for south shore community church
TRANSCRIPT
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