMS HAVE BEEN COMPLETELY ESTABLISHED. DATE PALM CONTRACTOR SHALL
BE APPROVED BY LANDSCAPE ARCHITECT.
FILL AROUND ROOT BALL WITH CLEAN SAND.
UNDISTURBED COMPACTED SUB GRADE
36 "
(DO NOT PUNCTURE TRUNK.) TOENAIL 2X4 BRACES TO BATTENS.
(5) 2"X4"X16" BATTENS
2"X4"X24" PRESSURE TREATED STAKES, ANCHOR 3" MIN. BELOW
GRADE.
12" 50/50 MIX PLANTING SOIL
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
IT'S THE LAW!
1-800-432-4770
+ +
+
+ +
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SHALL BE REJECTED. SHOWN. IRREGULAR ALIGNMENTS FEATURES, OR EDGE OF
SOD LINE AS ADJACENT BUILDINGS, HARDSCAPE SHALL BE PLANTED PARALLEL
TO ALL LINEAR SHRUBS AND HEDGE ROWS
PLANTING SPACE DETAIL NOT TO SCALE
TRUNK FLARE OR TOP ROOT VISIABLE ON SURFACE
ROOT BALL SLIGHTLY ABOVE GRADE 10% MAXIMUM ROOT BALL SHALL BE CLEAR
OF PLANTINGS
TOP SOIL
COMPACTED SUBSOIL
ROOT BALL DETAIL NOT TO SCALE
NOTES: PLANTING DEPTH WILL BE DETERMINED BY THE TREE'S TRUNK FLARE
OR THE TOP SRUFACE ROOT WILL BE VISIBLE ON THE SURFACE OF THE
PLANTING. REMOVE WIRE BASKETS AND BURLAP PRIOR TO
INSTALLATION
COMPLLETELY REMOVE SYNTHETIC BURLAP COVERING MATERIALS TREE SUPPORT
MATERIALS SHALL BE REMOVED FROM EACH TREE ONCE IT IS ETABLISHED.
THIS IS TYPICALLY DONE AFTER SIX MONTHS FOR SHADE TREES AND ONE
YEAR FOR PALMS
MASTER PLANT LIST
KEY PLANT NAME SPECIFICATION QUANTITY
AP12 PTYCHOSPERMA ELEGANS ALEXANDRA PALM
12'-14 OA. 3" DBH. MIN 5' GW. STAGGER HTS. B&B HIGH DROUGHT
TOLERANCE
10
14'-16' X6' SPR. 3" DBH . 4.5' CT.
MEDIUM DROUGHT TOLERANCE 14
CD12 COCCOLOBA DIVERSIFOLIA PIGEON PLUM TREE
12' X 5' SPR. 4.5' CT MIN. 2" DBH. B&B NATIVE, HIGH DROUGHT
TOLERANCE
22
LI12 LAGERSTROEMIA INDICA CREPE MYRTLE 'TUSKEGEE'
12' X 5' SPR. 2" DBH. 4.5' CT. B&B SINGLE TRUNK HIGH DROUGHT
TOLERANCE
11
LL10 LIGUSTRUM LUCIDUM TREE LIGUSTRUM
10' X 5' SPR. MULTI-STEM, 3' C.T. MIN. NO CROSSING BRANCHES &
SEPARATE STEMS FROM GROUND UP
9
MG12 MAGNOLIA GRANDIFLORIA 'LIL GEM'
12 'X 5' SPR. 2" DBH 4.5' CT. NATIVE HIGH DROUGHT TOLERANCE
9
PS18 PHOENIX SYLVESTRIS SILVER DATE PALM
18' OA. B&B MATCHED HIGH DROUGHT TOLERANCE AMEND SOIL AS
NEEDED
2
QV14 QUERCUS VIRGINIANA SOUTHERN LIVE OAK
14'-16 X 6' SPR. 3" DBH . 5' C.T. B&B NATIVE HIGH DROUGHT
TOLERANCE
14
14-18- OA. 12" DBH. MIN. SMOOTH TRUNK STAGGER HTS
54
25'' OA MATCHED B&B FG. HTS. 8
MASTER PLANT LIST
KEY PLANT NAME SPECIFICATION QUANTITY
B-SOD BAHIA SOD SOLID SOD, CONTRACTOR TO VERIFY QUANTITY AS
NEEDED
CAS3 CRINUM ASIATICUM CRINUM LILLY, QUEEN EMMA PURPLE
36"X 30" O.A. 5 PPP MIN.
HIGH DROUGHT TOLERANCE 24
CES3 CONOCARPUS ERECTUS SERICEUS SILVER BUTTONWOOD
24" X 24" SPR. 24" O. C. FULL TO GROUND, NATIVE HIGH DROUGHT
TOLERANCE
100
24"X 24" 24" O.C. NATIVE HIGH DROUGHT TOLERANCE
448
24" X 24" SPR. 24" O.C.
MED. DROUGHT TOLERANT 44
36" X 24" 24" O.C. NATIVE HIGH DROUGHT TOLERANCE
430
12"X15" 18" OC.
24'' X 24" SPR. 24" O.C MED. DROUGHT TOLERANT 115
IXP3 IXORA COCCINEA PETITE RED
12" X 12" SPR. FULL 15" O.C. MEDIUM DROUGHT TOLERANCE
1350
18" X 18'' SPR. 24" O.C. MEDIUM DROUGHT TOLERANCE 373
JPA3 JUNIPERUS PARSONII PARSONS JUNIPER GROUND COVER
12" HT. X 15" SPR. MIN. 18" OC. HIGH DROUGHT TOLERANCE
240
LGC1 LANTANA DEPRESSA MULTI COLOR DWARF
1 GAL., FULL POT, 12" SPR. 12" OC GROUNDCOVER NATIVE MEDIUM DROUGHT
TOLERANCE
200
24" X 24", 24" O.C. NATIVE 150
SA3 SCHEFFLERA ARBORICOLA VARIEGATED
24"X 24" SPR. MIN. 24" OC MEDIUM DROUGHT TOLERANCE 150
SOD ST. AUGUSTINE FLORATAM CONTRACTOR TO VERIFY QUANTITY FOR
PROPOSED
SR7 SERENOA REPENS SAW PALMETTO
24"X 24" 30" O.C. NATIVE HIGH DROUGHT TOLERANCE
44
18" X 20" 24" OC. NATIVE HIGH DROUGHT TOLERANCE
210
1065
120
CES14 CONOCARPUS ERECTUS SREICEUS SILVER BUTTONWOOD
14'X6' SPR. 2.5" DBH. STD. 4.5' CT. NATIVE HIGH DROUGHT
TOLERANCE
8
20
27
OMMERCIAL BUILDIN G
OMMERCIAL BUILDIN G
C.B.S. B UILDING
FLOOR ELEVATION= 8.0'
FLOOR ELEVATION= 8.0'
C.B.S. B UILDING
P L A
A G
.C .R
T
PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT
PAGE 34, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID
LANDS SITUATES LYING AND
BEING IN THE TOWN OF DAVIE, BROWARD COUNTY, FLORIDA,CONTAINING 4.27
ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
35.98' R -O
PROP. GRADE ELEVATION
PROP. FLOW DIRECTION
PROP. STORM PIPE
PROP. SUB-BASIN LINE
PROP. EXFILTRATION TRENCH
EROSION AND SEDIMENTATION CONTROL NOTES
MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE
TO THE OASIS. THE CONTRACTOR IS
RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN
ON THE PLANS. THE EROSION CONTROL
SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE
CONSIDERED TO REPRESENT THE MINIMUM
ACCEPTABLE STANDARDS FOR THIS PROJECT . ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED DEPENDENT
UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENTS
AND/OR AS DEEMED NECESSARY AS A
RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES
OR THE JURISDICTIONAL AUTHORITIES. THESE
ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE
OWNER. IT IS THE CONTRACTOR'S ULTIMATE
RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE
SITES DOES NOT EXCEED THE TOLERANCES
ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. REFERENCE THE
EROSION CONTROL PLAN AND DETAILS.
PROPOSED STORM SYSTEMS NOTES
1.- ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX
201 UNLESS OTHERWISE NOTED.
2.- ALL DRAINAGE STRUCTURES, INCLUDING CLEAN-OUTS, SHALL BE
INSTALLED WITH TRAFFIC BEARINGS
GRATES, FRAMES, TOPS, RINGS AND COVERS, ETC, AS APPLICABLE.
3.- ALL PROPOSED INLET GRATES SHALL BE RETICULINE STEEL.
4.- SEE LANDSCAPE PLAN FOR SOD/SEED & MULCH LIMITS.
5.- HDPE PIPE TO BE DOUBLE WALL-SMOOTH INTERIOR.
E
E
D
D
C
C
B
B
A
A
ADDITIONAL NOTES:
1.- ALL WALLS ARE REQUIRED TO BE WATER PROOFED UP TO AT LEAST
25-YEAR 3-DAY PEAK STAGE
STORAGE AT ELEV. 7.9
2.- ALL PERIMETER WALLS TO BE EXTENDED TO BUILDING WALLS, THERE IS
NO GAP ALLOWED BELOW THE
25-YEAR 3-DAY PEAK STAGE.
PROPOSED DRAINAGE STRUCTURES SCHEDULE
INV. ELEV. 2.0 (N) W/BAFFLE
31 L.F. OF 15" RCP W/16 L.F. OF EX-FILTRATION TRENCH @ 0%
MANHOLE 5' DIA. TYPE M-5
TOP ELEV. 6.35
INV. ELEV. 2.95 (N&S)
62 L.F. OF 15" RCP W/52 L.F. OF EX-FILTRATION TRENCH @ 0%
INLET 36" X 36"
INV. ELEV. 3.0 (S) W/BAFFLE
INV. ELEV. 3.0 (W) W/BAFFLE
107 L.F. OF 15" RCP W/103 L.F. OF EX-FILTRATION TRENCH @ 0%
INLET 36" X 54"
INV. ELEV. 3.00 (E) W/BAFFLE
INV. ELEV. 3.00 (W) W/BAFFLE
77 L.F. OF 15" RCP W/73 L.F. OF EX-FILTRATION TRENCH @ 0%
MANHOLE 5' DIA. TYPE M-5
TOP ELEV. 6.9
TOP ELEV. 6.85
TOP ELEV. 6.75
TOP ELEV. 6.85
TYPE "C" INLET
GRATE ELEV. 6.0
RIM ELEV. 5.4
RIM ELEV. 6.0
INV. ELEV. 2.0 (E)
161 L.F. OF 15" RCP W/156 L.F. OF EX-FILTRATION TRENCH @ 0%
39 L.F. OF 15" RCP W/37 L.F. OF EX-FILTRATION TRENCH @ 0%
TYPE "C" INLET
GRATE ELEV. 6.5
INV. ELEV. 3.0 (E) W/BAFFLE
160 L.F. OF 15" RCP W/156 L.F. OF EX-FILTRATION TRENCH @ 0%
30 L.F. OF 15" RCP W/26 L.F. OF EX-FILTRATION TRENCH @ 0%
INLET 36" X 54"
INV. ELEV. 3.00 (W) W/OVERFLOW @ ELEV. 6.0 (SEE DETAIL)
27 L.F. OF 15" RCP
63 L.F. OF 15" RCP W/59 L.F. OF EX-FILTRATION TRENCH @ 0%
MANHOLE 5' DIA. TYPE M-5
TOP ELEV. 7.11
7.83' X 4.83' CONTROL STRUCTURE (SEE DETAIL ON SHEET C004)
RIM ELEV. 9.0
WEIR ELEV. 7.9
INV. ELEV. 4.0
RIM ELEV. 7.0
RIM ELEV. 7.0
18" IN-LINE DRAIN W/2"X2" STEEL BAR H-25 GRATE
RIM ELEV. 4.25
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CATCH BASIN INLET TYPE C RIM. ELEV. 4.0 INV. ELEV. 1.5
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CATCH BASIN INLET TYPE C RIM. ELEV. 4.0 INV. ELEV. 1.5
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SAND CEMENT RIP-RAP HEADWALL CAP. ELEV. 5.5 INV. ELEV. 1.5
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20' CBWCD D.E.
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20' CBWCD D.E.
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20' CBWCD D.E.
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20' CBWCD D.E.
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CUT EXIST. 15" DRAINAGE PIPE 10' NORTH OF EDGE OF SWK & INSTALL
NEW MH
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INSTALL NEW CURB INLET TOP TYPE 6 FDOT INDEX 211 OVER TYPE P BOTTOM
STRUCTURE INDEX 200 SET RIM EL.: 7.25 PIPE INV.: 2.5 W/PRB
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20' CBWCD D.E.
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FL. REGISTRATION: 83223
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1 inch = ft.
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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TO COVERT FROM (NGVD) TO (NAVD) SUBTRACT 1.60 FROM (NGVD)
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OMMERCIAL BUILDIN G
OMMERCIAL BUILDIN G
C.B.S. B UILDING
FLOOR ELEVATION= 8.0'
FLOOR ELEVATION= 8.0'
C.B.S. B UILDING
2 7 9 . 5 2 '
T . O
2 7 5 . 1 1 '
S88°3 9'12"E
P L A
A G
.C .R
N01°5 1'20"W
= INDICATES PAVEMENT RESTORATION
2
OF BACTERIOLOGICAL SAMPLING POINT = INDICATES LOCATION &
NUMBER1
BLOW OFF
= INDICATES PROPOSED WATER MAIN
= INDICATES EXISTING WATER MAIN
= INDICATES LOCATION OF PROPOSED GATE VALVE
1
UTILITY SYMBOLS LEGEND
PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT
PAGE 34, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID
LANDS SITUATES LYING AND
BEING IN THE TOWN OF DAVIE, BROWARD COUNTY, FLORIDA,CONTAINING 4.27
ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
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NOTE:
ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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REMOVE EXIST'G 8" PLUG & BLOW OFF & CONNECT NEW 8" P.V.C.
WATER MAIN, ADD 1-8" G.V
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INSTALL 12" D.I.P. SLEEVE WHERE 8" W.M. CROSSES PROPOSED WALL,
EXTEND SLEEVE 2' BOTH SIDE OF WALL FOOTER
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CONNECT EXISTING 2" WATER LINE TO NEW 8" W.M. BY CUTTING IN A 2"
ELL. INSTALL A 2" RESILIENT SEAT GA. VA. AND AN 8"X2" RED ON NEW 8"
TEE
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INSTALL 12" D.I.P. SLEEVE WHERE 8" W.M. CROSSES PROPOSED WALL,
EXTEND SLEEVE 2' BOTH SIDES OF WALL FOOTER
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CONNECT EXISTING 8" P.V.C. WATER LINE TO NEW 8" P.V.C. WATER MAIN
BY REMOVING EXISTING 8"X2" REDUCER
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8" P.V.C. W.M.
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FIRE DEPARTMENT CONNECTION
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8" P.V.C. W.M.
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WATER METER MANIFOLD
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RIM EL. 7.15 INV EL. 1.88 (W) INV. EL. 0.49 (E) INV. EL. 0.39
(S)
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RIM EL. 7.5 INV EL. 1.15 (W) INV. EL. 1.92 (S)
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WATER METER MANIFOLD
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WATER METER MANIFOLD
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EXIST. 8" G.V.
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EXIST. 8"X2" RED.
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CONNECT NEW 8" P.V.C. SWR MAIN TO EXIST'G M.H. BY CORING NORTH WALL
@ INV - 0.35 RESHAPE BENCHWALLS AS NECESSARY.
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EXIST. DAVIE MANHOLE RIM EL. 7.53 INV. EL. (-)0.71 (W) INV. EL.
(-)0.74 (E)
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EXIST. SEWER MANHOLE
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EXIST. 8" TEE
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CONTRACTOR SHALL MAKE SURE THAT ACCESS TO COMMERCIAL BAYS IS NOT
INTERRUPTED AT ANY TIME DURING INSTALLATION OF WATER MAIN ACROSS
ENTRANCE DRIVE, BY PROVIDING STABILIZED TEMPORARY ACCESS DRIVE
ADJACENT TO THE WEST OF PAVED DRIVE AND OR BY THE USE OF STEEL
PLATES WHERE TRENCH REMAINS OPEN
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2" P/TR SERV
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CONNECT NEW 8" P.V.C W.M. TO EXIST. 8" W.M. USING AN 8"X8" TAPPING
SLEEVE AND 8" TAPPING VALVE, USE I ADDITIONAL 8" G.V. AS PER
FILLING AND FLUSHING DETAIL.
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8" P.V.C. W.M.
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FL. REGISTRATION: 83223
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ONE STORY C BS C
OMMERCIAL BUILDIN G
OMMERCIAL BUILDIN G
C.B.S. B UILDING
FLOOR ELEVATION= 8.0'
FLOOR ELEVATION= 8.0'
C.B.S. B UILDING
2 7 9 . 5 2 '
T
S
ST
2 7 5 . 1 1 '
S88°3 9'12"E
P L A
A G
.C .R
N01°5 1'20"W
12.00'
T
PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT
PAGE 34, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID
LANDS SITUATES LYING AND
BEING IN THE TOWN OF DAVIE, BROWARD COUNTY, FLORIDA,CONTAINING 4.27
ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
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NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED
WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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EMBEDMENT SPECIFIED
10 FT
- THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY
OTHERS.
CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRY AND OBJECTS
WITHIN
THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT
FROM THE PREDICTED RESULTS SHOWN ON THIS LAYOUT.
- THIS LAYOUT IS BASED ON .IES FILES THAT WERE LAB TESTED OR
COMPUTER
GENERATED. ACTUAL RESULTS MAY VARY.
RESPONSIBILITY TO SUBMIT THE SITE PHOTOMETRICS AND LUMINAIRE
SPECS TO THE LOCAL INSPECTOR BEFORE ORDERING TO ENSURE
THIS PLAN COMPLIES WITH LOCAL LIGHTING ORDINACES.
- DUE TO CHANGING LIGHTING ORDINANCES IT IS THE CONTRACTORS
Notes:
locations are approximate.
2707 SATSUMA
PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT
PAGE 34, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID
LANDS SITUATES LYING AND
BEING IN THE TOWN OF DAVIE, BROWARD COUNTY, FLORIDA,CONTAINING 4.27
ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
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CODE
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OMMERCIAL BUILDIN G
OMMERCIAL BUILDIN G
C.B.S. B UILDING
FLOOR ELEVATION= 8.0'
FLOOR ELEVATION= 8.0'
C.B.S. B UILDING
2 7 9 . 5 2 '
T
S
ST
2 7 5 . 1 1 '
S88°3 9'12"E
P L A
A G
.C .R
N01°5 1'20"W
12.00'
T
15-100
S
C005
PARCEL "A" OF "MOSS PLAZA", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 149, AT
PAGE 34, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID
LANDS SITUATES LYING AND
BEING IN THE TOWN OF DAVIE, BROWARD COUNTY, FLORIDA,CONTAINING 4.27
ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
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LIMIT OF PLAT
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WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE
CODE
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Sheets and Views
Sheets and Views
Sheets and Views
WATER AND SEWER