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Mayport Road 2395 (2) H U E-7:�' LA55WmM /c/wz ; -;9' IQ" !91 L I CQ E. 6 C-AL Feg N t4cxjIjn�& PAD 7'10v MO UK 7-1 tA 1)E7 -rA I L �O G CALF, =1 fln M" 17=711 114 F- - 7-'m 7 7 79 7, 7, f MATERIAL CALL-OUTS 8 -E K"SCREW5 4W "710 x I It' *7 L 2. it 10 POP RIVETS co 3. 120 VOLT BALLAST 4 P P R 0 4., 5:a0--I f 530-2 S�IAP-W TOMBSTONE SOC YET'S U I L_D I �3(77 3. Y4'60LT 117 (5. CLEAR PLEX. LAP STRI P FEB 19 7. PLEX ";?G(b?- 8. T-12 COOL WHITE-- HIGH OU7PUT F'LOURESCE'N'r TUBE o SPE CIAL NOTICES TO CLIENT Revisions Date Account Rep.. Design NoL Client COLLINS SIGNS, INC. PRIUARY WIRINO 70 SION A 0 91,EC TRICAL 0 N N 6 C 7 1 ON OF 310 e(9 C N ARE Not INCLUDEDIN 13 NATIONAL/REGIONAL SIGN PROGRAMS THIS PR OPOSAL m THIS 19 AN OAMINALUNPUBLISHIDDRAWINO Drawn By Sheet No. Address/Locati C3 DISTINCTIVE ELECTRICAL SIGNS & DISPLAYS Ow N E 0 9 Y COLLINS SIONSANC.IT 13 SUB 13 ELECTRONIC SIGNAGE 14ITTFO FOR YOUR PERSONAL USE IN CON JUNO 710H WITH A SION PROJgC1 SgIN a Date Scale AT w4m—( k C-- 4 A OC�t+ 0 ARCHITECTURAL GRAPHIC SYSTEMS PLANmEDFOR YOU BY COLLINS 31ON COANC ii'0 / IT 15 NOT 70 91 SHOWN TO ANYONE OUT 1-.e-e,&4 IDE YOU:ORGANIZATION NOR 13 17 TO BE Approved By Job No. Client Approval Date P.O.BOX 1253/109 SOUTHGATE RD.,DOTHAN,ALA. 205-793-2929 1111SED At RODUCED. COPIED�OR EXHIBITED IN ANY FASHION 00 LIJ cQ -4-0 CY) 0 LLA < Cl EE LU CO 0 _E --j Z 5U. /22 - -71 ol Li > 0 J4. a CL In OD Z V V U 'A g 11 Zc z 6 Z .0 0 13 0 Cn -3 71 > GENERAL NOTESt I.- All design, detailing, fabrication, and construction shall conform to the S.B.C., 1985 edit-ftn. Design Wind Speed v2o MPH (S.B.C.) Equivalent Wind Load - PSF 2. Concrete shall be 3000 P.S.I. @ 28 L compressive strength, STD WT (150 P.C.F.). .2 3. Reinforcing Steel shall be ASTM A-615, Grade 6D, (if required) . 4. Minimum concrete cover; 3 inches between steel and soil. 5. Verify all dimensions and conditions in 2- the field before erection and notify the engineer of any discrepancies. z 6. Structure Designed for Square footage of sign face area. za z 7. Minimum soil bearing capacity shall Oe U 011., 2000 PSF. 2 . a ;; . - Z Z Cc . - - 8. All steel shall be 36 K.S.I. minimum. 0 0 .1. 9. Primary wiring and final electrical hook-up i0o 0 . by others. : : ' 20. 02ox— z C14 cr) 04 cl :7� 0 ad LU 0 CO W Cr z z %'� U) X n < Itl 0 z W t4j ,,e 4.4 < ;z Uj LU 0 a: ir LU > _j Z Iq 0 LU C) Z ir 0 LU 0 0 CC z L-uj < 13 11 13 0 c4 x 0 L- EGAL DESCRIPTION A PART OF SECTION 8 . TOWNSHIP 2 SOUTH , RANGE 29 EAST , DUVAL COUNTY , ;= LORIDA , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS CONC.C.B. COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS , AS RECORDED IN PLAT .3.3' BOOK 39 , PAGES 22 AND 22A , OF THE 4.3' CURENT PUBLIC RECORDS OF DUVAL I lull COUNTY , F LOR I D A ; THENCE NORTH 0.5' CONIC. CURB 01 * -42 ' -10 " WEST , ALONG THE EASTERLY C, 0 RIGHT-OF-WAY LINE OF MAYPORT ROAD 79 ( STATE ROAD A - .1 - A , A 1. 0 0 F 0 <) T 275 11// RIGHT-OF-WAY ) . 988 . 37 FEET TO THE POINT OF BEGINN1NG ; THENCE CONTINUE NORTH Ol ' -42 ' -10 '' WEST , ALONG SAID RIGHT-OF-WAY . j.00 . oo FEET : THENCE LIMEROCK NORTH 68 * -17 ' -50 " EAST . 2-1-90 . 00 FEET : THENCE SOUTH 01 * - 42 ' - 10 " EAST , 1 0 0 - 0 0 F E E T T H E N C E S 0 U 7 H 88 , -17 OF 50 " WEST , 250 . 00 .FEET TO THE 70 FD IP I POINT BEGINNING . _r # CONTAINING 0 . 574 ACRES . OR 25,000 Sq-Ft. 10 42 10 " E. 100.0 It/ SET�PK _,W S. 0 8.0, FID.IP 250 FD. I P 21, 2 8. 329 5 NOTES : #3295 an T H 1 3 is A BOUNDARY AND TOPOGRAPHICAL SURVEY . )C::: ON D . O . T . MAP 2 . ) BEARINGS ARE BASED FOR MAYRORT ROAD (STATE ROAD A-1-A ) . 6 E N C H M A R K U S E D F 0 R T IS DESCRIBED AS TOPOGRAPHICAL DATA OF t BEING A CROSS CUT ON CENTER OF A DOUBLE CONCRETE BOX HEAOWAL-t- . f. 4 1 ;; I if CULVERT ON THE EAST SIDE OF- MAYPORT 225 14 , f 'if 'i /Q .57 141L jj I =1 0 ROAD . CUT IS 25 FEET EAST OF EDGE OF �:c . .7 1 PAVEMENT AND 376 FEET MORE OR LESS SOUTH OF CENTERLINE INTERSECTION OF 0 I: W 1) PIN dE A-1-A AND MAYPORT ROAD . ELEVATION LLJ 0 Z-�-­2 C-017 8 . 195 U . S . C . &G . DATUM . Y_ 0 f1 4. ) LAND SHOWN HEREON IS ZONED COMMERCIAL GENERAL 0 BY CITY OF ATLANTIC BEACH x LLj 5.)AS BEST ASCERTAINED FROM FL-000 0 I N S U R A N C E R A T E M A P P A N E L 2 DATED APRIL 18 . 1983 200 120075-0001-C . FOR THE CITY OF ATLANTIC eEACH DUVAL COUNTY . FLORIDA , THE LAN�) V HAZARD L -------- SHOWN, H.EFREON LIES IN FLOOD in 6) ZONE I C, 00 C;,r 0 0 1175 0 4�* 0 L "t 0 1 Ld < T: c\I 0 c\I 0 171�:./ Ln c\j c�1 11 150 1'/,- C13 CA /1+ Lo t/ c\I 0 7-5 co a- CO COMFORT 6% I N N P0 1 r 125 '0./ 6 4.5�' > n W 4 < /Q Z C) 100 rz� 0 19 LJ < L0 L0 SIGN DETA11L - LL. 0 0 /0. 0 75 ell- K/ c+ j� 00 LL. co 79 co 0 co Ld z B.M.-NORTHSIDE OF MANHOLE RIM ELEV. 13.07 U.S.C.aG. L--- -- ---------- - - - - - 50 121� PI've 0 z WAT E R VA LV E APPROXIMATE LOCATION 0 (PROBED) -W W -W W .0 25 20'EASMT. 9" m H. 36.0 , M.H. �SEWER STUB-OUT L,0�-A-f t 0 eer- r- 6v- Ac v P. 0. B. COMrDgr IAIAI 15' EASMT. SIGAI -RQ5,, F /2v 5cle t� FD.IP 2 5 25 25 25' I FD.PK T ?_5, 2 C7- 7 211,0" N. 010 42 ' 10" -W. 100.0 , 988.37 ' !4p P.0.C. Y 7 CONC. S/W CONC�DRIVEWA 7 '0 CONC. S/W 2.5' GRASS 2.5 GRASS 2' CURB a GUTTER ______2� CURB a GUTTER -F19 .0 /2 WIZ),�7 R 0 A D M A Y P 0 R T_ (S.R. A I A ) 100 FOOT R/W ) PA AJ 7-E/_D A4_4_.D1AA1 /0 WID,--- 1 HEREBY CERT!iY THAT TO THE BEST OF MY KNOWLEDGE THIS SURVEY KEETS THE MINIMUM TECFNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND 6800 Southpoint Parkway,Sulle 901 SURVEYORS PURSUANT TO SECTION 472.027 OF FLORIDA STATUTES. FURLO C. EVER-ETT, JR., JacksonvIlle,Florida 32216 FOR, No;zfr�k LAie-e- r-&Opc, Phone 9041739-1347 RIPRODICTIOHS OF THIS SURVEY PiAT FLORIDA R.L.S. N0.3287 e(SAST DATE: Nlov. Z4 192V.0 SCALE: ZO' EORNEYORS . ... ... HARLO G. EVERE'll, JR. BE KOT VAUD UNLESS SISKED AND CORIPORATION 1_kN`D SURVZYING CERT. No. LB-0004238 R'MSTERED FLORIDA LAND SURVEYOR NO. 3287 BNOSSED WITR THE SURVIYOR'S SEkL JOB NO. 9>& 1'2E, F.B. NO. 091- 1'2.7 FIRST COAST SURVEYORS, INC., CER-1. NO. LE-0004238 s JACKSONVILLE, FLORIDA 32216