cover pageVIC-SAY
FOLIO No. 504134090010
AutoCAD SHX Text
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.
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
ADDRESS: 1925 BRICKELL AVE., D-506 MIAMI, FL 33129 PHONE: 786-426-1118 FAX: 954-584-6880
AutoCAD SHX Text
FL0ORIDA LICENSE AA-003186
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DAVIE, FLORIDA, 33314
AutoCAD SHX Text
ARCHITECTURE - PLANNING - EVALUATION
AutoCAD SHX Text
P.A. ARCHITECT INC.
AutoCAD SHX Text
AutoCAD SHX Text
1016 NE 45TH STREET OAKLAND PARK, FLORIDA 33334 TELEPHONE: (954) 763-4071 / (954) 763-1047 FAX: (954)337-0817 EMAIL: MLAGROUPINC@YAHOO.COM
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1
A2
2
A2
3
A2
4
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
1
2
3
4
5
6
7
8
9
10
11
12
13
B B
n g
i n
e e
, F
s a
m
SP001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3 GAL..18"-24" SPR.FULL
AutoCAD SHX Text
2 (for floor area between 25,000 s.f. and 60,000 s.f.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
7. The proposed sidewalk connection from public sidewalk to on-site sidewalk shall
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. Typical building set back dimensions (minimum) will be as required by Town of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2. Fire hydrants will be located in accordance with Town of Davie Code.
AutoCAD SHX Text
3. All landscaping trees and shrubs shall meet or exceed the min. landscape
AutoCAD SHX Text
4. All signage to be submitted for review and approval at a later day
AutoCAD SHX Text
5. Water and Sewer services will be provided by Town of Davie.
AutoCAD SHX Text
6. Solid waste disposal will be made by the service provider franchised by
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
AutoCAD SHX Text
8. Surveillance devises will be provided for crime prevention in the breeze-way.
AutoCAD SHX Text
Total Net Area
AutoCAD SHX Text
Building Floor Area
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TRAFFIC SIGNAL BOX
AutoCAD SHX Text
AutoCAD SHX Text
STREET LIGHTING BOX
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LIGHT POLE (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FL. REGISTRATION: 83223
AutoCAD SHX Text
SITE DIMENSION PLAN
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
R
AutoCAD SHX Text
AutoCAD SHX Text
S-13 TYPE "C"
AutoCAD SHX Text
%%UCATCH BASIN SCHEDULE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
METHOD OF CONSTRUCTION.
AutoCAD SHX Text
1. WHERE CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED
AutoCAD SHX Text
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
AutoCAD SHX Text
5. PVC PIPE TO HAVE ROCK BACKFILL TO OF PIPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
* FOR 21" DRAINAGE PIPE USE 1/2 OF A 30"%%C PIPE AS BAFFLE
AutoCAD SHX Text
* FOR 18" DRAINAGE PIPE USE 1/2 OF A 27"%%C PIPE AS BAFFLE
AutoCAD SHX Text
* FOR 15" DRAINAGE PIPE USE 1/2 OF A 21"%%C PIPE AS BAFFLE
AutoCAD SHX Text
AutoCAD SHX Text
M-8 8'-0"%%C 10" 10" #5 @ 6" C.C.E.W. 10'-8" %%C
AutoCAD SHX Text
M-7 7'-0"%%C 8" 10" #5 @ 12" C.C.E.W. #5 @ 6" C.C.E.W. 9'-4" %%C
AutoCAD SHX Text
M-6 6'-0"%%C 8" 10" #5 @ 12" C.C.E.W. #5 @ 6" C.C.E.W. 8'-4" %%C
AutoCAD SHX Text
M-5 5'-0"%%C 8" 8" #5 @ 12" C.C.E.W. #5 @ 12" C.C.E.W. 7'-4" %%C
AutoCAD SHX Text
M-4 4'-0"%%C 8" 8" #4 @ 12" C.C.E.W. #4 @ 12" C.C.E.W. 6'-4" %%C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PER AASHTO T-180
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3/4" WASHED STONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
AutoCAD SHX Text
CUT FILTER FABRIC PAST JOINT BAND INSERT FABRIC BETWEEN PIPE & JOINT BAND (SUCH THAT BAND CLAMPS TRENCH LINER)
AutoCAD SHX Text
AutoCAD SHX Text
1- PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECT TO ADDITIONAL CATCH BASIN AS REQUIRED (CAP ENDS OF PIPE) & JOINT BAND
AutoCAD SHX Text
2- SIDES AND TOP OF TRENCH TO BE LINED WITH TRENCH LINER OVERLAP LINER A MINIMUM OF TWO FEET AT EDGES.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1/2-21" DIA. C.A.M.P.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(Utility Pole, Ex.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GASKET TO FORM WATERTIGHT JOINTS ARE REQUIRED ALONG ALL EDGES OF THE METAL PLATE WEIR WITH THE CONCRETE STRUCTURE.
AutoCAD SHX Text
TO DRAINAGE STRUCTURE
AutoCAD SHX Text
STIRLING ROAD R.O.W.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
TOP ELEV. 5.0
AutoCAD SHX Text
BOTTOM ELEV: 1.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIM EL. 6.6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDE WATERPROOF COATING. (THE WALL COLOR SHOULD BE 45YY 68380 ICI PAINTS PINEAPPLE)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIP RAP BAGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
%%USTANDARD SIGN BASE
AutoCAD SHX Text
6" LIMEROCK BASE COURSE HAVING A MINIMUM LBR OF 100
AutoCAD SHX Text
AutoCAD SHX Text
AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).
AutoCAD SHX Text
12" STABILIZED SUB BASE FILL WITH A MIN. LBR OF 40 COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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).
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3.- ALL DIMENSIONS ARE TO C OF STRIPE UNLESS OTHERWISE
AutoCAD SHX Text
AutoCAD SHX Text
%%UACCESSIBLE PARKING SYMBOL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FL. REGISTRATION: 83223
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
SITE PLAN DETAILS
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
FL. REGISTRATION: 83223
AutoCAD SHX Text
SITE PLAN CROSS-SECTIONS
AutoCAD SHX Text
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.
R E
@ p
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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"
AutoCAD SHX Text
TABLE 503 COMPLIANCES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
-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
AutoCAD SHX Text
AutoCAD SHX Text
-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.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
R E
@ p
AutoCAD SHX Text
PROPOSED ROOF ACCESS LADDERS (see details 3,4 & 5 on Sheet A-7)
AutoCAD SHX Text
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.
R E
@ p
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
R E
@ p
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.
R E
@ p
AutoCAD SHX Text
PROPOSED ROOF ACCESS LADDERS (see details 3,4 & 5 on Sheet A-7)
AutoCAD SHX Text
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.
R E
@ p
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
+ +
+
+ +
++ +
+ + +
+ +
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
n g
i n
e e
, F
s a
m
C001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CATCH BASIN INLET TYPE C RIM. ELEV. 4.0 INV. ELEV. 1.5
AutoCAD SHX Text
CATCH BASIN INLET TYPE C RIM. ELEV. 4.0 INV. ELEV. 1.5
AutoCAD SHX Text
SAND CEMENT RIP-RAP HEADWALL CAP. ELEV. 5.5 INV. ELEV. 1.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
20' CBWCD D.E.
AutoCAD SHX Text
20' CBWCD D.E.
AutoCAD SHX Text
20' CBWCD D.E.
AutoCAD SHX Text
20' CBWCD D.E.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CUT EXIST. 15" DRAINAGE PIPE 10' NORTH OF EDGE OF SWK & INSTALL NEW MH
AutoCAD SHX Text
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
AutoCAD SHX Text
20' CBWCD D.E.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FL. REGISTRATION: 83223
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
TO COVERT FROM (NGVD) TO (NAVD) SUBTRACT 1.60 FROM (NGVD)
AutoCAD SHX Text
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:
n g
i n
e e
, F
s a
m
C002
NOTE:
ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXIST'G 8" PLUG & BLOW OFF & CONNECT NEW 8" P.V.C. WATER MAIN, ADD 1-8" G.V
AutoCAD SHX Text
INSTALL 12" D.I.P. SLEEVE WHERE 8" W.M. CROSSES PROPOSED WALL, EXTEND SLEEVE 2' BOTH SIDE OF WALL FOOTER
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 12" D.I.P. SLEEVE WHERE 8" W.M. CROSSES PROPOSED WALL, EXTEND SLEEVE 2' BOTH SIDES OF WALL FOOTER
AutoCAD SHX Text
AutoCAD SHX Text
CONNECT EXISTING 8" P.V.C. WATER LINE TO NEW 8" P.V.C. WATER MAIN BY REMOVING EXISTING 8"X2" REDUCER
AutoCAD SHX Text
AutoCAD SHX Text
8" P.V.C. W.M.
AutoCAD SHX Text
AutoCAD SHX Text
FIRE DEPARTMENT CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8" P.V.C. W.M.
AutoCAD SHX Text
WATER METER MANIFOLD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIM EL. 7.15 INV EL. 1.88 (W) INV. EL. 0.49 (E) INV. EL. 0.39 (S)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIM EL. 7.5 INV EL. 1.15 (W) INV. EL. 1.92 (S)
AutoCAD SHX Text
WATER METER MANIFOLD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WATER METER MANIFOLD
AutoCAD SHX Text
AutoCAD SHX Text
EXIST. 8" G.V.
AutoCAD SHX Text
EXIST. 8"X2" RED.
AutoCAD SHX Text
CONNECT NEW 8" P.V.C. SWR MAIN TO EXIST'G M.H. BY CORING NORTH WALL @ INV - 0.35 RESHAPE BENCHWALLS AS NECESSARY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXIST. DAVIE MANHOLE RIM EL. 7.53 INV. EL. (-)0.71 (W) INV. EL. (-)0.74 (E)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXIST. SEWER MANHOLE
AutoCAD SHX Text
EXIST. 8" TEE
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2" P/TR SERV
AutoCAD SHX Text
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.
AutoCAD SHX Text
8" P.V.C. W.M.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FL. REGISTRATION: 83223
AutoCAD SHX Text
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:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
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:
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
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:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LIMIT OF PLAT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: THE STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH ENGINEERING PERMITS THAT MEETS THE FLORIDA ADMINISTRATIVE CODE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
Sheets and Views
Sheets and Views
Sheets and Views
WATER AND SEWER