|
SEC. 19, TWP. 2 6S., RNG. 22 E.
<br />6" STEEL POST
<br />I-•S' FILLED W/MINIMUM
<br />�I 1/2" R 2.000 PSI (CONC)
<br />I I 1.5" ASPHALT CONCRETE 0 OPTIONAL POST POSITION
<br />° 6" TYPE S-1 OR EQUIVALENT I 0 20d +/-
<br />`� CD POST OPTIONS: 2" x 4" OR PRINCIPLE POST
<br />2 1/2 MIN. DIA. WOOD; 6' MAX, PATTERN (CANT-
<br />_ _ _ 6" LIMEROCK OR D.O.T. SHELL t�'-" STEEL 1.33 LBS/FT. MIN.) ED 20 DECREES
<br />16" 8 _ _ _ BASE COMPACTED TO 98% OF 00 Tie boom with TOWARDS FLOW)
<br />MAX. DENSITY PER AASHTO T-180. -- -- - - 1- rebur conLinuous
<br />CON R CON PSI I �12"— 7 1'' o: FILTER FABRIC TYPE III OR TYPE IV
<br />CONCRETE FOOTING fr T
<br />I I �Ytil7r� fat 1t} -) o T SILT FENCE 0 O o
<br />c I " I Clear-rtnGe !1'ilrk. � FILTER FABRIC (IN
<br />6" 6 1/2" ( 9" COMPACTED SUBGRADE PAVEMENT I � dig 5#ial �91�4F�� I � 15'-18" CONFORMANCE WITH SILT FLOW TYPE III OR TYPE IV SILT FENCE ^ to v
<br />w lil r� i (, 0 SEC. 985 FOOT SPEC.) SILT FLOW - PROTECTION AROUND DITCH v ^ C O 0
<br />EXISTING MATERIAL OR SELECT 2" SAND CUSHION Y } iii �-- BOTTOM INLETS c>D :
<br />6" ` FILL, STABILIZATION AS NEEDED 0 I 17 0 * ( "' M i 0
<br />1 " I #_ @� SILT FENCE APPLICATIONS IM to MIN C f f ) ` FOR LBR 40 I jQ - I ( I F T
<br />I N I �r"� pin J r ELEVATION SECTION PERMANENT FLOWING Do NOT DEPLOY IN AWATERCOURSES.MANNER THAT SI SILTLT EFENCES NCES TARE TO BE USED AT ULL ACT AS A DAM PLAND O 4" �� w LL ? 10
<br />�Q CL ' ( (tYP•) 8" 12" MIN. J LOCATIONS & TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. m W) In y a ° a o to
<br />2'-6" " TYPE III SILT FENCE C -- oo C T7, v o M
<br />6 "VERTICAL CURB & Max 1 12' 1 Gr de OPTIONAL POST POSITION O °..° y v M O 0 -
<br />REGULAR DUTY ASPHALT NOTE: �i artince r11 I It a a L •• �'
<br />COMPSUBGACTTEDDE STOLL BE 00 111U. 95% I ( ( ) ~ d Q z E
<br />PAVEMENT DETAIL OF THE STANDARD 6, POST OPTIONS: 4" x 4" OR POULTRY MESH 20 GA, MIN. 20d +/- 0 ° °1 o c
<br />PROCTOR DENSITY. ( 91MIf1t� fi ate t • 3" MIN. 33DIAWOOD; OR TYPE A FENCE FABRIC PRINCIPLE POST 0 N
<br />= x c
<br />STEEL 1.33 LBS/Fi, MIN.) (INDEX N0. 452 &SEC. 966 D ° Z
<br />4` I Z3000 P.S, concrete slab with FDOT SPEC. 8 PATTERN (CANT- SILT FLOW SILT o Y c 2 N
<br />Aber rnelh rein#ar1n 10' MAX. ED 20 DEGREES -�^�� c
<br />TRUCK DOCK BOLLARD DETAILih, I _ __ I �',• concrete footing rnvrlolihic.,,-1iGiT�>Ip TOWARDS FLOW) o4q
<br />j >w/ 2- , 5 rebor ( P) 6 kx6*' 1'OxIO W.W.F. POULTRY MESH ;j 4caj y
<br />2" ASPHALT CONCRETE N.T.S. /�
<br />TYPE S-1 OR EQUIVALENT OR TYPE A z.
<br />w
<br />FENCE FABRIC TYPE IV SILT FENCE TYPE III SILT FENCE �J S?' `�"
<br />_ - - 6" LIMEROCK OR D.O.T. SHELL drop hs�t$ SILT SCREEN BARRIER DETAIL, xg
<br />PLA o
<br />FILTER FABRIC (IN � FILTER FABRIC �
<br />j . - .. - .. _ BASE COMPACTED TO 98% OF N. S. ELEV>�► ON it 2'-10" CONFORMANCE WITH
<br />MAX. DENSITY PER AASHTO T-180. _ _ _ 6" THICK CONCRETE (3,500 PSI (YP•) • J ��
<br />- - _ W F THICK
<br />6 6x6 CONCRETE
<br />( FLAT SH ET 0 SEC. 985 FDOT SPEC.) SILT FLOW FaAT, OM tq, 102 10i L
<br />- • • - - MAX. DENSITY PER AASHTO T-180. NOTE: SILT BARRIERS FOR FLOWING STREAMS AND
<br />- - TIDAL CREEKS MAY BE EITHER FLOATING, FENCE, OR
<br />STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT
<br />ELEVATION SECTION WILL SUIT SITE CONDITIONS AND MEET EROSION
<br />9" COMPACTED SUBGRADE l B
<br />CONTROL AND WATER QUALITY REQUIREMENTS. THE
<br />1 r 9" COMPACTED SUBGRADE PLUG 18"MIN BARRIER TYPE(S) WILL BE AT THE CONTRACTOR'S 73
<br />EXISTING MATERIAL OR SELECT CITY OF ZEPHYR (ILLS. FL�.1I UDA OPTION UNLESS OTHERWISE SPECIFIED IN THE E ' ry#N ,
<br />EXISTING MATERIAL OR SELECT TYPE IV SILT FENCE
<br />FILL, STABILIZATION AS NEEDED FILL, STABILIZATION AS NEEDED FUI11.1€; W9RK5 PPP4IN15TItA4TI$N PLANS; HOWEVER, PAYMENT WILL BE UNDER THE PAY y l>
<br />FOR LBR 40 WITH FOR LBR 40 ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING * a; 1
<br />1 SILT FENCES AND STAKED SILT BARRIERS TO BE _ � L11 Q
<br />1 a� SILT SCREEN BARRIER DETAILS INSTALLED IN VERTICAL POSITION UNLESS OTHER- F. 0
<br />SIN ME F. .O.T. INDEX NO. 102 N.T.S. WISE DIRECTED BY ENGINEER. 0 x
<br />A DUTY ASPHALT CONCRETE PAVEMENT DETAIL ' `� `"`J o
<br />HEAVY
<br />TRUCKCOURT ~ ~ �
<br />PAVEMENT DETAIL ( ) �►
<br />(TRUCKCOURT)
<br />M m
<br />J
<br />d I2. . .
<br />ED _ _ Q 0 w
<br />- Y
<br />W I W
<br /><9> kn
<br />O C x z W 0 V
<br />/ «. N N M m rl O �tl tn
<br />to N F. Sd w • �l
<br />uj
<br />j 6 W w X m t a a n I_LI LL
<br />4044 0t ho004 a� , o 'C"
<br />�b wrj w
<br />1" DIA. HOLE 1 E - N w �, O F- w q F' a fl
<br />PROVIDE 2 NO. 6 b b a w¢
<br />v w e b b b$ O b a g o J Q
<br />+C�;a N N N N m ty .. Uwe o c Q °c a tiv F- (} I-
<br />m U o 0 o n o - �r
<br />REBARS 18" LONG " a a a o a w w m z
<br />FOR INSTALLATION °
<br />(TYP) / o m v1 b b b b b b AiN
<br />ZWfi b ° a -�. ^ v C~- O vfl1 ro o, E: t c v c 'r i'+ro c 5 fi c a o s a i„ nN N N N '1 Ky ci k. eC NG> w, O s -a w m Li �° ck "s ❑ ca m� W `i 2 W Q •-. o q .. o q m ..ti N Q w 4u w + wu ri k U:U)PRECAST (3,000 P.S.I.) v Q ry N © ua, `z w q naa; °" m r N bo ani o C Nz E 41 tr5" CONC. WHEEL STOP WITH ; �. ` a c, Ct a v e a y- w W °, b W D ro W a w o o © b LU - E -I
<br />3 NO. 3 REBARS CONT. E p U th 3 0- L t 4 ' b'
<br />w a s a w q 5� LL t m d o -e Q N Y w n I
<br />H = o z x ws .. a y a ; a �- ,s >. ' a q, } . ; u
<br />i a_ m R ti
<br />� V �' � W h. O vc c � r~ mV �U � 4 dW ni m
<br />vm,2 F" of F`0.z' �" oe w� w m aN W Q'
<br />D;� m s u ¢w ka w
<br />t) b a Q is Lu v sa m `^ cn °''" ° ° � u U W w m CC V/ }
<br />6 /r\ I F. cam c ro w ui h h h .. y v o m E o v z, c z a` �_ N ' iic z m h a � W L =
<br />tt1 m>m ti © y a f w� ooa„ ' Nery n ti� v) �� `ZN f1
<br />I art q r, uj
<br />?; ;a q ro 5 ai +� \ b t -.i T o �Y w o °c "J W N
<br />CONCRETE WHEEL STOP DETAIL zD P _
<br />V E av �� a �� c i �+ vae y �. ' w :cam " v(ry 4-
<br />4 c x n u ; I rN N N IN b to t� t� b a7 41 a c a x aL a� Y _ v y c� I1 � O
<br />1a -.' c ro N N N N N N N N N N I, 3 L. �, I. z, T ?.
<br />��� �� o4 I - a WD ���b 4� �4 z U a
<br />N.T.S. _ �n W �a Q 4 q� �ro
<br />Q .L a
<br />ti� N ri v ui m w a a ti �. Ld
<br />Q4 k C�
<br />U)
<br />Lu ~O C O
<br />CONTINUE WWF 4 w a o �' h �' %1
<br />CONSTRUCTION THROUGH JOINTS TOOLED EDGES 4 x
<br />JOINT a u° T F E /0�
<br />0 o I ¢ k`o� �Q/bbbb�bb bbb a U
<br />• o ASPHALT SURFACE OF _ ; w �'q N to
<br />-
<br />• . s
<br />fi C O
<br />' m 3 N N N N �`+ N N N N
<br />_Q «
<br />�I —III—III III —III —III III —III —III —III —III —III( v ' �•. ! I La y N M M c a h b b ^O `r o �% m N
<br />44
<br />a 4
<br />a w v a o _� o r,
<br />c 0-
<br />w V
<br />NOTE: ALL WALKWAYS &EXTERIOR SLABS - -III- - _ Or
<br />ARE CONSTRUCTED SIMILARLY - ((-III I -III -III i � � a ti w °' E � � � � �-• b ::
<br />BUT WITHOUT THE HAUNCHED EDGE. 6" �- u W o c t�1 U £ � �j0, �
<br />COMPACTED BASE I v ,` e f�" 3 S w �' " a o a-n �' °[ m Z`.�
<br />ton ` b m 2 >~ ; `� N N v, '° mcc
<br />w 3� �" �•, Q
<br />NOTE: SIX INCH THICK CONCRETE SLAB WITH W6X6-2.9X2.9 ` v vt " ° ( ° v 4 "� W �'� „'° z
<br />v Q. e z v �= in v m e (+
<br />cc v >' W E D ti h w _7Oo � cap J�
<br />WWF. MESH SHALL BE FURNISHED IN FLAT SHEETS c y o o i 1t o w N n c o U
<br />AND SHALL BE CHAIRED WITH METAL CHAIRS OR z� m y W a c roc av -04 � f�`[y
<br />Lu
<br />CONCRETE BRICKS. MESH SHALL BE LOCATED 3 1/2"
<br />ABOVE BOTTOM OF SLAB. ` LLn a; u °' _ w m m e " ` ca a` W m W S )
<br />o ti ro c o E m R m W o 1`d t F '^ Al r; i^ q'° '.? q:K
<br />o c ash 5C u-0 o oq crC h� H 3a o a r oba° Qd i aroro .�LLL
<br />fi �F° a �� ac n a10 ° ac <D v mm� $ �Zr� +r a w
<br />L F....7 �' °• E •� O 4 y0 y u m 'v o c a i ` V E 1.... , _.. -O ,EN
<br />CURBWALK INTEGRAL CURB DETAIL wc2l: ��lu
<br />It o _ _ _ (�
<br />w B W F ~ C a, ° tu
<br />To b, AN V1 ro C #1 3 N W 4 rcl ] c
<br />7 h. .� Q .fi L i.. ht C O O N o h h >T p , r*] N Z
<br />N.T.S. mw �fi v v ra W .� _ °
<br />3ti �ma 3w o Ewa �� W 4" tp woo Lni m„ v`r`a Z
<br />He :S H
<br />w i Q W L ;�va °
<br />1 tT u C E r m +-; C •". ry
<br />l' fic 3s a" ac Nwm �� W > C3 F c°
<br />ve
<br />m m cx aL a SL> w v i`d to 4._ oc my c_a S F+
<br />Width Sti ulated for each Lo uffi to Sidewalk Width 6' Max. I a c ° ° ° a w v N Q ry �' v - ° N Ln
<br />P ( ) (�
<br />a ''-, O V .{.. C y � y u� t 4 (•,1 J7 C! `+ �., � W C] a C] V li 3� C
<br />L `
<br />• °� ° • •. • °• • �� • •. • •. i . U I♦ Cc C « � � m v W a P• ti t�
<br />:n •-- v N
<br />' ,. • ., • . • .. • ,. • `.f ,, C v C a) 'i u 4 b o � L" t' ~ i ° 4. e, C Lr w � Z C'•I LLI
<br />+, O D- 6n
<br />• . .N>` LEE Qc wvti y,�L.: L 'N Q
<br />_ • �� , ' ,' • a N7 a Q, ro 4.L h W 3 J1 a °.fi ° a D LAD
<br />• . LV ca,-` wish 2 D Ca �c
<br />:t• rpICII
<br />O N fo a X 1ZI [•'1 fit° ~ 6
<br />C 7 Ry O.0 a �,v�. ...H W W a, •,r NO ip
<br />48 (tYP) 50 max. D r m W 3 ti m H? [] b a Z
<br />STRUCK JOINT } a v m m c`
<br />-EXPANSION JOINT zti�a moo- 3nMm>°�_"� m "b € sv 3''3 E e, a.
<br />TYPICAL SIDEWALK PLAN QLL a fi
<br />II
<br />"S In b M1 SU °1 fi
<br />N.T.S. CIC
<br />PROPERTY LINE
<br />rs a s" t o S a CS fi 4y v)
<br />tic ati'c w 31fNNt Z =
<br />1'-0" MIN. �. w �; a� acrHM z b � 4
<br />BROOM FINISH 1 /5 SLAB THICKNESS CONCRETE WALK a w 21 a a o ` o ? I '' a m' w "' h M � u It
<br />c
<br />SLOPE: 1 /4"/FT. MIN. v h a a a L w a a o o c °,_ 3R7B D v o a L aq
<br />"�__IN
<br />10" OR AS DIRECTED - k m = ro a a a v - a 4a zs {~
<br />1/2 /FT. MAX. 4" ° H q3 ° a c v a ro n c °�
<br />• FIELD a D cm� a w c > ■ u tis 30 °� o w E 3 4uj
<br />•. ° _ h 0. ` �' ? w c ° t a € 3 a .o W 1 N .Y n"si L� n cc
<br />° • °°aoo" tiR tia a I M �.ty _3=78� 4 v ra /CSC Z
<br />to ty• t _ t �„ l .0 U ,. a .��. _ C S O C 4 D `+" 1��--,,.'& : C U '6 `,�' (]
<br />LINE kND GRADE STAKE
<br />ri
<br />98% DENSITY ! 3 m a 'ro o v = `c `o a W ` H o c a c - `s ">d I z z v n a c^ o �" ui S
<br />ra
<br />STRUCK JOINT DETAILtj
<br />4 $ 4 "�;� �'�" �ya�� — 4"�` 4� "' oQ
<br />COMPACTION c y a m v a
<br />qQ
<br />,`a,�'nw�' �ir`�ti�. t •� � �'+ bd " � c � v6 h �C
<br />b,
<br />w a v 61 Q
<br />GENERAL NOTES: I ro - y w g v v a.z Pd r m
<br />BROOM FINISH D M ° v' L o rn
<br />c q a E ... 3.,,9 w L c
<br />N N O� .O `« ti q C °.O CT n C o D C.
<br />/ 1. SIDEWALKS SHALL HAVE TOOLED EDGES. � c ° •� o C w ce w a � � m I-• �
<br />m v c, R U o c 3 0, u,
<br />2. CONSTRUCTION JOINTS SHALL BE LOCATES 0 9 w c ° W b " ° = C m ro `c Lu o ry 3�Te I» °�'
<br />c yw o u a o °_ _tijz
<br />w a T L N .4 a- u€ i W tU
<br />AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. w tr o y "a c 5 n' ; s u I Z b a a, a c a uj
<br />• °, 3. EXPANSION JOINTS SHALL BE INSTALLED q a U M o v t L: " a v o w N a. o - 3 0
<br />• °° ul
<br />AS SHOWN AND ALONG ABUTTING CURB. ti c c D, re c y a �a v '� Q S_ c °� w N W
<br />a 'F' W "a C J �' ,o v C .. — a a, ,,,- 4 v fi fl w •C �. i to .�
<br />• • °° 4. EXPANSION JOINTS SHALL CONSIST OF ti w o g m b d `ti 4 N Z s H �•° a c y 0 p I ( N 3i^7S 4� "b" `d p°
<br />CONTINUOUS 1/2" X 4" BITUMINOUS W c fry ro a 6 fi o°-a'c�`Lb a y� ° 4 oU u'� [, I^ry 6N E` a a y o 4
<br />EXPANSION STRIP. a u 1 c ti a o m a ; x L x u ra c. fi a o ° m a, d
<br />a, 'n H v e o i a c. I D 'n a ° H so c E L 'aL` - a si . .. Or .B a I o 0. 9 0 C'3 a cs u. W v� Fcc
<br />-
<br />1/2" x 4" BITUMINOUS STRIP 5. SIDEWALKS TO BE 4' WIDE EXCEPT AS = I fi a "v- S L W = v ° v ° °
<br />a D� > rom��cv$° w ca D 3a�,,.-i c y z w cnb 3iIHM
<br />yy W 'C t Q �3 D.L a ati{fix a� n !` O �R7O q3° !{C lU 5L Wb Lys W
<br />OTHERWISE NOTED. L D v s a q- m c ri v �
<br />R B+ €*1 >4 cr $D u�a�aa av,h��,oca m �c '^,c cam, c�W`u,a aH q
<br />EXPANSION JOINT DETAIL 6. SIDEWALK ABUTTING CURB: 6' MINIMUM WIDTH, r - u mc . c '� Q
<br />fiyti D}. N Vi
<br />1 t°a ° o v c c r w ac a ` a 4 a >" � AfiJISllt3tJ 3 w NOISIA�3br G
<br />3 c=i LL of ia� `� v�i�'m`c�°u�c��'c o aW3vupca� om.4om c� ��
<br />F W 2 m `camC., n H h.tw v.� i aw ^• btr k OtE}
<br />TYPICAL SIDEWALK DETAIL ® �_ a� �4-0� �����"���®a� £ .�
<br />■ u W cn m d e ti d aq li ei q d'4 u ci E C) "' w d 01 00 r, to U-) It W) N °- LiN.T.S. - — C7 " "' a ^
<br />h'> DATE: 7/24/17 JOB #:16-31
<br />P2�bE�9 9iDZI77JU1
<br />I
<br />SCALE: N.T.S.
<br />SHEET #: 5 OF 5
<br />
|