CS Planning Commision - LoopNet...N.E.G. Property Services Inc. 6218 N. Federal Hwy Ft. Lauderdale,...

SUNRISE RETAIL BUILDING

AUGUST 24, 2015 - ISSUED FOR SITE PLAN APPROVAL

Owner:Prepared by:

N.E.G. Property Services Inc.6218 N. Federal HwyFt. Lauderdale, FL 33308(954) 491-2281

Architect:SA Group LLC1322 Old River RoadCleveland, OH 44113(216) 406-4139

SUNRISE RETAIL BUILDING

2699 N. UNIVERSITY DR.SUNRISE, FL 33322

Prepared for:

Structural: MPE:Thorson Baker & Associates3030 West Streetsboro Rd.Richfield, OH 44286(330) 659-6688

INDEX OF DRAWINGS:

A-1.1

A-1.3A

SITE PLAN / LEGAL DESCRIPTION / SITE PLAN

SITE PLAN DETAILS

LANDSCAPINGLP-1 LANDSCAPE PLANLP-2 LANDSCAPE NOTES AND DETAILSIR-1 IRRIGATION PLAN

SL-1 SITE LIGHTING PLAN / LUMINARE SCHEDULE

IR-2 IRRIGATION DETAILS AND SPECIFICATIONSIR-3 IRRIGATIONS PUMP DETAILS AND SPECIFICATIONS

Civil:APGA Civil7815 North Kendall DriveE130Miami, FL 33156(305) 301-6765

CS COVER SHEET

Buchanan P.E. Consulting, Inc.6191 W. Atlantic Blvd. Suite #2Maragate, Florida 33063(954) 590-3300

A-1.4 PAVEMENT MARKING AND SIGNAGE PLAN DETAILS SURVEYA-2.1 FLOOR PLANA-3.1 EAST AND NORTH ELEVATIONS

WEST AND SOUTH ELEVATIONSTREE INVENTORY VS ORIGINAL DESIGN PLAN

A-3.2TS-1

A-1.1A PAVEMENT MARKING AND SIGNAGE PLANA-1.2 DEMO SITE PLAN / GENERAL DEMO NOTES /

A-1.3 SITE PLAN DETAILS

Sunrise Retail Building

Proposed Building

2699 North University Drive, Sunrise, FL 33322

Owner: N.E.G. Property Services, Inc. Phone: (954) 941-2281

SEAL DATE:

DRAWING NO.

LEAVE BLANK - FOR CITY USE ONLY

copyright 2015

1322 Old River RoadCleveland, Ohio [email protected]

ENGINEERING:REVISION HISTORY:

DATEPURPOSE OF ISSUENO.

08/24/15ISSUED FOR SITE PLAN APPROVALA

3030 West Streetsboro Road

Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

ENGINEERING:

BUCHANAN P.E. CONSULTING, INC

COVER SHEET

CS

08/24/15

ARCHITECTURAL

LEGEND / NOTES / SITE DATA

SITE PLAN DEMOLITION NOTES

AND CURRENT TREE INVENTORY

LEGAL DESCRIPTIONA PORTION OF TRACT "M" OF THE PLAT ENTITLED SUNRISE GOLF VILLAGE SECTION TWENTY-TWO, PART ONE, AS RECORDED IN PLAT BOOK 76 AT

PAGE 37, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT "M"; THENCE SOUTH 89°55'43" WEST, ALONG THE SOUTHARLY BORDER OF SAID TRACT "M",

A DISTANCE OF 193.03 FEET; THENCE NORTH 01°00'37" WEST, ALONG A LINE 193.03 FEET WEST OF AND PARALLEL WITH AS MEASURED AT RIGHT

ANGLES TO THE EASTERLY BOUNDARY OF SAID TRACT "M", A DISTANCE OF 150.02 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID TRACT

"M", A DISTANCE OF 168.42 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHEASTERLY ALONG THE ARC

OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET AND CENTRAL ANGLE OF 89°03'40", A DISTANCE OF 01°00'37" EAST, ALONG THE EASTERLY

BOUNDARY OF SAID TRACT "M" A DISTANCE OF 125.41 FEET TO THE POINT OF BEGINNING.

SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA.

PROJECT LOCATION MAPSECTION 28, TOWNSHIP 49 SOUTH, RANGE 1 EAST

NO

RTH

CITY OF SUNRISE, BROWARD COUNTY FLORIDA

(125

.41'

LE

GA

L)12

5.43

'S01°00'37"E

S89°55'43"W 193.03'

N89°55'43"E (168.42' LEGAL) 168.44'

N01°00'37"W

30.0

0' 1

/2 R

/W

24.59'

24.59'

35.0

0'30

.00'

60.00' 1/2 R/W

150.

02'

30.0

0' 1

/2 R

/W

PLA

T B

OO

K 7

6P

AG

E 3

7

PLAT BOOK 76PAGE 37

PLAT BOOK 76PAGE 37

PLAT BOOK 76PAGE 37

1

A1.1

SITE PLANSCALE:1"=20'-0"

NO

RTH

PROPERTY LINE

LIGHT POLE (TYP.)SEE ELECTRICALDWGS.

PROPOSEDBUILDING

FIRST FLOOR4,443 S.F.

MERCANTILE USEANTICIPATED MAX. OCCUPANT LOAD = 129

TYPE IIB CONSTRUCTIONFFE = 10.5'

SERV

ICE

ENT

RY

EXIT

EXIT

SERV

ICE

REFER TO PAVEMENT MARKING AND SIGNAGE PLAN

CONCRETE WHEEL STOPS - SEE DETAIL 1/A-1.3A

8" CONCRETE CURB, TYP. - SEE DETAILS 2/A-1.3 CURBTYPE "D"

GROUND SIGN - SEE DETAIL 4/A1.3

DROP CURB AND SLOPE 6" CONCRETE WALKWAY1:12 TO PAVEMENT. PROVIDE A DETECTABLEWARNING SURFACE FULL WIDTH x FULL DEPTH OFRAMP AS PER FACBC 4.7.7

6' HIGH NON -CLIMBABLE CHAIN LINK FENCE -SEEDETAIL 1/A1.3

BENCH - SEE DETAIL 9 / A-1.3

TRASH CAN - SEE DETAIL 9/A-1.3

SIGHT TRIANGLE - REFER TO LANDSCAPE DRAWINGS

NEW ASPHALT PAVING AND BASE

CONCRETE BRICK PAVERS - SEE DETAIL 5/A1.3

12" CONC. BORDER FLUSH WITH TOP OF PAVERS

PROPOSED GUTTER CURB AND SIDEWALK. SEEDETAIL 2/A-1.3 CURB TYPE "F"

EXISTING CURB AND GUTTER



PROPOSED 40'-0" LONG CONCRETE WALKWAY FORBUST STOP

2'-0" x 40'-0" BROWARD COUNTY BUS WALKWAY (BUSEASEMENT

NOT USED

CAST-IN PLACE TACTILE WARNING SURFACE

CONCRETE PAVERS - SEE DETAIL 7/A-1.3



4'-0" WIDE CHAIN LINK GATE - SEE DETAIL 1/A-1.3

SITE PLAN LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

14

NEW FENCE SEENOTE


Proposed Building



SEAL DATE:

DRAWING NO.


copyright 2015







(330) 659-6688 Ph.

(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

SITE PLAN

SITE PLAN DATA

SITE PLAN LEGEND

PROPERTY LINE CROSS SECTIONS

A-1.1

08/24/15










SEE DETAILS ON SHT A-1.3, A-1.3A AND A-1.4

COPY OF SURVEY - SHT 1 OF 1

SEE SITE LIGHTING PLAN SHEET SL-1

PROVDE SECURITY NIGHT LIGHTING, DEAD BOLT LOCKS (ORTHE EQUIVALENT) ON ALL EXTERIOR DOORS, AND ALL ALARMSYSTEMS TO HAVE POSTED EMERGENCY PHONE NUMBERS.

PROVIDER OF WATER AND WASTEWATER FACILITIES:CITY OF SUNRISE

ALL WORK WITHIN THE UNIVERSITY DRIVE RIGHT-OF-WAY SHALLREQUIRE AN FDOT PERMIT.

ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL BE INCONFORMANCE WITH BCTE AND MUTCD STANDARDS.

DETECTABLE WARNING SURFACE SHALL BE TRUNCATEDDOMES.

NOTES:

TOTAL GROSS BUILDING SQUARE FOOTAGE:

SITE INFORMATION:

TOTAL SITE AREA (NET ACREAGE 0.662) BUILDING COVERAGE (NET) TOTAL BUILDING AREA

LANDSCAPING (PERVIOUS AREA) IMPERVIOUS SURFACE OPEN AREA

FAR (MAXIMUM)(PROPOSED)

SET-BACKS:

FRONT (N. UNIVERSITY DRIVE) REAR (FAME STORE SIDE) SIDE (POLLO TROPICAL SIDE) SIDE (N.W. 27TH PLACE)

PARK COMPUTATIONS:

TOTAL PARKING REQUIRED (RETAIL)

PARKING PROVIDED: 10' x 20' SPACE 12' x 20' HANDICAP SPACE 10' x 20' LOADING ZONE SPACE

SITE DATA: ZONING B-3

28,825 S.F.4,821 S.F.4,443 SF

10,580 S.F.18,245 S.F.0 S.F.

0.350.16

REQ'D

75'-0"20'-0"10'-0"25'-0"

1/250 S.F.

231

4,443 S.F.

100.0%16.7%

36.7%63.3%100.0%

PROVIDED

98'-3"27'-6"10'-8"69'-4"

19 SPACES

24 SPACES1

32

2

A1.1

PROPERTY LINE CROSS SECTIONSSCALE:1"=10'-0"

10

10

11 11

11

11

11

11

11

11

11

11

11

11

10

10

18

25

16

13

28

15

26

12

10

28

28

13

29

11

20

20

19

22

23

21

17

SECTION A-A

SECTION B-B

SECTION C-C

SECTION D-D

10'-8"

9.80

9.30 10.00

PROP. BUILDINGFFE 10.50'

10'-0" 15'-0"

25'-0"

6'-0

"

PROP. BUILDINGN.G.V.D. 10.50'

8.30 10

.40 9.90

NEW FENCE

UTLILITYEASEMENT PLATBOOK 76 PAGE 37

PROP. UTILITYEASEMENT

69'-4"

38'-0"

10'-0"44'-0"

0.5% MIN. SLOPE

10.00

8.32

8.42

8.62 9.8

0

7.50

UTLILITY EASEMENT PLATBOOK 76 PAGE 37

PROP. 8" TYPE 'D' CURBPROP. 8" TYPE 'D' CURB

PROP. BUILDINGN.G.V.D. 10.50'

98'-3"

15'-0"64'-0"

ASPHALT PARKING 0.5% MIN. SLOPE

PROP. 4.5' CONC. SIDEWALK

UTLILITYEASEMENT PLATBOOK 76 PAGE 37

PROP. 8" TYPE 'D' CURB

8.60 9.8

0

9.00

9.009.5010

.00

PL

PL

PLPL

PL

B B

A

A

D D

C

C

CONTRACTOR SHALL VERIFY CONDITION OF ALL EXISTINGSIDEWALKS AND CURBS, WHETHER DAMAGED BEFORE ORAFTER CONSTRUCTION, ALL SIDEWALKS AND CURBS SHALL BESOLID, SAFE, AND LEFT IN "AS NEW CONDITION".

ALL LIGHT POLES HAVE A SEPARATION OF 1.5' FROM CONC.CURB.

HOME DEPOTTRACT P

B-3SUNRISE, UNIVERSITY COMMERCIAL

PLAT BOOK 81, PAGE 42 WITH,

SUNRISE GOLF VILLAGESECTION TWENTY-TWO, PART ONE

PLAT BOOK 76, PAGE 37

FAME STORETRACT M

B-3SUNRISE GOLF VILLAGE

SECTION, TWENTY-TWO, PART ONEPLAT BOOK 76, PAGE 37

POLLO TROPICALTRACT L


SECTION TWENTY PART THREEPLAT BOOK 74, PAGE 21

15' CANAL MAINTANENCEEASEMENTPLAT BOOK 76 PAGE 37

EDGE OF WATER

OWNER SHALL MAINTAINCANAL BANK GRADE ANDSOD IN PERPETUITY


NO

RTH

INFILL PREVIOUS SITEENTRANCE TO MATCHEXISTING SIDEWALK

EXISTING SIDEWALK TOREMAIN


TRAFFICCONTROL BOX

PROPERTY LINE

PR

OP

ER

TY L

INE

PR

OP

ER

TY L

INE

PROPOSEDSIDEWALKEASEMENT

EXIST. WATER METER W/BACKFLOW PREVENTER

EXISTING SANITARYMANHOLE

EXIST. 8" SANITARYPIPE


40'-4"

PAVEMENT

49'-9"

PAVEMENT

40'-0

"

UNDERGROUND FIBEROPTIC CABLE

FIBER OPTICVAULT

10' UTILITY EASEMENTPLAT BOOK 76, PAGE 37

EXISTING 4' SIDEWALK

PROPOSED 25'-0"EASEMENT FOREXIST. STORMSERVER PIPE

CANAL R.O.W.

EXISTING TO REMAIN

FORCE MAIN LINE

GAS LINE

EX

EX EX

EX

EX

EX

EX

WATER LINE

EX

4'-0

"

10'-8

"

SE

TBA

CK

8"9'

-61 2"

24'-0

"20

'-0"

8"10

'-0"

EA

SE

ME

NT

30'-0"

STORAGE

50'-0"

TAPER

10'-0

"

EXI

ST.

EA

SE

ME

NT

69'-9

"

BU

ILD

ING

SE

TBA

CK

20'-0

"24

'-0"

15'-5

"5'

-0"

8"12

'-0"

50'-5

"7'

-8"

20'-0" 24'-0" 20'-0"

24'-0" 40'-6"

98'-3"

SETBACK

59'-1

11 2"3'

-9"5

'-0"

9'-0

"30

'-0"

50'-0"9'-4"50'-0"9'-3"28'-1"

21'-10"6'-7"

21'-712" 10'-0" 6'-4" 59'-3" 4'-0" 20'-3" 24'-0"

12'-1012"

27'-6"SETBACK

PROPOSED CATCHBASIN

DOWNSPOUT SPLASHBLOCKS

(125

.41'

LE

GA

L)12

5.43

'S01°00'37"E

S89°55'43"W 193.03'

N89°55'43"E (168.42' LEGAL) 168.44'

N01°00'37"W

30.0

0' 1

/2 R

/W

24.59'

24.59'

35.0

0'30

.00'

60.00' 1/2 R/W

150.

02'

30.0

0' 1

/2 R

/W

PLA

T B

OO

K 7

6P

AG

E 3

7

PLAT BOOK 76PAGE 37

PLAT BOOK 76PAGE 37

PLAT BOOK 76PAGE 37

1

A1.1A

PAVEMENT MARKING AND SIGNAGE PLANSCALE:1"=20'-0"

NO

RTH

PROPERTY LINE

LIGHT POLE (TYP.)SEE ELECTRICALDWGS.

PROPOSEDBUILDING


MERCANTILE USEANTICIPATED MAX. OCCUPANT LOAD = 129

TYPE IIB CONSTRUCTIONFFE = 10.5'

STOP SIGN - SEE DETAIL 7/A-1.4

STOP BAR (THERMOPLASTIC)

NOT IN USE

PEDESTRIAN SIGN - SEE DETAIL 7/A-1.4

HANDICAP PARKING SIGN. SEE DETAIL 2/A-1.4

4" PAINTED BLUE STRIPING - HANDICAP SPACE

4" PAINTED WHITE STRIPING - CROSSWALK (THERMOPLASTIC)

4" PAINTED WHITE STRIPING

PAINTED DIRECTIONAL ARROW (WHITE THERMOPLASTIC)

REFER TO SITE PLAN (A1.1)


MODIFY PAVEMENT PARKING TO PROVIDE LEFT TURN LANE(THERMOPLASTIC)

DOUBLE PAINTED YELLOW LINES (THERMOPLASTIC)


NO PARKING - FIRE LANE SIGN - SEE DETAIL 3/A-1.4

FIRE LANE STRIPING - SEE DETAIL 5/A-1.4

PAINTED WHITE "HANDICAP" SYMBOL - SEE DETAIL 1/A-1.4


RE-PAINT EXIST. PAVEMENT MARKINGS ON NW 27TH PLACE(THERMOPLASTIC)

LOADING ZONE SIGN SEE DETAIL 4/A-1.4

LOADING ZONE STRIPING

SITE PLAN LEGEND

1

2

3

4

5

6

7

8

9

10

11

17

18

19

20


Proposed Building



SEAL DATE:

DRAWING NO.


copyright 2015







(330) 659-6688 Ph.

(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

PAVEMENT MARKING & SIGNAGE PLAN

PROJECT LOCATION MAP

A-1.1A

08/24/15










ALL TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL BE INCONFORMANCE WITH BCTE AND MUTCD STANDARDS.

DETECTIBLE WARNING SURFACE SHALL BE TRUNCATED DOMES.

ALL STOP BARS LEADING INTO ROW AND ALL PAVEMENTMARKINGS WITHIN ROW SHALL BE THERMOPLASTIC.

NOTES:

CONTRACTOR SHALL VERIFY CONDITION OF ALL EXISTINGSIDEWALKS AND CURBS, WHETHER DAMAGED BEFORE ORAFTER CONSTRUCTION, ALL SIDEWALKS AND CURBS SHALL BESOLID, SAFE, AND LEFT IN "AS NEW CONDITION".

ALL LIGHT POLES HAVE A SEPARATION OF 1.5' FROM CONC.CURB.

HOME DEPOTTRACT P

B-3SUNRISE, UNIVERSITY COMMERCIAL

PLAT BOOK 81, PAGE 42 WITH,

SUNRISE GOLF VILLAGESECTION TWENTY-TWO, PART ONE

PLAT BOOK 76, PAGE 37

FAME STORETRACT M


SECTION, TWENTY-TWO, PART ONEPLAT BOOK 76, PAGE 37

POLLO TROPICALTRACT L


SECTION TWENTY PART THREEPLAT BOOK 74, PAGE 21

15' CANAL MAINTANENCEEASEMENTPLAT BOOK 76 PAGE 37

EDGE OF WATER

OWNER SHALL MAINTAINCANAL BANK GRADE ANDSOD IN PERPETUITY


NO

RTH


TRAFFICCONTROL BOX

PROPERTY LINE

PR

OP

ER

TY L

INE

PR

OP

ER

TY L

INE

EXIST. WATER METER W/BACKFLOW PREVENTER


EXIST. 8" SANITARYPIPE


10' UTILITY EASEMENTPLAT BOOK 76, PAGE 37

EXISTING 4' SIDEWALK

PROPOSED 25'-0"EASEMENT FOREXIST. STORMSERVER PIPE

CANAL R.O.W.

EX

EX EX

EX

EX

EX

EX

EX

12

13

14

15

16

17

18

19

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

29 29

30

9924

35

34

8 8

9

2

9 9 23

33

33

25

21

26

8

7

4

5

31 9 4

88

1 9

2

Know what's

R


Proposed Building



SEAL DATE:

DRAWING NO.


copyright 2015







(330) 659-6688 Ph.

(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

ENGINEERING:


DEMOLITION PLAN

GENERAL DEMO NOTES

A-1.2

08/24/15

1

A1.3

CHAIN LINK FENCE AND GATE DETAILSCALE:1/2"=1'-0"

CORNER POST CAP(TYP.)

2

A1.3

CURB DETAILSSCALE:1"=1'-0"

4

A1.3

GROUND SIGN DETAILSSCALE:1/4"=1'-0"

5

A1.3

ENTRANCE PAVER DETAILSCALE:1/4"=1'-0"

6

A1.3

ASPHALTIC CONCRETE PAVEMENT DETAILSCALE:1/4"=1'-0"

ALL TRAFFIC SIGNAGE AND PAVEMENTMARKINGS TO BE PROVIDED ON THE SITEPLAN IN CONFORMANCE WITH BCTED ANDMUTCD STANDARDS.

NOTE:

7

A1.3

PAVERS AT BLDG. ENTRANCE DETAILSCALE:1/2"=1'-0"

8

A1.3

DETECTABLE WARNING AND CURB RAMPSCALE:1/4"=1'-0"

9

A1.3

BENCH / TRASH CAN DETAILSCALE:1/4"=1'-0"

MALE POST HINGE

FEMALE GATE HINGE

3-1/2" DIA. TERMINALPOST (GALV. STEELPIPE)

6'-0" 9 GA. 2" MESHGALV. VINYL CLADCHAIN LINK FENCE

GRANULARMATERIAL

4'-0"

GATE

6'-0

"

6'-0

"30

" MIN

.

2" M

AX.

1'-0"

6"

2-1/2" DIA.INTERMEDIATE POST(GALV. STEEL PIPE)

6'-0" 9 GA. 2" MESHGALV. CHAIN LINKFENCE

1-3/4" DIA. TOP RAIL(GALV. STEEL PIPE)

#6 GA. TENSION WIRE

6" DIA. 5000 PSI (28DAYS) CONCRETE PIER@ EA. POST (TYP.)

GRANULARMATERIAL

EXISTINGGRADE

NOTE:FENCING TO BE TIED TO TOP RAILS AND LINEPOSTS W/ #9 GA. WIRE SPACED @ 12".BRACE ALL CORNERS AND TERMINAL POSTSW/ 1-3/4" DIA. GALV. STEEL PIPE ANDAPPROPRIATE FASTENERS

8" DIA. 5000 PSI (28DAYS) CONCRETE PIER@ CORNER POSTS(TYP.)

3-1/2" DIA. TERMINALPOST (GALV. STEELPIPE)

TENSION BAR

TENSION BANDS

CORNER POST CAP(TYP.)

RAIL END ASSEMBLYLINE POST CAP (TYP.)

10'-0

"

15'-0"

SIGN FACE(60 S.F. MAX)

16'-6"

PROPERTYLINE

UTILITYEASEMENT

UTI

LITY

EA

SE

ME

NT

16'-6"PROPERTY

LINE

6'-0

"1'

-6"

1'-0

"

10'-0"

NOTE:1. PLANTER MUST MAINTAIN MINIMUM10'-0" SETBACK.

2. ALL SIGNS WILL BE APPROVED IN ASEPARATE PROCESS INCLUDINGSTRUCTURAL REQUIREMENTS.

SPRAY TEXTUREDSTUCCO

SMOOTH STUCCO(FLOAT FINISH)

2'-6

"

2'-6"

2'-6

"20

'-10"

PR

OP

ER

TYLI

NE

8'-6

"

PR

OP

ER

TY L

INE

CURB NOTE:1. PROVIDE 1/4" WIDE CONTRACTION JOINT A MINIMUM OF 1-1/2" DEEP AND AT10' SPACING MAX. FOR ALL CURBS.

2. CONC. SHALL BE 3000 PSI. MIN. @ 28 DAYS.

3. TYPE 'D' CURB FOR PARKING LOTS MAY BE INSTALLED AS 'TRENCHED' DCURB W/ EXTRUDED TOP AT THE CONTRACTOR'S OPTION. TRENCHED CURBREQUIRES CITY TRENCH INSPECTION AND APPROVAL. EXTRUDED CURB MUSTBE PLACED WITHIN 15 MINUTES OF PLACEMENT OF TRENCH CONC. EXTRUDEDCURB AND TRENCH CONCRETE SHALL BE MONOLITHIC.

CURB NOTE:1. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF TYPE 'F'GUTTER SHALL MATCH THE CROSS OF THE ADJACENT PAVEMENT.

2. PROVIDE 1/4" WIDE CONTRACTION JOINT A MINIMUM OF 1-1/2" DEEP AND AT 10'SPACING MAXIMUM FOR ALL CURBS.

3. CONCRETE SHALL BE 3000 PSI. MIN. @ 28 DAYS.

4. FOR COMMUNITY DEVELOPMENT DEPARTMENT CAPITAL PROJECT DIVISIONPROJECTS COST OF CURB PAD TO BE INCLUDED IN COST OF CURB.

5. COMPACT CURB PAD TO A DENSITY OF 98% OF AASHTD T-180 SPECIFICATION.

TYPE 'D' CURB TYPE 'F' CURB8"

6"

6"

1'-6

"

6"

1'-0

"8"

BA

SE

R2" R2"

R3"

R3 4"

6" 8"

6" 1'-6"

6"6"

1'-0

"

6"

1'-0

"

8"

BA

SE

PAVEMENT

STABILIZED SUBGRADE(LBR 40 MIN.)

STABILIZED SUBGRADE(LBR 40 MIN.)

4" COMPACTEDLIMEROCK CURBPAD (SEE NOTE 5)

71 2" 7-1/2" STD.6" MIN. (HIGHSIDE)

2'-0"

MIN. BASE/SUBGRADETRANSITION

10'-0" MAX. 10'-0" MAX.

NOTES:1. STABILIZED SUBGRADE SHALL HAVE A MINIMUM LIMEROCK BEARING RATIO (LBR) OF 40 AND IS REQ'D FOR ALL NEW PAVEMENTCONSTRUCTION. ALL STABILIZED SUBGRADE SHALL BE STRING LINED FOR GRADE AND PASS ALL REQ'D DENSITY TESTING PRIOR TO PLACEMENTOF CONCRETE PAVER SYSTEM. ALL AREAS FOUND TO BE ABOVE OR BELOW THE DESIGN GRADE MUST BE CORRECTED AND RE-INSPECTEDPRIOR TO PAVER CONSTRUCTION.

2. LIMEROCK BASE FOR ROADWAYS AND PARKING LOTS SHALL BE A MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM. BASETHICKNESS GREATER THAN 8" SHALL BE INSTALLED IN EQUAL LIFTS NOT EXCEEDING 6".

3. BASE PRIME COAT WILL NOT BE REQ'D FOR BRICK PAVER BASE.

4. SHOP DRAWING AND SUBMITTALS REQ'D FOR THE PROPOSED PAVER MODULES, PAVER PATTERN, LEVELING SAND AND JOINT SANDMATERIALS. PAVERS SHALL BE LAID LEVEL TO ALL ADJACENT PAVERS AND TO THE FINISH GRADE WITH A TOLERANCE OF 1/4".

5. PAVER PAVEMENT SHALL BE PROTECTED FROM ALL TRAFFIC UNTIL COMPLETED AND APPROVED FOR USE BY THE CITY ENGINEERING DIVISIONINSPECTOR.

6. USE OF BRICK PAVER PAVEMENT WILL REQUIRE APPROVAL BY THE CITY. APPROVAL SHALL INCLUDE LOCATION, COLOR, AND PAVER PATTERN.

COMPACTED SUBGRADE - 100% OFMAX DRY DENSITY PER AASHTO T-99

8" MIN. LIMEROCK BASECOMPACTED TO 98% OFMAX DRY DENSITY PERAASHTO T-180 (MIN. LBROF 100)

12" STABILIZED SUBGRADE COMPACTEDTO 98% OF MAX DRY DENSITY PER AASHTO

T-180 (MIN. LBR OF 40)

FINE JOINT SAND

3/4" SAND LEVELINGCOURSE

BRICK PAVERS (3-1/8"MIN. THICKNESS)

SLOPE TO DRAINAGECROSS SLOPE.02' / FT TYPICAL.01 / FT MINIMUM

NOTE:HEADER CURB REQ'D FOR CONNECTIONTO ASHPALTIC CONCRETE PAVEMENT.BRICK PAVERS TO MEET STANDARDCURBING AT EDGE OF PAVEMENT.

1'-0"PAVERPAVEMENT

ASPHALTPAVEMENT

CONC.HEADER CURB

(1) #5 BARCONTINUOUS

1'-0

"

NOTES:1. STABILIZED SUBGRADE SHALL HAVE A MINIMUM LIMEROCK BEARING RATIO (LBR) OF 40 AND IS REQ'D FOR ALL NEW PAVEMENTCONSTRUCTION. ALL STABILIZED SUBGRADE SHALL BE STRING LINED FOR GRADE AND PASS ALL REQ'D DENSITY TESTING PRIORTO PLACEMENT OF LIMEROCK BASE. AREAS BELOW DESIGN GRADE MAY BE CORRECTED BY PLACEMENT OF ADDITIONALLIMEROCK MATERIAL. AREAS ABOVE DESIGN GRADE MUST BE CORRECTED AND RE-INSPECTED PRIOR TO LIMEROCK PLACEMENT.

2. LIMEROCK BASE FOR ROADWAYS AND PARKING LOTS SHALL BE A MINIMUM OF 70% CARBONATES OF CALCIUM ANDMAGNESIUM. BASE THICKNESS GREATER THAN 8" SHALL BE PLACED IN EQUAL LIFTS NOT EXCEEDING 6"

3. PRIME COAT SHALL BE APPLIED TO ALL FINISHED LIMEROCK BASE SURFACES AFTER BOARDING AND DENSITY INSPECTIONS.APPLICATION RATES AND MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.

4. TACK COAT SHALL BE PLACED AS REQ'D ON EXISTING ASPHALT SURFACES BEFORE APPLICATION OF AN OVERBUILD LAYER ANDTO NEW SURFACES BETWEEN LIFTS. APPLICATION RATES AND MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.

5. FINAL PAVEMENT LIFT CANNOT BE PLACED UNTIL ALL PROJECT LANDSCAPING IS IN PLACE AND THE IRRIGATION SYSTEM ISINSTALLED AND APPROVED.

COMPACTED SUBGRADE - 100% OFMAX DRY DENSITY PER AASHTO T-99

12" STABILIZED SUBGRADE COMPACTEDTO 98% OF MAX DRY DENSITY PER AASHTO

T-180 (MIN. LBR OF 40)

8" MIN. LIMEROCK BASECOMPACTED TO 98% OFMAX DRY DENSITY PERAASHTO T-180 (MIN. LBROF 100)

SLOPE TO DRAINAGECROSS SLOPE.02' / FT TYPICAL.01 / FT MINIMUM ASPHALTIC CONCRETE PAVEMENT NOTE:

TYPE S-3 LIFT THICKNESS 3/4" MIN. TO 1" MAX.TYPE S-1 LIFT THICKNESS 1-1/4" MIN. TO 2" MAX.FOR MINIMUM PAVEMENT THICKNESS OF 1-1/2"USE TWO 3/4" LIFTS OF TYPE S-3 A.C.1-1/2" MIN. THICKNESS

TYPE S* ASPHALTICCONC. PLACED IN (2)LIFTS. SECOND LIFT TOBE INSTALLED AFTERFINAL LANDSCAPING ANDIRRIGATION INSPECTIONS

3 x 3 STEEL TUBE W/WELDED TOP PLATEPAINTED GREEN TOMATCH TRASH CAN

4'-938"

1'-1

034"

8"4"

1'-4

"

SET TUBE IN CONCRETE

CONCRETEWALKWAY

RA

MP

1:12

SLO

PE

PROVIDE 8" SET-BACKFROM CURB FACE

8"2'

-0"

TRUNCATED DOMES

SIDEWALK WITH

CURB RAMP

6'-018"

CONCRETEWALKWAY

BOLT TOCONCRETEWALKWAY

BENCHTEXACRAFT WINSTON

PP302D - GREEN

TRASH CANTEXACRAFT WINSTON

LR360W - GREEN

COMPACTED SUBGRADECOMPACTED TO 98% DENSITY

6"-8" LAYER OFLIMEROCK BASE

CONC. SIDEWALK

FLUSHCONC. PAVERS OVER 2" SANDBED OVER LIMEROCK BASE

SOLDIER COURSE BRICKCEMENTED TO 8" x 8" CONC.CURB W/ 1 #5 CONT.

CONC. PAVERS OVER 2" SANDBED OVER LIMEROCK BASE

GRADE - SOD OR MULCHOVER 4" MIN. TOP SOIL

8" x 8" CONC. EDGEBAND W/ 1 #5 CONT.

COMPACTED SUBGRADECOMPACTED TO 98% DENSITY

6"-8" LAYER OFLIMEROCK BASE


Proposed Building



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ENGINEERING:


SITE PLAN DETAILS

A-1.3

08/24/15

3

A1.3

ACCESSIBLE RAMPSCALE:1/4"=1'-0"

CONCRETEWALKWAY

CAST IN PLACE TACTILEWARNING SURFACE

RA

MP

1:12

SLO

PE


Proposed Building



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ENGINEERING:


SITE PLAN DETAILS

A-1.3A

08/24/15

1

A1.3A

WHEEL STOP DETAILSCALE:1/4"=1'-0"

2

A1.3A

SIDEWALK CONSTRUCTION DETAILSCALE:1/4"=1'-0"

18"-36"

6'-0

"

WHEEL STOP CENTEREDIN PARKING SPACE

END OF PARKING SPACE(CURB OR SIDEWALK)

WID

THW

IDTH

LENGTH

6'-0

"

#4 ANCHOR ROD MIN 12"LONG WITH 7"EMBEDDED IN GROUND.PINS TO BE RECESSED1/2" TO 1" BELOW TOP OFWHEEL STOP

18" TO 36"

5"7"

MIN

.

ASPHALT SURFACE

LIMEROCK BASE

SUBGRADE

END OF PARKING SPACE(CURB OR SIDEWALK)

NOTES:1. WHEELSTOP SIZES MAY VARY DEPENDING ON MANUFACTURER.

2. WHEELSTOPS SHALL BE UNPAINTED OR PAINTED WHITE OR YELLOW EXCEPT AT HANDICAP SPACES WHICH SHALL IN ALL CASESBE UNPAINTED.

3. ANCHOR RODS SHALL BE MINIMUM OF #4 REBAR, 12" LONG WITH 7" MINIMUM EMBEDMENT.

4. IN PAVER AREAS THE ANCHOR RODS SHALL BE A MINIMUM OF 18" LONG. HOLES SHALL BE PRE-DRILLED.

5. WHEELSTOPS ARE REQ'D ON ALL ANGLED PARKING SPACES (EXCEPT PARALLEL SPACES) AND ALL PARKING SPACES LESS THAN20 FEET IN LENGTH.

6. DISTANCE FROM END OF PARKING TO FACE OF WHEELSTOP SHALL BE THE SAME THROUGHOUT THE PROJECT.

NOTES:1. FOR NEW SIDEWALK LOCATIONS SUBGRADEBELOW SIDEWALK SHALL BE A MIN. LBR-40COMPACTED TO 98% OF MAX. DENSITY PER AASHTOT-180.

2. CONCRETE TO BE 3,000 PSI @ 28 DAYS.

3. ALL JOINTS AND EDGES OF NEW SIDEWALK SHALLBE TOOLED. NO SAWCUT JOINTS ARE PERMITTED INNEW SIDEWALK.

4. THE USE OF WIRE MESH REINFORCEMENT INSIDEWALK WILL NOT BE PERMITTED.

5. SIDEWALK SLOPES SHALL MEET THEREQUIREMENTS OF THE 'AMERICAN WITHDISABILITIES ACT'. CROSS SLOPES SHALL NOTEXCEED 0.02'/FT (2.0%)

6. ALL SIDEWALKS SHALL BE 4" THICK EXCEPT ATDRIVEWAY CROSSINGS AND OTHER VEHICULARCROSSING AREAS WHERE THE SIDEWALK SHALL BEA MIN. OF 6" THICK.

7. MINIMUM WIDTH OF SIDEWALK PLACED AT BACKOF CURB IS 6'-0".

8. FOR TYPE 'A' EXPANSION JOINTS PRE-MOULDEDEXPANSION MATERIAL IS NOT PERMITTED.EXPANSION JOINTS TO BE USED ONLY IF APPROVEDBY THE ENGINEERING DIVISION AND SHALL BESEALED WITH APPROVED FLEXIBLE RUBBERIZEDCAULK.

9. SIDWALKS SHALL HAVE A LIGHT BROOM FINISH.

TABLE OF SIDEWALK JOINTS

LOCATIONTYPE

ONLY WHERE DIRECTED BY THE CITY'A'

5'-0" MIN. CENTER TO CENTER ONSIDWALK'B'

SIDEWALK JOINTS

TOOLEDEDGE

TYPE 'B'TYPE 'A'

1"

18"

R1 4"1

4"

R1 2"CAULK JOINTFILLER

SECTION A-A

4"

5'-0" MIN.SEE NOTE 6

VARIES - 0.02FT/FTMAX. SLOPE DOWN

EXISTINGSIDEWALK

NEWSIDEWALK

5'-0"

TYP.

TYPE 'B' JOINT TYP.TYPE 'A' JOINT IFREQ'D BY CITY

TYPE 'B' JOINT TYP.TYPE 'A' JOINT IFREQ'D BY CITY

TYPE 'B'JOINT

TYPE 'B'JOINT

EDGE OFPAVEMENT

HANDICAP RAMPS REQ'D AT ALLPAVEMENT CONNECTIONS. FORSIDEWALK HANDICAP RAMP DETAILSSEE INDEX 304 OF THE FDOT ' DESIGNSTANDARDS' (LATEST EDITION)

A

A

$250 FINEF.S. 318.14

PARKING BYDISABLED

PERMITONLY

NOPARKING

FIRELANE

BY ORDER OF FIRE DEPT.

LOADINGZONE


Proposed Building



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ENGINEERING:


PAVEMENT MARKING & SIGN DETAILS

A-1.4

08/24/15

1

A1.4

TYPICAL HANDICAP PARKINGSCALE:1/8"=1'-0"

20'-0"

10'-0

"12

'-0"

2'-0" 1'-0"

4" PAINTED WHITESTRIPE

CONC. WHEEL STOP.SEE DETAIL 1/AS2.1

4" PAINTED WHITESTRIPE

4" PAINTED BLUESTRIPE

4" WHITE DIAGONALSTRIPSCAST IN PLACE

TACTILE WARNINGSURFACE

TYPICAL PAINTEDWHITE 'HANDICAP'SYMBOL

AS2.2

2

2

A1.4

HANDICAP SIGNSCALE:1/2"=1'-0"

3

A1.4

NO PARKING FIRE LANE SIGNSCALE:1/2"=1'-0"

4

A1.4

LOADING ZONE SIGNSCALE:1/2"=1'-0"

5

A1.4

FIRE STRIPING DETAILSCALE: N.T.S.

6

A1.4

PAVEMENT ARROW DETAILSCALE: N.T.S.

7

A1.4

DIRECTIONAL SIGNAGE DETAILSSCALE: N.T.S.

8

A1.4

STOP BAR DETAILSCALE:1/16"=1'-0"

9

A1.4

DOUBLE YELLOW LINESSCALE:1"=1'-0"

10

A1.4

LOADING ZONE PAVEMENT MARKINGSCALE:1/4"=1'-0"

7'-0

"

FT0-25

VERIFY AMOUNTOF FINE

MUTCD SIGNDETERMINATIONR7-8

TOP OF CURB

2" DIA. GALV.POST

1'-0" x 2'-0" CONC.PAD

18"

24"


7'-0

"36

" MIN

. 1'-0" x 2'-0" CONC.PAD

TOP OF CURB

2" GALV. POST

1" RED LETTERS

WHITE REFLECTIVEBACKROUND

3/4" RED STRIPED BORDERW/ 1/2" OFFSET

3" RED LETTERS (TYP.)

12"

18"


7'-0

"36

" MIN

. 1'-0" x 2'-0" CONC.PAD

TOP OF CURB

2" GALV. POST

NOTE:VERTICAL RECTANGULAR WHITE SIGN WITH A REDBORDER AND THE WORDS "NO PARKING" IN LARGE REDLETTERS ON THE TOP TWO LINES ABOVE THE WORDS"LOADING ZONE" IN RED ON THE NEXT TWO LINES. ATWO-DIRECTIONAL HORIZONTAL RED ARROW IS SHOWNON THE FIFTH LINE.

SID

EW

ALK

WID

TH V

AR

IES

AS2.2

3

AS2.2

3

"FIRELANE" MARKING@ 60' O.C. MAX.

6" FDOT YELLOW(TYP.)

4'-0"

60'-0" MAX.

4'-0

"2'

-0"

TYP

.

45°

8'-0"

9'-6"

B-TURN LANE-USE ARROW

A-THROUGH LANE-USE ARROW

NOTE:SIZE MAY BEREDUCEDAPPROXIMATELYONE-THIRD FORLOW-SPEED 30" x 30"

OCTAGONAL SIGN WITH A WHITE BORDER ANDLEGEND "STOP IN WHITE BACKROUND.

MUTCD SIGN DETERMINATION: R1-1

30" x 30"DIAMOND SIGN WITH BLACK LEFT FACING PEDESTRIANIMAGE ON YELLOW BACKROUND WITH BLACK BORDER.

MUTCD SIGN DETERMINATION: W11-2

STOP BARS:A STOP BAR SHALL BE SOLID WHITE AND 24" IN WIDTH. WHEN INSTALLED, ASTOP BAR SHOULD BE PLACED A MIN. OF 14' FROM THE EDGE OF THECROSSING ROAD. IF CROSSWALKS ARE PRESENT, THE STOP BAR SHALL BEA MINIMUM OF 4' IN ADVANCE OF THE NEAREST CROSSWALK LINE. A STOPBAR SHOULD BE INSTALLED PERPENDICULAR TO THE LEG OF THEINTERSECTION IT IS BEING INSTALLED ON.

4'-0

"

14'-0

"

IMAGINARY LINE

STOP BAR SOLIDWHITE 2' WIDE

CROSSWALK

STOP BAR SOLID WHITE(THERMOPLASTIC) 2'WIDE

4" PAINTED YELLOWSTRIP (THERMOPLASTIC)

4" PAINTED YELLOWSTRIP (THERMOPLASTIC)

4"1'

-0"

4"

LOADING ZONE MARKINGAT 20' O.C. MAX.4'-0"

45°

2'-0"

20'-0"

10'-0

"

6" FDOT YELLOW (TYP.)

AS2.2

4

36" M

IN.

A

B

C

A

B

C

A

B

C

A

B

C


Proposed Building



SEAL DATE:

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copyright 2015







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(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

ENGINEERING:


1

A2.1

4,443 SQ. FT. GROSS

FIRST FLOOR PLANSCALE:1/4"=1'-0"

NO

RTH

2'-0"

66'-8"

67'-4"

9'-8" 3'-4" 4'-4" 12'-4" 4'-0" 12'-4" 4'-0" 12'-4" 3'-0"

FLOOR PLAN

A-2.1

08/24/15

69'-4

"

70'-0

"

PROPOSEDBUILDING


FFE = 0'-0"N.G.V.D. 10.5'

2'-4

"6'

-4"

1'-4

"6'

-4"

2'-8

"32

'-0"

2'-0

"3'

-4"

3'-4

"8'

-4"

2'-0

"

70'-0

"

4"69

'-4"

4"

3'-4

"

4"4"

12'-4

"1'

-4"

2'-0

"1'

-4"

12'-4

"1'

-4"

2'-0

"1'

-4"

12'-4

"4'

-8"

12'-4

"3'

-4"

FUTURE TENANT SHALL:-PROVIDE MONITORED ALARM SYSTEMS THAT INCLUDES: GLASSBREAKAGE, MOTION, DOOR CONTACTS, AND PANIC BUTTONS.-REGISTER LOCATION UNDER CITY OF SUNRISE "TRESPASSINGPROGRAM".

ALL WINDOWS AND FRONT DOOR SHALL PROVIDE OPEN VIEW.

NOTES:

DETECTABLEWARNING

RA

MP

DO

WN

CONCRETEPAVERS

4 CUBIC YARDWASTE

4 CUBIC YARDRECYCLE

PROVIDEHEIGHTMARKER ALONGDOOR FRAME

PROVIDEHEIGHTMARKER ALONGDOOR FRAME

PROVIDE WIDEANGLE VIEWER

1 2 3

1

3.1

EAST

EXTERIOR ELEVATIONSCALE:1/4"=1'-0"

2

3.1

NORTH


CEMENT PLASTERFLOAT FINISH(SMOOTH STUCCO)

MATERIAL LEGEND MANUFACTURERMATERIAL ID/SERIES COLOR REMARKSSYMBOL

P-1

P-2

PAINTYOSEMITE SAND(AC-4) BEIGEBONE WHITE(LIGHT BEIGE) --

--

P-3

RT-1

PAINT

PAINT

GLAZING

ROOF TILE

BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

TRULITE

BORAL USA BARCELONA 900 "KHAKI"

ATRIUM WHITE(WHITE)

--

--

--

--

--

--

WHITE ALUMINUM WINDOW FRAMESAND SOLAR GRAY GLASS TYPICAL.INSTALL PER MANUFACTURER'SSPECIFICATIONS

A B C


Proposed Building



SEAL DATE:

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C O N S U L T I N G

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ENGINEERING:


EAST AND NORTH ELEVATIONS

A-3.1

08/24/15

T.O. ROOFELEV=+26'-6"

T.O. PARAPETELEV=+19'-0"

T.O. WINDOWELEV=+10'-0"

T.O. CORNER BANDELEV=+2'-6"

FINISH FLOORELEV=+0'-0"



T.O. WINDOWELEV=+10'-0"



123

ALL MECHANICAL EQUIPMENT LOCATEDON THE ROOF WILL BE FULLY SCREENEDFROM ADJACENT STREET VIEW ANDBUFFERED TO ELIMINATE NOISE

RT-1

1/2" x 1/4" SCORELINES IN CEMENTPLASTER - TYP.WHERE SHOWN

12"4"

P-2

P-2P-2P-2P-2

P-2

P-2 P-2

P-2

P-1

P-1 P-1 P-1P-1

P-1P-1P-1P-1P-1 P-1 P-1 P-1 P-1 P-1 P-1

P-3P-3P-3P-3P-3P-3

P-3 P-3

P-3

RT-1

2'-8"TYP.

2'-8"TYP.

4"4"

P-1 UNDERSIDE OFCANOPY TYP.

CEMENT PLASTERMEDIUM SPRAYTEXTURED FINISH

12"

14"

P-2

P-1

P-1

P-2

P-1

P-1

P-2

P-1

P-1

P-1

P-1

P-2 P-2 P-2

P-2P-2

RT-1RT-1

2'-8"TYP.

4" 2'-8"TYP.

4"


P-3 P-3 P-3

P-1P-1P-1P-1

P-3TYP.


6" RAISED CEMENTPLASTER (SMOOTHSTUCCO) TRIM TYPICAL

SIGN AREA

ADDRESS NUMBER - MIN.10" HIGH

12"4"

CEMENT PLASTER FLOATFINISH (SMOOTH STUCCO)



12"

14"

RT-1RT-1RT-1RT-1

RT-1

RT-1

RT-1RT-1

RT-1

1

3.2

WEST


2

3.2

SOUTH


MATERIAL LEGEND MANUFACTURERMATERIAL ID/SERIES COLOR REMARKSSYMBOL

P-1

P-2

PAINTYOSEMITE SAND(AC-4) BEIGEBONE WHITE(LIGHT BEIGE) --

--

P-3

RT-1

PAINT

PAINT

GLAZING

ROOF TILE

BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

TRULITE

BORAL USA BARCELONA 900 "KHAKI"

ATRIUM WHITE(WHITE)

--

--

--

--

--

--

WHITE ALUMINUM WINDOW FRAMESAND SOLAR GRAY GLASS TYPICAL.INSTALL PER MANUFACTURER'SSPECIFICATIONS









321

C B A


Proposed Building



SEAL DATE:

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C O N S U L T I N G

E N G I N E E R S

ENGINEERING:


WEST AND SOUTH ELEVATIONS

A-3.2

08/24/15


RT-1


P-2

P-2P-2P-2P-2

P-2

P-2 P-2

P-2

P-1P-1P-1P-1P-1 P-1 P-1 P-1 P-1

P-3P-3P-3P-3P-3

P-3 P-3

RT-1

2'-8"TYP.

2'-8"TYP.

4"4"

P-1

UNDERSIDEOF CANOPYTYP.


12"

14"

P-2

P-1

P-2

P-1

P-2

P-2 P-2 P-2

P-2P-2

RT-1RT-1

2'-8"TYP.

4" 2'-8"TYP.

4"

ALL MECHANICALEQUIPMENT LOCATEDON THE ROOF WILL BEFULLY SCREENED FROMADJACENT STREET VIEWAND BUFFERED TOELIMINATE NOISE

P-3 P-3

P-1P-1P-1P-1

P-3TYP.


6" RAISED CEMENTPLASTER (SMOOTHSTUCCO) TRIM TYPICAL

12"4"



P-1

P-2P-2

P-1

12"

14"

12"

14"

12"4"

P-3 P-3

P-1

P-1

P-1

P-1

P-2 P-2 P-2

CEMENT PLASTERFLOAT FINISH (TYP.)(SMOOTH STUCCO)

CEMENT PLASTER FLOATFINISH (SMOOTH STUCCO)



7'-2

"

P-2CEMENT PLASTER FLOATFINISH (SMOOTH STUCCO)

P-3 P-3 P-3

3

3.2

CLOSED END DETAIL

TYPICAL TILE ROOFSCALE: N.T.S.

4

3.2

SCORE LINE DETAILSCALE:3"=1'-0"

5

3.2

TYPICAL RAISED TRIMSCALE:3"=1'-0"

34"1

2"

VAR

IES

PLYWOOD OR MASONRY

CEMENT PLASTER

1 4" 12"

TRUSSES

MEMBRANE ROOFING ONPLYWOOD DECK

FLASHING

CEMENTPLASTER ONMETAL LATHOVER 30# FELTON PLYWOOD

RT-1 RT-1 RT-1 RT-1

RT-1

RT-1RT-1

RT-1

1 2 3

1 2 3

A

B

C

A

B

C

2.4 2.1 2.0 2.1 2.3 2.4 2.5 2.4 2.2

4.5 4.5 4.2 3.3 2.6 2.1 2.0 2.2 2.5 2.7 2.7 2.7 2.3

4.6 4.6 4.1 3.3 2.7 2.2 2.2 2.3 2.6 2.8 2.9 2.8 2.3

4.9 4.2 3.8 3.2 2.7 2.4 2.3 2.4 2.7 2.9 3.0 2.9 2.3

5.1 3.6 3.6 3.4 2.8 2.5 2.3 2.5 2.7 3.0 3.1 3.1 2.2

5.2 4.2 3.8 3.6 2.8 2.5 2.3 2.5 2.7 3.1 3.3 3.0 1.9

4.8 4.8 4.2 3.8 2.7 2.4 2.3 2.4 2.8 3.2 3.4 3.2 2.0

3.9 4.6 4.6 4.0 2.9 2.6 2.4 2.5 2.8 3.2 3.3 3.1 1.9

4.9 4.6 4.1 3.8 2.9 2.6 2.5 2.5 2.8 3.1 3.2 3.2 2.2

5.2 4.1 3.8 3.6 2.9 2.6 2.4 2.6 2.7 3.0 3.1 3.1 2.4

5.1 3.9 3.8 3.5 2.9 2.5 2.4 2.6 2.8 3.1 3.1 3.0 2.5

2.8 2.9 2.3 1.8 5.2 4.5 4.0 3.4 2.8 2.4 2.3 2.4 2.7 3.0 3.1 3.0 2.6

3.5 3.6 2.9 2.0 4.8 4.8 4.3 3.5 2.8 2.4 2.3 2.4 2.6

4.1 4.3 3.7 2.2 4.7 4.7 4.4 3.5 2.8 2.4 2.3 2.3 2.5 2.6 2.6 2.5 2.4

5.1 5.2 4.2 2.6 2.8 2.4 2.3 2.3 2.4

5.6 5.7 5.1 3.8 2.8 2.5 2.3 2.3 2.3

6.1 6.8 6.1 4.5 2.9 2.8 2.6 2.4 2.3 2.3 2.2 2.1 2.0 1.8

6.9 8.7 7.0 5.2 3.8 2.9 2.1 1.7 1.6 1.6 1.6 1.7 1.7 1.8 1.9 1.9 1.9 2.3 2.5 2.7 2.9 2.9 2.8 2.7 2.6 2.6 2.5 2.4 2.3 2.2 2.1 1.9 1.7

2.4 7.2 9.4 7.5 5.7 4.2 3.2 2.3 2.0 1.9 1.9 1.8 1.9 2.0 2.1 2.2 2.2 2.3 2.6 2.8 2.8 2.9 2.9 2.8 2.7 2.6 2.6 2.5 2.4 2.3 2.2 2.1 1.9 1.7

2.6 7.3 9.6 7.8 5.9 4.3 3.4 2.6 2.2 2.2 2.1 2.1 2.2 2.3 2.4 2.5 2.6 2.6 2.9 3.0 3.0 3.0 3.0 2.9 2.8 2.6 2.6 2.6 2.5 2.4 2.2 2.0 1.9 1.7

3.4 6.9 8.6 7.3 5.6 4.4 3.6 2.9 2.5 2.4 2.4 2.4 2.5 2.6 2.8 2.9 3.0 3.0 3.2 3.3 3.3 3.2 3.2 3.1 2.9 2.8 2.7 2.7 2.6 2.5 2.4 2.1 1.9 1.7

3.5 6.3 7.0 6.7 5.2 4.3 3.7 3.1 2.7 2.7 2.7 2.8 2.8 2.9 3.0 3.2 3.3 3.5 3.4 3.5 3.5 3.5 3.3 3.2 3.1 3.1 2.9 2.9 2.7 2.6 2.5 2.3 2.0

3.6 6.0 6.3 5.8 4.8 4.1 2.9 2.9 3.0 3.1 3.2 3.2 3.3 3.4 3.6 3.7 3.8 3.6 3.5 3.4 3.4 3.3 3.2 3.0 2.9 2.8

3.4 5.5 5.8 5.2 4.3 3.9 2.9 2.9 3.0 3.2 3.3 3.3 3.3 3.5 3.7 3.7 3.8 3.7 3.5 3.4 3.4 3.4 3.2 3.0 2.9 2.8

3.1 4.6 5.0 4.7 3.9 3.6 2.8 2.9 2.8 3.0 2.9 3.3 3.3 3.4 3.6 3.7 3.7 3.5 3.5 3.4 3.1 3.1 2.9 3.0 2.8 2.6

2.7 4.0 4.3 4.2 3.6 3.1 2.2 2.0 1.7 1.8 1.7 2.2 2.6 2.8 3.2 3.3 3.3 3.0 2.7 2.4 1.9 1.9 1.7 1.9 2.1 2.1

2.2 3.1 3.3 3.1 2.7 2.1

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400W MH LAMP EA.DARK BRONZE FINISH

MINIMUM DEPTHSHALL BE 10'

#8 AWG TO

POLE DEPTH &

HOUSING 120V

COMPACTED BACKFILL

ENCASEMENT

25'-0

"

REQUIRED BELOW.DEPTH AS

GRADE

HANDHOLE

GROUND RODCOPPER CLAD

8' X 5/8"

IN-LINE WP FUSE HOLDERSJUNCTION BOX WITH BUSSMANSURFACE MOUNTED PVC

EXTRUDED ALUM.

SA

25'

-0"

SB

16'

-0"

REINFORCED CONCRETEENCASEMENT, COLLARIF REQUIRED

6" SQ. STEEL POLEDARK BRONZE FINISH-140 MPH

INTEGRAL BALLAST W/

LIGHTING SHALL BE DESIGNED AND INSTALLED TOMEET SECTION 16-150 OF THE CITY OF SUNRISE LANDDEVELOPMENT CODE.

NOTE:

1'-6"

TYP.

TYP.CURB

1'-6

"


Proposed Building



SEAL DATE:

DRAWING NO.


copyright 2015







(330) 659-6688 Ph.

(330) 659-6675 Fax

C O N S U L T I N G

E N G I N E E R S

ENGINEERING:


SL-1

08/24/15

1

E-3

POLE MOUNTING DETAILSCALE:1/2"=1'-0"

SITE LIGHTING PLAN

DETAIL

SCHEDULES

CS Planning Commision - LoopNet...N.E.G. Property Services Inc. 6218 N. Federal Hwy Ft. Lauderdale,...

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Transcript of CS Planning Commision - LoopNet...N.E.G. Property Services Inc. 6218 N. Federal Hwy Ft. Lauderdale,...