OWNER: SOUTH SHORE COMMUNITY CHURCH INC 1899 S TUTTLE AVE SARASOTA, FL, 34239-3113

DWG. NO.

INDEX TO DRAWINGS

DESCRIPTION

ENGINEER: AM ENGINEERING, INC. 8340 CONSUMER CT. SARASOTA, FL. 34240 (941) 377-9178 EB #4334

SURVEYOR: WEBER ENGINEERING & SURVEYING INC. 4596 ASHTON ROAD SARASOTA, FL. 34233 (941) 921-3914 EB #4010

1 COVER SHEET

2 EXISTING CONDITIONS

3 MASTER SITE PLAN

PROJECT LOCATION

ARLINGTONSi

LEGAL DESCRIPTION BLK 0, LESS 'THE 158.3 FT OF THE NORTH HALF THEREOF. RESUBDMSION OF A PART OF RIO VISTA, A SUBDIVISION RECORDED IN PLAT BOOK 3, PAGE 57, OF THE PUBLJC RECORDS OF SARASOTA COUNTY, FLORIDA; LESS RIGHT-OF-WAY FOR 1917TLE AVENUE DESCRIBED IN OFFICIAL RECORDS BOOK 791, AT PAGE 867 AND °FRCP& RECORDS BOOK 2542 AT PACE MOO. OF THE PUBLIC RECORDS OF SARASOTA COUNTY, FLORIDA.

II)

YE

LOCATION MAP

LAT.TUDE: N2731'67.5 LONGITUDE: W8251'30.3"

HILLVEW ST

••■■

DRC PLANS - OCTOBER 12, 2018 FOR

SOUTH SHORE COMMUNITY CHURCH BUILDING EXPANSION

SECTION 28, TOWNSHIP 36 SOUTH, RANGE 18 EAST

SITE DATA: PID: 0055130036 ADDRESS: 1899 S TUTTLE AVE, SARASOTA FL, 34239 ZONING: RMF-1 PROPOSED USE: CHURCH EXISTING BUILDING FLOOR AREA: 16,786 G.S.F PROPOSED BUILDING FLOOR AREA: 19,691 G.S.F FLOOR AREA RATIO: 0.16 (0.5 MAX) PROPOSED BUILDING COVERAGE: 16% (25% MAX) PROPOSED SETBACKS:

FRONT: 30' SIDE: 15' REAR: 15'

PROPOSED HEIGHT: 26.0 (35' MAX) LOT AREA: 124,783 (2.87 AC) (10,000 SQ FT MIN)

PARKING: 1 SPACE / 5 SEATS IN CHAPEL 200 SEATS /5 =40 PARKING SPACES PROVIDED: 62 ASPHALT

AREA: 124,783 SF (2.87 AC 100%) EXISTING IMPERVIOUS AREA: 54,102 SF 1.24 AC (43.3%) ADDITIONAL IMPERVIOUS AREA: 1,889 SF (0.04 AC 1.4%) PROPOSED IMPERVIOUS AREA: 55,991 SF 1.28 AC 44.8%) PROPOSED OPEN SPACE: 68,792 SF (1.58 AC 55.0%)

UTILITIES: WATER SERVICE, FIRE BFP, AND SEWER SERVICES ARE PROPOSED

ENGINEERING, INC

STORM WATER: THIS SITES STORM WATER SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE 57,325 SF OF IMPERVIOUS AREA. THE EXISTING IMPERVIOUS AREA IS 54,102 SQUARE FEET, WE ARE PROPOSING TO ADD 2,215 SQUARE FEET OF ADDITIONAL IMPERVIOUS AREA FOR A TOTAL OF 56,317 SF

REVISION INDEX BY: DART REV. / DESCRIP11011: CDC 01/25/19 i CITY OF SARASOTA COMMENTS Elk 03/05/19 2 cny OF SARASOTA COMMENTS

Existing San ( —Manhole

Rim=18.86 Inc =14.37

FND. 5/8" CIR w/Cop

#3888

z

• / .

r6:0 . 17-.7 0.24"-OAK — •

II /7 024" OAK

I!

1.:11 7 41

II

I

11

024' OAK

OPAL

Flag Pole

[PALM

Sign

f

:onc I'eel

2471ne A

26"Pine

Cron

Si Conc. Sidewalk

Conn SidewoIkN89 ° 45 32 ”E -Power Pole

226 Cf.

Conc. Drive & Parking

,M.E.S. Inc. 17 77

Conc. Drive

HOPE

Conc. Drive 14"x23' RCP

ciPAUd

r Fire Hydrant— \cop Nut=21.83

Cowered _1 Kt Entry

Water Meter. L

(Grass OPAUA - Gras. DpAu.;`,

'nigh

Elec. I ...in, CLFence

— 21.13, Cone Pre w/A/C Equip

109.5'

Existing C.B.BIdg.

F.F.=20.08

Existing 1 Story Dooley

#1834 /1835

Existing I Story

C.B. Residence 12840

ARLINGTON STREET (50' Public R/W)

(Asp h.Pvmt.)

E/P

Power Pole

Grass

PT. Block "D" Area = 2.86 AC±

&Ming eStubstitt Inv..111213

souo

o'og

"w

....... Light =_--_

S89°45'32 -W 590.35 . -Pole `

Stormwoter Detention Area

C.O.

039" OAK

■■■■••

r—Sr iConi c. Sidevralk

CITY OF

SARASOTA

•:-.L!.R.-,A=. , ,- 7

COUNTY

11(

"ifER/MG 8VC. StAi MOM% TARatIOSOIX, 34244 .9 •ioN

PHONE: (941) 377-9178

EXISDNG CONDMONS ARE FROM SURVEY POh1DED/ BY WEBER ENGINEERING & SURVEYING INC. ;

to S. SHAWN LOSS. PE

29 / 18

FLORIDA CERTIFICATE NO: 41078

LNECT

/A2

SCAM 1"■20'

APPROVED Ern

`"SOUTH SHORE COMMUNITY CHURCH 'EXISTING CONDITIONS

LAW

m ov'

4.

s1g

. PLO

'ELEVATIONS ARE NGVD 1929 DATUM DATED-1'1/16/18I

"'SOUTH SHORE COMMUNITY C.1t3'R1-11 * REVISIONS DESCRIPTION

CRY OF SAFULSOTA COMMENTS

LINE

20" OAK o.

Oou 1 -

9 59 9 ; Cone Grote ,

Grose

Conc. Drive dic Parking

88

Site Benchmark 44, Mag Nail 8c Disk

Elev.-18.80

Existing C.B.BIdg. (Church)

F.F.=20.14 # 1899

S. Tuttle Avenue

Covered Walkway

U

77. n

ELHLITIO . Existing Inv.-1E11

Existing esto.ut In.-l87

F°

35.9' 47.5' A/C Slab

Grass

Grass

sylotier Valves

H I LLVI EW STREET (50' Public R/W)

(Asp h. Pvmt.)

CALL BEFORE YOU DIG! "SUNSHINE STATE ONE—CALL CENTER"

1 —800-432-4770 THE CONTRACTOR SHALL NOTIFY "SUNSHINE STATE ONE-CALL CENTER' AND ALL OTHER UTILITIES FOR LOCATION OF EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION.

Cone Drive & — Parking

IV Conc. Drive & Parking

APPROXIMAIE LOCAlION 6' WI/

ConC -Sideviodr

90.0'

Cone. Walk

ronc. iS.aewais.

Gui ,Wire

PALM ig

cg),

Shall

N89°45'32”E 186.30'

Light Pole

X

4' C.L. Fence r

013" OAK

4' Conc.

7- Sidewalk

- 6" 146

BY DATE

FND. 5/8' DA

w/Cap

7 #3866

N89'45'32"E 400.04'

11

44°43'07"E 28.31'

024* OAK

RESTROOMt

20" OAK °

OFAIJA

opALAI

I PROPOSED STAGING AREA I FOR RECYCLING CONTAINERS .

EXISTING SS • CLEANOUT (GYP.)

PALM a

EXISTING BUILDING'

LAND USE: CH7.I I ZONING: RMF-1

RF:r.1R E 771

PROPOSED YARD .1. INLET (TIP.)

PPRROOPPOSSEEDD 1.,PPLALAYYGGRROOUUNNDDC EECOUUIIPPMMEENNTT.

'EXISTING BUILDING

EXISTING BUILDING I

7777

PROPOSED BUILDING EXPANSION

PROPOSED . STABILIZED SHELL '

DRIVE FOR , GARBAGE TRUCK

6 AC -±

PROPOSED 12,12 DUMPSTER ENCLOSURE Vi/ 10' SLAB. 8 YD DUMPSTER (2) 90 GAL RECYCUNC CONTAINERS

MIN

b

_ __HPROPOSED 4' FNCE I

7-77/2,7777,

7>77,

X

X

X

013' OAK

14" 00.16

I LAND USE: RESIDENTIAL 1 ZONING: RMF-1

CO

RP

OR

AT

E LI

MIT

S

CfA

ARLINGTON STREET

Do

[ PROPOSED I SS CLEANOUT

038* OAK

Water Meter,

589 4532W 590.35

DESCRIPTION CITY OF SARASOTA COMMENTS CITY OF SARASOTA COMMENTS

!Herr: • nimigsnr.".wmel

CONTRACTOR SHALL LOCATE EXISTING ON SITE WATER UNES TO DETERMINE BEST ROUTE TO CONNECT RESTROOMS TO WATER SYSTEM.

BEES ALL TREES AND PALMS TO REMAIN

PROPOSED BUILDING ADDITIONS

ADDITIONAL IMPERVIOUS AREA

ET I DATE CTK 01/29/19 "'IT 103,05/19

CALL BEFORE YOU DIG! "SUNSHINE STATE ONE-CALL CENTER"

1-800-432-4770 THE CONTRACTOR SHALL NOTIFY -SUNSHINE STATE ONE-CALL CENTER' AND ALL OTHER UTILITIES FOR LOCATION OF EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION.

REVISIONS

LANE/ USE: MEDICAL PROFESSIONAL ZONING: CPU 1 COMMERCIAL

VEHICLE LOADING

ZONE

7AM-6PM

1 MONDAY-FRIDAY ,

PROPOSED SIGN

015' OAK = = =

EXISTING WATER SERVICE "-,43

83

SHALL BE CAPPED AT I ' THE MAIN REMOVED (1YP.) L

EXISTING FHA

Water Valves

i

APPROXIMATE I LOCATION I

EXISRNG 6• WM

Site Benchmark Mag Nail & Disk

HILLVIEW STREET Elev =18.80

012 OAK a-

0. GROWNNO: 41078 LWSN127-03

' SOUTH SHORE COMMUNITY' CHURCH "")rtutii'4 "'" MASTER SITE PLAN '"EE".°'

,'VCIA,EFR/A,G. INC

I 14240

PHONE: (941) 577-9178

'

PALM

PROPOSED LOADING ZONE SIGN WITH

HOURS (SEE DETAIL)

R/W LINE

///////////

RELOCATED STORAGE SHEDS

-

tellna San. S. 11.1-18.813 MD. 5/8' CIS

,/Cop #3888

E/p

-Inot.I nC2-- 9 -- -Oft 15.10-rr. 17.7. 17.8 =- _1122

Power 12.6 Pole FM. 3/4' 1.18Ipe

(140 #)

1 r

1-1 N89'45 . 32"E 188.30'

Job I 040:15 Sep 1gg 3-

a m

Checked by

NOTES: 1. Subject to all easement, and restrictions of record.

m 2. Improvements such as, but not limited to, under ground utilities, hove not been l landscape features, etc. ha ocated or graphically shown,

most recent fi 3. Dote of Feld surves 1/12/18 4. This property appears on FEMA Flood Map 01211500134 F ,dated 11/4/2010,

Zone: X X 5, This survey performed with- without -benefit of Title Abstract.

S. Bearings, If shown, based on the South 0/9 line of Arlington St. having a bearing assumed.

7, Elevations baffed on Sarasota County Benchmark with a published elevation of NG* 1929.

8. No lot line eosenlents shown on recora plat. 9. The expected use of the lond, as classified in the Minimum Standards of

Practice (5,1-17 PAP). 'Commercial/Hi gh Risk'. The minimum relative distance accurac y for thle type of boundor y survey Is 1 foot In 10,000 feet The accuracy obtained by measurement 0114 calculation of

o a closed geometric figure we found to exceed thls requirement, 7. Elevations based on Cit y of Sarasota Benchmark L-22

with o published elevation 01 19.35 NGVD 1929,

LEGEND: End. Found P,C.P, PeSTOnant Control 10011 Pro Pro-rated Olsten. P.1,14. Perrnonent Reference 1.10.nuntertl 0.4. Concrete Monument (8) Indlool& Scala Bearing N North C.LF. Chain Lk& Fence 5 South 0.8. Concrete Block E Cost Den em t. Coeent W West 11.12./Pa. Plat Soak/Page P Plat Dimension 0.8./Pg. Official Record suck/Page 1.7 Measured Dimeneron Str. Structure 0,0.0. Right of way flo Radius of Curve SIP Edge of Powmont es Delto of Curve O Deed Dimension L. Arc Length of Curve 0,3 . Overall DImenelon Ch. Chore/ Length of Curve 13-81 book to Cook Curb Obeenelen •15.7 Indicates Soot Devotion O.U.L Overhead Utility Lb.

0 Indicates o 5/8" I Rod w/Cap #3888 Set

Certified to: South Shore Community Church, Inc.

SURVEYOR'S CERTIFICARON

I hereb y certify that this boundary and topograqphic survey was prepared under my direction and supervielon, that It Is a true representation of the land as shown end described hereon

an to the best of my knowledge d bale and that It meets the "Standard. of Practice for land 9urveying In the State of Florida' Chapter 5.1-17, Florid° Administrative Code pursuant to Section 472.027 Florida Statutes.

Date of Certificate:

Lawrence R.Weber Professional Land Surveyor Florida Certificate No. 31388 (Not valid unison embossed with origInol Surveyor's Seal)

LINE

222

ARLINGTON STREET (50' Public VW)

(Asph.Pyrnt.)

N44'43.07E 26.31 '

2010

Conc. Drive

0. I I 8010.18d 1002•0

Existing C.B.BIdg. (Church)

F.E.=20.14 # 1899

S Tuttle Avenue

119.2 70 C.O.

- ftr,es ,

I T •/AA 80.0. .12.0

I L . L z.,

Gross xi.,

0.Frtsa

PT. Block " D " Area = 2.86 AC±

35.2'

Existing C.B.BIdg,

F.E.=20.08

105,5'

19 47.5'

12.1 e t. 19.5 .tes ii ui2

FND. 3/4" 1.Pipe 440 a)

A/C Slab

Sidewalk

0.76 .10.7

19.78 00.0'

it

19.0i o

Cato. Dan 14.s.23' RCP

Ze„ 1=1 . 83 „19.1

LI1 9.20

Mr I 12-2

=== 0.111.5 0313. OAK = 19.2 OrrM

.19.1 0 12.1

4%4" CAC Pod.

ii('9)

10.4

PALN

.20.■

Conc. 1421

aWNE19'45'32"E 400.04' = = =_-

Grass ME!

7M-6sAtq.s- 094. OAK -°- Invm12.75 024 OAK

810.3 024. OAK

210.3 0 19.0

OPALY

flop Polo

0 18.7

728.0'

.19.71 .80 21.

028.7 1

Cong..41/7 &

.10.2

24.2Ine A

p

..- 1&DD - 9=302

8.7 lbw o one

X Fen. -

1 4;" x taw

Woos

4' CI. Fano. 00.2 II

OILS

Stormwoter Detentleowleas .12.2

rergidgidegyde gc4= = = = 10.7 I - 0 83

.10.50 CORPORATE LIMITS

Outlet Contr01 Shveltara Top-l0.07

r1:1178..91IP 0.0111.1111.70

1 Irks

„I.. .10.7 AIN

mid __Alla 8.0

2010 1.1

00-1026

•121.1.01

PT. BLOCK C.

EastIng I May 08010.8

B 34 pass

and

,10.17 10.1

PT. BLOCK D

LE:dsting story

c0.. Samna. 12042

,90.7 10.8

61,9c w.1.,

Cone. Price & Parking

.22.25 20. OAK,

'ig. .0911,vge &

1.4.2

0 18.0

08.8 .117

•di 19.4

boos

Li

5' Conc. 050.10014 4. 5 Cone. 5121.10.11k Nom

0.8 E/P

5' Cone, Sawa!

Site Benchmark a, Meg Nail & Disk

Elev,18.80

HILLVIEW STREET (50' Public R/W)

(Asph.Prmt)

I Benchmark

7" I1.5 I 1---R*23f.

(No #) End. 3/4 I. P ipe

CITY OF SARASOTA in,„ 14.131

Elev.- 18.04

SARASOTA I COUNTY

02.2 4 . 3

LINE

NGVD 1929 DATUV FOR NAVD 88 DATUM SUBTRACT 1.06

LE_GAL01.6011F2T

Block D", Less the East 186.3 feet of the North half thereof, Resubdivision of a port of Rio Vista, a Subdivision recorded in Plat Book 3, Page 67, of the Public Records of Sarasota County, Florida; Less right -of-way for Tuttle Avenue described in Official Records Book 791, at Page 867 and Official Records Book 2642 at Page 2800, of the Public Records of Sarasota County, Florida.

MENG MEM ARM

Lie PROPOSED ANNTIONS:

VTOL BULDING ' - -

MATCH LINE to. lAptat

MATCH LINE

g 4 CD'Ir

, L)

etr 4mn'tt 6, 1-

c•V

GATHERING/SOCIAL

MULTIPURPOSE 11351

[ 1 361 PLATFORM

BILLIARDS KITCHEN

11391 11401

SI

STOR. 11811i*tar-111111211 11111

NEW 3 . -6"HIGH vNYL FENCE KTH GATE

MULTIPURPOSE

PLATFORM 11371

1

7.=

1 :1

DRC

(19-

SP- 0

2) ufl

HALL 1■1.

GATHERING/SOCIAL

ATECTiogignAhl 1"--- NEW 6'-0"HIGH IANYL FENCE TO

SCREEN NEW MECHANICAL EQUIPMENT PER SECTION VI-304(3)

MECH.

CLASSROOM [128[

HALL 11261

t, CLASSROOM

STOP. 11291

,1• L130 1

HALL I I

CLASSROOM 1123,

131[

1 1321

'Jr-Aq MULTI — PURPOSE 1 1331

SANCTUARy 1 1121

CLASSROOM 11343

11111TT1

CLASSROOM CLASSROOM I

WAS 323

2305

1001 ESL

Cbdst IML Scale 80 9252 51111. 02/11/2019 &FLOOR PLAN

ve r-o•

NEW CANOPY STRUCTURE TO REPLACE EXISTING CANOPY

MATCH LINE

+.75:

I A'

—ACKET. - SLOPE 1/4'

PER .FIDOT. M94. CENTER PARAPET WALL WITH NEW

; IlEOFANICAL UNIT SLOPE lir PER FOOf +143

\I

MATCH LINE

TLAT ROOF PARAPET SCREENS NEW ROOF TOP UNIT PER

I SECTION 41-304(3)

SLOPE 1/4 PER FOOT .

+14.75

FLAT ROOF PARAPET SCREENS NEW ROOF TOP UNfT PER SECTION VI-304(3)

ru-usa:ALBSI I 11F- - —

DR

C (19

-SP-

02)

PP/BOG

Clmkut DIAL

Soft AS NORM M. 02/11/2019

ROOF PLAN Nod's,

vs.. 1,o.

A-2

ACKET SLOPE 1/4.

I PER FO3T

- SLOPE 1/4' . PER FOOT

+6.25 SLOPE

1/4" PER FOOT

+1

DONALD W. LAWN

NEW CANOPY STRUCTURE TO REPLACE EXISTING CANOPY

TRUSS ROOF RIDGE SCREENS NEW ROOF TOP UNIT PER SECTION VI-304(3)

TCP CF PAII.APET,

EXTERIOR 13.EVA11ONS KEYNOTES 0 I.HOFIVATtITHHECxtEsMIEIT PLASTER EXTERIOR FINISH

e ,.CF/1.0LR TO BE DETAINED BY ARNIECT

e WINDOW, SEE SCHEDULE FOR ANGORA'. INFORMATION

I® GUTTER & DOWNSPOUT MEM

e NEW YAWL% & SOFFIT 70 MATCH LUSTING I

0 gE NOTES &ETARGETS 'PROWS FOR WALL 71PE

e 000R, SEE SCHEDULE FOR ADDITIONAL INFORMATION

0 METAL COVERED YAM BY DRUCK OR EQUAL

® SHINGIE FEIGNED ROOF

<DI POT USED

CI) ,---,.

STUCCO CONTROL JOINT

,, , METAL CANOPY BY DITHER OR EQUAL

0 EAST EXTERIOR ELEVATION

GOPOINT OF TRUSS

—

TOP OF FLAT ROOF, 21,6`

RN

TOP OF PARAPET - • ." --- 1_10P_OF CANOPY

10Ce /OA

TOP OF CANOPY •

ALL ELEVATION HEIGHTS REMSED TO BE FROM FINISHED GRADE.

° WEST EXTERIOR ELEVATION

TOP OF CANOPY

cfa:17- ; :::'- ]

tafiN;W:7-7

VEr = 1'-o•

,FINISHED FLOCR

' b11 - --t . ,

, . .

-

'

DRC

(19 -

SP-0

2)

A . LARSON

* .F13EII PRASE Now FR/RAT

DAIL

E cam AS NOTED PPIN 02/11/2019

<110 417eOfA.PaAP41"-t

TOP OF F LAT 1991=

47.7

FINNED FLOCW

GRADE

'

TOP OF PARAPIr,

TOP OF RAT JOOF,

'-R7}

FINISHsm 1E2L-04,OR

FINISHED GRADE * NORTH EXTERIOR ELEVATION I. 3

vr

TOP OF CANOPY

SOUTH EXTERIOR ELEVATION

111 *00FASA:HE

- - 1-- 1. , • .1 . • . jp

;

FLoog_. 0-C.r

\ FINISHED GRADE .7d:NT

REI

LJ

- TAPERED CONCRETE WASH

ILLPE

CONCRETE FILLED DOUBLE KNOCXCUT COURSE 0/ (1) #5 BAR HORIZONTAL MT. EACH COLIPX

6' DOCK CONCRETE sin w/ (2) LAYERS OF 6X6/ WINIWI.4 WELDED WIRE MESH

COMPACTED POISONED PILL. PROVIDE TERMITE TREATMENT OF SOIL BELOW GROUND FLOOR SLAB. USE DURBAN TC, DOW CHEMICAL 00. 1.0 PERCENT IN WATER ENVISION.

CONCRETE STCP, CC4IT.

LADDER TYPE WALL REINFORCEMENT EVERY 0111E10 COURSE

— CEMENT PLASTER OVER GNU, TIP. PANT TO MATCH THE BUILDING

- #5 BAR VERTICAL, SEE PLAN FOR LOCUMS, Tr.

-7 IiJfjI 11T L91441E.71"1°R2m'

(

SECTION 0 SIDE WALL/FRONT CURB I/O. '-o•

(I) 14 BARS HORIZONTAL, CONT. LAPPED AROUND CORNERS

EXPOLL laSON

12'-tr

is BAR VER1CAL AT EACH CORNER AND AT 24' D.C.,

2,0" WIDE X 1 .-6' DEEP CONCRETE MONOLITHIC FOUNDATION WI (3) #0 BARS HORIZONTAL, CONT.

TI

CONCRETE MONOLITHIC r "ADE% 1 .-8. DEEP I

FOUNDATION WI (I) #4 BARS HORIZONTAL CONT.

\- 6* THICK CONCRETE BLAB WI (2) LAYERS OF (00/1911.4n1.4 WELDED WIRE MESH

SLOPE

...NOTES*

SEE CIVIL DRAWINGS FOR LOCATICN h ADDITIONN. INFORMATION.

VERIFY ALL DILIENSONS OF SLAB AND GATES BITE SARASOTA COUNTY/WASTE MANAGaIENT REQUIREUENTS PRIOR TO CONSTRUCTOR.

#5

AI .41.,F.1

DRC

(19-

SP- 0

2)

SERBS 0UMP5I011 DIABOON PRIOR TO CONSTRUCTION \k,

DUMPSTER FOUNDATION PLAN 2

1/4' a l'-o •

MEL

VERIFY DUMPSTDI DIMENSION PRIOR TO CONSTRUCTION BAD VERICAL AT 24' 0.C., TIP.

6' STEEL PIPE DOURO FILLED WI CONC.

CEMENT PLASTER FINISH, TIP. PAINT TO ' MATCH DI BUILDINGS.

PROVIDE (3) SETS OF STEEL HINGES WELDED TO BOLLARD FOR GATE STABILITY, SEE PLAN,

-5" STEEL PIPE I:4311AR° FILLED WI CONE

GATE LATCH SHALL CONFORM TO SARASOTA COUNTY/WASTE LIANACELIEN1 REQUIREMENTS

(2) 6.-0• WIDE X 5-4' HIGH OPAQUE MNYL GATE WI r X 2"X 3/16' CALM STEEL FRAME (4) SIDES AND CROSS BRACING. WELDED CONSTRUCTION - FASTEN 70 FRAME W/ GAM 1/4' CARRIAGE BOLTS

ir (2) F-0' WADE X 5L4* HIGH OPAQUE MNYL CATE la/ Z' X 2' k 3/16" GALV. STEEL FRAME (4) ROES mo CROSS BRACING. WELDED CONSTRUCTION - FASTEN TO

/ FRAME 11/ GAOL 1/4' CARRIAGE BOLTS

**MOTES.*

SEE CIVIL DRAWINGS FOR LOCATOR It ADDITIONAL INFORMATION.

VERIFY ALL DIMENSONS OF SLAB AND SATES WITH SARASOTA COUNTY/WASTE MANAGEMENT REQUIREMENTS P111041 50 CONSTRUCTION.

(3) SETS a STEEL HINGES MELDED TO BOLURD FOR GATE STABIUTY, SEE ELEVATION.

B' CBS WALL WI PANTED caw PLASTER FINISH PAINT TO MATCH THE &LONG. INTERIOR IS SEALED & PANTED. GATE ELEVATION

1/2' =

DUMPSTER ENCLOSURE PLAN

1/4' =

r-

;- WHEELS FOR SUPPCRT 01140 EASE OF OPENING

ENCLOSURE ELEVATION 4

1/2" = 1 .-0"

CONTROL JOINT

CEMENT PLASTER OVER CMS, Ir. PAINT 70 MATCH THE BUILDING.

A-4