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,TOP HELT <br />RWRECEPTA, <br />PLAN <br />� ` I '9 . <br />Lu <br />PA A PA KPA") LLJ <br />+ A, <br />2 A* 27.3* 21 SF 27.4* 27 2 W 27.4* 21 SF 21S .4* LIMIT OF WORK <br />cf) <br />D+( <br />rw <br />2 A71 271. <br />2 <br />i 1 4, 4, A, -, 104 <br />N, 00 <br />(f)(D A LIMIT OF WORK bt <br />`P <br />X3 + 0 <br />PF <br />0 <br />0 + <br />1�13 A <br />W <br />T <br />T <br />I <br />LITTIER.RECEPTACLE <br />SO 13.7° I 13.7• <br />Af. <br />PAVER SCHEDULE1. <br />NOTES <br />I . -REPLACE TOP.OF ORA INAQF INLET TO MATCH UNIT PAVER ELEVATION <br />DRAWINGS <br />AND SPECIFICATIONS: <br />1/2"1XPANSION JOINT FILLER <br />FOW,, 1/Z x 5-1/2' HILTI - KW.JK SOLT TZ, EACH SHOE <br />Ekiftbft 4H INTO CONCRETE SLAB <br />SECTION 'C <br />-T <br />46+00 <br />45+91 48+23A <br />41ED EDGE <br />TVIVIU UVUt Pt I AIL <br />1/2m EXPANSION-JOINT FILLER <br />411 <br />.. x2 3/W1CONCRETE PAVERS <br />r1K1 *,4.I1P-1[.kAn0TA0 MCM <br />8" x 8" CONCRETE THICKENED EDGE <br />4",CONCRETE SLAB. WITH <br />ACH WAY 67 x6r 10110 WELDED`WIRE.FAI3RIC OVER <br />11 5 "d ' . <br />4 jdk C PA&q- --Q <br />6� FWGATE BASE <br />OVER 86MPACTED gUBORADE <br />SECTION B <br />PLAN C <br />MODULE PLAN <br />it = 11 <br />4" X an X 2 318111 CONCRETE PAVERS <br />ON BOND LCOAT LOVER AFTHICK MORTAR BED <br />ON MORTAkBED.BOND COAT <br />811 x 8" x 2 3/8". CONCRETE PAVERS <br />ON IL " TO 1 1/4" SAND SETTINaCOURSE <br />12" WIDE GEOTEXTILE ALONG EDGES <br />4" X 81 " x%2 3/8" CONCRETE PAVERS. <br />QN.BQN*D1-CO0-LOVER-1-TH Ic PAVERS <br />ON. MOPMAWBED: BOND COAT-7 <br />KEY <br />DESCRIPTION <br />QTY DETAIL <br />PLANTER PERIM.E7L,..E,RS.. WITH 112" <br />PA <br />P.. ODUCTS <br />HIANSONOMARQ60APIE, IR <br />63 SF 6.1 <br />87 x.$L".,'+CONCRETE CJj.RB,:&ONG <br />X 2 3/$" PRECAST CONCRETE <br />PLANTEk;PERIME iTtRSVITH 1/2" <br />�' <br />BASE OVER COMPACTEC)',qUBGKXDE <br />EXPANSION JOINTS AND FILLF-R'50'OC. <br />LLPAV IRS <br />SECTION A <br />OFF bN4Z$HELL <br />PB <br />,.Q.N.HARDSWE. PRODUCTS <br />HANS <br />3118 SF 6.1 <br />81!'x'.8".X.2:..3/8"'.PRE..C.AS.T-CONCRETE <br />CURB <br />NIONIIFERiP SHELL PAVERS <br />AND <br />OFF-WHITE COLOR DN-P2 SHELL <br />A, <br />PC <br />HANSON HARDSCAPE PRODUCTS <br />1335 SF 6.1 <br />81"x 8' X 2 3/8" PRECAST CONCRETE <br />NON-CHAMFERED SHELL PAVERS <br />PAVER .'B ....... <br />F WORK <br />CAMEL COLOR DN-E8 SHELL <br />PD <br />HANSON HARDSC..APE PRODUCTS <br />1044 SF 6.1 <br />ETE <br />x X 23/8" I t AST CONCRETE <br />PAVER C <br />LL PAVERS <br />NO.WCHAMFERE :SHELL <br />. . . <br />$'`x8. x23%$. <br />CAMEL COLOR DM =EB SMELL <br />UJI <br />c tiA`W TIEt11NDIC, A Tt P NT AREAS EXCLUDING .CUTS AND' WASTE. <br />NOTES <br />I . -REPLACE TOP.OF ORA INAQF INLET TO MATCH UNIT PAVER ELEVATION <br />DRAWINGS <br />AND SPECIFICATIONS: <br />1/2"1XPANSION JOINT FILLER <br />FOW,, 1/Z x 5-1/2' HILTI - KW.JK SOLT TZ, EACH SHOE <br />Ekiftbft 4H INTO CONCRETE SLAB <br />SECTION 'C <br />-T <br />46+00 <br />45+91 48+23A <br />41ED EDGE <br />TVIVIU UVUt Pt I AIL <br />1/2m EXPANSION-JOINT FILLER <br />411 <br />.. x2 3/W1CONCRETE PAVERS <br />r1K1 *,4.I1P-1[.kAn0TA0 MCM <br />8" x 8" CONCRETE THICKENED EDGE <br />4",CONCRETE SLAB. WITH <br />ACH WAY 67 x6r 10110 WELDED`WIRE.FAI3RIC OVER <br />11 5 "d ' . <br />4 jdk C PA&q- --Q <br />6� FWGATE BASE <br />OVER 86MPACTED gUBORADE <br />SECTION B <br />PLAN C <br />MODULE PLAN <br />it = 11 <br />4" X an X 2 318111 CONCRETE PAVERS <br />ON BOND LCOAT LOVER AFTHICK MORTAR BED <br />ON MORTAkBED.BOND COAT <br />811 x 8" x 2 3/8". CONCRETE PAVERS <br />ON IL " TO 1 1/4" SAND SETTINaCOURSE <br />12" WIDE GEOTEXTILE ALONG EDGES <br />4" X 81 " x%2 3/8" CONCRETE PAVERS. <br />QN.BQN*D1-CO0-LOVER-1-TH Ic PAVERS <br />ON. MOPMAWBED: BOND COAT-7 <br />r e v I s 1 o n s <br />EILP9. DEPT. REVISIONS <br />W P M i s s u e d for: <br />PERMIT <br />issue dote: <br />05—:20—Oq <br />drawn b V: approved by: <br />PF F+5 <br />PLANTER EXISTING <br />CURB scale <br />AND <br />GUTTER AS INDICATED <br />Teresita Falc6n <br />Florida reg6totion No. LA000843 <br />),s e I nu Al <br />L2 <br />s h e e t <br />2 <br />\II,, <br />2 of cl <br />8"x 8" CONCRETE CURB ALONG <br />8" THICK COMPACTED AGGRR G-I <br />PLANTER PERIM.E7L,..E,RS.. WITH 112" <br />-DE <br />BASE SUBGRA <br />EXPANSION JOINTS AND FILLER SCII <br />87 x.$L".,'+CONCRETE CJj.RB,:&ONG <br />8" THICK COMPACTED AGGREGATE <br />PLANTEk;PERIME iTtRSVITH 1/2" <br />�' <br />BASE OVER COMPACTEC)',qUBGKXDE <br />EXPANSION JOINTS AND FILLF-R'50'OC. <br />SECTION A <br />EXISTING <br />'PLANTER <br />CURB <br />AND <br />GUTTER <br />PAVER .'B ....... <br />F WORK <br />8":x' V`x 2 318"' <br />PAVER C <br />. . . <br />$'`x8. x23%$. <br />UJI <br />FAVER'D <br />4" x 8" x 2.318M <br />LL <br />EXISTING <br />DRIVEWAY <br />.0 <br />kXISTING. <br />...... ...... ..... ..... ..... <br />15!-W 33' %: <br />B <br />........................ <br />777 <br />PLAN A <br />r e v I s 1 o n s <br />EILP9. DEPT. REVISIONS <br />W P M i s s u e d for: <br />PERMIT <br />issue dote: <br />05—:20—Oq <br />drawn b V: approved by: <br />PF F+5 <br />PLANTER EXISTING <br />CURB scale <br />AND <br />GUTTER AS INDICATED <br />Teresita Falc6n <br />Florida reg6totion No. LA000843 <br />),s e I nu Al <br />L2 <br />s h e e t <br />2 <br />\II,, <br />2 of cl <br />H <br />P <br />LIMIT <br />F WORK <br />UJI <br />0 <br />EXISTING <br />DRIVEWAY <br />Z: <br />Z. <br />kXISTING. <br />...... ...... ..... ..... ..... <br />15!-W 33' %: <br />081 ' ­ — - - ' 6'- <br />4 <br />Pro:104 number: <br />2OM2 <br />Client projoit number: <br />"+74, <br />44+32.5-' r. <br />200{! 1324 <br />1n- 20_011 <br />s h e e t t 1 9 <br />PAVING <br />r e v I s 1 o n s <br />EILP9. DEPT. REVISIONS <br />W P M i s s u e d for: <br />PERMIT <br />issue dote: <br />05—:20—Oq <br />drawn b V: approved by: <br />PF F+5 <br />PLANTER EXISTING <br />CURB scale <br />AND <br />GUTTER AS INDICATED <br />Teresita Falc6n <br />Florida reg6totion No. LA000843 <br />),s e I nu Al <br />L2 <br />s h e e t <br />2 <br />\II,, <br />2 of cl <br />