HomeMy WebLinkAboutResolution Zoning 14-Z-149VSN Engineering, Inc.
8550 West Flagler Street
Suite 113
Miami, Florida 33144
Ieo@vsneng.com
1500 SUNNY ISLES
500 SUNNY ISLES BOULEVARD
SUNNY ISLES BEACH, FL 33160
OWNER:
CHABAD LUBAVITCH RUSSIAN CENTER
RABBI ALEXANDER KALLER
250 SUNNY ISLES BOULEVARD, SUITE 3
SUNNY ISLES BEACH,
FLORIDA 33160
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520 Broadway, Eighth Floor New York, NY 10012
T 212.966.9292
F212.966.9242
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I ARCHITECT:
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Thi,d oer 1
Boy Horbor Isiontl . Florida 33154 7t
Telephone (305) 8667324
Fceslmile (305) 866 7474
Email joim,6schepircassaciolea r4
SURVEY
SURVEY
ARCHITECTURE
COVER
A -0 ZONING DATA
A -01 F.A.R. CALCULATIONS
A -02 FA. R. CALCULATIONS
A -03 F.A.R. CALCULATIONS
A -04 RENDERINGS
A -05 RENDERINGS
Si SITE PLAN
F1 SUB BASEMENT FLOOR PLAN
F2 BASEMENT FLOOR PLAN
F3 GROUND FLOOR PLAN
F4 SECOND FLOOR PLAN
F5 THIRD FLOOR PLAN
F6 FOURTH FLOOR PLAN
F7 TYP. LOWER UNIT 5TH,6TH AND 7TH FLOOR
F8 TYP. LOWER UNIT 8TH,9TH, LOTH AND 11TH FLOOR
F9 TYP. LOWER UNIT 17TH,18TH,19TH AND 11TH FLOOR
F1O UNIT B -3 16TH FLOOR
F11 TYP. LOWER UNIT 12TH,28TH FLOOR
1`12 NP. LOWER UNIT 13TH,14TH,15TH. 22TH,
23TH AND 29TH FLOOR
F13 LOWER DUPLEX 30TH FLOOR
F14 UPPER DUPLEX 31ST FLOOR
F15 ROOF PLAN
E1 EAST & NORTH ELEVATIONS
E2 SOUTH & WEST ELEVATIONS
E3 DIAGRAM
E4 DIAGRAM
E5 WATER FIXTURE
G1 SECTIONS
G2 SIGNAGE
G3 HEIGHT DIAGRAM
CIVIL
C -0 COVER SHEET AND LOCATION PLAN
C -1 SITE AND PAVING PLAN
C -2 SITE AND PAVING DETAILS
C -3 DRAINAGE PLAN
C -4 GRADING PLAN
C -5 STORM DRAINAGE DETAIL
C -6 TYPICAL SEDIMENT TANK AND DRAINAGE WEL DETAILS
C -7 SITE UTILITIES PLAN
LANDSCAPE
COVER
L -1 TREE SURVEY & DISPOSITION PLAN
L -2 MASTER PLAN
L -3 GROUND LEVEL LANDSCAPE
L -4 PLANT LIST. NOTES AND DETAILS
L -5 LANDSCAPE PLANTING, FURNISHING AND
LIGHTING FIXTURE IMAGES
Christopher Cawley, RLA
T 305 979 1585 F 305 751 5081 Florida LC 26000460
0 CT 3 1 2014
,�IT7
Agenda Item
Date
488 SUNNY ISLES
JEWISH COMMUNITY CENTER
LEGAL DESCRIPTION:
LOT 23 AND ISLAND NO. 23, OF SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, AT PAGE 76, OF
THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, LESS THAT PORTION OF LOT
23, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF SAID LOT 23; THENCE RUN SOUTH 13'13'35"
WEST ALONG THE EASTERLY LINE OF SAID LOT 23 A DISTANCE OF 8.23 FEET TO A
POINT OF INTERSECTION WITH A CIRCULAR CURVE CONCAVE TO THE NORTHEAST,
HAVING A RADIUS OF 118.50 FEET AND A TANGENT BEARING OF NORTH 52'42'42"
WEST; THENCE RUN NORTHWESTERLY ALONG SAID CIRCULAR CURVE THROUGH A
CENTRAL ANGLE OF 07'17'51" FOR AN ARC DISTANCE OF 15.09 FEET; THENCE SOUTH
82'00'25" EAST ALONG THE NORTH LINE OF SAID LOT 23 A DISTANCE OF 13.40 FEET
TO THE POINT OF BEGINNING. A /K /A 488 SUNNY ISLES BOULEVARD, MIAMI, FL
33160
JO b N� 41 TRI &T- bCW �Ur� ISLES BEACH BOULEVARD SOUTH EDGE
17,093 S.F.
AMOUNT
GROSS LOT AREA 21,905 S.F.
PLACE OF WORSHIP
PROPOSED USE SYNAGOGUE (PUBLIC ASSEMBLY)
FOOTPRINT 11,324 S.F.
98
ALLOWED
PROVIDED
F.A.R 2.0 +0.5 =2.5= 54,762.5 S.F.
1.67 = 36,702 S.F.
0.5 INCREASE F.A.R. BY REQUIRED PARKING IN
ENCLOSED STRUCT.
SETBACKS REQUIRED
PROVIDED
PEDESTAL TOWER
1 PER 100 GFA
PRIMARY FRONTAGE 15 40'
17' -0" (23' -0" VARIANCE)
REAR 0 0
72' -0" & 77 " -10"
PUBLIC BAYWALK(COUNTY) 47'
6' TO 19' -8"
SHORELINE SIDE(COUNTY) 25'
5' -0"
VISUAL CORRIDOR(COUNTY) 20'
5' -0"
REQUIRED
PROVIDED
HEIGHT 290'
75'
LOT COVERAGE: 90 %(MAX.)
52%
OPEN SPACE REQUIRED
PROVIDED
(10 %) 5,769
SQ.FT (34 %)
PARKING REQUIRED:
PARKIN RATIO
AMOUNT
REQUIRED
PLACE OF WORSHIP
1 PER 4 SEATS
390/4
98
CLASSROOMS
7,665 S.F.
THIRD FLOOR
9,099 S.F.
LOBBY
I PER 400 GFA
4,467/ 400
11
SOCIAL HALL
1 PER 100 GFA
6784-3F' 00
68
RESTAURANT
1 PER 150 GFA + 0.5 PER
2,105 /150(INDOOR)
14
4,264 S.F.
200 GFA OF OUTDOOR
2,233/2
4,000 S.F.
X 2 =8,000 S.F.
SEATING ABOVE 200 GFA.
= 1,116.5/200(QUTDOOR)
6
HIGHEST INDIVIDUAL USE 98
TOTAL PARKING REQUIRED 197
F.A.R. COMPUTATIONS
PARKING PROVIDED
2 SPACES PER
22 UNITS X 2
F.A.R. AREA
PARKING
1,892 S.F.
GROUND FLOOR
8,734 S.F.
SECOND FLOOR
7,665 S.F.
THIRD FLOOR
9,099 S.F.
FOURTH FLOOR
7,917 S.F.
ROOF
1,395 S.F.
SUB TOTAL 36,702 S.F.
500 SUNNY ISLES :
LEGAL DESCRIPTION:
LOT 22, ISLAND 22, AND VISTA ISLAND, SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION,
AS RECORDED IN PLAT BOOK 50, PAGE 76 OF THE PUBLIC RECORDS OF DADE COUNTY,
FLORIDA. ALSO, ALL THE RIGHT, TITLE AND INTEREST OF THE GRANTORS AND PREDECESSOR IN
TITLE, EDWARD A. GRIFFIN AND EDNA M. GRIFFIN, HIS WIFE, AND OTTO G. NEUMANN AND
GERTRUDE L.
NEUMANN, HIS WIFE, IF ANY, IN AND TO THE FOLLOWING DESCRIBED PROPERTY, WHICH
INCLUDES A PORTION OF THE FOREGOING DESCRIBED PROPERTY, TO WIT: BEGINNING AT A
POINT ON THE NORTHEAST CORNER OF LOT 22, OF THE SECOND REVISED PLAT OF BELLA
VISTA SUBDIVISION, RECORDED IN PLAT BOOK 50, PAGE 76, PUBLIC RECORDS OF DADE
COUNTY, FLORIDA, PROCEED NORTH 86. 07'50" WEST FOR A DISTANCE OF 220.90 FEET TO A
POINT ON THE EAST RIGHT OF WAY LINE OF THE INTRACOASTAL WATERWAY, AS SHOWN ON THE
ABOVE MENTIONED PLAT; THENCE PROCEED SOUTH 03'25'29" EAST FOR A DISTANCE OF 170.24
FEET TO A POINT; THENCE PROCEED SOUTH 70'22'27" EAST FOR A DISTANCE OF 165.39 FEET
TO A POINT; THENCE RUN NORTH 14'35'25" EAST FOR A DISTANCE OF 216.62 FEET TO A
POINT OF BEGINNING. SAID LAND BEING SET FORTH IN THE SECOND REVISED PLAT OF BELLA
VISTA SUBDIVISION, AS RECORDED IN PLAT BOOK 50 AT PAGE 76, PUBLIC RECORDS OF DADE
COUNTY, FLORIDA. THE PROPERTY IS COMMONLY KNOWN AS 500 SUNNY ISLES BLVD., SUNNY
ISLES, FLORIDA.
Z O N I N G D A T A
ZONING DISTRICT - (TCO) SUNNY ISLES BEACH BOULEVARD SOUTH EDGE
GROSS LOT AREA 37,933 S.F.
NET LOT AREA 11,980 S.F.
PROPOSE USE MULTI - FAMILY
REQUIRED PROVIDED
SETBACKS PEDESTAL TOWER
FRONT 15' 40' 37' -6" (2' -6" VARIANCE READ.)
REAR 0' 0 76' -0"
SHORELINE SETBACK(COUNTY) 25' -75' 7' -0" TO 20' -10"
SHORELINE SIDE(COUNTY) 25' 20' -0"
VISUAL CORRIDOR(COUNTY) 25% OF SITE WIDTH
180' -1 "
MAX NUMBER OF DWELLING UNITS
ALLOWED -- 75 UNITS PER ACREXO.858 = 64.35 UNITS
SHOWN - - -- 22
HEIGHT
ALLOWED - 290'
SHOWN - - -- 348' FROM GRADE TO ELEVATOR
Oi jN.
SHOWN - - -- 325' FROM GRADE TO ROOF. 0ft LO !o- � K- ESIJ
SHOWN - - -- 290' FROM TOP OF THE BRIDGE.
28 FLOORS
LOT COVERAGE
ALLOWED - 90% = 34,139.7 S.F.
SHOWN - - -- 10.16% = 3,856 S.F.
ALLOWED MINIMUM UNIT SIZE - -- 550 S.F.
SHOWN AVERAGE UNIT SIZE - -- 4,750 S.F.
PARKING REQUIRED
PARKING PROVIDED
2 SPACES PER
22 UNITS X 2
UNIT OVER 1,800 S.F.
= 44 SPACES
54 SPACES
MORE THAN 20
5% OF 44 = 2.2
UNITS
SPACES (HANDICAP)
2 SPACES
TOTAL PARKING
44 SPACES
56 SPACES
F. A. R. COMPUTATIONS
F.A.R. COMPUTATIONS
F.A.R. AREA
PROVIDED
GROUND FLOOR
940 S.F.
SECOND FLOOR
3,447 S.F.
FRONT
THIRD FLOOR
480 S.F.
17 -0" / 37' -6" (23' VARIANCE)
FOURTH FLOOR
0 S.F.
0'
TYP. FLOOR 5TH,6TH AND 7TH
3,664 S.F.
X 3 = 10,992 S.F.
TYP. FLOOR
8TH,9TH,10TH AND 11TH
3,939 S.F.
X 4 = 15,756 S.F.
TYP. FLOORS 12TH & 20TH
4,256 S.F.
X 2 =8,512 S.F.
TYP. FLOOR
13TH,14TH,15TH & 23TH
4,264 S.F.
X 4 = 17,056 S.F.
TYP. FLOORS 16TH & 24TH
4,000 S.F.
X 2 =8,000 S.F.
TYP. FLOOR
17TH,18TH,19TH,25TH & 26TH
4,042 S.F.
X 5 = 20,225 S.F.
LOWER DUPLEX 21 & 27TH
4,272 S.F.
X 2 =8,550 S.F.
UPPER DUPLEX 22 & 28TH
3,726 S.F.
X 2 =7,452 S.F.
ROOF PLAN
421 S.F.
TOTAL
101,831 S.F.
COMBINED :
Z O N I N G D A T A:
ZONING DISTRICT - (TCO) SUNNY ISLES BEACH BOULEVARD SOUTH EDGE
GROSS LOT AREA 21,905 S.F. + 37,933 S.F. = 59,838 S.F.
NET LOT AREA 17,093 S.F. + 11,980 S.F. = 29,073 S.F.
PROPOSE USE SYNAGOGUE (PUBLIC ASSEMBLY) / MULTI - FAMILY
HEIGHT
ALLOWED - 290'
SHOWN - - -- SYNAGOGUE -75' + MULTI - FAMILY- 290' =365/2 = 183'
HEIGHT AVERAGE = 200' SHOWN - 183'
LOT COVERAGE
ALLOWED - 90% = 53,854.2 S.F.
SHOWN - - -- 11,390.6 S.F. + 8,322 S.F. = 19,710 S.F. =33%
MIXED USE REQUIREMENT - 70% COMMERCIAL OF GROUND FLOOR
TOWER GROUND FL. -3,011 S.F. x 70% = 2,107 S.F.
JCC GROUND FL. -1,834 S.F. x 70% = 1,283.8 S.F.
SHOWN -- RESTAURANT- GROUND LOBBY - 295 S.F
UPPER FLOOR - -4,500 S.F
MIKVAH SPA- GROUND - -- 1,834 S.F.
TOTAL --------- - - - - -- -6,626 S.F.
MAX NUMBER OF DWELLING UNITS
ALLOWED 75_ UNITS PER ACREX 1.37 = 103 UNITS
SHOWN - - -TX
zL.
F. A. R. COMPUTATIONS:
LOT AREA x (2.0 +0.5 +0.5) = 59,838 S.F x 3 = 179,514 S.F.
0.5 INCREASE F.A.R. BY REQUIRED PARKING IN ENCLOSED STRUC
0.5 INCREASE F.A.R. BY LOT WIDTH ABOVE 300'
TOTAL FAR ALLOWED = 179,514 S.F
COMMUNITY TOWER I TOTAL
CENTER
TOTAL F.A.R. PROVIDED 36,702 S.F. + 101,831 S.F. = 138,533 S.F. =2.32
THE CITY IS REQUESTING AN ACCESS EASEMENT AND DOCK FOR FUTURE
WATER TAXI FACILITIES. WE WILL COORDINATE WITH THE CITY TO PROVIDE
SUCH EASEMENT AND DOCKING RESERVE FOR MUNICIPAL SERVICE.
C A R L O S
Z A P A T A
S T U D I O
520 Broad„ai, EqN FlOU' Nwv Ypk. HY 10012
T 212.988.9 -1 1`21298fi %H2
�QNQp�G30O
ARC ITEMRE URBANISM INTERIORS
CHAPIRO ASSOCIATES INC
1150 Kane Concourse
Third Floor
Bay H.'bou, Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
Email pmeoschapiraassociates.com
AR 0006823
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ZONING DATA
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REQUIRED
PROVIDED
SETBACKS
PEDESTAL
TOWER
JCC TOWER
FRONT
15'
40'
17 -0" / 37' -6" (23' VARIANCE)
REAR
0'
0'
72' -0" / 76' -0"
SIDE EAST
0'
0'
5' -0" / 10' -1"
SIDE WEST
0'
0'
106' -0"
PUBLIC BAYWALK(COUNTY)
75'
7' -0"
SHORELINE SIDE(COUNTY)
25'
7' -0"
VISUAL CORRIDOR(COUNTY)
37.6'
20' -0"
HEIGHT
ALLOWED - 290'
SHOWN - - -- SYNAGOGUE -75' + MULTI - FAMILY- 290' =365/2 = 183'
HEIGHT AVERAGE = 200' SHOWN - 183'
LOT COVERAGE
ALLOWED - 90% = 53,854.2 S.F.
SHOWN - - -- 11,390.6 S.F. + 8,322 S.F. = 19,710 S.F. =33%
MIXED USE REQUIREMENT - 70% COMMERCIAL OF GROUND FLOOR
TOWER GROUND FL. -3,011 S.F. x 70% = 2,107 S.F.
JCC GROUND FL. -1,834 S.F. x 70% = 1,283.8 S.F.
SHOWN -- RESTAURANT- GROUND LOBBY - 295 S.F
UPPER FLOOR - -4,500 S.F
MIKVAH SPA- GROUND - -- 1,834 S.F.
TOTAL --------- - - - - -- -6,626 S.F.
MAX NUMBER OF DWELLING UNITS
ALLOWED 75_ UNITS PER ACREX 1.37 = 103 UNITS
SHOWN - - -TX
zL.
F. A. R. COMPUTATIONS:
LOT AREA x (2.0 +0.5 +0.5) = 59,838 S.F x 3 = 179,514 S.F.
0.5 INCREASE F.A.R. BY REQUIRED PARKING IN ENCLOSED STRUC
0.5 INCREASE F.A.R. BY LOT WIDTH ABOVE 300'
TOTAL FAR ALLOWED = 179,514 S.F
COMMUNITY TOWER I TOTAL
CENTER
TOTAL F.A.R. PROVIDED 36,702 S.F. + 101,831 S.F. = 138,533 S.F. =2.32
THE CITY IS REQUESTING AN ACCESS EASEMENT AND DOCK FOR FUTURE
WATER TAXI FACILITIES. WE WILL COORDINATE WITH THE CITY TO PROVIDE
SUCH EASEMENT AND DOCKING RESERVE FOR MUNICIPAL SERVICE.
C A R L O S
Z A P A T A
S T U D I O
520 Broad„ai, EqN FlOU' Nwv Ypk. HY 10012
T 212.988.9 -1 1`21298fi %H2
�QNQp�G30O
ARC ITEMRE URBANISM INTERIORS
CHAPIRO ASSOCIATES INC
1150 Kane Concourse
Third Floor
Bay H.'bou, Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
Email pmeoschapiraassociates.com
AR 0006823
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BELLA VISTA BAY (WATERWAY)
F.A.R. - 940 S.F.
2ND FLOOR PLAN
n (AMENITIES / LEVEL +24' -0")
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BELLA VISTA BAY (WATERWAY)
F.A.R. - 3,447 S.F.
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n (MEP I OUTRIGGER BEAM / LEVEL +55' -0”
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BELLA VISTA BAY (WATERWAY)
F.A.R. - 0 S.F.
`- - "tEAX \
I Tatpt SEIBAG(_. _ _ �
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L 6T . 1' -0• \
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12TH 20TH FLOOR / 13RD 14TH 15TH AND 23RD FLOOR / 16TH 8 24TH FLOOR / m
solE 1/1e - 1 /Te . 1' 0 SfiIE 1/1e - 1' -0 LL
BELLA VISTA BAY (WATERWAY) BELLA VISTA BAY (WATERWAY) BELLA VISTA BAY (WATERWAY) W -
F.A.R. - 4,256 S.F. X 2 8,512 S.F. F.A.R. - 4,264 S.F. X 4:17,056 S.F. F.A.R. - 4,000 S.F. X 2 = 8,000 S.F. 7 } m
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F.A.R.
LOWER DUPLEX FLOOR PLAN UPPER DUPLEX FLOOR PLAN CALCULATIONS
TYPICAL UNIT FLOOR PLAN � � � /
�17TH 18TH 19TH 25TH AND 26TH FLOORL / 21TH & 27TH FLOOR %1 (22TH & 28TH FLOOR) /
sru ,. 18.1' -D• - saLE 1/1e . r -0• C -Tx 2 1/1e . 1' -0•
BELLA WSTA BAY (WATERWAY) \ BELLA VISTA BAY (WATERWAY) BELLA VISTA BAY (WATERWAY)
F.A.R. - 4,045 S.F. x 5 = 20,225 S.F. F.A.R. - 4,275 S.F. x 2 - 8,550 S.F. F.A.R. - 3,726 S.F. x 2 : 7,452 S.F. 02
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F.A.R. AREA
GROUND FLOOR 940 S.F.
SECOND FLOOR
3,447 S.F.
NOT COUNTABLE
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480 S.F.
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3,664 S.F. X 3
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5TH,6TH AND 7TH
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3,939 S.F. X 4
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4,000 S.F. X 2
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16TH & 24TH
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421 S.F.
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TOTAL 101,831 S.F.
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LEVEL +325'- 0"
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F.A.R. - 421 S.F.
F.A.R. COMPUTATIONS
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SUNNY ISLES BEACH
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® FLDOR AREA REV1114"k
F.A.R. AREA
GROUND FLOOR 940 S.F.
SECOND FLOOR
3,447 S.F.
NOT COUNTABLE
AS RESIDENTIAL FLOOR AREA
THIRD FLOOR
480 S.F.
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TYP. FLOOR
3,664 S.F. X 3
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5TH,6TH AND 7TH
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TYP. FLOOR
3,939 S.F. X 4
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= 15,756 S.F.
TYP. FLOORS
4,256 S.F. X 2
T`Rl0CES, BREEZEWAYS,
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TYP. FLOOR
4,264 S.F. X 4
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= 17,056 S.F.
TYP. FLOORS
4,000 S.F. X 2
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16TH & 24TH
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4,042 S.F. X 5
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UPPER DUPLEX
3,726 S.F. X 2
L'ELOW GRADE
22 & 28TH
=7,452 S.F.
- O
El,CLOSED GARBAGE ROOMS
Elic OSED VATHIN THE BLDG.
ROOF PLAN
421 S.F.
ON THE GROUND FLOOR LEVEL.
TOTAL 101,831 S.F.
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PROVIDED PARKING: TOTAL 57 CARS
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PROVIDED PARKING: TOTAL 57 CARS
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500 SUNNY
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CITY OF SUNNY
OWNER:
CITY OF SUNNY ISLES BEACH
C/O FINANCE DIRECTOR
16070 COLLINS AVENUE
CITY OF SUNNY ISLES BEACH 33160
ISLES
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LEGAL DESCRIPTION:
Lot 23 and Island No. 23, of SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, ace
Plat thereof , as recorded In Piat Book 50, at Page 76, of the Public Records of
County, Florida, leas that Portion of Lot 23, be Ing more Particularly described
Begin at the northeast corner of saitl Lot 23; thence run South t3 1335' West al
Iine of as I Lot 23 a dl stance Of 8.23 feet t0 a Point Of intersect) on with a cl
to the Northeast, having a radius of 118.50 feet and a tangent bearing of North
thence run Northwesterly along said circular curve through a central angle of 07
distance oT 15.09 feet; thence South 82 00'26' East along the North line of saitl
of 13.40 feet to the Paint of Beginning. a /k /a 488 Sunny Isles Boulevard. Mlaml
ENGINEERS:
V. S. N. ENG I NEER I NG, I NC.
CIVIL ENGINEERS
8550 W. FLAGLER STREET, SUITE 113
MIAMI, FLORIDA 33144
TEL [305) 551 -6267
FAX [305] 551 -4542
LIST OF DRAWINGS:
C -0 COVER SHEET AND LOCATION MAP
C-1 SITE AND PAVING PLAN
C -2 STE AND PAVING DETAILS
C -3 DRAINAGE PLAN
C-4 GRADING PLAN
C -5 STORM DRAINAGE DETAILS
C -6 TYPICAL SEDIMENT TANK AND DRAINAGE MEL DETAILS
C -7 SITE UTILITIES PLAN
CERTIFICATE OF AUTH •5529
RODOLFO J. VARGAS dated: August 28, 2014 C-0
PE • 35648 Cad Ref: 14020 -10
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GENERAL NOTES
1. ALL RADII ARE TO FACE OF CUE.
2. CTFLOI TOPOGRAPHIC IIAM1-- DADOUNY. R OA, N, LEAVY i 'ACYLES LAND SURVEYORS
3. ALL SIGNS SHALL CONFORM WITH THE 'MANUAL ON UNIFORM TRAFFIC Q
CON TiDL DEVICES FOR BTPEET3 AID MIDWAYS' U. S. DEPARTM:NT
OF TRANSNPTATION, FEDERAL XI SHMAY ADMINI §TRATIOL D
4. ALL EXISTING PAVEMENT CONNECTIONS MUST SE SAM -CUT TO PROVIDE
A NEAT STRAIGHT EDGE. - [[
S. CONTRACTOR TO COOPOIRATE MAINTENANCE OF TRAFFIC OUR IMB CONS- O 0
iW1CTi0N MIiN THE FLORIDA DEPARTMEM OF TPAN9PORTATI
ON AND DADE J
COUNTY ARO SHALL BE IN ACCOPDANCE WITH THE
.MANUAL ON UNI FOAM
TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS W. S. DEPARTMENT –1 LL
OF TRANSPORTATION FHWAI. ATTENTION IS ALSO DIRECTED TO THE m
FLORIDA DEPARTMENT OF TRAWSPORTATIOH ROADWAY AND TRAFFIC DESIGN
STANDARD INDEX. 800 TUW 850. ♦^
8. IN THE BY MIT THAT EXISTING CONDITIONS VARY FROM THOSE INDICATED �/''V = _
TO THE EXTEND THAT A 'FIELD REVISION' 18 REQUIRED, THE CONTRACTOR l./ J V ,�c Q Q
SMALL NOTIFY Tiff ENGINEER IMMEDIATELY. G
7. FOR SITE PLAN DETAILS SEE SHEET C -2 W W
S. ALL WWOpMEM TO BE �D�ppONE IN ACCDRDANCCEE W TH FLORIDA DEPARTMENT OF m M
SUNNYYISLESI BBEEACH STANDARDR AILS AIDD SPEECIFICAAITIIONSTMAND � Z N In
APPLICABLE PERMITS. W W
9. CONTRACTOR SHALL PROVIDE AS -WILT DRAWINGS CERTIFIED BY A c J J
PROFESSIONAL LAND SURVEYOR FOR ALL OR
WK. P OP
WD IMCLUDINS L
VERTICAL AND HORIZONTAL INFO IMATION AND ANY EXISTING UTILITY z (n (n
ENCOUNTERED WRING CONSTRUCTION. -
- E0. INOTRACTOR B OFLF RETAIN TO LSE VIICESHOFIA REGISTERED SURVEYOR Q
- - -�_
it. BUILDING TO BE LAID WT FROM ARCHITECTURAL PLANS. U) O Z Z
12. CONTRACTOR TD RE- STRIPE ALL EXISTING PAVEMENT NARNERS AS REQUIRED
THAT ARE DAMAGED DURING CONSTRUCTION. U
UCON. 0 Cn fn
SUNNY SLE S Ln
�-
BEACH 0
(BUSIN OCEAN ESS LOOPj BL�p
— — — — _ LEGEND: no date revision /Issue
EXISTING PROPOSED
0 D O D HANDICAPPED PARKINS SPACES
a� TRAFFIC EII
REFER LINE
REFERENCE LIfE
D
NOT A PART RIGHT -OF -MAY LINE --
0 0 0
PROPERTY LINE
0 0 0 0
8•
CURB (TYPE 'OT - - --
f 21 CURB G GUTTER = _ = z designed R. VARGAS
OIRECTIONAL ARROW
D D drawn N. SERRATE
PEDESTRIAN RAW checked L. SERRATE
NO. OF PARKING SPACES to approved R. VARGAS
a CONCRETE WHEELSrro prof no 14020 -01
scale P - 30'
TRAFFIC FLOW -.� date SEPT 10, 2014
D cad ref 14020 -11
BELLA VISTA BAY
RODOLFO J. VARGAS
PE - 35646
drawing
30' 15' 0' 30'
Scale: i' - 30'
180
TYPICAL LIGHT DUTY PAVEMENT SECTION
N. T. S.
ACCE881BLE
PARKINS 8188
17' -0' TO BOTTOM
OF 818X] —.
Up re0T70x OF C SIDEMALN0UTEl ' 1 L IMO 'p I S
tACC
2' TYPE S-III ASPHALTIC CONCRETE
NOTES
o a
CONCRETE SIDEWALK
18' PARKING STALL 20' DRIVEWAY
SEE ARCHITECTURAL PLANS
AND
BITUMINOUS PRIME COAT.
1 -1/4' TYPE S -III ASPHALTIC
CONCRETE AND BITUMINOUS
A HIGHLY REFLECTORIZED BLUE
PRIME COAT (PER FOOT
Ia. -- -- --\
I.
SEC 33171
6.
SLOP E
(PER
FOOT SEC 3317 TWO (27 LIFTS
180
TYPICAL LIGHT DUTY PAVEMENT SECTION
N. T. S.
ACCE881BLE
PARKINS 8188
17' -0' TO BOTTOM
OF 818X] —.
Up re0T70x OF C SIDEMALN0UTEl ' 1 L IMO 'p I S
tACC
2' TYPE S-III ASPHALTIC CONCRETE
NOTES
o a
1. ALL LETTERS ARE 7' SERIES 'C'
o
PRECAST CONCRETE
AND
BITUMINOUS PRIME COAT.
H m
A HIGHLY REFLECTORIZED BLUE
3'
BACKGROUND WITH WHITE
6' -0' LONG
(PER
FOOT SEC 3317 TWO (27 LIFTS
BORDER.
3. BOTTOM PORTION OF SIGN SHALL
HAVE A HIGHLY REFLECTORIZED
WHITE BACKGROUND WITH BLACK
U.
°
EDGE OF
•
C
4. ONE (17 SIGN REQU I RED FOR EACH
1.4 BAP CONT.
PARKING SPACE.
5. HEIGHT OF SIGN SHALL BE IN
fPAVEMENT.
a
ACCORDANCE WITH SECTION
TANDARD
PARKING LOT
SHEETS
UNIFORM TRAFFIC CONTROL
DEVICES (M.U. T.C.D.7
CONTRACTOR SHALL VERIFY ALL THE REQUIRED
HANDICAPPED NNFORMATION
SURFACE
NECESSARY AT EACH SIGN
PRIOR TO
PURCHASING N. T. S.
PER MDC STANDARD Ri8.3
o�m
8' LIMEROCK BASE PER
I
F. D. 0. T. SEC. 913
COMPACTED TO 95X OF THE
12' COMPACTED SUBGRADE
COMPACTED TO 95% OF THE
2.4 RODS THRU
ASTMMD -1557 DENSITY PER_
WOE
JO •
BASE AS SPECIFIED
S PAVEMENT
180
ASTMMDML557 ORNAASHTOET -180
EXTEND 6' BEYOND
MINIMUM
MINIMUM 18' LONG
TYPICAL HEAVY
DUTY PAVEMENT SECTION
PRECAST CONCRETE
WHEELSTOP
N. T. S.
N. T. S.
PROPOSED
1' MILLING AND 1' RESURFACING
SEE SHEET C -i FOR LIMITS OF WORK
SIDEWALK
11
STANDARD STANDARD V� J STAMDAgD
PARKING SPACE KINB SPACE (V/ PARKING SPACE TYPICAL PAVEMENT MARKING
4' �� b FOR HANDICAPPED PARKING SPACE
P NXAL A
I RECONNExceol
80• SLOPE SMALL NOT
GL EXCEED zs IN LL N. T. S.
EXCEOTI2118C 0. iNCMXSITe E d EXISTING BASE PROP 2' CURB S GUTTER (TYPE •F•7 6•
3 TO B FEET ITE
6• f' -6'
2'R HIM.
19' -G• xAx, s G G• fo
AS. SURFACE o i0 2� 3' 0
SUNNY ISLES BEACH BLVD (BUSINESS LOOP) BASE - , 3/4 w�
JNOTE: ALL PAVEMENT MARKINGS ARE WHITE N.T.S. r, 8.
PAINTED UNLESS OTHERWISE NOTED DESIGN SPEED - 35 MPH
TYPICAL STALL MARKINGS MILLING [ TYPE " F" CONCRETE
N. T. S. MILL 3 /4ST�OW LLIP OFPGUTTEERRTATILOMYSiOE�TN7 TYPE D CURB CURB 6 GUTTER
N. T. S.
12' RESURFACING N. T. S.
Ole X2(2 CADMIUM L4R (TYP.7 T� ASPXALTTIICCCONCXETEFRI TRAF ICIMVEL B'. 10 LBSISY. PERRUP LFT)
PLATED BOLT -�
( TYP. ) /
$d D 1 AM. HOLE FTP -20 -06 3/4
(TYP.7 m 2' RADIUS 3/8' BORDER
1' SERIES C LEGEND
nNa�w COLOR TOP BOTTOM
•�suxm BACKGROUND BLUE WHITE N
PaKIr LEGEND AND BORDER WHITE BLACK
a�Y
n
TYPE. G GAUGE OF MATL TOM - AWAY -ZONE 1' RADIUS 3/8' BORDER 8'
i' SERIES C LEGEND 2' -0'
FOR SIGN 6 POST, SHALL AND FINE COLOR
BE EQUAL TO COUNTY °P TO �0'a° BACKGROUND WHITE
SIGN REQUIREMENT LEGEND AND BORDER BLACK
BREAKAWAY
PER P. W. D.
DETAIL R18
162OF4
VALLEY GUTTER
N. T. S.
TYPE 1 STANDARD 6' CURB
L T
EDGE OF PAVEMENT
TYPE 2
NOSE DOWN TO �SURFACE AS SPECIFIED
FINISH GRADE
TYPICAL ELEVATION
STANDARD CURB NOSING
N. T. S.
SITE AND PAVING DETAILS
NOTES
o a
1. ALL LETTERS ARE 7' SERIES 'C'
o
PER M. U. T. C. 0.
P
2. TOP PORTION OF SIGN SHALL HAVE
H m
A HIGHLY REFLECTORIZED BLUE
AS SHOWN
BACKGROUND WITH WHITE
AUG 28, 2014
REFLECTORIZED LEGEND 6
a
N °
BORDER.
3. BOTTOM PORTION OF SIGN SHALL
HAVE A HIGHLY REFLECTORIZED
WHITE BACKGROUND WITH BLACK
U.
°
OPAQUE LEGEND C BORDER.
•
C
4. ONE (17 SIGN REQU I RED FOR EACH
_ �O¢
n O W
PARKING SPACE.
5. HEIGHT OF SIGN SHALL BE IN
ST AS
ACCORDANCE WITH SECTION
TANDARD
24 -23 OF THE MANUAL ON
SHEETS
UNIFORM TRAFFIC CONTROL
DEVICES (M.U. T.C.D.7
CONTRACTOR SHALL VERIFY ALL THE REQUIRED
HANDICAPPED NNFORMATION
SIGN DETAIL WITH LOCAL AUTHORITIES
NECESSARY AT EACH SIGN
PRIOR TO
PURCHASING N. T. S.
PER MDC STANDARD Ri8.3
o�m
VALLEY GUTTER
N. T. S.
TYPE 1 STANDARD 6' CURB
L T
EDGE OF PAVEMENT
TYPE 2
NOSE DOWN TO �SURFACE AS SPECIFIED
FINISH GRADE
TYPICAL ELEVATION
STANDARD CURB NOSING
N. T. S.
SITE AND PAVING DETAILS
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AUG 28, 2014
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drawn
N. SERRATE
checked
L. SERRATE
approved
R. VARGAS
pro? no
14020 -01
scale
AS SHOWN
date
AUG 28, 2014
cad ref
14020 -12
ROOOLFO J. VARGAS
PE • 35646
drawing
C -2
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PE + 35648
drawing
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LONGITUDINAL SECTION
SOLID PLATE ON
TOP OF BAFFLE
\-8ELECT SACKFILL
308 ROOFING F.T\
\----- ��d -a`
v-PEA ROCK�°O�
DIAMETER
i
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OF PIPE
... _.____'.:'. ....:•••.�
ATER TABLE
EE BAFFLE DETAIL
1' -0'
N. COV
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10CTOBFJi NI6H
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PER PoorBINNDEEX No 241
PLAN
NOTE i
BRICK TO GRADE
r U. G. FOUNDRY FRAME 9 ORATE
No. 416E FDA CATCH BASINS
BAFFLE DETAIL BY CONTRACTOR
MAX TWO COURSES
• ABA113 B B•
SEE NOTE 2 O. C. E. M. I MINI MUNI
SEE NOTE 3q,,t77EE pp ELpEB
ON lOPTOF BAFFLE
TO FRENCH DRAIN
BRACKET DETAIL FOR ELEVATION
SEE PLANS
NOTES FOR P.R. CATCH BASIN
11 SKIVER FOR FRENCH DRAIN
OUTLETS PER FOOT INDEX NO 241
21 1 /2• GALVANIZES LAO BOLT IN LEAD SHIELD 1TVP.I
a1 MELD OR 2 -1 /2• TNMI BOLTS E & S. T.
41 GRATING SHALL BE OFFSET IF STRUCTURE IS USED
AS OVERFLOW.
61 ONE BALE f42SF•X42'I. TWO SAF�FLE816AgN6J'1A WARE
S' PRECAST
CONC. STRUCTURE 4 BARS 1 12'
O. C. E. W.( MIN 1")
POLLUTION RETARDANT CATCH BASING DETAIL
N. T. S.
DRAIN
B' -0•
FI "I- E
SEE NO PLANS
1: 1 OR
iD
WODEN PLASTIC oo���yyy--[,,,
FILTER FABRIC ALLAST ROCK
NOTE:
1. FRENCH DRAIN TO BE IN ACCORDANCE WITH
DADE COUNTY STANDARD DETAILS SO -1.1
LATEST REVISION MARCH 12, 1992.
2, WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE,
TOP AND BOTTOM] SHALL BE USED IN BANDY OR
FILLED AREAS.
S. MASH DOWN THE BALLAST ROCK WITH CLEAN MATER
AFTER ROCK HAS BEEN PLACED TO THE PROPER
ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
MAY OCCUR. ADO ADOIT IONAL BALLAST ROCK TO RESTORE
ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH
THE DETAILS.
4. FOR PERFORATED CRP PIPE JOINT ARE TO BE BANDED,
BUT NOT GASKETED.
S. FDA BAFFLE DETAILS SEE THIS SHEET
NBW PERFORATED 1S' HE
ESM NOTE221 w04
FILTER FABRIC
-BOTTOM EL - 1-] B. DO NGVO
- FILTER-'X' OR APPROVED EQUAL. /
ALTERNATE CROSS- SECTION DETAIL
FOR SANDY SOIL CONDITION
N. T. S.
( N ) NOTE:
SAND BED TO BE USED ONLY ON FRENCH
DRAIN FOR THE GARAGE AND PLANTERS
`SELECT BACKFILL-�
9lM 10111141 FELT
\-8ELECT SACKFILL
308 ROOFING F.T\
\----- ��d -a`
v-PEA ROCK�°O�
_ b
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... _.____'.:'. ....:•••.�
ATER TABLE
N
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1' -0'
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WODEN PLASTIC oo���yyy--[,,,
FILTER FABRIC ALLAST ROCK
NOTE:
1. FRENCH DRAIN TO BE IN ACCORDANCE WITH
DADE COUNTY STANDARD DETAILS SO -1.1
LATEST REVISION MARCH 12, 1992.
2, WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE,
TOP AND BOTTOM] SHALL BE USED IN BANDY OR
FILLED AREAS.
S. MASH DOWN THE BALLAST ROCK WITH CLEAN MATER
AFTER ROCK HAS BEEN PLACED TO THE PROPER
ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
MAY OCCUR. ADO ADOIT IONAL BALLAST ROCK TO RESTORE
ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH
THE DETAILS.
4. FOR PERFORATED CRP PIPE JOINT ARE TO BE BANDED,
BUT NOT GASKETED.
S. FDA BAFFLE DETAILS SEE THIS SHEET
NBW PERFORATED 1S' HE
ESM NOTE221 w04
FILTER FABRIC
-BOTTOM EL - 1-] B. DO NGVO
- FILTER-'X' OR APPROVED EQUAL. /
ALTERNATE CROSS- SECTION DETAIL
FOR SANDY SOIL CONDITION
N. T. S.
( N ) NOTE:
SAND BED TO BE USED ONLY ON FRENCH
DRAIN FOR THE GARAGE AND PLANTERS
`SELECT BACKFILL-�
9lM 10111141 FELT
NEIA EL- 5.00
I:1 0K PER
\----- ��d -a`
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R. VARGAS
-
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F.:. •:.':.':.:.b. SS_•....:...':'.'.'.I
... _.____'.:'. ....:•••.�
(OVER PIPE END]
t T;'
FILTER FABRIC
BALLAST ROC- -_
TRANSVERSE SECTION DETAIL
N. T. S.
DRAINAGE NOTES:
I. Thee. plane have been prepared With the beet information available
to the Engineer. Contractor moat erl /y all exl6tinp
ndMground utliltles Drl dr to bayylnnlnyy Of oonstrV�tton. It any
OlstrapahCleB a encountered to th. extMt th6I a field I I
2. %elOn• la reOUlriO. End l nNr must be notified I ... Olately.
Ia the rseDaM iblllty of the ContNCtor to protect ail xlatlnyu
I.prOVa.ente durinp construction. If any da.ep. occurs as a eeUlt
o} the oonstroCtlan detlri ties, Contractor snail Is.t.ro much
I.proYe.:It, to IdontlCel Iins gra0a. HthH lCal mn0 atructVral
conditions as they Mere prior to baglnninp of construction.
3. At flevatlons refer to National Geodetic Vertical Datw 1W. G. V. 0. 1.
A. Dade CCYnty Flood Criteria for this project Is 5.001 ILG.V.D.]
5. Oct ,o sr High Water Elevation Is 2. 00 IN. &V. 0. 1.
5. Ains. l proposed elarat10he are to edge of pavement or driveway center
Ii
7.
Ain':- l rench Orals DerfoNted y1 shell bs 16' dlsNtsr and shall Alas ve a
. Invert eleratlon oI 2.50E W.G. V. D. 1. [Ur. lass otherwise
S. French Drain bottom at oration shall be 1-1 8.00 1R B. V. 0. 1.
9. The following Items !hell 06 codatrl I'd In ecCOrdanc. With
tna rahrMCea as the fro. the Dade County Public Works
Manual:
a. French Dral n ....................... & D. /.1
b. Cat en Ba.1. ......... ...... .. ....... S. O. E.B
e. Catch Basin Frame and Grate........& 0.2.3
d. 2' Veilsy gutter. .................. pp,,IL 5
Inlet .................. .. 80 3.4
r. Swale Inlet ........................90 & /
10, Contractor must observe mktra.s care to ? -sent debrt s, slit•
and fln11 trot enteringc Frenen Grain. Inlet Grates shall
re.aM CoYeNO "Mtn (lilac- fabric dVr l np constructlon Until
the .gets. Is ready to ter In operation.
If. Contractor to Verify soil conditions at sits. I( muck Is
MnIn .lend. contractor shall demuCk area and (111 to grade
In ■InI N. 98% density.
12. All areas not Dared oust be aoadad.
13. All work to be done In aocxdonoe with Nia.l -Dade Countyy and City
of Sunny 18188 PVbllc Ibrka Standard D.te116 and Spscif l cations.
14. All t11111aphic and survey Inforeatlon Is base. on Sketches of Survey
pr.pered by Fort ln, Leary, Skylea. Lend BUrvsyora,
IS. Pipe rayufr..Ito:
Frsnen drain DIDas obeli be A09 Corrugated Polyathylen. 1Parforetadl.
All other pipes ahsil be as N-1a POlyathy,... Non- Perforetad. (or
aporo..If eauell.
16. Ig"11 Ctor sMII Drorlds a Paving end Oraianyye •AS -BUILT PLANT
'evil flee by a Profs melon el Paving gland Land BurY1yM In the State
of Florida refloating all the feature" of the Starmwater By
and should include, 6xlat,11 P'v"Nt and eNdle arse yy atlas, Catch basin
rim and Inyyvert el Bratloea, irenen drain length end Dotto. elevallOn, eta.
17, e. �1NaCOMPANYC1 W131 be Z71R"4B orr apProvstlredual�acn am Pat ZUpN- FLO -TNRU
b. I .... drat.. shall be capable of conveying a .l "Imu. flow of 1,709 op.
At the last down .trod. ssetlo..
C. Contractor shall 40.1t .hop draxlnyy9 and dooU.entatlon for review and
approve pp Icr to ortlsr lny. and !hall strictly follow tns 0 ufactura'e
So. clf icatlOns and Installation Inatruct,.n..
I. Contractor to [,.tell Cf.ec E Grates Type Z- 902 -HDP, beat proof, capable
Of eupporting H -20 loading.
1& Contractor to 1Ub.lt .hop drawings for Sidewalk Inlets and piping Connection
to EngI near before prior to ordering.
IS. Contraotdl shall provide n Erosion Control Fence around the entire PMI..t.
I f tM Drol act ae Dar FDOT Stantld Index N0. f02. Eros Ion control fence
snail be Op eratlonal during the entire period of construction.
20. On -Site Stare Drainage Wall e Coyle
tl be Vs.O a .9MB of dlaypeel of
eMaterinp tlurinp onetrUCtion. Contractor is roeoonslb is Icr pHpar lnp
Oewaterinp Plans ana obtaining all -9 t4hkry pM.p b. ContraC tar shell
b. NeDOnelbl• for Oroviding settling tanks and /or any other .etho0 to
Insure tnet the Water to b. dischaerged Into the well.. :eta the Water
aoni�ii!ta� sniiT Tsai °'sa e,..11 i altelrCopletion of doxaTlrin oparatlons
oe °res onelEloU %ordre'vel opin9ttneaxsllstaoalprav tlingn(n7a aetl Onion
tns well Olecnar, pee ;d,
tM Englnser.
STORM DRAINAGE DETAILS
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Scale
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date
AUG 28, 2014
cad ref
14020 -15
RODOLFO J. VARGAS
PE a 35648
drawing
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4' ALL AROUND
L@
PLAN VIEW
N. T. S.
Li I I 1 I I I I I I F( I
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INLET FRAME AND GRATE
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TOP SLAB REINFORCING DETAIL
N. T. S.
ACCESS MANHOLE USF•663AA
BOLTED WATER TIGHT
LETTERING TO SAY 'WELL'
(TO ALIGN WITH WELL CASING)
RIM EL- _.__ (NGVD)
TOP SLAB EL - 8.00 'i F-
ml I •7 BARS @ 6' HORI
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4' BRICK COLLAR
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TOP SLAB EL - 8.00
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•7 BAR @ 5' HORIZ
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@ 12' VERT.
2 - 5 ADDITIONAL
REINFORCING BARS
(TYPICAL?
24' DIAMETER
DRAINAGE WELL
TOP EL - 2.00
�4. BOTTOM EL- (-)2.50
TYPICAL OPENING REINFORCING DETAIL
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AUG 28, 2014
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0 PROVIDE
NOTES:
1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4.000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE, CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPACITY OF 1,800 GPM AT 3.00 FEET OF HEAD (MINIMUM). IF THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
'• B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
TYPICAL SEDIMENT TANK
AND DRAINAGE WELL DETAILS
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designed R. VARGAS
drawn
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R. VARGAS
pro] no
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scale
AS SHOWN
date
AUG 28, 2014
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NOTES:
1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4.000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE.
2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60.
3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER.
4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE
FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER.
5. PRECAST OPTION IS ACCEPTABLE, CONTRACTOR MUST SUBMIT SHOP
DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO
PROJECT MANAGER FOR APPROVAL BY ENGINEER.
6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING.
7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER
INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE
CAPACITY OF 1,800 GPM AT 3.00 FEET OF HEAD (MINIMUM). IF THESE
WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST
BE NOTIFIED IMMEDIATELY.
'• B. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS
FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR
FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL
PRIOR TO ACCEPTANCE.
9. PROPOSED DRAINAGE WELLS ARE NOT INTENDED TO BE USED FOR
DEWATERING OPERATIONS DURING CONSTRUCTION.
TYPICAL SEDIMENT TANK
AND DRAINAGE WELL DETAILS
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drawn
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checked
L. SERRATE
approved
R. VARGAS
pro] no
!4020 -01
scale
AS SHOWN
date
AUG 28, 2014
cad ref
14020 -i6
RODOLFO J. VARGAS
PE • 35648
drawing
C -6
/5• HDPE�
EXIST 16' NODE OUTFALL \ \
WITH 18' FLAP GATE
IMY EL .1.50
EXIST CD9 STORM WATER
TREATMENT UNIT
EXIST TEL MHO
EXIST WA50
CONC VAULT /
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WITH 18' FLAP GATE
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EXISTING
PROPOSED
WATER MAIN
FIRE HYDRANT
T7
T/
GATE VALVE
— — #-
SAN. SEWER / MANHOLE
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DIRECTION OF FLOW
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NOTE:
ALL EXISTING AND PROPOSED WATER MAINS ALL WATER AND SEWER CROSSINGS
ARE THE PROPERTY OF THE CITY OF SHALL COMPLY WITH GS 1.5 (TYP)
NORTH MIAMI BEACH FOR CONNECTIONS TO VCP THE
ALL EXISTING AND PROPOSED SANITARY SEWERS CONTRACTOR SHALL TELEVISE THE VCP
ARE THE PROPERTY OF MIAMI -DADE COUNTY PIPE BEFORE AND AFTER INSTALLATION
WATER AND SEWER AUTHORITY
TS�' EE �,WITH
\\IST 4' GAS IN ENCASEMENT
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BELLA VISTA BAY
Scale:
SITE UTILITIES PLAN
designed R. VARGAS
drawn N. SERRATE
chocked L. SERRATE
approved R. VARGAS
prof no 14020 -01
scale 1' - 20'
date SEPT f0, 2014
cad ref 14020 -17
RODDLFO J. VARGAS
PE • 35646
drawing
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0 0 D 0
20' 10' 0' 20'
BELLA VISTA BAY
Scale:
SITE UTILITIES PLAN
designed R. VARGAS
drawn N. SERRATE
chocked L. SERRATE
approved R. VARGAS
prof no 14020 -01
scale 1' - 20'
date SEPT f0, 2014
cad ref 14020 -17
RODDLFO J. VARGAS
PE • 35646
drawing
C -/ %
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AEI IMSEXTALL 6R1P .9801P SAN no date revisl On /issue
PER MO -NASD DETAIL SS 8.2
NOT A PART
0 0 D 0
20' 10' 0' 20'
BELLA VISTA BAY
Scale:
SITE UTILITIES PLAN
designed R. VARGAS
drawn N. SERRATE
chocked L. SERRATE
approved R. VARGAS
prof no 14020 -01
scale 1' - 20'
date SEPT f0, 2014
cad ref 14020 -17
RODDLFO J. VARGAS
PE • 35646
drawing
C -/ %
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IA"7's3
500 SUNNY ISLES BOULEVARD
CITY OF SUNNY ISLES BEACH I MUNICIPAL REVIEW SUBMITTAL I SEPTEMBER 05, 2014
CHRISTOPHER CAWLEY
LANDSCAPE ARCHITECTURE LLC
Florida Landscape Architecture Business LC 26000460
780 NE 69th Street I Suite 1106 1 Miami, FL 33138
T 305.979.1585 v .chdstophercaWay.com
LAI
L -1
L -2
L -3
L -4
L -5
JDSCAPE SUBMITTAL SHEET INDEX
EXISTING TREE SURVEY + DISPOSITION CHART
OVERALL SITE MASTER PLAN 1 500 + 488 SUNNY ISLES BOULEVARD
SITE IMPROVEMENT + LANDSCAPE PLAN 1 500 SUNNY ISLES BOULEVARD
LANDSCAPE ZONING LEGEND(S), PLANT LIST, PLANTING SPECIFICATIONS
LANDSCAPE, LIGHTING + FURNISHING IMAGES
EXISTING TREE SURVEY LEGEND
OTREE or PALM TO REMAIN OR BE RELOCATED/ NOT APPLICABLE
OTREE, PALM or THICKET TO BE REMOVED
/� DRIi T-FENCEWS TOREMYO R 111EDTECTE
OPAL TREES /PAINS TO REMNN OR BE PROTECTED.
VARE MESH SECIJRELYATT —E T09' I OSTE
0 00 BB PRO Xpy L HEATHER OR MSF MFLAG -
�0 TAfEdJVARE MESHATEVERYC RMERrOETORS-
(0/pflQ� CENTER FOR VI31Bt" P RPoSES
p WB TVO, TKIENGTHIOFPROTECTtONMEAA5REWIREp.
TREE FROT ECTIONFENCES34LLLBECONSTRUCrM
PRMT0ANY00WtRU rIONACTMTYMCLUpIIW
GRUSBIW FOR KL TREES /PALMS TOREMAMOR M
RELC no..
NO ACTIVITY IXt g3TURBNICE SHOIlD O'CUR NITNIN
THE FENCED MEAS, INp.IA]Y1G VEHICLE USE,
\\1 STORAGES MATERIALS. WMP,USM,. ItW CR
IJ 'ECON -GRADE CHANGES, ORI-T ANO
MECHMIIG TRENCNINGFOR RRIGIITKNI,
ELECIRY'AL LIGFRING ETC
TREE If PALM PROTECTION DETAIL
Nis
EXISTING TREE INVENTORY & DISPOSITION CHART
NUMBER
COMMONNAME
BOTANICAL NAME
HT. %SPREAD
D.B.H.
CONDITION
ACTION
CANOPYLOSS
COMMENTS
IH
Gr. Suttamuotl TNcket
Corocarpus eracWe
H-12l 77
WA
POOR
REMOVE
OSF
NOTATREE, THICKET MIXEDw BRAZILIAN PEPPER
02
SB. Buttomvooa ThkkM
parHl.'aw— .'S akeu
* / -7!17
7
WA
POOR
REMOVE
OSF
HOT ATREE, THICKET MIXED .1 BRAZILIAN PEPPE39m.
03
fled Marg -.
Rhkz phow -Mi.
+A 19lt8
WA
GOOD
TOD
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GOOD CONDITION, ACTION TBD. SEA WALL CONFLICT
M
Mangmve SaeEl4g Path
Rhkophwa mnglo
+A 20l S'
WA
GOOD
REMAIN
OSF
GOOD CONDITION, PROPOSED BUILDING CONFLICT
TREE INVENTORY a DISPOSITION PLAN NOTES
1. EXISTING TREE, PALM, AND VEGETATION INFORMATION AS INDICATED ON THIS PLAN HAS BEEN PREPARED
AS AN OVERLAY ON THE SURVEY TITLED'ALTAIACSM LAND TITLE SURVEY' PREPARED BY FORTIN, LEAVY,
SKILES.
2. A WRITTEN TREE REMOVAL PERMIT IS REQUIRED BY MIAMI DADE COUNTY E.R.M. and THE CITY OF SUNNY
ISLES BEACH PRIOR TO REMOVING ANY TREES OR PALMS AS NOTED IN THESE LANDSCAPE PLANS.
3. EXISTING SITE CONDITIONS HAVE BEEN FIELD VERIFIED BY THE LANDSCAPE ARCHITECT. ANY
DISCREPENCIES ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE
PROCEEDING WITH ANY TREE OR PALM REMOVAL.
4. SITE HAS A LOT OF BRAZILIAN PEPPER AND INVASIVE SPECIES VEGETATION. REMOVE ALL INVASIVE SPECIES
AS PER MIAMI DADE E.R.M. GUIDELINES.
5. EXISTING RED MANGROVE #3 MAY BE IMPACTED DUE TO FUTURE SEAWALL REPAIR or CONSTRUCTION. I.SA.
CERTIFIED ARBORIST + BIOLOGIST TO BE CONSULTED DURING PERMIT PHASE.
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MASTER SITE PLAN LEGEND
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500 SUNNY ISLES: NEW HIGH RISE DE\
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500 SUNNY ISLES: ARRIVAL COURT
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500 SUNNY ISLES BAYWALK
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EXISTING DOCK STRUCTURES
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CITY OF SUNNY ISLES BEACH: FUTURE
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BREEZEWAY
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APPROVED LANDSCAPE PER PLANS Di
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ROY LANDSCAPE ARCHITECTURE
GENERAL NOTES
1. REFER TO APPROVED ARCHITECTURE PLANS BY SCHAPIRO ASSOCIATES and LANDSCAPE
PLANS by RHETT ROY LANDSCAPE ARCHITECTURE FOR APPROVED'SUNNY ISLES JEWSH
COMMUNITY' CENTER.
2. THE LANDSCAPE DESIGN SUBMITTED IN THESE PLANS FOR 500 SUNNY ISLES MEETS AND
EXCEEDS THE LANDSCAPE CODE REQUIREMENTS FOR THE CITY OF SUNNY ISLES BEACH.
REFER TO ARCHITECTURE AND ENGINEERING PLANS FOR ADDITIONAL INFORMATION.
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LANDSCAPE LEGEND - 500 SUNNY ISLES BOULEVARD
CATEGORY
REQUIRED
PROVIDED
NET LOT AREA (SF) x 28 TREES PER NET ACRE = 38,522 SF 1.83 ACRES (TOTAL LOT AREA)
NET LOT AREA (SF) x 26 TREES PER NET ACRE - 21,940 SF /.50 ACRES (TOTAL LOT AREA)
SILVER BUTTONAOODTREES
on .27 ACRES x 28= 7.58 TREES REQUIRED (UPLAND LOT AREA)
8 TREES
21 TREES
LANDSCAPE /OPEN SPACE AREA/ PERVIOUS AREA (SF)
LANDSCAPE /OPEN SPACE AREA/ PERVIOUS AREA (SF)
SPANISH STOPPERS SHRUBS
MIN PERVIOUS AREA RED: 10% =36,522 SF X.10= 3,652 SF PERVIOUS AREA REQUIRED
788E SF
TOTAL PER. AREA
3, WO SF PERVIOUS AREA PROVIDED (8 %) ON GROUND FLOOR
5.769 SF PERVIOUS AREA PROVIDED (34 %)
3,700 SF
700 SF OF OPEN SPACE PROVIDED (2 %) TO BE ON UPPER LEVEL DECK
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
4' height z 5 spread, matched
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
MIN 10 % REQUIRED = 21,960 SF X.10 = 2,960 SF REQUIRED
2,940 SF
MIN 10% REQUIRED =3,652 SF X.10 =365 SF REQUIRED
385 SF
TOTAL L.SCAPE AREA
5,769 SF
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
1,800 SF
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
80SHRUSS
+170
TOTAL SHRUBS = 10 PER REQUIRED TREE
REQUIRED
wl IN RLINE
STREET TREES =97 LF OF PROPERTY VW STREET FRONTAGE
1 TREE PER 30 LF
3 TREES
1 TREE PER 30 LF
NIA
NIA
V.U.A. LANDSCAPE PARKING ISLANDS
(1 CANOPY TREE PER ISLAND)
0ISLANDS
(1 CANOPY TREE PER ISLAND)
0 ISLANDS
NIA
BUILDING PLANTER LOCATED ADJACENT TO ENTRY STEPS +ABOVE
COVERED PARKING GARAGE
NIA
COVERED PARKING GARAGE
NIA
NIA
NATIVE PLANTING -30% OF ALL PROPOSED VEGETATION MUST BE NATIVE
30% REQUIRED
30% PROVIDED
NATIVE SHRUBS REQUIREMENT -3096OF ALL SHRUBS MUST BE NATIVE
30 % REGU[RED
> 30 % PROVIDED
NATIVE TREE REQUIREMENT-30% OF ALL TREES MUST BE NATIVE
30%REQUIRED
>30 %PROVIDED
XERISCAPE LANDSCAPE REQUIREMENT- 50 % OF INSTALLED LANDSCAPE
50 % REQUIRED
MUST BE XERISCAPE
80 %REQUIRED
>80 %PROVIDED
TOTAL TREES
BTREES
21TREES
TOTAL SHRUBS
80SHRUBS
-140SHRUSS
LANDSCAPE LEGEND - 488 SUNNY ISLES JEWISH
COMMUNITY CENTER
CATEGORY
REQUIRED
PROVIDED
NET LOT AREA (SF) x 26 TREES PER NET ACRE - 21,940 SF /.50 ACRES (TOTAL LOT AREA)
SILVER BUTTONAOODTREES
Conocarpm arect,,a keua'
or.35 ACRES x 28= 10 TREES REQUIRED (UPLAND LOT AREA)
10 TREES
10 TREES
LANDSCAPE /OPEN SPACE AREA/ PERVIOUS AREA (SF)
SPANISH STOPPERS SHRUBS
Eugenia feotlda
MIN PERVIOUS AREA RED: 10 %= 21,940 SF X.10 = 2,940 SF PERVIOUS AREA REQUIRED
PALMS
TOTAL I- SCAPE AREA
5.769 SF PERVIOUS AREA PROVIDED (34 %)
3
872 SF
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
4' height z 5 spread, matched
CN
MIN 10 % REQUIRED = 21,960 SF X.10 = 2,960 SF REQUIRED
2,940 SF
TOTAL PER. AREA
Cocas nuclkre
12 gray .d. full heads, matched, FWda Fancy
5,769 SF
LANDSCAPE, OPEN SPACE, PERVIOUS AREA (SF)
2
+ 1d0 SHRUBS
TOTAL SHRUBS= 10 PER REQUIRED TREE
140 SHRUBS
;1 PROP. LINE
STREET TREES =97 LF OF PROPERTY W/ STREET FRONTAGE
8
LADY PALMS
1 TREE PER 30 LF
3 TREES
3 TREES
V. A. LANDSCAPE PARKING ISLANDS
2
KEYS THATCH PALM
(1 CANOPY TREE PER ISLAND)
0ISLANDS
N/A
BUILDING PLANTER LOCATED ADJACENT TO ENTRY STEPS -ABOVE
NO
18
COVERED PARKING GARAGE
NIA
4 PROVIDED
NATIVE PLANTING -30% OF ALL PROPOSED VEGETATION MUST BE NATIVE
30% REQUIRED
>30 %PROVIDED
NATIVE SHRUBS REQUIREMENT -30 %OF ALL SHRUBS MUST BE NATIVE
30% REQUIRED
>30% PROVIDED
NATIVE TREE REQUIREMENT- 30 % OF ALL TREES MUST BE NATIVE
30 %REQUIRED
>30 %PROVIDE0
XERISCAPE LANDSCAPE REQUIREMENT - 50 % OF INSTALLED LANDSCAPE
Fie mlaocama
80% PROVIDED
MUST BE XERISCAPE
50 % REQUIRED
MED I HIGH RANGE
TOTAL TREES
13TREES
17TREES
TOTALSHRUBS
140SHRUSS I
+140SHRUBS
1. EXISTING 'SUNNY ISLES JEWISH COMMUNITY CENTER' LANDSCAPE LEGEND PROVIDED FOR CLARITY PURPOSES. REFER TO LANDSCAPE
PLANS PREPARED BY RHETT ROY LANDSCAPE ARCHITECTURE DATED 08.01.12 FOR ADDITIONAL INFORMATION.
LANDSCAPE NOTES
1. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO. 1 OR BETTER.
2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF, AVOID, AND PROTECT ALL UTILITY LINES, BURIED CABLES, AND OTHER UTILITIES
3. ALL PLANTING SOIL SHALL BE 50:50 TOPSOIL +SAND MIX, FREE OF CLAY, STONES, ROCKS, OR OTHER FOREIGN MATTER. THIS SPECIFICATION
INCLUDES ALL BACKFILL FOR BERMS + POOL DECK PLANTER AREAS.
4. CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR AND LEAVE PROVISIONS FOR ALL SLEEVING AND PIPE ROUTING. ALL
UNDERGROUND UTILITIES TO BE LOCATED BY DIALING 811 AS REQUIRED BY LAW.
5. ALL PLANTING BEDS SHALL BE MULCHED TO A DEPTH OF 2 WITH A SMALL GRAY GRANITE AGGREGATE FREE FROM WEEDS AND PESTS. NO
'CYPRESS MULCH' OR RED DYED MULCH' TO BE ACCEPTED. KEEP MULCH 3"AWAY FROM TREE OR PALM TRUNKS AS PER INDUSTRY STANDARDS.
6. SOD SHALL BE'EMPIRE TURF' ZOYSIA GRASS IN ALL LAWN AREAS AS SHOWN ON THE PLANS. SOD SHALL BE STRONGLY ROOTED, FREE FROM
WEED, FUNGUS. INSECTS AND DISEASE. CONTRACTOR SHALL $OD ALL AREAS AS INDICATED ON THE PLANS OR AS DIRECTED. PAYMENT SHALL SE
DETERMINED BY THE TOTAL MEASURED SODDED AREAS X THE UNIT PRICE SUBMITTED AND FIELD VERIFIED. SOD SHALL CARRY A5 -MONTH
WARRANTY.
T ALL TREES, PALMS, SHRUBS AND GROUNDCOVERS, AND SOD/ LAWN SHALL CARRY A ONE -YEAR WARRANTY FROM THE DATE OF FINAL
ACCEPTANCE.
" ALL TREES AND PALMS SHALL BE STAKED PER ACCEPTED STANDARDS BY THE FLORIDA NURSERYMEN & GROWERS LANDSCAPE ASSOCIATION
(FNGLA) AND ANSI AJ00 (PART 6 }2012 TREE, SHRUB, AND OTHER WOODY PLANT MANAGEMENT STANDARD PRACTICES (PLANTING AND
TRANSPLANTING). CONTRACTOR SHALL ENSURE THAT THE PLANS, DETAILS, SPECIFICATIONS AND NOTES HAVE BEEN ADHERED TO AND THAT THE
LANDSCAPE AND IRRIGATION INSTALLATION IS COMPLIANT TO ALL ITEMS AS DIRECTED ON THE PLANS PRIOR TO SCHEDULING OF THE FINAL
INSPECTION.
9. CONTRACTOR SHALL REMOVE ALL STAKES, POLES. WELLINGTON TAPE AND OR BRACING MATERIALS FROM ALL PALMS, TREES AND SHRUBS
WITHIN 1 YEAR OF INSTALLATION.
10. THE PLANT LIST IS INTENDED ONLY AS AN AID TO BIDDING. ANY DISCREPANCIES FOUND BETWEEN THE QUANTITIES ON THE PLAN AND PLANT
LIST, THE QUANTITIES ON THE PLAN SHALL BE HELD VALID.
11. IRRIGATION SHALL PROVIDE FOR A 100% COVERAGE WITH 50% OVERLAP MINIMUM AND BE PROVIDED BY A FULLY AUTOMATIC IRRIGATION
SYSTEM W/ IN MOISTURE SENSOR ATTACHED TO CONTROLLER. ALL FLORIDA BUILDING CODE APPENDIX "F' IRRIGATION REQUIREMENTS SHALL BE
STRICTLY ADHERED TO FOR INSTALLATION AND PREVAILING WATER MANAGEMENT DISTRICT RESTRICTIONS AND REGULATIONS SHALL BE IN
COMPLIANCE FOR POST - INSTALLATION WATERING SCHEDULES.
PLANTLIST - 500 SUNNY ISLES BOULEVARD
KEY NATNE QTY. COMMON NAME BOTANICAL NAME HEIGHT, SPECIFICATION, & NOTES
TREES
CS
VES
1
SILVER BUTTONAOODTREES
Conocarpm arect,,a keua'
14' Might rnk n ., 6 o.t., standard roan, m toned, b ba selected and eppro d
EF
YES
20
SPANISH STOPPERS SHRUBS
Eugenia feotlda
1T h,gN, sandarac MB to base, apace as indicated to oast. r _ panting area
PALMS
CYR
NO
3
qNG SAGO
Cyces —clUle
4' height z 5 spread, matched
CN
NO
2
COCONUT PALMS
Cocas nuclkre
12 gray .d. full heads, matched, FWda Fancy
LL
NO
2
IATAN PALM
Laknla bMaroldea
8greyvgad. Mlhseda, mached, FbrWa Fancy
RE
NO
8
LADY PALMS
Rhaphk excelaa
5 -6 wereX helgN, fWl heads, matched,
TM
YES
2
KEYS THATCH PALM
Thninax moman
6 - 16...11 mNN, PA head., matched, Fledda Fancy
SHRUBS
ELD
NO
18
JAPANESE BLUEBERRY SHRUBS
Ekocupm dklepam
9height,W. space as indicated to crest, uNbrm pla M'ug area
EUF
YES
30
SPANISH STOPPERS SHRUBS
Eugenia teogda
Nheight, W. apace as lrMlceled to create uNbrm planting area
FGI
NO
100
FICUS GREEN ISLAND
Fie mlaocama
24' Wight. run, space as InG ted to create urih m planting area
PLU
NO
25
BLUE PLUMBAGO
PkmWgo Awicu ate
2P haipN, fuP, cpaw as IMleale0lo seek urifirm planting area
GROUNDCOJERS +VINES
ALO
NO
28
ODATA BROMELIAD
Alcankma orodata
3 gallon, 24' heliM, 24'spread, 3B' o.o epaaiN
RIP
NO
45
CREEPING FIG
Flan pum0a
3ga11cn, 24" height, 24" spread, 3T o.o spacing
JUN
NO
47
SHORE JUNIPER
Jtmip. us coNam'BWe PWW
12'. 12'. NL apace as ..—,y b areal. a u jbnm Planting arse
UR
NO
IOD
URIOPE' BIG BLUE'
LMopa —H 'Big SW
12- x t7, U, space as necessary b creek a uNbrm Planning area
MIN
NO
IOD
JASMINE MINIMA
Trecheleap. saladom'Minim'
l gal. e' x 12" rvnmre,"1, 18 o., spacing
NER
NO
12
GIANT APOSTLE IRIS
Naomerka regema
3gal, 24" x 24', full. 24 o.c spacing
OPJ
NO
300
MONDDGRASS
Ophiopogon)aporneua
e' z e', full. apace ss mcessery k create a untform pantug am
TRD
YES
20
FAKARATCHEE GRASS
T�ipsxum m,lybMea
3pa1, 30"x 36', spacing
SOD, AGGRE GATE, & MULCH
SOD
'EMPIRE TURF ZOYSIA GRASS -OVER 2' TOPSOIL BED, SEE PLANTING SPECS,
MLC
ECOMPC6ED GRANITE OVER FILTER FABRIC OR SHREDDED ORGANIC MULCH (NO CYPRESS). TO BE DETERMINED
DOA
3R'DECOMPOSE DGRANITE AGGREGATE OR STONE TO BE SELECTED, INSTALLEDOVER FILTER FABRIC AND WEED BARRIER MATERIAL /OUMAR
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