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PARK AVE PLAZA

201 N.E. 44TH STREET

OAKLAND PARK, FLORIDA

FOLIO #: 494215-03-4440

SHEET SCHEDULE

SHEET DESCRIPTION

CV COVER SHEET

SP-1 SITE PLANS

SP-2 SITE DETAILS

A-1.1 FLOOR PLAN

A-2.1BUILDING ELEVATIONS

DRC DOCUMENT SET

A-3.1ROOF PLAN

SURVEY PROPERTY SURVEY

PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

/

/

/

REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001

P.E. 38553ABE BORUJERDI, P.E.

APPROVED SEAL/SIGNATUREPHONE: (954) 739-5099

Miami: 305.681.5563

Palm Beach: 561.243.3939

1842 East Oakland Park Blvd.

AMERICAN

Certificate of Authorization # 4732

Fort Lauderdale, Florida 33306

Fort Lauderdale: 954.739.5099

BUILDINGENGINEERS

2018 THESE PLANS AND THE INFORMATION

SHOWN HEREIN ARE THE PROPERTY OF A.B.E.

INC., ANY REPRODUCTION, DISCLOSURES OR

USE THERE OF IN WHOLE OR PART IS

EXPRESSLY PROHIBITED WITHOUT WRITTEN

PERMISSION

L-1

LANDSCAPE PLANS

PH-1PHOTOMETRIC PLAN

IR-1IRRIGATION PLAN

IR-2 IRRIGATION LEGEND, NOTES, AND DETAILS

C-1

C-2

DRAINAGE PLAN

PAVING AND DRAINAGE / DETAILS

GENERAL NOTES:

1. THE PROPOSED WORK HAS BEEN DESIGNED IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES AND

REGULATIONS HAVING JURISDICTION. IF ANY DISCREPANCIES EXIST

BETWEEN THE PLANS/SPECIFICATIONS PREPARED BY THE DESIGNER

AND THE CITY CODE AND/ OF THE CITY STANDARD DETAILS, THE LATER

SHALL GOVERN OR THE MOST STRINGENT.

2. ALL VEGETATION, MUCK, AND ANY DELETERIOUS MATERIAL WITHIN THE

ROW LIMITS OF ALL STREETS AND ALLEYS AND REQUIRED OFF-STREET

PARKING AREAS MUST BE REMOVED AND REPLACED WITH CLEAN FILL

MATERIAL, FREE OF STUMPS, LARGE ROOTS OR OTHER MATTER NOT

SUITABLE FOR INCLUSION IN ROADWAY FILL.

3. ALL APPLICABLE FEDERAL, STATE, COUNTY, DRAINAGE DISTRICT AND

CITY PERMITS FOR CONSTRUCTION OF PAVING, GRADING, DRAINAGE,

WATER, AND SANITARY SEWER SHALL BE OBTAINED PRIOR TO

CONSTRUCTION.

4. OWNERSHIP AND MAINTENANCE OF SANITARY SYSTEM BY THE CITY IS

LIMITED TO THE MAINS FROM MANHOLE TO MANHOLE AND EXPRESSLY

EXCLUDES SEWER LATERAL SERVICES. THE SEWER LATERAL SERVICE

FROM GRAVITY MAIN INTO THE BUILDING IS TO BE MAINTAINED BY THE

PROPERTY OWNER.

5. THE FINISH SURFACE OF BASE COURSE AND THAT OF THE WEARING

SURFACE SHALL NOT VARY MORE THAN 0.04 FOOT FROM THE APPROVED

GRADING PLAN (TEMPLATE) AND ALL AREAS SHALL BE GRADED TO

DRAIN. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE

CORRECTED.

6. THE ASPHALT SURFACE COURSE SHALL NOT BE PLACES UNTIL AS-BUILT

DRAWING OF THE LIMEROCK BASE HAVE BEEN SUBMITTED AND

APPROVED BY THE EOR AND THE CITY ENGINEER OR DESIGNEE.

PARK AVE PLAZA

BUILDING NARRATIVE

The PARK AVE PLAZA IS A 1-STORY COMMERCIAL BUILDING LOCATED

AT 201 NE 44TH STREET, OAKLAND PARK, FLORIDA 33334.

THE DESIGN UTILIZES THE LONG FRONTAGE ALONG PROSPECT ROAD

TO GENERATE HIGH VISIBILITY. LARGE WINDOWS AND CLEAN

CONTEMPORARY DESIGN WILL ACCOMMODATE ONE (1) RETAIL SPACE

AND ONE (1) SHOWROOM TO BE USED BY FUTURE TENANTS.

BEAUTIFUL LANDSCAPING ARE PROVIDED AT THE FRONT, BACK AND

SIDE AREAS WITH A SAFE AND COMFORTABLE ENVIRONMENT,

WHETHER THEY ARRIVE BY CAR OR FOOT.

THE BUILDING'S SECURITY IS PROVIDED BY APPROPRIATE LOCKING

DEVICES, ADEQUATE LIGHTING AND TOTAL SITE VISIBILITY. A

BUILDING TRASH DUMPSTER HAS BEEN PROPOSED AT THE

NORTH-EAST OF THE PROPERTY. TENANT SIGNS WILL BE PROVIDED

ON THE FACADE ALONG BOTH PROSPECT ROAD AND 2ND AVENUE.

THE “PARK AVE PLAZA” WILL BE A PROMINENT AND AESTHETICALLY

PLEASING COMMERCIAL SPACE ALONG PROSPECT ROAD.

PARK AVE PLAZA

NEIGHBORHOOD COMPATIBILITY

1. THE USES: LIGHT WILL NOT PRODUCE ODORS OR EMISSIONS. THE

USES WILL NOT GENERATE UNUSUALLY HIGH NOISE LEVELS.

2. LIGHTING: SITE LIGHTING HAS BEEN DEVELOPED FOR AN ON-SITE

LIFE SAFETY, YET WITHOUT SPELL OVER TO THE ADJACENT

PROPERTIES.

3. THE AESTHETICS INCORPORATE A RESIDENTIAL SCALE.

ARCHITECTURAL DETAILS INCLUDE DECORATIVE COLUMNS WITH

SHADING DEVICES, INTERESTING MASSING AND COLORS,

TEXTURES AND DETAIL DESIGNED IN THE FRONT AND BACK

ELEVATIONS. THE EQUIPMENT IS SCREENED FROM VIEW. THE

TRASH FACILITY IS PLACED SO CAN'T SEE IT FROM THE

RESIDENTIAL ZONED PROPERTIES.

4. SET-BACKS AND BUFFER YARDS HAVE BEEN DEVELOPED IN

ACCORDANCE WITH THE ORDINANCES OF THE CITY OF OAKLAND

PARK.

PARK AVE PLAZA

ADEQUACY REQUIREMENTS

1. THIS SMALL STRUCTURE WILL NOT INTERFERE WITH THE CITY'S

COMMUNICATION NETWORK.

2. ADEQUATE STORM WATER ENGINEERING HAS BEEN PROVIDED.

3. THE PROPERTY DOES NOT CONTAIN ANY ENVIRONMENTALLY

SENSITIVE LANDS.

4. THE BUILDING WILL BE PROVIDED WITH SPRINKLER SYSTEM AND

FIRE EXTINGUISHERS.

5. CRIME PROTECTION CONSIDERATIONS HAVE BEEN INCORPORATED

IN THE SITE AND BUILDING PLANNING. THE ENTIRE SITE WILL BE

LIGHTED DURING THE EVENING HOURS. THE BUILDING DOES NOT

HAVE HIDDEN DARK AREAS; THERE IS FULL VISIBILITY TO ALL

AREAS OF THE SITE. THE BUILDING WILL BE FULLY SECURED FROM

THE EXTERIOR.

6. PORTABLE WATER AND SANITARY SEWER SERVICES ARE AVAILABLE

FROM THE CITY OF OAKLAND PARK.

7. SOLID WASTE CONTAINMENT AREA, "DUMPSTER" HAS BEEN

PROVIDED.

8. THIS SMALL BUILDING WILL NOT CREATE EXCESSIVE ROAD IMPACT

ON PROSPECT ROAD.

AMERICAN BUILDING ENGINEERSARCHITECTURE - ENGINEERING - INTERIOR DESIGN - GENERAL CONTRACTOR

LICENSES # AA26003224, #PE38553, # IB26001734, CGC #044407

1842 E. OAKLAND PARK BLVD. - FORT LAUDERDALE, FL - 33306

(305) 681-5563 FAX (954) 739-5153

Email: [email protected]

www.abeincusa.com

A-4.1WALL SECTIONS

SP-3 SITE PICTURES

SP-4 RENDERINGS

C-3 STAGING PLAN

C-4 UTILITY PLAN

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PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

/

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REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001



Miami: 305.681.5563

Palm Beach: 561.243.3939


AMERICAN




BUILDINGENGINEERS






PERMISSION

L5

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111.00'

71.80'

LOT 44

BLOCK 9

VACANT

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Business

District 2

ASPHALT ROADWAY

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135°17'40"(C)

R=25.00'

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LOT 1

BLOCK 9

Residential R-1C District

(Two Story)

3' DIAMETER

POWER POLE

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FOUND 5/8"

IRON ROD

& CAP NO I.D.

6' WOOD

FENCE

FENCE

CORNER

2.99'-N

10.55'-E

CATCH

BASIN

TRAFFIC SIGN

FIRE HYDRANT

5' EXISTING CONC. WALK

2' EXISTING CONC. GUTTER

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LB 3635

SET NAIL

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LB 3635

IRRIGATION

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100.00'

N.E. 44th STREET

WEST BOUND LANES

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LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

RETAIL #1

1438 SQ/FT

FINISH FLOOR ELEV, 7.8' NAVD

(CEILING HEIGHT +/-16'-0")

SHOWROOM #2

1637 SQ/FT



PRIVACY

WALL 8'-0"

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111'-1"

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31'-8"

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SETBACK

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20'-O"

TWO WAYS

ASPHALT

DRIVEWAY

HANDICAP RAMPS W/

DETECTABLE

WARNING SURFACES

GROUND SIGNS CANNOT

EXCEED 5FT IN HEIGHT.

SIGN BY A SEPARATE

PERMIT

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UTILITY

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GROUND SIGNS CANNOT


SIGN BY A SEPARATE

PERMIT

PRIVACY

WALL 8'-0"

10'-0"

DISTANCE FROM

ADJACENT DRIVEWAY

50'-0"

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EXISTING

SEWER

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HANDICAP

SIGN

11'-4"

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10'-4"

10'-4"

10'-0"

10'-0"

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18'-0"

W-1.1

C.R#2

C.R#1

SP-1

SITE STATISTICS:

SET BACKS REQUIRED: SET BACKS PROVIDED:

BUILDING:

PARKING:

HEIGHT OF BUILDING:

EXISTING: PROPOSED:

FOLIO #: 494215-03-4440

201 N.E. 44th ST

COMMERCIAL ZONING B-2 COMMERCIAL ZONING B-2

10'-0" FRONT 10'-0" FRONT

10'-0" CORNER VARIES CORNER (SEE SITE PLAN)

15'-0" AT REAR 58'-4" AT REAR

0'-0" SIDE 15'-0" SIDE (EAST)

SITE: 11,397 SF .26 ACRES

BUILDING COVERAGE: 3,107 SF 27.26%

SIDEWALKS: 612 SF 5.36%

VEHICULAR: 4,020 SF 35.28%

DUMPSTER ENCLOSURE: 113 SF 1.10%

LANDSCAPING: 3,540 SF 31.00%

TOTAL 11,397 SF 100.0%

LANDSCAPE

PERVIOUS AREA 3,540 SF 31.0%

IMPERVIOUS AREA 7,857 SF 69.0%

RETAIL SPACE 1,438 SF

SHOWROOM SPACE 1,637 SF

VEHICULAR USE AREA IN SF. = 4,020 SF 35.28%

OPEN SPACE IN SF.

LANDSCAPE = 3,540 SF 31.0%

SIDEWALKS = 612 SF 5.36%

RETAIL SPACE 1,438/300 = 4.79 PARKING REQUIRED

SHOWROOM SPACE 1,637/800 = 2.04 PARKING REQUIRED

6.83 PARKING REQUIRED

PARKING PROVIDED: 7 SPACES PROVIDED: 6 STANDARD 1 HANDICAPPED

TO TOP OF ROOF 19'-0" FT

ALL MECHANICAL EQUIPMENT SHALL BE FULLY HIDDEN FROM STREET

SIT

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CURRENT USE

SCALE: NTS

L5 LOW DENSITY RESIDENTIAL (UP TO 5DU/AC)

C COMMERCIAL

LAND USE DESIGNATION

PROJECT

LOCATION

B-1 COMMUNITY BUSINESS

B-2 GENERAL BUSINESS

R-1C ONE FAMILY DETACHED DWELLING

I-1 LIGHT INDUSTRIAL

PROJECT

LOCATION

PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

/

/

/

REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001



Miami: 305.681.5563

Palm Beach: 561.243.3939


AMERICAN




BUILDINGENGINEERS






PERMISSION

SCALE: NTS

SITE PLAN

SCALE: 1/8" = 1'-0"

1

SP-1

N

EXISTING CURB CUTS:

ALL CURB CUTS NOT UTILIZED TO ACCESS SITE OR

NOT MEETING CODE SHALL BE PROPERLY REMOVED

AND ACCESS ARE RESTORED TO SAME CONDITION

AS THE ADJACENT RIGHT-OF-WAY ABUTTING THE

PROPERTY § 24-83 (A)(1)(J)

COLOR OF BUILDING

LOCK BOX

AC EQUIPMENT

CODE INFO:

LEGAL DESCRIPTION

BUILDING CODE:

FLORIDA BUILDING CODE, CITY OF OAKLAND PARK, AND FEMA FLOOD PLAIN

MANAGEMENT REQUIREMENTS.

ALSO APPROVED BY BROWARD COUNTY ENVIRONMENTAL DIVISION & SURFACE

WATER MANAGEMENT

LOTS 45 AND 46, BLOCK 9, NORTH ANDREWS GAARDENS 2ND ADDITION, ACCORDING TO THE PLAT

THEREOF, AS RECORDED IN PLAT BOOK 31, AT PAGE 39, OF THE PUBLIC RECORDS OF BROWARD

COUNTY, FLORIDA.

FLORIDA BUILDING CODE 2017 (6TH EDITION) WITH ALL AMENDMENTS AND ASCE 7-10.

OCCUPANCY GROUP : "I-1" LIGHT INDUSTRIAL

CONSTRUCTION TYPE : UNSPRINKLERED

AS PER NFPA 1 18.2.2.5.4

KNOX-BOX 3200 SERIES

LIFT OFF DOOR MODEL

WHITE OC-67 (ICE MIST) GRAY 1607

(ENGLEWOOD CLIFFS) ALL PAINT BENJAMIN

MOORE

ALL A/C EQUIPMENT IS LOCATED ON THE ROOF

DECK AND SURROUNDED BY 5'-0" HIGH

PARAPET WALL

WATER SEWER PROVIDER:

CITY OF OAKLAND PARK WATER AND WASTE

WATER SERVICES

TOWING AGREEMENT:

TOWING CONTRACT TO COMPLY WITH HOURS

OF OPERATION OF PARKING LOT FROM 7:00 AM

TO 3:00 AM OF § 24-49 (C)

PAVEMENT MARKINGS:

ALL DIRECTIONAL AND TRAFFIC CONTROL

PAVEMENT MARKINGS SHALL BE

THERMOPLASTIC AS PER CITY STANDARDS

NOTES:

· PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE

SLOPES NOT EXCEEDING 1:48.

· THE MAXIMUM SLOPE OF RAMP SHALL BE 1:12.

· CURB RAMP SHALL HAVE FLARED SIDES WITH A SLOPE NOT EXCEDING A

RATION OF 1:12

OTHER APPLICABLE CODES:

A. 2017 FLORIDA BUILDING CODE (6TH EDITION)

B. 2017 FLORIDA PLUMBING CODE (6th EDITION)

C. 2017 FLORIDA MECHANICAL CODE (6th EDITION)

D. 2017 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES

(6th EDITION)

E. 2017 NFPA 70 NATIONAL ELECTRIC CODE (6th EDITION)

F. FLORIDA STATE ENERGY CODE

G. 2017 FLORIDA STATE ACCESSIBILITY CODE FOR BUILDING CONST.

(6th EDITION)

H. 2018 NFPA 101 LIFE SAFETY CODE AND ADOPTED STANDARDS

I. 2017 FFPC NATIONAL FIRE PREVENTION CODE

(6TH EDITION)

K. 2018 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION

ANALYSIS

BUILDING OCCUPANCY : COMMERCIAL GROUPE : B CONSTRUCTION TYPE VB

RETAIL # 1 1,438 S.F

SHOWROOM # 2 1,637 S.F

TOTAL 3,075 S.F

Occupant Load Per Floor

1ST FLOOR

RETAIL#1 SHOWROOM #2

1438/300 =4.79 1637/800 =2.04

Ref : 2017 FBC 6th Ed.Table 1004.2 / Commercial P.369

TOTAL 6.83

Live Loads Foors......................... 60 PSI

Live Loads Elsewhere....................... 40 PSI

Dead Super Imposed Load @ Balconies......60 PSI

Dead Super Imposed Elsewhere..................60 PSI

FLOOD ELEVATION

THE SITE IS LOCATED IN FLOOD ZONE "X"(2%), MAP/PANEL 12011C - 0367- H

: N/A

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

S

ROOF

OVERHANG

(TYP)

RETAIL #1

1438 SQ/FT



SHOWROOM #2

1637 SQ/FT

FINISH FLOOR ELEV, 7.8'


52'-4" 55'-0"

30'-4"

B

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A-4.1

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WATERPROOFING NOTES:

1. ALL EXTERIOR DECKS SLOPES SHALL BE MAINTAINED BETWEEN 1/8"

AND 1/4" PER FOOT.

2. ALL STRUCTURAL CRACKS TO BE ROUTED OUT AND SEALED W/

PRESSURE INJECTED EPOXY OR ELASTOMETRIC SEALANTS.

3. PROVIDE THEROSEAL CEMENTITIOUS WATERPROOFING AT ALL

BALCONY AND EYEBROW SLAB TO WALL TRANSITIONS.

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1. SHELL BUILDING ONLY INCLUDING SITE DEVELOPMENT, LANDSCAPING, DOOR AND

WINDOWS, EXTERIOR LIGHTING.

(ALL INTERIOR WALLS INCLUDING INSULATION, FURRING, DRYWALL, SLAB, LIGHTING.

WILL BE DEVELOPED UNDER SEPARATE INTERIOR IMPROVEMENT PERMITS)

2. REQUIREMENTS WITH INTERIOR IMPROVEMENT PERMITS ARE: INSULATION R-5 EXT.

WALLS COMPOSITE STRUCTURE FOR DECK ABOVE R-21.

PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

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/

REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001



Miami: 305.681.5563

Palm Beach: 561.243.3939


AMERICAN




BUILDINGENGINEERS






PERMISSION

FIRST FLOOR PLAN

SCALE: 3/16" = 1'-0"

1

A-1.1

FIRE EXTINGUISER NOTE.

1. FINAL LOCATION OF ALL FIRE EXTINGUISHERS TO BE CONFIRMED IN STORE DURING

WALK-THRU W/ LOCAL FIRE MARSHALL

2. CONTRACTOR SHALL INSTALL FIRE EXTINGUISHER -LARSEN MP-5 U.L. DESIGN 2A-10BC

WITH WALL BRACKET (WHITE COLOR). MOUNT IN COMPLIAQNCE WITH F.B.C.-N.F.P.A. 101

AND F.F.P.C. REQUIREMENTS. INCLUDING SIGNAGE DESIGNATION AT ALL FIRE

EXTINGUISHER LOCATIONS.

3. FIRE EXTINGUISHER REQUIREMENTS:

2-A FIRE EXTINGUISHER SHALL BE INSTALLED EVERY 2,500 SF. TAGGED AND WALL

MOUNTED IN BRACKETS AT 45" A.F.F.

PARTITION LEGEND

8" CMU WALLS PROVIDE NEW FILLED CELLS. SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

WIND DESIGN DATA

UNLIMITED WIND SPEED: 180 MPH

NORMAL WIND SPEED: 132 MPH

RISK CATEGORY:

ENCLOSURE CLASSIFICATION: ENCLOSED

INTERNAL PRESSURE: 0.18 +/-

COMPONENTS CLADDING DESIGN PRESSURES:

THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THE ABOVE COMPONENT AND

CLADDING DESIGN PROCESS.

ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND-BORNE DEBRIS AS PER

FBC 1609.1.2.

PROVIDE ADDRESS NUMERALS AT LEAST 10" HIGH AT FRONT AND AT LEAST 3" HIGH AT REAR

DOOR AS PER 24-145(A)(3)(B)

ADDRESS NUMERAL

FIRE EXTINGUISHER NOTE

ALL FUTURE TENANT IMPROVEMENTS SHALL OCCUR UNDER

FUTURE SEPARATE PERMITS

INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS 'A'

OR CLASS 'B' (AS PER NFPA 101-2000 SEC. 36.3.3)

PROJECT NOTES

THIS CENTER WILL HAVE A VIDEO CAMERA SURVEILLANCE

SYSTEM TO ENHANCE THE SERVICES AND FUNCTIONS OF THE

CENTER.

A-B = 28'-4"

NOTES

MARK TYPE

DOOR

lWIDTH/ HEIGHT

MATERIALS

SHUTTERS

REQUIRED Y/N

COMMENTS

N IMPACT

FRENCH DOOR6'-0"x10'-0"

D-1

EXTERIOR DOOR SCHEDULE

ALUMINUM / GLASS

NOTES:

1. ALL EXTERIOR DOORS TO HAVE PRODUCT CONTROL APPROVAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL ON ALL SPECIAL

ITEMS, WINDOWS, DOORS, GLASS SAMPLES, ETC.

2. ALL FIRE RATED DOORS SHALL HAVE FIRE RATED HARDWARE (TYP) REFER TO INTERIOR DOOR SCHEDULE FOR LOCATIONS.

3. ALL GLASS DOORS SHALL BE TEMPERED.

4. ALL FIRE RATED DOORS ASSEMBLY TO HAVE LABELS FROM MANUFACTURES BEFORE FIELD INSTALLATION.

5. ALL FIRE RATED DOORS TO HAVE CLOSERS AND AN ACTIVE LATCH BOLT THAT WILL SECURE DOOR WHEN CLOSED TO COMPLY WITH FBC.

6. DOOR AND TRIM IN ALL DWELLING UNIT A/C CLOSETS TO BE PAINTED WITH INTUMESCENT FIRE RETARDANT CLASS "A" PAINT ON THE SIDE FACING THE A/C

CLOSET. PREPARATION AND APPLICATION TO BE EXECUTED PER MANUFACTURE'S SPECIFICATION SO AS TO ACHIEVE A FLAME SPREAD INDEX OF NOT MORE THAN

25 AND A FLAME SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50.

7. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AND EMERGENCY WHEN LOOKED.

8. AS PER NFPA 101 7-2.1.5.1 COMPLIANCE STATEMENT:

"DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOOKS, IF PROVIDED, SHALL NOT

REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE,OR EFFORT FOR OPERATION.

9. INTERIOR DOORS TO BE UNDERCUT 1"

10. CONTRACTOR TO VERIFY AND COORD. ALL MASONRY AND ROUGH OPENINGS WITH NOA'S AND FIELD VERIFY PRIOR TO FABRICATION.

11. ANY QUESTIONS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO FABRICATION.

NOTE:

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL ON ALL SPECIALTY ITEMS, WINDOWS, DOORS, GLASS SAMPLES ETC.

REMARKS

MARK TYPE

WINDOW

WIDTH/

HEIGHT

MATERIALS FINISH

SHUTTERS

REQUIRED

Y/N

COMMENTS

N

N

IMPACT GLASS

W-1

N

IMPACT GLASS

N

W-4

WINDOW SCHEDULE

6'-0"x8'-0"

6'-0"x3'-0"

W-3

W-1.1

ANODIZED

IMPACT GLASS

N

W-4.1

STOREFRONT AL.

AL.

AL.

AL.

AL.

6'-4"x3'-0"

10'-0"x8'-0"

NOTES:

1. WINDOWS TO BE 9/16" GLASS TINTED LAMINATED IMPACT RESISTANCE ON CLEAR ANODIZED ALUMINUM FRAME.

2. CONTRACTOR IS RESPONSIBLE TO OBTAIN AND SUBMIT TO ENGINEER ALL PRODUCT CONTROL APPROVAL AND/OR TESTING REQUIRED TO COMPLY WITH

2014 5TH ED. FBC, AND ANY LOCAL ORDINANCES, AND/OR REQUIREMENTS BY THE LOCAL AUTHORITY HAVING JURISDICTION.

3. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER WHO DESIGNED THE SYSTEM.

4. CONTRACTOR TO VERIFY AND COORDINATE ALL MASONRY AND ROUGH OPENINGS WITH NOA'S AND FIELD VERIFY PRIOR TO FABRICATION.

5. GLAZING CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL REINFORCEMENT REQUIRED FOR HIS SYSTEM TO CONFORM WITH 2017 6TH ED.

FLORIDA BUILDING CODE.

6. WINDOWS AND EXTERIOR NOTES UNDER SEPARATE PERMIT.

7. ANY QUESTIONS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO FABRICATION.

10'-0"x3'-0"

N

W-5 IMPACT GLASS

AL.

N

W-5.1 IMPACT GLASS

AL.

N

IMPACT GLASS2'-0"x3'-0"

W-2.1 AL.

STOREFRONT

STOREFRONT

STOREFRONT

3'-0"x8'-0"

3'-0"x3'-0"

IMPACT GLASS

ANODIZED

ANODIZED

ANODIZED

ANODIZED

ANODIZED

ANODIZED

ANODIZED

N

IMPACT GLASS2'-0"x10'-0"

W-2 AL.STOREFRONT ANODIZED

IMPACT GLASS

STOREFRONT

STOREFRONT

STOREFRONT

STOREFRONT

TRAVEL ENTRANCE DOORS DISTANCE

ELEV: +/- 0'-0"

FINISHED FLOOR

ELEV: +/- 13'-0"

T.O. STORE FRONT

ELEV: +/- 16'-0"

B.O. ROOF

ELEV: +/- 19'-0"

T.O. PARAPET WALL

13'-0"

3'-0"

3'-0"

1'-6"

SIGN SIGN

PROPOSED SIGN

LOCATION BY

SEPARATE

PERMIT (TYP)

PROPOSED SIGN

LOCATION BY

SEPARATE

PERMIT (TYP)

RETAIL BAY

ADDRESS ID

(TYP)

RETAIL BAY

ADDRESS ID

(TYP)

1 1 1 1

PROPOSED LIGHT

FIXTURE (TYP)

1 1 1

3 3

22 2 2 2 2

8'-0"

2'-0"

3'-0"

10'-0"

8'-0"

2'-0"

3'-0"

6'-0"

4

4

4

13'-0"

3'-0"

3'-0"

ELEV: +/- 0'-0"

FINISHED FLOOR

ELEV: +/- 13'-0"

T.O. STORE FRONT

ELEV: +/- 16'-0"

B.O. ROOF

ELEV: +/- 19'-0"

T.O. PARAPET WALL

1'-8"

1

RETAIL BAY

ADDRESS ID

(TYP)

PROPOSED SIGN

LOCATION BY

SEPARATE

PERMIT (TYP)

SIGN

SIGN

RETAIL BAY

ADDRESS ID

(TYP)

PROPOSED SIGN

LOCATION BY

SEPARATE

PERMIT (TYP)

11

PROPOSED LIGHT

FIXTURE (TYP)

1 11

2 2 2222

3 3

8'-0"

2'-0"

3'-0"

10'-0"

8'-0"

2'-0"

3'-0"

6'-0"

4

4

4

13'-0"

3'-0"

3'-0"

ELEV: +/- 0'-0"

FINISHED FLOOR

ELEV: +/- 13'-0"

T.O. STORE FRONT

ELEV: +/- 16'-0"

B.O. ROOF

ELEV: +/- 19'-0"

T.O. PARAPET WALL

1'-6"

13'-0"

3'-0"

3'-0"

ELEV: +/- 0'-0"

FINISHED FLOOR

ELEV: +/- 13'-0"

T.O. STORE FRONT

ELEV: +/- 16'-0"

B.O. ROOF

ELEV: +/- 19'-0"

T.O. PARAPET WALL

1'-6"

PROPOSED LIGHT

FIXTURE (TYP)

PROPOSED LIGHT

FIXTURE (TYP)

11

1 1

2 2

2 222

10'-0"

3'-0"

3'-0"

6'-0"

SO

UT

H E

LE

VA

TIO

N

A-2.1

FRONT/SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

1

A-2.1

BACK/NORTH ELEVATION

SCALE: 1/4" = 1'-0"

2

A-2.1

LEFT/WEST ELEVATION

SCALE: 1/4" = 1'-0"

3

A-2.1

RIGHT/EAST ELEVATION

SCALE: 1/4" = 1'-0"

4

A-2.1

EXTERIOR FINISH SCHEDULE

MARK

ITEM

MATERIAL

COLOR

1

SMOOTH STUCCO WHITE

2

3

STOREFRONT GLASS & ALUMINUM ANODIZED FRAME

DOOR GLASS & ALUMINUM

EXTERIOR FINISH SCHEDULE

PROVIDE ADDRESS NUMERALS AT LEAST 10" HIGH AT FRONT

AND AT LEAST 3" HIGH AT REAR DOOR AS PER

24-145(A)(3)(B)

WALL

4

SMOOTH STUCCO GRAYWALL

PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

/

/

/

REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001



Miami: 305.681.5563

Palm Beach: 561.243.3939


AMERICAN




BUILDINGENGINEERS






PERMISSION

ANODIZED FRAME

111.00'

71.80'

LOT 44

BLOCK 9

VACANT

LOT

Business

District 2

A

S

P

H

A

L

T

R

O

A

D

W

A

Y

N

.

E

.

2

N

D

A

V

E

N

U

E

7

0

'

R

I

G

H

T

-

O

F

-

W

A

Y

C

L

Δ=135°38'50"(P)

135°17'40"(C)

R=25.00'

L=59.03'

(Two Story)

3' DIAMETER

POWER POLE

FOUND 5/8"

IRON ROD

& CAP NO I.D.

6' WOOD

FENCE

10.55'-E

CATCH

TRAFFIC SIGN

FIRE HYDRANT

5' EXISTING CONC. WALK

2' EXISTING CONC. GUTTER

S

I

G

N

S

I

T

E

B

.

M

.

S

E

T

N

A

I

L

&

D

I

S

C

POWER

POLE

8

1

.

3

4

'

100.00'

5

'

E

X

I

S

T

I

N

G

C

O

N

C

.

W

A

L

K

2

'

E

X

I

S

T

I

N

G

C

O

N

C

.

G

U

T

T

E

R

LAN

DSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

PRIVACY

WALL 8'-0"

29'-1"

52'-4" 55'-0"

31'-8"

HANDICAP RAMPS W/

DETECTABLE

WARNING SURFACES

GROUND SIGNS CANNOT


SIGN BY A SEPARATE

PERMIT

2

'

E

X

I

S

T

I

N

G

C

O

N

C

.

G

U

T

T

E

R

5

'

E

X

I

S

T

I

N

G

C

O

N

C

.

W

A

L

K

N

E

W

2

'

C

O

N

C

.

G

U

T

T

E

R

/

5

'

C

O

N

C

.

W

A

L

K

E

X

I

S

T

I

N

G

20' SIGHT

TRIANGLE

5'-8"

PRIVACY

WALL 8'-0"

10

'-0

"

D

U

M

P

S

T

E

R

3 4 5 62

7

0.02

0.02

0.02

0

.

0

2

0.02

1

30'-4"

CURB

RAMP

1:12

PL PL PLPL

PL

PL

PL

PL

PL

PL

PL

PL PL PL PL

PL

PL

PL

PL

PL

S

T

O

P

S

I

G

N

4

Ta di

SOD

1

14

Za pu

1

Bu ar

14

Za pu

Bu ar

95

Fi mi

3

Ma gr

Ph ro

9

Di ir

1

15

Tr as

Tr as

45

IRRIGATION

PAD

43

Mu ca

3

La in

25

86

Po ma

LANDSCAPE

43

Mu ca

18

Di ca

24

Sc ar

14

Di ca

39

Fi mi

SOD

SOD

SOD

SOD

SOD

R

6

'

-

4

"

R

6

'

-

4

"

RETAIL #1

1438 SQ/FT



SHOWROOM #2

1637 SQ/FT



52'-4" 55'-0"

GROUND SIGNS CANNOT


SIGN BY A SEPARATE

PERMIT

5'-8"

30'-4"

CURB

RAMP

1:12

PL

NEW 5' SIDEWALK

NEW 5' SIDEWALK

5

3

'

-

3

"

0

.

0

2

0

.

0

2

20'-O"

TWO WAYS

ASPHALT

DRIVEWAY

3' MIN.

TREE STAKING DETAIL

RUBBER HOSE

SHEATHING

MULTI-STRAND #12 GA.

GALV. WIRE

3" PINEBARK MULCH

8" SOIL SAUCER

FINISH GRADE

PLANTING MIX BACKFILL

SET TRUNK PLUMB

COMPACT PLANTING MIX

TO PREVENT SETTLING

LOOSEN SUBGRADE AND

REMOVE DEBRIS

50°

REMOVE EXCESS AND

BROKEN BRANCHES (DO NOT

CUT MAIN LEADER)

OVERALL H

EIG

HT AS N

OTED

BASIN- FORM SAUCER

BRACES

W/ 4"HT. CONTINUOUS

TEMPORARY WATER

FERTILIZER

TABLETS

FINISH GRADE

BRACES TO BATTENS

TOENAIL 2"x4" P.T. WOOD

DO NOT PUNCTURE TRUNK

(4) 2"x4" P.T. WOOD

5' MIN.

MIN

.

ROOTBALL

MIN.

4 LAYERS OF BURLAP WITH 2 GALV.

BURLAP FROM TOP 2/3 ROOTBALL

PLANTING BACKFILL MIXTURE - WATER

& TAMP TO REMOVE AIR POCKETS

2x4x24" P.T. WOOD STAKES

COMPACTED BACKFILL MIXTURE

STEEL BANDS WRAPPED AROUND BATTENS

MINIMUM 3" BELOW GRADE

COMPACTED SUB-GRADE

3" DEPTH LAYER OF MULCH

ENTIRE PLANTING BED

4. FOR B & B PALMS CUT AND REMOVE

1. PLANT PALMS SO THAT THE TOP OF

ROOTBALL IS FLUSH W/ FIN. GRADE

TO PROTECT GROWING TIPS.

3. TIE FRONDS DURING TRANSPORTATIONG

2. SET PALMS PLUMB & TRUE TO GRADE

DO NOT TRIM ENDS

NOTES:

(4) 2"x4"x16" P.T. WOOD

BATTENS

18"

12"

PLANT TOP OF ROOTBALL FLUSH WITH

FINISH GRADE

5. "HURROCANE CUT" SABAL PALM FRONDS

CLEAR TRU

NK H

T. AS N

OTED

X

2X

3" SAUCER OF MIX

SPECIFIED PLANTING

MIX

ROOT BALL

4" MIN.

3" MULCH

FINISH GRADE

REMOVE TOP 1/3 OF

BURLAP

LA

ND

SC

AP

E P

LA

N

L-1

PRINT DATE:

SHEET # :

PERMIT ISSUE:

DATE:

/

/

/

/

/

REVISIONS:

1.

2.

3.

4.

5.

PROJECT # :

16.001



Miami: 305.681.5563

Palm Beach: 561.243.3939


AMERICAN




BUILDINGENGINEERS






PERMISSION

CODE QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS

TREES AND PALMS

Bu ar 2 Bulnesia arborea Verawood 2"DBH, 5' CT., 10-12' OA. HT., 5' SPR

Co se 3 Conocarpus erectus 'Sericeus' Silver Buttonwood 2"DBH, 5' CT., 10' OA. HT., 5' SPR (Native)

Il at 1 Ilex x attenuata East Palatka Holly 2"DBH, 5' CT., 10' OA. HT., 5' SPR (Native)

La in 3 Lagerstroemia indica Crape Myrtle (Standard) 2"DBH, 5' CT., 12' OA. HT., 6' SPR

Ma gr 3 Magnolia grandiflora Southern Magnolia 3"DBH, 14' OA. HT., 6' SPR (Native)

Ph ro 1 Phoenix roebelenii Pygmy Date Palm Triple, 8-10' OA. HT.

Ta di 4 Taxodium distichum Bald Cypress 4"DBH, 16' OA. HT., 6' SPR (Native)

SHRUBS, GROUNDCOVER, AND TURF

Ch ic 25 Chrysobalanus icaco 'horizontalis' Horizontal Cocoplum 3 gal, 18" HT., 24"O.C. (Native)

Di ca 32 Dianella caerulea Flax Lily 3 gal, 24" HT., 24" O.C.

Di ir 25 Dietes iridioides African Iris 3 gal, 24" HT., 24" O.C.

Fi mi 150 Ficus microcarpa Ficus Green Island 3 gal, 18-24" HT., 18" O.C.

Mu ca 43 Muhlenbergia capillaris Muhly Grass 3 gal, 24" HT., 30" O.C. (Native)

Po ma 86 Podocarpus macrophyllus Japanese Yew 7 gal, 24-36" HT., 24" O.C.

Sc ar 38 Schefflera arbolicola 'Trinette' Arbolicola 3 gal, 24" HT., 24" O.C.

Tr as 100 Trachelospermum asiaticum Jasmine Minima 1 gal, 10" HT., 18" O.C.

Za pu 28 Zamia pumila Coontie 3 gal, 18-20" HT., 24" O.C. (Native)

SOD 2100sf Stenotaphrum secundatum ST. Augustine "FLORATAM" SOLID EVEN SOD

SPRINKLERS NOTE:

PROVIDE FULLY AUTOMATIC IRRIGATION

SYSTEM W/ RAIN SENCER SHUT OFF DEVICE

LANDSCAPE PLAN

SCALE: 1/8" = 1'-0"

1

L-1

PLANT LIST

SHRUB DETAIL

GENERAL NOTES

SCALE: NONE

TREE STAKING DETAIL

SCALE: NONE

PLANT LEGEND

PALM PLANTING DETAIL

SCALE: NONE

N

PLANTING REQUIREMENTS: COMMERCIAL B-2

DESCRIPTION APPLICATION CALCULATION Qty REQUIRED Qty PROVIDED

NORTH PERIMETER RESIDENTIAL 1 tree/ 30lf 71.80/30 3 4

N.E. 2nd AVE 1 tree/ 40lf 81.34/40 2 3

PROSPECT ROAD 1 tree/ 40lf 111.00/40 3 4

EAST PERIMETER 0 0 0 3

INTERIOR LANDSCAPE AREA 15sf/ Parking space 7 x 15 105sf 162sf

PARKING INTERIOR SHRUBS 5/ 150sf 162sf/ 150x5 6 58

INTERIOR TREES 1 tree/ 10 spaces 7/ 10 1 1

TOTAL TREES 9 15

TREES REQUIRED BY SIZE 10% @ 16' Ht 9 (0.10) 1 4

10% @ 14' Ht 9 (0.10) 1 3

20% @ 12' Ht 9 (0.20) 2 2

60% @ 10' Ht 9 (0.60) 6 6

NATIVE TREES 50% of required trees 9 (0.50) 5 11

NOTES

1. SOD AND IRRIGATE TO EDGE OF ROAD.

2. TREE REMOVAL PERMIT IS REQUIRED BY CITY PRIOR TO REMOVAL OF ANY TREES ON SITE.

3. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW WITH APPROPRIATE SHRUB MATERIAL.

4. ALL RELOCATED TREES SHALL BE PLANTED A MINIMUM 15' FROM LIGHT POLES.

5. ALL TREES SHALL BE PLANTED SO THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL. FOR SOME

YOUNG TREE SPECIES THAT DO NOT HAVE TRUNK FLARES, THE TOPMOST ROOTS SHALL BE PLANTED SO THAT IT IS

5% TO 10% ABOVE THE FINISH GRADE. SOIL MUST NOT BE PLACED OVER THE ROOT BALL.

6. TREES AND PALMS SHALL BE PLANTED A MINIMUM OF 5' FROM ANY UNDERGROUND UTILITIES.

7. MULCH SHALL BE KEPT 6" AWAY FROM TREE AND PALM TRUNKS.

8. ALL COMPACTED SOIL, ROAD ROCK AND EXCESS DEBRIS TO BE REMOVED AND A 24" LAYER OF SOIL FAVORABLE TO

TREE AND SHRUB GROWTH AND SUSTAINABILITY EXISTS OVER ALL PLANTING AREAS. SOIL COMPOSITION SHOULD

CONTAIN 2 TO 4% OF ORGANIC MATTER.

9. ROOT BARRIERS SHALL BE USED WHERE MEDIUM TO LARGE SPECIES OF TREES ARE PLANTED WITHIN FOUR FEET

OF ANY PAVING.

10. IRRIGATION BUBBLERS TO BE USED AT ALL NEW TREE/ PALM LOCATIONS.

11. HEDGES TO BE PLANTED 3' MINIMUM FROM PRIVACY WALL.

ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN THE CURRENT GRADES AND STANDARDS FOR

NURSERY PLANTS 2015, 5TH EDITION OF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF

PLANT INDUSTRY.

1. ALL PLANT MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT AT PLACE OF

GROWTH AND UPON DELIVERY FOR CONFORMITY TO SPECIFICATION.

2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND SHALL CONFORM TO MEASUREMENTS SPECIFIED. ALL

SUBSTITUTIONS SHALL BE SUBMITTED TO THE CITY AND LANDSCAPE ARCHITECT FOR FINAL APPROVAL.

3. ALL PLANTS SHALL BE EXCEPTIONALLY HEAVY, SYMMETRICAL, TIGHT KNIT AND SO TRAINED IN APPEARANCE AS TO BE

SUPERIOR TO FORM, BRANCHING AND SYMMETRY.

4. CONTRACTOR SHALL NOTIFY S.U.N.S.H.I.N.E. (1-800-432-4770) FOR LOCATIONS OF EXISTING UTILITY LINES 48 HOURS PRIOR

TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITY LINES AND EASEMENTS PRIOR TO

COMMENCING ANY WORK. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL BE UNDERTAKEN WITH CARE

AND BY HAND, IF NECESSARY. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR

DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO OWNER.

5. GRADE B+, SHREDDED STERILIZED MELALEUCA OR EUCALYPTUS MULCH SHALL BE USED IN ALL MASS PLANTING BEDS AND

FOR INDIVIDUAL TREE PITS. ALL TREES SHALL HAVE A MULCH RING WITH A DEPTH OF 3” AND A DIAMETER OF 3'- 4' AROUND

THEIR BASE. ALL MULCH SHALL BE KEPT 4” FROM BASE OF ALL PLANT MATERIAL. MULCH BEDS SHALL BE A MINIMUM

OF 12” WIDER THAN PLANTS MEASURED FROM OUTSIDE EDGE OF FOLIAGE.

6. SOD SHALL BE ST AUGUSTINE AND FREE OF WEEDS, INSECTS, FUNGUS AND DISEASE, LAID WITH ALTERNATING AND

ABUTTING JOINTS.

7. ALL TREES AND SHRUBS SHALL BE BACKFILLED WITH A SUITABLE PLANTING SOIL CONSISTING OF 50 PERCENT SAND AND 50

PERCENT APPROVED COMPOST. ALL PLANT MATERIALS SHALL BE PLANTED WITH A MINIMUM OF 6 TO 18 INCHES OF

PLANTING SOIL AROUND THE ROOT BALL. REFER TO PLANTING DETAILS. PLANTING SOIL TO BE BACKFILLED INTO PLANT

PITS BY WASHING IN. PLANTING BEDS SHALL BE FREE FROM ROAD, PEA, EGG OR COLORED ROCK, BUILDING MATERIALS,

DEBRIS, WEEDS, NOXIOUS PESTS AND DISEASE.

8. ALL SODDED AREAS TO HAVE A MINIMUM OF 2” OF PLANTING SOIL AS DESCRIBED IN NOTE #8.

9. ALL TREES SHALL BE WARRANTED BY THE CONTRACTOR AND WILL BE HEALTHY AND IN FLOURISHING CONDITION OF

ACTIVE GROWTH ONE YEAR FROM DATE OF FINAL ACCEPTANCE.

10. ALL SHRUBS, GROUNDCOVERS, VINES AND SOD SHALL BE FULLY WARRANTED FOR 90 DAYS UNDER SAME CONDITION AS

ABOVE.

11. ALL SYNTHETIC BURLAP, SYNTHETIC STRING OR CORDS OR WIRE BASKETS SHALL BE REMOVED BEFORE ANY TREES ARE

PLANTED. ALL SYNTHETIC TAPE SHALL BE REMOVED FROM TRUNKS, BRANCHES, ETC BEFORE INSPECTION. THE TOP 1/3

OF ANY NATURAL BURLAP SHALL BE REMOVED OR TUCKED INTO THE PLANTING HOLE BEFORE TREES ARE BACKFILLED.

PLANTING SOIL TO BE BACKFILLED INTO PITS BY WASHING IN.

12. ALL TREES, PALMS AND LARGE PLANTS SHALL BE PLANTED WITH THE TOP OF THEIR ROOTBALLS 1 TO 1 1/2 INCHES ABOVE

FINAL GRADE SURROUNDING THE PLANTING AREA WITH BASAL ROOTS EXPOSED. SHRUBS AND GROUNDCOVER SHALL BE

PLANTED WITH THE TOP OF THEIR ROOTBALLS NO DEEPER THAN THE FINAL GRADE.

13. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN.

14. ALL PLANTING SHALL BE INSTALLED WITH FERTILIZER AT TIME OF PLANTING.

15. ALL PLANTING SHALL BE INSTALLED IN A SOUND, WORKMANLIKE MANNER AND ACCORDING TO GOOD PLANTING

PROCEDURES. INSTALLATION SHALL INCLUDE WATERING, WEEDING, FERTILIZING, MULCHING, SELECTIVE PRUNING AND

REMOVAL OF REFUSE AND DEBRIS ON A REGULAR BASIS SO AS TO PRESENT A NEAT AND WELL KEPT APPEARANCE AT ALL

TIMES.

16. ALL LANDSCAPE AND SOD AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM INSTALLED. COVERAGE SHOULD BE

100% WITH 50% MINIMUM OVERLAP USING RUST FREE WATER TO ALL LANDSCAPE AND SOD AREAS. SPRAY UPON PUBLIC

SIDEWALKS, STREETS AND ADJACENT PROPERTIES SHOULD BE MINIMIZED. SODDED AREAS AND SHRUB/ GROUNDCOVER

BEDS SHOULD BE ON SEPARATE IRRIGATION ZONES FOR A MORE EFFICIENT SYSTEM. IRRIGATION SYSTEM SHALL BE

INSTALLED WITH A RAINSWITCH DEVICE.

17. ALL LANDSCAPE AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES.

18. THE PLAN SHALL TAKE PRECEDENCE OVER THE PLANT LIST, SHOULD THERE BE ANY DISCREPANCY BETWEEN THE TWO.

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

american - loopnet

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