1
GI 150TH AVENUE - STATE ROAD #233 (EAST BOUND LANES) BOCA CIEGA BAY BOCA CIEGA BAY FV FV FV FV FV FV FV FV FV 0'-0" 6'-0" NAVD -6" -6" -1/2" -1/2" 0.00' 6'-0" NAVD 0.00' 6'-0" NAVD 3'-6" 9'-6" NAVD 3'-6" 9'-6" NAVD SLOPE @ 2% STORAGE 102 STAIR A 191 STAIR B 192 TRASH 103 LOBBY 112 ELEVATOR MARKETING 114 WORKROOM 117 CORRIDOR 116 STORAGE 104 MANAGER 118 STOR. 119 SHOP 115 TREAT LOBBY 111 SHOPPING - BAR 131 STAIR C 193 WOMEN 142 MEN 141 RESTROOM 113 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 5 5 4 4 5 5 12 25 9 7 7 5 10 5 18 12 2 13 C-06 6 CALL SYSTEM" AND THE UTILITY OWNER'S) BEFORE BEGINNING WORK THIS PROJECT-PROCEED WITH CAUTION-CALL "SUNSHINE STATE ONE ABOVE GROUND OR UNDER GROUND UTILITIES MAY BE IN THE AREA OF 1-800-432-4770. (48 HOURS IN ADVANCE) UTILITY WARNING NOTE: Minimum clear height throughout the garage shall be seven feet zero inches and shall be eight feet two inches for van-accessible parking spaces including ingress and egress drive aisles to these spaces. HORIZONTAL CONTROL PLAN PROPOSED DRAINAGE INLET HANDICAP PARKING PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY PROPOSED PERVIOUS PAVEMENT YARD DRAIN PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT SIDEWALK SITE LEGEND EXISTING ASPHALT PAVEMENT (ROADS) SEE ROAD IMPROVEMENT PLANS BY OTHERS, FOR F.D.O.T. DRIVEWAY CONNECTION 10 PARKING SPACES EXISTING EDGE OF PAVEMENT S/W 10 SIDEWALK TYP TYPICAL SIGHT TRIANGLE R5' 5' RADIUS LINEAR FEET LF SQUARE FEET SF SYNERGY Civil Engineering, Inc. 2451 McMullen Booth Road, Suite 200 Clearwater, FL 33759 Tel. (727)796-1926 Cell (727) 470-1344 www.synergycivileng.com THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. COPYRIGHT 2007. Copyright 2018 Consultants Notes: Revisions: By Appd. Date Submitted: By Appd. Date BY A REGISTERED ENGINEER NOT VALID UNLESS SIGNED & EMBOSSED THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIED WITHOUT WRITTEN PERMISSION FROM SYNERGY CIVIL ENGINEERING, INC. ゥ COPYRIGHT 2018. NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER NOT VALID UNLESS SIGNED & EMBOSSED SYNERGY CIVIL ENGINEERING, INC. MICHAEL J. PALMER, P.E. LIC. NO. 63743 Title Project No. Scale: Drawing No. Sheet Revision No. AS NOTED 07-09-018 of Project / Client: Holiday Isle Resort 150th Avenue- State Road No. 233 City of Madeira Beach, Florida Seal: 1) 2) 3) 4) 5) SYNERGY Civil Engineering, Inc. 15 3 1 2 3 4 5 Date: 08-04-2018 6) 6 7 8 9 PRINTED: 08/02/2019 FILE: C:\Dropbox (SCEI)\SCEI 2018 PROJECTS\07-09-18-HOLIDAY ISLE\Dwg\Xref08-09-018-TB.dwg No. 63743 L I C E N S E STATE OF P R O F E S S I O N A L E N G I N E E R F L O R I D A M I C H A E L J . P A L M E R ARCHITECT SURVEYOR Duel & Associates, Inc. 565 South Hercules Avenue Clearwater, FL 33764 Ph: (727) 822-4151 LANDSCAPE ARCHITECT Copley Design Associates, Inc. 12575 US 19 North Clearwater, Florida 33764 Ph: (727) 787-2840 email: [email protected] Madeira Beach Project, LLC 305 Cambridge Street Suite 3 Cambridge, MA 02141 N SCALE: 1" = 0' 30 30' 60' Behar Peteranecz, Inc. 2430 Terminal Drive S. St. Petersburg, FL 33712 Ph: (727) 488-9490 Fx: (727) 478-3074 CERTIFICATE OF AUTHORIZATION No.27692 MJP MJP 03-18-19 F.D.O.T. (Drainage) MJP MJP 03-28-19 City Comments MJP MJP 05-15-19 City / County Comments MJP MJP 07-10-19 City Comments 9' 24' 9' 24' 24' 24' 24' 24' 24' 24' 9' 18' 13' 24' 9' 18' 3' 24' 9' 18' 24' 24' 24' 24' 20' 18' 5' 5' 5' 30' 10' 18' 9' 3' 3' 5' 5' 5' 7' 27' 24' R12' R4' R7.5' R7.5' R3' R3' R3' R3' R50' R15' R3' R8' R3' R3' R4' R3' R6' 15' 28' 12' 12' 12' 12' 12' 12' 20.2' 20' (1) 24" WHITE STOP BAR (1) R1-1 STOP SIGN (TYP.) RAMP 5% MAX. 10'X10' LANDING 10' BOARDWALK (MATERIAL TO BE DETERMINED) PROPOSED DUMPSTER ENCLOSURE (SEE DETAIL) CONNECT TO EXISTING PAVEMENT FLUME (SEE DETAIL) 14.5' 14.5' NEW 5' WIDE CONC. SIDEWALK PER FDOT INDEX NO. STANDARD PARKIG 6" WHITE STRIPE (SEE DETAIL TYP.) ALL CURBS TO BE F.D.O.T. "D" CURB PER INDEX NO. ALL CURBS TO BE F.D.O.T. "D" CURB PER INDEX NO. 22.8' 113.6' 163.1' 24' 26' STEPS TO MEET FLORIDA BUILDING CODE N SCALE: 1" = 0' 30 30' 60' PARKING AREA BELOW BUILDING PARKING AREA BELOW BUILDING DROP-OFF Minimum clear height throughout the garage shall be seven feet zero inches and shall be eight feet two inches for van-accessible parking spaces including ingress and egress drive aisles to these spaces. 2 2 ADA BUILDING ENTRANCE ADA BUILDING ENTRANCE ADA BUILDING ENTRANCE 4

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0.00'6'-0" NAVD

3'-6"9'-6" NAVD

3'-6"9'-6" NAVD

SLOPE @ 2%

STORAGE102

STAIR A191

STAIR B192

TRASH103

LOBBY112

ELEVATOR

MARKETING114

WORKROOM117

CORRIDOR116

STORAGE104

MANAGER118

STOR.119

SHOP115

TREAT

LOBBY111 SHOPPING - BAR

131

STAIR C193

WOMEN142

MEN141

RESTROOM113

20 21 22 23 24 25 26

VITREOUS CHINAURINALSTEWARDK-5244-ET

VITREOUS CHINAURINALSTEWARDK-5244-ETVITREOUS CHINA URINAL STEWARD K-5244-ET

6 6 6 6 6 6 6 6 6 6 6

4 4 4 4 4 4 4 45 5 44

5

5

12

25

9 7

7 5

10

5

18

12

2

13

C-06 6

CALL SYSTEM" AND THE UTILITY OWNER'S) BEFORE BEGINNING WORK

THIS PROJECT-PROCEED WITH CAUTION-CALL "SUNSHINE STATE ONE

ABOVE GROUND OR UNDER GROUND UTILITIES MAY BE IN THE AREA OF

1-800-432-4770. (48 HOURS IN ADVANCE)

UTILITY WARNING NOTE:

Minimum clear height throughout thegarage shall be seven feet zeroinches and shall be eight feet twoinches for van-accessible parkingspaces including ingress and egressdrive aisles to these spaces.

HORIZONTAL CONTROL PLAN

PROPOSED DRAINAGE INLET

HANDICAP PARKING

PROPOSED CURB

SITE BOUNDARY LINE

CENTER LINE OF ROAD

RIGHT-OF-WAY

PROPOSED PERVIOUS PAVEMENT

YARD DRAIN

PROPOSED BUILDING

PROPOSED ASPHALT PAVEMENT

PROPOSED CONCRETE PAVEMENT SIDEWALK

SITE LEGEND

EXISTING ASPHALT PAVEMENT (ROADS)

SEE ROAD IMPROVEMENT PLANSBY OTHERS, FOR F.D.O.T.DRIVEWAY CONNECTION

10 PARKING SPACES

EXISTING EDGE OF PAVEMENT

S/W

10

SIDEWALK

TYP TYPICAL

SIGHT TRIANGLE

R5' 5' RADIUS

LINEAR FEETLF

SQUARE FEETSF

SYNERGY Civil Engineering, Inc.2451 McMullen Booth Road, Suite 200Clearwater, FL 33759Tel. (727)796-1926Cell (727) 470-1344www.synergycivileng.com

THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIEDWITHOUT WRITTEN PERMISSION FROMSYNERGY CIVIL ENGINEERING, INC. © COPYRIGHT 2007.

Copyright 2018

Consultants

Notes:

Revisions: By Appd. Date

Submitted: By Appd. Date

BY A REGISTERED ENGINEERNOT VALID UNLESS SIGNED & EMBOSSED

THESE PLANS MAY NOT BE COPIED AND/ OR MODIFIEDWITHOUT WRITTEN PERMISSION FROM

SYNERGY CIVIL ENGINEERING, INC. © COPYRIGHT 2018.

NOT VALID UNLESS SIGNED & EMBOSSEDBY A REGISTERED ENGINEER

NOT VALID UNLESS SIGNED & EMBOSSEDBY A REGISTERED ENGINEER

NOT VALID UNLESS SIGNED & EMBOSSEDBY A REGISTERED ENGINEER

NOT VALID UNLESS SIGNED & EMBOSSED

SYNERGY CIVIL ENGINEERING, INC.

MICHAEL J. PALMER, P.E. LIC. NO. 63743

Title

Project No. Scale:

Drawing No. Sheet Revision No.AS NOTED07-09-018

of

Project / Client:Holiday Isle Resort150th Avenue- State Road No. 233City of Madeira Beach, Florida

Seal:

1)

2)

3)

4)

5)

SYNERGYCivil Engineering, Inc.

15 3

1

2

3

4

5

Date:08-04-2018

6)

6

7

8

9

PR

INTE

D: 0

8/02

/201

9FI

LE: C

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(SC

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Xref

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9-01

8-TB

.dw

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No. 63743

LI C E N S E

STATE OF

PR

OF

ES

SI ONA L E NG

I NE

ER

FL O R I D A

MIC

HA EL J. PA LME

R

ARCHITECT

SURVEYORDuel & Associates, Inc.565 South Hercules AvenueClearwater, FL 33764Ph: (727) 822-4151

LANDSCAPE ARCHITECTCopley Design Associates, Inc.12575 US 19 NorthClearwater, Florida 33764Ph: (727) 787-2840email: [email protected]

Madeira Beach Project, LLC305 Cambridge Street Suite 3Cambridge, MA 02141

N

SCALE: 1" =

0'

30

30' 60'

Behar Peteranecz, Inc.2430 Terminal Drive S.St. Petersburg, FL 33712Ph: (727) 488-9490Fx: (727) 478-3074

CERTIFICATE OF AUTHORIZATION No.27692

MJPMJP 03-18-19F.D.O.T. (Drainage)MJPMJP 03-28-19City CommentsMJPMJP 05-15-19City / County CommentsMJPMJP 07-10-19City Comments

9'

24'

9'

24' 24' 24' 24' 24'

24'24

'

9'

18'

13'

24'

9'

18'

3'

24'

9'

18'24'

24'

24'

24'20'

18'

5'

5'

5'

30'

10'

18'

9'

3'

3'

5'

5' 5'

7'

27'

24'

R12'

R4' R7.5' R7.5'R3'R3'

R3'

R3'

R50'

R15'

R3'

R8'

R3'R3'

R4'R3'

R6'

15'

28'

12'

12'

12'

12'

12'

12'

20.2

' 20'

(1) 24" WHITE STOP BAR(1) R1-1 STOP SIGN (TYP.)

RAMP5% MAX.

10'X10'LANDING

10' BOARDWALK (MATERIAL TO BE DETERMINED)

PROPOSED DUMPSTERENCLOSURE (SEE DETAIL)

CONNECT TOEXISTINGPAVEMENT

FLUME (SEE DETAIL)

14.5'

14.5'

NEW 5' WIDE CONC.SIDEWALK PER FDOTINDEX NO.

STANDARD PARKIG6" WHITE STRIPE(SEE DETAIL TYP.)

ALL CURBS TO BEF.D.O.T. "D" CURBPER INDEX NO.

ALL CURBS TO BEF.D.O.T. "D" CURBPER INDEX NO.

22.8'

113.

6'

163.

1'24

'

26'

STEPS TO MEETFLORIDABUILDING CODE

N

SCALE: 1" =

0'

30

30' 60'

PARKING AREABELOW BUILDINGPARKING AREA

BELOW BUILDING

DROP-OFF

Minimum clear height throughout thegarage shall be seven feet zeroinches and shall be eight feet twoinches for van-accessible parkingspaces including ingress and egressdrive aisles to these spaces.

2

2

ADA BUILDINGENTRANCE

ADA BUILDINGENTRANCE

ADA BUILDINGENTRANCE

4