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HomeMy WebLinkAbout1989 - Fleming Street Thorough-Fare Extentiont s~ .e y r I JI --• - / ,, �e.���� 1��L.�aLOCATION "I L O CA T/ON MA P SCALE: /" = 2000' SwnLE EX1b i 42011N17 zo' I� "tll� l I I SWALE INV tL = 20.0 SECTION D-V NTS -FF t W. Sttx ELEv�rt�1-� r r0ow-C Eiz N1-MAJ VOCELL E AVE 4/-006V,CTE-� EU7w&LL FM U-0)F-,te vr5 FOUL)17 P I f� C.ULVE-1ZTS Z' I t G"RA/S Ev MATCH 1 �CUR6 CTYP) EX/STIAIG f • �i ERR w o , .�-�-= t till \ `I� G° 2 U) W W 3 : I MAX O /"TYPE S-/ ASPHALTIC CONCRETE SURFACE _ SIDE SLOPES COURSE H.F. S. /800 PSI M/N/MU14. N a" LlMEROCK BASE STA614 /ZEO TO 98 1 MAX. SECTION A -A _ �, O DENT- At SITY AASRrO /80�LBR 5Al/,V.0Al/,V.8 STA$!L tZEO SUBGRADE 98 Rio "qJ( NTS 3 c ti� DENSITY AASHTO T-/80, LBR SO A?/AV• ( 4 0 rno l.P. Fd. CaivC. LO � W J 1 , 21.8 2L 2 \ Z1•� Zt•o O.G LL Z - 21-- t to4 LOo Lo.a 1 tz.r t1.2 3 �' � GENERAL NO TES (0 <' er -i j ZZ Z19 ZZ.2 Z2 0 2t•0 .L23 ZZ.O '&.& Z2.1 V.g 1 Q Q z � 2t•ro � 2A•Z toA ZO.1 � 1 2t.3 / L1.3 1t• W LL LL Er 4 ` /. SEE SHEET 2774W SOF5 FOR PLAN AAVCl PROF/LE 2 p0 / \ J OF PROPOS EO ROLIOWA Y , w Z z W 3 u w w ti rye• j / 21 2• ALL EXISTING ELEVAT/OHS SHOWN ON THE PLAN m y w L- 22•/ t2•l 22.0 2Zz Zts Z2.d 220 zl.y zt•gZ1.4 /� zo.7 ZoS ANO PROF/LE ORAWINGS REFER TO U.S.C. p p V p vUi jl ly 21.1 \ Zo.2 � STA 0t00 a V - _ ` OATUM)I AVOW REFERREQ TO A S N.G. V. D • THE •BENCH )10 j �N, MARK/9 LOCATED AT 4-t OF GEORGE ST. £' DYKE • MATCH EXISTING U PAVEMENT 2.$ , 2.2.5 ��? ZZ• o j `\ AVE. (9 ELEVATION I0.46 • BOUNOARY AND 4 u tl•9 ZZ•4 y2.4 223 22.0 21.7 22.0 Z 1Y p ,9 21 Zt.2 Zo.6 tat 20•0 to. TOPOGRAPH/C INFORMATION PROV/OEO BY ✓AME3 EXlST1NG 94 -3fo O � O ,,, � \ w CMP Sro D+ 33t ;,` rL �� a /� `� A. FOWLER LAND SURVEY/NG COMPANY ✓u'VE ti O z3 �O 1 a ° ~ E 'L t2 22 Y` �-_ S zz.3 5 3. THE CONTRACTOR SHALL OBTA//V INO/AN RIVER N 0 < G t2. M \' 221 5 Z2.0 ZZ•/ t27 22.1 ZZ 3 2/.$ 2r.7 2/3 ` LLO Z0.8 21 2 t Q W t1) Q VAT o�9- 0�,�i \` /� COUNTY R/GHT-OF- wAY PERM/T PRIOR TO A/Vy U w in o s yap,- 23L �x ' CONRN STUCT/OW/TNR H/�/ COUTy /GHT -0E- yVq Y, z z \ 4.ALL PAVING SHALL BE /N CONFORMANCE IN/TH 0 z 5_ �' ° . / $ ZZ3 22.3 225 Q9,:,' ','• 2.2 in x0 Z2.8 22•Z 22.0 21-G ` THE FLOR/OA DEPARTMENT OF TRANSPORTAT/O O a a 0 t!•5 22 0 22.3 22 2►.2 2r.a Zt S tt.4 n✓ J = T "STANDARD SPECIF/CATIONSFOR ROAD ANO 21 �, F- w - Zz.6 F �s 0 0 0 � °° 0 t3R/OGE CONSTRUCT/O!�/" OLJTEO /°J82 QIVO Q obi W \N, L�s� - �x � AMENDMENTS THERETO, > ZZ� Z2� 22 / Z2 1" ZZ I Z2.1 '' 2 22.3 22•g ZZ•Z t2.o 21.8 t2 o t m 2t.3 ` Zt•6 2/S 0 t2/ tt.5 1J•� Zt S.ALL STRIPING AND S/GNAGE SHALL BE INACCORDq/V (n V I \ 9? x0 ( ACCOROAlVCE WITH TPE FLORIDA DEPARTME/V7' OA" Q �( / \ S l t TRANSPORTATION TRAFFIC OPERAT/ON ST IV OA OARDS. I I I ioa 2,9 Zz-o _ o �• x" 1 Z2.3 Q0 14 4 6. ALL OENSITY TESTS TO BE PERFORMED PER• 21.t3 22.4 2!4 2/.G T AASHO -/80 METHop, -ZZ' Z1'8 Z POND 22.2 22.4 t O 7. A LL DENS/Ty TESTS SHALL 6E SUPPL/EO TO THE N 1 / \ �P ENGINEER ON A L L SUBGRA OE AA/0 6A S E WORK . tb15 tgl I ZI 'O z i'a Zt'O Zt 8 �t L23 22.1 �\ ., 224 Z 3 tt•o t 4 I 8. A LL 22.4 UN$U/TABLE 21 6 '"A TER/A L OF POOR PERCOLATION n/p I v 2 2 a 6ZIC14 AS HARD PAN; CLAY ASILTY SA/VOSS SHALL � x 3 6E REMOVED WITH IV fI 4; O° N / T E AREAS OFTfIE PROPOSED Z 2 rr t9 I,� \x O�V \ i DRAINAGE SWALES ,4ND REPLACED Yl/JTH GooK O IV 2e2 / 21, 2�3 222 to8 2►.G I ZZ.Z 27A 22.9 2Z. 2 •3 22.E 22•� 2�.b 22J z.4 CLEAN ORANGE SA/VO. - I � � 4... � Z � 2/.a L•o 2Lt � - I Q / DUAL_ So . 1 t3' m . SEBAST/A/V NIGNL ANDS L ►b��.3'�tbl6 11.q 2i.t: t tZZ ZZ.Z ZZ.(o 22(e 22•� Z24 22•Yo 223 yz• 4 E 2.6 22 2.2 21•! a \ PLA T 800K 8 PAGE 45A _ n Q n•. 1tj I ZI"t U G ZI.B ZI$ 21.9 el$ - ZI.4\ 22.6 LZ.a / C � � Q � O COVE'.2UCT -'E I \ i2I 2t-5 2/8 \ t2.4 2 23 0 21.3 ..2► MQOQA2`t W If) 224 y U �f V� S E2 *49'23 "E O , '° Ent G R Ofa p wA Y Q P ntD r �`z ' Zt9 Z18 2t•8 ern 2Js 2 J•5 _ 574 20 •� 37. / 1 (,L O t ZI.S 21.4 Zt•G 2i.6 Z1•3 v•b Zi? t 1 tt•6 223 / 2i-4 W • R - - z 1 CUQvE DA?A @ 1172, O/ PC 20 coo' 00" 111 a glut 2► 1p Z1 b ZIS tt.6 Z1.5 St.'? Zt.4 \ / - ! N 12 = 7�.00' + ' ' 2►.Z Zt.6 ` 20.7 to •G to.4 1 2J•4 / tt..4.2 2t.5 21 G ' 1 \ 21.8 % L r9A o 9 L = ZSS.31 V ILL -O t ` 5 �= _Zt -tL 2► 7_ _ Zi-4 �t^�_ t1 -____21 1 _ I is 00 00 0 _ ZL•- _. _ _ 21•t _ o Zo. ZO =_ ---- --�� -- _? SWALE�_ �- ►�.5 �o.$ 20.2 `2/•3--?t-2�_i \Zo tL= 3 - - - - - --rB-Z j = _ - - - _ - - -18-Z- - 64 0 . DO n ° 2 3.2 .y�,8 L = `-- to-q----1�p--- -- --- ---.1G•Z_ _ ._ _- 122.87 ._ - --- N 89°42_3aE. - /983.67' Fd- Conrc. >i - - - - - Sw S e7 /. Phi M ON : _ - - - - - - SO 'WIDE C.pN4 L F-+u«c e4Z.4_VG Ell/ERA L RO A DINAY PLAN �.�. 34� SCALE /' _ /OD ' R/W LINE W W 80 R/W R/W L/N Z M LEGAL DESCR/PT/Old 41-rju T-fir-W, 20' SWALE W $-�Pler> NORTHWEST %4 OF THE NORTHEAST %4 A/VO SOpOEO SHOULDER ROAOYVAy SHOULDER 20� SWALE �' a.7 ' THE WEST y2 OF THE NORTHEAST Y4 OF THEEBAST/A/V H/6NLq/VOS 4 O', CO• 4'r J2' /Z' 4SODDED' f G G .4 $OUTH60UN.p NORTHBOUND N0RTHEA ST V4 OF SECT/ON 13) ToWNSH/P S/ U/V/T Cv 2' L AIVE LANE z � SOUTH) RANGE 38 EAST) ALL LYING PLAT BOOK G., PAGE 97 /' < W SOUTHERLY or L./NE 5/Z 2 MATCH EX l S T/NG ,� x / ► 1/G / �/� Z GROUND cm R/w -�� y'4 rQ• /, (// •a t , EL EVb+ttict�� tlu t2�tL To 3 : I MAX SIDE SLOPES U&.V.t7. 3: I MAX W L^L 0 . •' U�G,�q lf�. ui 'tL L.L'at! _ S/OE SLOPES �^ cps; �'�O EX tE � GQOUtvG O I TYPE S- / ASPHALTIC CONCRETE I-2 �U 6L 7.A E �. 2 2.O F. S URFA CE COURSE H.S. /800 PMINIMUM INIMUM y'tbt,1 c�E�-i-tc^a.J , 1 . � t L = < 4 Q � - L/MEROCK BASE STABI�L/ZED TO 08 % MAX. Fou✓ �oTtoM D:NS/TY AASHTO T-/80 LBR 50 M/N• SHEET[ncE64cJT C-0kJLEEG �tCO 72,&cD J WFF � A i5 O 8` STABILIZED SUGRALIE V8 MAX.OENSJTY �i A�B% S/•/TO T-/80) LBR 50' MIN ' y SECTION! C -C SECTION 8-8 _ NT NTS d E C 0 4 1989 OF PLATE 1-51NGLE PLAN AND PROFILE -FULL LINE xTECLEDY E PRmTtO M U.S.A. a MM SHEET Z OF S DEC u c 1989 I i A m. U U uv ►-6' u�i p � 3 W O 0 N L a Y Q m mma W d � O Z Z — — — -- 1e TELL rN — /5 5 PRI14TED IN U.S.A. GHEET 4 O)c- S E U 4 1989 7 T DE ' U 4 - 1989