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• <br />APPROX. LOCATION <br />L.,:XIS! IINC SANITARY <br />MA ^,0 ;(�I_E <br />I � <br />'INVERT 0 6.0 NE <br />AT MANHOLE <br />RESTRIPE AS 2- 9'x18' <br />PARKING SPACES`'`µ <br />f O A1:'F.)!' <br />�lO IN IIAtI <br />f <br />REMAINDER TO BBE <br />STRIPED AS NO <br />TRAFFIC ZONE WITH <br />4 WIDE WHITE <br />,.'` 'STRIPES 0 24" O.C. <br />tl <br />tit <br />EXIS PING <br />FINISHED FLOOR <br />F:LEV. - 11.79 <br />FINISHED FLOOR <br />ELEV. =11.79 <br />MATCH F.F.E. OF <br />- EXISTING DRIVE <br />TNRU BUILDING <br />.50'� <br />// / /% ;; / ' / <br />// / /, j <br />/r <br />/ // // / / /,/ r / <br />MASONRY / %r / <br />/� // / / <br />/ <br />15.00//// <br />// ASSUMED/ 71 <br />//,/ / / / <br />EXY S 17NC 8' i ALKW,A'Y <br />• <br />REMOVE EXISTING <br />ASPHALT & REPLACE <br />WITH NEW CONCRETE <br />PAD & ASPHALT RAMP <br />iM 1H 50:1± SLOPE TO <br />EXISTING GRADE be <br />NEW CROSSWALK <br />Ex'Sr1NG 45'PHAL r F /wkiN(; <br />PARKING <br />TO REMAIN <br />\;/ (SEE NOTE 2) <br />NEW CROSSWALK -12 <br />WIDE WHITE STRIPES <br />0 3' -0" O.C. <br />r.. <br />CUT NEW HANDICAP <br />RAMP FOR SIDEWALK <br />AND STRIPED CROSSWALK <br />(SEE NOTE 6) <br />PROPOSED SITE PLAN <br />* UNLESS OTHERWISE SHOWN IN PLANS <br />F --- <br />5 rIr .I._1 A \ N <br />s <br />20' ALLEY <br />+--- -SLOPE 1/4" PER FT. (OR AS SHOWN ON PLANS) <br />--- THOROUGHLY DAMPENED <br />SUBGRADE. <br />CONCRETE SIDEWALK /SLAB DETAIL <br />VARIES - SEE PLAN <br />COMPACTED EARTH <br />N.T.S. <br />• 7 <br />// ///7N / / —CONC. TO BE 3000 PSI 0 28 DAYS <br />1 <br />NEW 1=3U I L D I NG <br />; NEW CONCRETE <br />- 3" (TYP.) <br />EXISTING E3UILDING <br />NEW ASPI -14LT PAYING <br />\ EXISTING ELEVATION <br />-- -- �o " PVC SANITARY LINE <br />PVC WATER MAIN <br />DRAINAGE FLOUJ (EXISTING) <br />00.00 PROPOSED ELEVATION <br />90' I~3EN ) <br />J OIN T S P A C I N G _ <br />EXPANSION J1S. -- 20' MIN., 30' MAX. & ABUTTING <br />CURBS AND STRUCTURES <br />CONIROL JTS. - 4' MIN., 6' MAX., 5' AVERAGE <br />FINISHED <br />GRADE <br />12" SUBGRADE <br />eMPAC1ED TO 981 1 1BO) <br />LIMEROCK BASE COURSE <br />(PRIMED) (98X T -180) <br />LIMEROCK BASE CD'_!RSE <br />PRIMED) (981 T— 1 80) <br />t <br />WV a <br />DIA. + 18 <br />r ASPHALTIC CONCRETE <br />rrPE S — H <br />PA \IEMENT SECTIONS <br />6C41-E: 1" 20' <br />WDTN + 4 FT. <br />TYPE S -111 ASPHALTIC <br />CONCRETE <br />PROPOSED PAVEMENT <br />N T S <br />12" MINIMUM <br />EXISTING PAVEMENT <br />E -, <br />TRENCH BACKFILL <br />REPAIR AND RESURFACING <br />C�'• FLEXIE3LE P4YEMENT <br />mow- <br />PIPE ZONE BACKFILL <br />PIPE BASE <br />TYPICPYL_ PIPE LAYING CONO( 'ION <br />SEE TRENCH <br />DETAIL ABOVE <br />2.7M7 - _ <br />EXISTING <br />BASE <br />EXISTING <br />PAVEMENT <br />MILL EXISTING PAVEMENT A MINIMUM DEPTH <br />i OF 3/4' AND PLACE ASPHALTIC CONCRETE <br />TYPE S— III TO MATCH ELEAATIUNS <br />Notes: <br />1, ELEVATIONS ARE BASED ON ASSUMED DATUM OF <br />15.00 FOR FINISHED FLOOR ELEVATION OF <br />EXISTING BRANCH BANK BUILDING, <br />2. CONTRACTOR TO SAWCUT EXISTING PAVEMENT <br />ALONG PARKING SPACE LINE. <br />3. SOD ALL DISTURBED AREAS NOT TO BE PAVED. <br />4. CONTRACTOR SHALL SAWCUT SIDEWALK ALONG <br />JOINT LINES ONLY, <br />5, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL <br />UTILITIES THAT,MAY BE IMPACTD BY THIS <br />WORK PRIOR TO COMMENCING WORK, ANY <br />CONFLICTS SHALL BE BROUGHT TO THE ATTENTION <br />OF THE ENGINEER. CONTRACTOR IS RESPONSIBLE <br />FOR ANY DAMAGE TO EXISTING FACILITIES. <br />6. CONTRACTOR TO SAWCUT EXISTING CURB AND <br />PROVIDE TRANSITION FROM 6" TO 0" AND <br />RE -WORK. SLOPE OF ADJACENT GRAS$/LANDSCAPE <br />AREAS. <br />Revisions: <br />eal: <br />Consultants: <br />ENGINEERING, INC. <br />5420 iSay Center. Drive, 3utte 108 <br />Tamps, Florida 33609 -3425 <br />Phone: 813/281-0016 <br />Fax: (003) 2a1 -0218 <br />= Iw a I 1 = NIT S <br />ARCHITECTS 'INTERIOR DESIGNERS <br />\V-V4 <br />itieminewmi /I 40°. <br />7 � � o . 1 a <br />k 144. <br />7N I' ' <br />0 s <br />The Edgewater Building <br />600 South Magnol Avenue <br />Suite 150 <br />Tampa, Florida 33606 <br />Phone (813) 251 -0565 <br />Fax (813) 251 -0567 <br />Drawing No. /Date <br />C -1 <br />FUN$12c11 <br />06/12/98 <br />• <br />First Union National Bank <br />of Florida <br />ZEPHYf2NILLS MAIN <br />38421 5T1-4 AVENUE <br />ZEPHYR-110_5, FLORIDA <br />a•.s•wr <br />Drawing Title /Scale /Drawn by SCN <br />GENERAL CIVIL. SITE PLAN <br />S CALE: 1 " =20.0' <br />