Permit 725-5 Atlantic Blvd sign 2011 THE COMBUSTIBILITY TEST DATA ,FOR 1148" THICK SHEE1
LLED REVERSE CHANNEL LETTER TEMPERATURE AS MEASURED BY AST4 D-1929 IS GREA
RATE OF BURNING AS MEASURED BY A,%TM D-635 IS LEE
PER MINUTE, AND THE SMOKE DENSITyt AS MEASURED I
MORE THAN 5%.
ountin Det�ail .063 alum. returns ---------------
Specifications:
0
to sc I
�ae
Manufacture and install one (1) set of internally illurrq*inated reverse c
.00 alum. routed face
Faces...............to be .090" brushed aluminum
3/16" plex back
Returns............3 Y2" deep & painted clear over briushed aluminur
LEDs Illumination.......LED
Installation........letters to be flush mounted
r6imote power supply to building facade. (Install locatior�iis front of store.
raceway—
NOTE: ALL ARTWORK & COLORS TO BE APPROVED BY CU(
3/8"
DIMENSIONS ARE SUBJECT TO CHANQ;E PER SURV
r__,-31=tai`=_Iess eel
thread
-------------- Ej�APPROVJED AS SUBMITTED
approx. "space APPROVkD AS NOTED
RETURNFED FOR CORRECTION!
COMPLIES WITH: SIGNED $
DATED-2 ZZ-
FBC 2007
PLEASE INSWECT THIS DRAWING
BOXES,SIGNj,&FAX BACK A COP)
RESPONSIBLIE FOR ERRORS UNDI
WIND SPEED 130 mph
BY THE CLIEN
T. PRODUCTION C,
DRAWING HfAS BEEN SIGNED&R
RETURNING,
WIND EXPOSURE C FPROOF WILL AFFEC1
INTERNALLY ILLUMINATED REVERSE CHANNE11 LET na
711
4'-0" OAL
C C4
.00,
0
9
AQ
4C
41 LA.�:,
Display %-quare Fool
STORE FRONTAGE:
THIS DESIGN AND DRAWANG SHOWN IS THE PROPE
Gallery 725 Fine Art 725 Atlantic Blvd NO TRANSMITTAL OR Djf8CLOSURE SHALL BE MAD
JOB: LOC.: OR CORPORAOON WITHOUT PRIOR WRI'
MALL: Narth Beach Plaza SPACE #: 5 263 South Edftwood Ave.
INSTALL IN ACCORDANCE WITH
CUSTOM NEON SNGNS Jacksonville, ft
DATE: BY: KP13 SCALE: NTS SQ Fr.: 16 THE NATIONAL ELECTRIC CODE fa)i
f
Z67Zjr1TNo,7'S
,F
4 x 6* PLUG TOPOGR 15. WATER LINES 2-1/2' AND SMALLER LINES SHALL BE SCHEDULE 40- %OLVENT WELD.
1. BOUWOARY AND APHICAL SURVEY INFORMATION PROVIDED BY ALL AMERICAN
SURVEYORS, INC. (279-0088). AWWA C-900. NSF APPROVED ONLY.
4 - 2. THE tLOCATIONS, INVERTS, SIZES AND TYPES OF EXISTING WATER AND SEWER 16, GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL%TE VALVES SHALL
OPEN LEFT.
21-l' BACKI'LOW PREVENJERS MAINS�AVE NOT BEDEN CONFIRMED AND ARE BASED ON MAPS AND AS-BUILT 0- WATER SERVICES SPiALL BE MADE Wl'
MTtON PROM ED BY THE CITY OF ATLANTIC BEACH. THE CONTRACTOR IS 17. WATER SERVICES SHALL BE PVC 1,120, SCH 4
INFORM PHYSICALLY UNCOVER AND CONFIRM THE LOCATIONS. INVERTS, SIZES SERVICE SADDLE AND CORPORATION STOP.. SERVICE SADDLES SHALL W THE DOUBLE TH
URGED TTO
21-l' TAPS AND METERS; AND TylVES /CONDITIONS OF THESE LINES-PRIOR TO CONSTRUCTION. THE CIVIL STRAP IRON'FOR 4'. �% & 8* PIPE OR BRONZE SADDLE STRAP FOR f,+VC PIPE.
-PROVIDE LOCKOUT METERS CORPORATION STOPS SHALL BE FORD 1`81001 BALLCORP TYPE WITH PAft-JOINT OUM;
ENGINEP OF RECORD IS NOT RESPONSIBLE FOR THEIR ACCURACY.
(BY SUNSTATE METERS) IA. ALL WATER SERVICES SHALL TERMINATE WITH A NEW CURB STOP'IN NE METER BOY.
3. THE (CONTRACTOR S4ALL VISIT THE JOB SITE PRIOR TO BIDDING TO'FAMIUARIZE CURB STOPS SHALLBE FORD SALL VALVE.8-11 SERIES OR MCDONNEL4_4iALL VALVE #6101.
HIMSEUF WITH JOB SIT CONDITIONS. ALL WATER METERS TO BE DOUBLE WALL PLASTIC WITH'TOUCH READ. I&S AND MAY BE
SET BY CITY OF ATLANTIC BEACH AT CONTRACTOWS EXPEIM
x 4. THE cCONTRACTOR IS RESPONSIBLE FOR.SECURING ALL.NECESSARY PERMITS FOR WORK
21-l' WATER SERVICES WITHIN EXISTING R1,GHTS-OF-WAY.OR EASEMENTS. FOR WORK IN CITY OF,ATLANTIC BEACH 19., THREE (3) DAYS NOTIFICATION IS REQUIRED BEFORE ANY.LINES:ARE IhM-INTO CITY OF
ANDIW FLORIDA DER I ARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY.'CONTRAtTOR ATLANTIC BEACH WATER AND SEWER SYSTEM.- THE EXCAVA70R MUST IftTjFy THE GAS
UTILITY A MINIMUM OF 48 HOURS AM A 'MAXIMUM OF 5 DAYS PRIOR IP0 EXCAVA71NG
SHALL RfOLD A VA&UNDERGROUND UTILITY CONTRACTORS UCENSE.IN.ACCORDANCE WITH
<7 FS 48�- CONTRACTOR ISi RESPONSIBLE FOR SECURING ALL REQUIRED (EXCLUDING SATURDAYS. SUNDAYS, AND LEGAL HOLIDAYS).,
CONSTMUCTION/PERFORMANCE BONDS REQUIRED FOk THE RIGHT-OF-WAY PERMIT(S). 20. REDUCED PREMRE (RP) BACMOW PREVENTERS SHALL BE DESIGft AND INSTALLED
x 5. AppLWCATION TO CCNSTRUCT DOMESTI,C WASTE WATER COLLECTION/TRANSMISSION SYSTEM IN ACCORDANCE WITH AWWA M-1 4, 'BACKFLOW PREVENTION AND CROS% CONNECTION
50 LF - 6" PVC WATER OR N(OTICE OF INTENT TO USE GENERAL PERMIT FOR WASTEWATER CONTROL' 'AND THE CITY OF ATLANTIC BEACH CROSS-CONNECTION CON#ROL POLICY
MANUAL THE DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHE% VALVES AND AN
SERVICE COLLECffl)ON/IRANSMIS90N SYSTEM, PERMIT SHALL BE APPLIED IF AS APPLICABLE (SITE IS
AU70MATICALLY OPERATING PRESSURE DIFFERENTIAL RELEIF VALVE AND) SHALL BE
fNCLUDO IN A RECENTLY PERMITTED.SYSTEM).'CONTRACTOR SHALL CONFIRM PERMITS ARE SUITABLE FOR INSTALLA71ON - IWAREAS SUBJECT TO BACK PRESSUPZ 'THE UNIT SHALL
AVAILAIRLE, AND SHALL BE FULLY APPRAISED OF ALL PERMIT CONDITIONS, PRIOR TO CONTAIN SHUT OFF VALVES FITTED WITH TEST COCKS- APPROVED MODk$
NG CONSTRICTION. FOR SlZES 3/4
COMMEWPI INCH THROUGH 10 INCH INCLUDE WATTS 9b9 OR FEBC0 825- 'TEST RE*lLTS SHALL BE
4 6. SEW§R CAPACITY FEES (WC) SHALL BE BASED ON TOTAL NUMBER OF FIXTURE UNITS. COPIED TO CITY OF ATLAN71C BEACH UTILITY DEPARTMENT.'
7. ALL &ONSTRUC71ON WITHIN RIGHTS-OF-WAY.OR EASEMENTS SHALL MEET CITY-OF 21. SEWERS SHALL BE PVC, ASTM 3034, SDR 35, INTEGRAL BELL AND SOIGOT CRING-TITEw
ATLANTI[C BEACHI OR FLORIDA DOT STANDARD SPECIFICA TIONS AND DETAILS AS APPLICABLL TYPE), BELLS POIN71NG UPSTREAM THROUGHOUT.
8. SEE LLATEST EDITION CITY OF ATLANTIC BEACH PUBLIC WORKS STANDARD DETAILS AND 2Z ALL MANHOLE COVERS/FRAMES SHALL BE TRAFFIC-GRADE AND SHA4!L BE ADJUSTED TO
SPECIAPTIONS, ALL WORK SHALL BE IN ACMDANCE WITH CITY OF ATLANTIC BEACH FINISHED GRADE.'
1-1* RPZ BACKFLOW STANDAWD DETAILS MD SPECIRCATIONS AND ALL APPLICABLE STATE AND LOCAL
23. WATER AND SEWER LINES ARE DESIGNED FOR FINISHED GRADE AND %HALL BE
,,,-PREVENTER FOR IRRIGATION REGULANTIONS. PROTECTED UNTIL ALL WORK IS COMPLETE.
x
1-1" TAP AND METER FOR 9, SEE CaTY OF ATLANTIC BEACH WATER AND SEWER STANDARD DETAILS AND SPECIFICATIONS
TAP REOUREMENTS. 24. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE A rg INSPECTION
IRRIGATION SERVICE FOR WMTER WITH THE CITY PROJECT ENGINEER. A.RECORD OF THE FINAL INSPECTK SHALL BE
10. THE� CONIMTOR,SHALL MAINTAIN VERTICAL,AND HORIZONTAL CONTROL UNDER PROVIDED'TO THE .ENGINEER. 'AS-BUILTS PREPARED UNDER THE SURItRVISION OF A
SUPER-PON OF A f,lbRIDA REGISTERED LAND'SURVEYOR.
FLORIDA'REGISTCRED LAND SURVEYOR, SAALL BE PROVIDED'70 THE ENO&NEER BY THE
11. THIf;-CONTRAOTOR SHALL VERIFY ALL.FIELD DIMENSIONS AND REPORT DISCREPANCIES CONTRACTOR FOR THIS WORK. *AS-BUILV TO BE PROVIDED*70 CITY W ATLANTIC BEACH
PRIOR ITO COMh0C$P_.WORK.. EXIS7INGMxm SHw ON THE PLANS ARE
IN DIGITAL FORMAT VIA AUTOCAD R14 OR NEWER. ENGINEER SHALL. AT ERS EXPENISF,
#AATE ONLY At BASED ON RECORD INFORMATION PROVIDED. .CONTRACTOR SHALL PROVIDE CERTIFICATION OF COMPLETION TO D.E.P. It
APPROA LE'FOR�,,DETERMINING LOCATIONIS OF ALL E01ING UTILITIES AND FOR ANY IN ACCORDANCE WIN At
BE Ri�0tSIB 25. THE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHITOF-WAY(S�)TO CITY OF
NOTE: BACKFLOW DAMAGLE CAUSED,TO U110TIES BY THOR OPERATWNSL PRO TO ANY EXCAVATION,
PREVENTERS TO BE TESTED CONTROTOk'SHALL CONTACT ALL. APPLICABLE U71UTY COMPANIES TO VERIFY THE ATLANTIC BEACH AND/OR FLORIDA DOT AS APPLICABLE-AND ALL SITE WbK To OWWtR
I" STUB-OUT AND AND CERTIFIED UPON EXIsTEOE AND T.V:(2) W
�.OFANY UNDERG ,, .ORKING, FOR ONE (1) YEAR FROM DATE OFFINAL ACCEPTANCE.-
,.ROUNp.U7MS, ANINIMUM
PLUG FOR FUTUR COMPLETED INSTALLATION DAYS 9.�FORE 0 Wdk 009W 'dALL'ON 066/43i�4*- 26, SITE CONTRACTOR S RESPONSIBLE FOR NOIIFYING ALL
M4 E�-CALL.
I UTILITY EN1111ftS FOR PHYSICAL
CONNEG7 REGARD)ING LOCATION NO NATURE OF"UNDERGROUND.UTUTIES. FIELD LOCATES OF ALL UTILITIES.PiOli TO CONSTRUCTION. SHOULD ANW'CONFUdTS BE
12. THE� IS RESPONSIBLE FOR EXAMINATION OF FINAL ARCHITECTURAL PLANS DETERMINED. CONTRACTOR IS RESPONSIBLE TO NOTIFY THIS OFFICEAS ftM'AS poSS19M
SEE PLAN VIEW FOR DEPTH, LOCAtION AND SIZE OF'ALL WATER AND
CONTINUATION AND &411 DRAWNGS TO CONFIRM THE CONTRACTOR TO INSTALL METER BOXES. I' DOMESTIC METER AND I* OftATION MEIER TO
SANITAAY SEWO SEP CONNECTIONS MATCH PRECISELY BETWEEN ARCHITECTURAL AND BE SET BY CITY OF ATLANTIC BEACH AT CONTRACTOR'S EXPENSE.
CIVIL (PRAWINGS,
NOTE: ALL METERS TO BE 13. ALL�?IPE TRENCHES SHALL BE SA&FILLED WITH SUITABLE MATERIAL COMPACTED TO 95Y.
MODIFIq PROCTOR IN If LIFTS, SPECIAL CARE SHALL BE TAKEN.ON EACH SIDE OF THE
DOUBLE WALL PLASTIC WITH PIPES AND TO If MOVE P IPE TOP. PIPE BEDDING SHALL BE.PER CITY STANDARD DETAILS
"TOUCH READ* LIDS CLASS 59 (CLASS A).
F-1 CON7RACTORSHALL'PROMDE NO LESS THAN 6* CLEARANCE BETWEENALL UTILITIES.
14. THE' A MINIMUM OF 10` HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS
MAINTAIM
AND StFWER MAINS WHERE WATER AND SEWER-MAINS CROSS. MAINTAIN WATER MAIN
IN MINIMUMI 18* ABOVE SEWER MAIN. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL
SEPARAWN, ALTERNATE METHODS SHALL BE AS DIRECTED OR APPROVED BY THE
ENGINE§*-
SCALE: 1" 5'
OFFICIAL RECORDS VOLUME
2422_ PACE �81
POINT CF BEGINNING
EASEMENT FOR WATER LINE
RUNNING EAST AND WEST ACROSS PROPERTY
O/R 21175 PACE 68
s'.
a.
P, 484.55'(DEED)
9
N01 13011w EA 485.65'(ACT)
13.07 ;05
_7 0 011' 'OV6R
0.1
__/- - - - - - - - - - - 0.3' OVER�
T NAIL Di 217;9*
0 CURB. 38�57 :24,j S03EI
12.44 F14
EA 13.2 NEW POWER POLE' AND
All- 8
80C
12.69
BY JEA
7-7 7 -7777� CLEANOUT S T 1/2- 1 P
"wT INV 11.16
T\_
zo
(L
RAMP
EXISTING rLSEWER MAIN
(LOCATION IS APPROXIMATE�AND
BASED ON MAP INFO. FROM CITY
CON A
OF ATLANTIC.BEACH.
:E co
_EA TO PHYSICALLY CONFIRM PRIOR TO
z 6 CONSTRUCTION)*
WITH >
L 14 T Po EL TRIC x P_ . . .
of
6' 'AM CON BASE c
Lj
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'v
140 LF DUAL 6' PVC CL
0
SANITARY UNES @ S. .0040
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41 Q_TU C-C-
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U-) CLEANOUT
INV.= 10.60
1 50 LF DUAL 6" PVC 1219
YL
No SANITAR LINES 0 S. .0040
EA
,,iz2sMETAIL LIG 'POLE w H FIELD LOCATE
6' DI ETE ON I
EXISTING 6' W.M.:
PROVIDE 6" WET TAP.
\1 '05 41
V1, '4*1 118 LF 6" PVC;
00 100 LF DUAL 6" PVC A WATER SERVICE
L0 /4- SANITARY LINES 0 S. .0040
0) t A, 4.
BENiCHMARK
s p A A \ 1 -0?N,fl P c a r CO VC1 ff 7f X41,r EXIS71NG GREASE TRAP
G/ -1 CLEANOUT AMP
INV = 11.00 A\ TO BE ABANDONED
.4 1 mv�nvs smawjhx�__ 6"PVC CONNECTING if 12.51
Am?/0��sc NOTE.- PROVIDE ACCESS MANHOI-ES
TA
4% 94,11V 6�f 1'92-9 /-TO AND THROUGH UTILITY SANITARY SEWER 4,0'
f TOP-12.27'- c
12.78 12.92 EASEMENT AT ALL 11MES BOTTOij=03.6W '\ - I I : .
TA EA P,
226.7' \O. CLEAR-,11-I - co
I v- I 1 44
WATER--W-j -72
j.p SET 1/2"I.P.
r 13857 .1' OVER 458.,81 '( 457.71'(DEECI) TOP,�;2.33�E H
I E I S01 *05',30"T AM_ METERR-. .,r . ..
--FIRE HYDRANT BOTTOM-6.78 S
A.4' C 0 N C R I E W A
L K 4
12.12 '�r'--WATER METER WATER�P
80C � J� -_ WAT -tz4f
GUY POLE & vAUbT 24" R.C.P. VALVE
- 0- D - - D D
D DGItLy �Llff - D D 0 - El C.
H BASH
11.92 CATC.BASII---' %1210.86*
INVERT-8.13'
EA Topail.531 INVERT-7.3'
HE EXISTING INLETS TO BE INVERT-7
11.67 11.63
SW I VERT-8.24' EA EA _51 VERT.B.,42'
N 11 IN 03'
SE INVERT-8.19' PROTECTED DURING .
SAILrISH DRIVE C)
TION (TYP.)
CONSTRUC
(60' R/W)
EXISTING INLETS TO BE CONTRACTOR TO REPAIR / REPLACE
ANY SIDEWALK, LANDSCAPE, CURB '
PROTECTED DURING 6
AND PAVEMENT AS A RESULT OF NEW
CONSTRUCTION (TYP.)
CONSTRUCTION; WORK TO BE DONE ,.
IMMEDIATELY
28
L
-7-0