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Roberts Road Temporary Sidewalk - Construction Plans - Mylars - VOID - March 1990INDEX OF SHEETS 1. COVER SHEET. 2 -8. PLAN & PROFILES. S. DETAILS & SPECIFICATION. CONSTRUCTION PLANS FOR THE CITY OF EDGEWATER, FLORIDA ROBER TS ROA D PREPARED FOR: CITY OF EDGEWATER, FLORIDA MAYOR DAVID L. MITCHUM COUNCIL MEMBER GIGI BENNINGTON RUSSI #A LL A. GOLD THOMAS A. FISH DANNY K. HAYFIELD UTILITIES DIRECTOR CARL R. OVERSTREET PREPARED BY: ENGINEERS* SURVEYORS SCIENTISTS PLANNERS ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA CITY OF EDGEWATER `m s T0 T17ZISVILT.B ATLANTIC OCEAN INDIAN RIVO PROJECT 87=400.29 MAY 1990 z p 12 ip Q Z7 299.9 4 N68° 49` 7` E Z --= -J ------------- 47' 1 3' E 24 0.14% .o a Ln Ln I gym. I� �IOD m' N _ -- -- - - --- -- --- -- -- ------ - ---_------- ---- - --- -- - - - ---- ---- - , z ,A N I� _ U I N is < °'_ LID Nj I Im ! 1 co 0 I � ifm : € 3 f m i !b x Ln1 I I ra I mm ( N r' i✓ W al < I I I LAJ Ln Ln ___ ----- --- - -- 768. 5 4 3W 250. 16 I ry9 m I I 299.96 �� r �f I; I 1 If If 0.14 - ZX71ST. 3b"Gill II z II N II �: I I fz ill x �< , x o I WW1 lk cri 1 II A ,ll ' I I I ,l I ' <� V cot I � f m I m rT'- Q, LID 11 - N �S68° 41' 50' W 250.23 - 1' I�---- — ------------ cn o � "� � � — UT-2 --------- 02 ^' C ^' I P V M T gr�llg ��s9 e,�'�sfin �i�07 r_" Cr cr) ` C x 7o + c_L� , x m L0 0 v W ail 'i II�� I It JO U JO 60 ROBERTS ROAD -SIDEWALK SCALE ,„FEET J 4 2 X� �00 0 0 �� w00 Qcq �f-w °' rn o Q a- • Fes- Q U -j U � H � D a. � _ ' Q Co N QY N N Ln O d- Co Q) mot'Ln N Ln (D co Ln DD � T_ O N O) O N N 00 N N N c\j N N CD N N N L 00 N CO t'r? � 00 ►'') 00 co 1'`7 (3) DD O n �' Co �" 16% +0.5 14 12 10 8 6 4 2 0 r- c\j (.0N N N .►'� 00 0 Co 00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 CADD NAA11E DATE PLAN & PROFI LE PROJECT No. 87 — 400.29 r DESIGNED 9Y DATE: MAR 1990 - DRAWN B 30TH ST. — ROBERTS ROAD w CHECKED BY . �' � � • � STA, 57+00 TO STA. 66+40VERT. SCALE: _ HORIZ. 1 30 'a-2" APPROVED BY ENERS • SURVEYORS • SCENTISTS • PLANNERS CaNVE COLONIAL DRIVE • P O BOX 538505 ° ORLANDO FLORIDA 32853 8505 � DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME oMAHM • 1505 EAST JACKSONVILLE • 9424 pAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE, FLORIDA 32256 CITY OF EDGEWATER i FLORIDA SHEET OF �cb 6 ------1 /cb N • --- ---- -- -- - - l .,� — s i�_6 X I / �� I o ; 1 I o $ \QO 1 �— cn i X x — I -I • I l \ 14 -- c l C x �, s- so N Ln LAJ a czi X N W 00 / FQ CD i4I Lo LO OD OD al i 1i� la /e- f w -till, N I I I oo CD 0 I I S68° 51 13'W LID � ` .1 A 1 I 1 m ao rC X ►" �,, I ( - 250.31 I t� ! J _ I 15 1 - ---------� 0 o-- — -- - -_ ��250. t 2 ( r - 2 5 0.31 68° -_- 10 LID- --- �' v I - �-- --- I ° I w w �� - s' S68° 49' 1 ' W 249.92 / �' S68° -}- _ - - - - / _ --1►- - 1 -F- --.____ __=----------- —t--' - --------- - `1T _--_.�—=- UT --- UT-2 --- -- ._ — I I "----fuQ ------------------..._.r ..._._.. — ....._ - .�T'..�� UT - . --- UT-3--------- -- UT-3 UT-2 46 300. N6 8° 9 7 E 40 --T N --- I PVM? 294 ----- - N6 8 4 9 N ry - �S �~ _ c PVMTSQ� P1MT57 PVM ' r I ( 30th ST I -, N 6 8 4 7' E I I z 2 wpm __ -- - e V - - - J�� _ `r',•��--N68" - - - V --- __ � . — Ln erV �� ... 1 - -_ - - - -- - - - /R7� `� i t 10IF V,, _�-_- _-___--_ _-" 50. 20 Lp ' �" LID I N 52 49' E 250. 3 i Ln / N68°_ 2'-�`3'��- -3 I i r I ---- N68°- 44'13' E 249.99 N �� \ I 1 ! �„D ILA 1 --�_ N680 47' 1 3' E 249.72 N N68° m O 11 X .41� I O I t _ A -� Z XCD I I II s so o - X I X c: i t ►-�,� f I '" I c� Ln ?C \ — ' ' I 6 \�SOO XA x -� 1 I 1 II I, 30 0 30 60 ROBERTS ROAD.1"SIDEWALK SCALE IN FEET 14 14 1 —o 06� —0. 9% — 1`712 0.22 o —0.1 10 10 8 s 6 6 4 0 - 0 4 o w w0 w� R � Q0 2 - �� �� W� 2 ui Z°d° + wL W � a 0 z 0 c� Q-V) 0 00 00 In n 0 f` co CD N CD r` In � In rn CLU) 14-` r Lc) N n 0 re) r` cal N N N �— N d- N 0 rn N 00 N co N In N N n N `— N 0 N co r— N r- a) O In 0 0 r` n Q� 0 (7) 0 G) 0 O) 0 m 0 cy) 0 Q) 0 Q) 0 00 00 In 00 Il 00 N N N N N N N N N N N48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 CA DD NAME DATE PLAN & PROFILE DESIGNED BY PROJECT NO. 87 400.29 MAR 1990 DRAWN BY 30TH ST. - ROBERTS ROAD CHECKED BY 1 1 1 SURv , SCENTISTS STA, 47+60 TO STA* 57+00 M_ SCALEHORIZ. 1 —30, VER T. : 'I'll - APPROVED BY ENMEERS . • • PLANERS CADD FILE NAME ORLANIDO -1505 EAST COLONIAL DRIVE • P o BOX 538505 • ORLANDO FLORIDA 32853 8505 JACKSONVILLE - 9424 SAYMEADOWS ROAD-• SUITE 130 • JACKSONVILLE. FLORIDA 32Z5r6 CITY OF EDGEWATER, FLORIDA SHED 4 OF 9 DATE REVISIONS REVISED BY CHECKED AY IJ imA 12 G 4 2 I a z N 2 � rn N r i -Til I N 1 � I Il coo N N I I c -x ! ' N r --� v I! I I I< _ I , J I I �i o I! l C --4 i ! I ( Q, N I< I Cn (Ti k I N I Ir I I I x( l i C n y, I I NJ I r r Z C11 \ � � I I � � ` I ( � / / I CD A r iC _c s X I I I 1 I z ' w l! O 0 z cr _ I I ! xl I i I t� I u, v, ' rPQ ��1 w • i' r i 11•• I I I N �, 1 ! «� co_ ry /, � - _ n v I I X _ cn I _ Ln I , I I-� x m 249. 79 I �' - % m < cw m ---- - I 6 w I o A 4 - - --- — J I — 568 4 6 31 w co°D 68° 4$~T"W ---- 250.09 1 r� �68° 49 54" "W 249. $ v� cn \ ° 14 �-- Q --- -- ,ter- — —---------l� --�— -- —' UT-? UT • I _ — - - -- o_ �- - --, - SUS SHELTER Q`_ N I __ I ' _ I d� -- - �,-~-=3°C _-___-_--_ a L____------------ 'i-_------- ------ 42----------- UT -- - �-� P, s- I Pv�r 45 W d I 47 I a �— ° N cn I... T i8' 49 T.' E '9 _ . 8 �J N68 49 1 E 299.89 I •J -+ t T z Pvm 2 1 30th ST p I I 3 h S . S,dewVOW _ — ..._ .........,.,,. — ._._ ..... ...... ,.....,..._ ., ../ MV rr 1 �- �C \ — -- — -- - - --- — — - - • - -- - -- ------ -- - UT 49. a2 o N68° 4 7 ?S E 249 52 -- I ` I I I �r--- �„ __._.. - ` - r- _- — �- b�° 46" 29' �, �, N68 5 4 4 7 E 250.32 _ , 1< �{ � 0% co I Ln N68 ° 5 2' 31 " E ----- 250.25 1 I 6�s u; I I fJ I( III' I• I I, , Un i 1 I i --- I s /6' zI I 1 I 1. ,! I ' I' ( i I � � n ( � I I I I I I! '� / I I • I I +0.26% 00 ,1- rn rn In O rn O O N r� N N N N N N 39+00 40+00 0.44% 00 cD r7 mot- � N N N 0.00% —I Q cn a- 0; —ico 0 q4- .Q Q-V) Ln ro O O O O O o O O O O O QD � 00 rn rn rn rn rn rn rn rn rn rn rn N N N N N N N N N N N N N N 41+00 42+00 43+00 CADD NAME DATE DESKED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME 0 0 0 corn rn N N N 44+00 ROBERTS ROAD SIDEWALK + .24% ' 94o 30 0 30 60, SCALE IN FEET -0.21 r c , Q Lu Lu U ) D� Or .Q Q- I) O O It 00 n 00 n 00 0) O (D N 00 n 0) 1.0 rn m rn rn O O rn cD I.n Ln n N N N N N N N N N N N N 45+00 46+00 47+00 14 12 10 x IH 2 PLAN & PROFILE PR0.I NO. 87-400.29 30TH ST. — ROBERTS ROAD DATE: MAR 1990 SCALEHORIZ. 1 =30 ENGMERS • SURVEYORS • SCIENTISTS • PLANNERS STAID 38+20 TO STA, 47+60 VER T. 1 "= 2; JACKSON►VILLEs- 9 24 BST AMEADOWAL IS ROAD BSUITOX E130••�CKSONVILFLORIDA . FLORIDA :0256 CITY of EDGEWATER, FLORIDA SHEET 9 1 n� a O I /oc' QI .000 i tV i --- x. ix 4► i1Z -p N I1 C I N I— o I I I o l I I I Nt I r. } ! -�� `_ ' � 01 - u, f l I 11 I / Z v f C cJ t -� NJ Ln 10r l ' 1 --- -- }--X N C X I c d f 0 1, , I i � ; I � ; _ a C ` `��C ' v� 1 1 I I I ( X I I i, I QZ I t� a I 1 I K 1 ` CD CD _�• I I _o } 000 l t w t I I CD I I. z ' N 1 'I U, _ N `' I t I CD I rn Ln 00 , c,W x 1 41f x! 1 I NJ NJ LAJ00 LA I I I mill Lo a, co cu '24"9. OD u1 1 CD , 1 ` ♦ 1 I 250.2_5 Q 1 i ° 250.04 568a 4 W 98 49. 980 o MS68a 46' 47 _ W 4 9 4 6" S &_ 8 2 4 9. 7= NQ� _ _W +_ -' zq 300. 1 I ' O �i. I 1 32 so✓ � 300. u,- ��� UT.l� -- — —-- — _ -d U T �.. w 6 8° 4 9 7 i 1 3 0 t h S T I I 1 ,- �, p v T N 6 8 7 L �� ...qf I ,� = N 6 8 49 7 E 3 0 t h S T - �_ - --- -- - r'd X�5 Sidc�wa/k�f arZ `e - ���i/af __---- __ —_ _ _ - P v M .� ....,. ........, .... .,.......r . - - _ - - - - MorIKz �� ..w a -r. -� -r. .�.. ...� .� v..r....... r.. «�. — .+ — --- 00rp -er.r w •..r .f y •.... .y... .r.► -ram. -- -- -- f LIM 47 __.. ._._ �' '�-�- 4 i" E c I v l ;1 -- -- - -- - -- -— Z S 0. 0 8 r lv, i N6 8' 4 7 4 4' E °? 2 5 0.2 1 - i'- �° - ,. -!`� N 6 8° 4 8' 4 4" E I c°„'i �i ry X 250. 3 1 i t r, cl)Lou I 4 7' 2 5" E - , ,� �� V i— X z,�.. /o X 1 t I I C III I i I I - ,� 1 IOKA, �K, 1 ( � C� t , I Q I i m a� \` t,�. CAA I ' w 1 I r 1 1 xLL) I I 4 X r� I 11' Y _ 30 0 30 60 ROBERTS ROADISMEWALK SCALE IN FEET 14 14 11 • 12 _ 0.36% 0 00% _ o. 1 J% 12 U. u u 70 . o — o —0 29% + ° 10 10 EX/S T. 8 t 8 f �I I� 6 �1 6 4 o � � 4 w J � Q_ N 2 �� O w0 O W � W O 2 �.--- �� O im ? . - � N Z Q � ro Q � po 0 cl. (1) c� in cl. 0 0 co 0 c0 0 cD 0 co N cc) r1r) cD Ln cD (D cc) � c0 rn c0 0 r- rn c0 � co c0 cc) In c0 r7 cc) N cc) 0 cD c0 � 0 Ln Lc) N Nt Ln co c0 00 r\ 0 rn � 00 00 00 00 0) rn (c) 0 0 �- 0 �- 0 �- 0 r- 0 �- 0 .- 0 �- 0 r- 0 0 0 rn rn . `- 29+ 00 30+00 31+00 32+00 33+00 34-+00 35+00 36+00 37+00 38+00 CADD NAME DATE PLAN & PROFILE PROJECT NO. 87 - 400 . z9 DESIGIWD BY DATE: MAR 1990 DRAWN BY 30TH ST. - ROBERTS ROAD SCALE �iOR�2. vER T.: »� 30 '- 2 CHECKED BY , " ' , , STA, 28+80 TO STA. 38+20 APPROVED BY ENMEERS . SURVEYORS . SCIENTISTS . PLAN14ERS IIECKED CADD FE NAMEJ ORLANI)O •1505 EAST COLONIAL DRIVE PO BOX 538505 ORLANDO FLORIDA 32853 8505 CITY O� E�GEWATER, JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 JACKSONVILLE, FLORIDA 32256 FLORIDA swOF S�iEETAi_ ^CDATE REVISIONS REVISED BY CHBY ` � V) II N co -------"' I ,07 ' I N X o _ I I N S00LO 1 00 a,l o x Z? I 1 N I X o a 4 �. �' I x = 1 QI x o 1A , o m � o I -- - o 1. I cn Lo O I IT"I I I N N -- m V CD X X - ' o 0 V► X o I ZD I i ' co X i OD I `J' X -- x �, I !Lo 1 �Im I Ln Ln CID LAJ c" I OD m r°' i -_ ' X I o _" I x S68°2 48� 02 • IN =� O 4 . W v, I ' ' o S680 46' 37' W 249.97 --_ - Q S68 8 20 250.02 , t _ + 10 co- UT—�-�-- - --- � ,—,_ U T --- X ------ — � -- -- NJ Zu O.A (-... �T IL I o PVMT 21 o I o X I N 6 8 ° q 9 ' 7 " E 299.98 ry _ I ►v - -- - -- 3 0 t' � T _ N u --------- UT —._._------ �-----------------� ---- T-- ---- t-------------------- ��— N68° 49' 7"E 219.97 zjz41 J++- Off171 i' wa l� W x 1,N680 53' 1 I ' E 250. 35 N68° 53/ ' I ? "E / r- I I I N 6 8 0 49" 39" E 249.93 � . � � , 250.35 ao I i© O I I I x p x 1i 1 N I O — r Lo m \ A O I x� - � (D 1: x 1 1i I I ; �, t ; `�'I X. OD 14 12 10 0. 0 % — .11 0. 00% 0.00 — 0 14% + 0. 2% �:3 5n- W 0 a0 N w z V E- Q J 0 JO 6q ROBERTS ROAD -S-1 DEWALK SCALE IN FEET +0.607o 6*5 " 6 3W AIP 4 I o C) L Z 0)f- (c) N 0) 2 Q J 0 p j � Z Q � N • Q a • U • a. (1 U (1) 0 0 0 0 0 0 0 Ln r-) o 0 0 0 0 r1r) N N 0 0 00 N N V-- r- 0 -- ro ,r) 00 o --- N r- I'7 Ln 00 o N mot- N N N r� �t III co 00 O CO I� 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 . O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •20+00 21+00 22+00 23+00 24+00 25+00 26+00 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY 0. 0% N O d- O O 0 APPROVED BY ENGINEERS • SIRS • SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME ORLAIIO •1505 EAST COLONIAL DRIVE • PO BOX 538505 • ORLAND© FLORIDA 32653-6505 flACKSONVILLE • 9424 BAYMEADOWS ROAD ► SUITE 130 • JACKSONVILLE, FLORIDA 32256 +0./ �:/,o •%-,Ovio 10 on x 1H 2 r-- N r-- N r-- CY) N d- O N mot' Ln t-- 00 cD (o IT- T— �- f 2�+00 28+00 PLAN & PROFILE °"O&"NO' e7—aoo zs 30TH ST. — ROBERTS ROAD CA'E MAR tsao w• °HORIZ 1'=30' STA. 19+40 TO STA. 28+80 'E"T.: 11"'Z— Q1n' EDcEwATER, FLORIDA SWE, 7 OF s 14 12 i ± 1 r r I o) I _ I I 4,c xK-4,11 I-�Z,I -— w o f I Z I I i� ' � —1 < I , I �' I CODI 1 I I I I o I L^j)X� ! I� I , I f`JX m ' I ^j ,f--- _ / `� O z I ' ! XW ' Ii I rZv 00 r I !� + Z I zz:X � I X ! _ 1 I( _ N — I I l ire C. X JJc.o 11 i 1 z r--- 1 O � I� � % f o X Lil X_ i X _ I I I X , 1 `1 x, I i jc� I I# I j • l0 I , I - I 11 • ;� I I X CD co x N I �. 11 00 = I 1 I I I 5680 50' 35" W 250.00 f rf �� S68• 50' 26` W 250. OS ( S68° 50 2 "W/250.► m , ` 12 _ I ! �, ---- - = --- - - --- 6 - =�-05'� S68° 4 4" W _ 250. 1 7 I I (� LID J crJ it Q / I 10 I L. X N680 49` 7 300.0 o t - - -- - -- - - — -- - v N 99. 8 _ w �______�__ ------ ------ ___ Ibe• o� � - -� 3ath ST � � N6s° 49� l-E t8��o ,o o � — ----� — '-- --- : _ — 1 r- iLo I n - g9 v 1 �, 0 249. 99 + ' uIal` / PLANTER - be 8 38" E �, , t I N68 49" 1 8 E 250. 1 1 i, i co Q x " I I X I t f l X , I I pp I6 I ! I O i t i x I ' 1 I x'`j i i I / �s l o ``' Y" ' I I I � i I i I \s oo �, 4 1 I /� f I c `X �II, I ( I► t , 30 0 30 60 ROBERTS ROAD SIDEWALK mww%mmm m SCALE IN FEET u 5 141 12 10 - +0.1 1,42 % 0.0070 0.0 0.00 40 0. 00% o. 31 10 8 _ 8 —6- 4 • 4 Q o 2 wo 00c� o � rn a, cp 2 z � ~ 00 Ste. 0 CL V) 0 O O O O O O O O (0 00 (D 00 O O O O O O O O O O O O O O O o O O O O O O O o O O N 00 O O O 0) Q) Q) cy) (3) Q) O) Or 0) O O O N I''7 h7 0) a) Cy)c� orn 0; 0; 0; O o 6 6 0 6 6 6 0 6 0 6 0 0 0 0 0 0 0 6 0 0 0 ` 0 0 0 0 0 0 0 0 0 0 0 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00. 19+00 CADD NAME DATE PROJECT NO. DES"�ED BY PLAN & PROFILE 87- 400.29 DATE: DRAWN BY 30TH ST° — RaBERTSROADMAR 1990 CHECKED RYI � � � rt SCALE• » .. HORIZ. 1 =30 APPROVED BY ENGINEERS •SURVEYORS •SCIENTISTS • PLANERS STA* 10+00 To STA. 19+40 vERT.: ' »=2ENGINEERS COLONIAL REVISIONS REVISED 9Y CHECKED BY CADD FILE NAME JACCITY OF EDGEWATER,-A0 • �505 EAST COLOAI DRIVE • PO 80X 538505 • ORLAMD(i FLORIDA 32B53 8505 KSONVILLE • 942♦ BAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE. FLORIDA 32258 FLORIDA ScET 8 OF RELOCATE (iF 14/6"IYARY) \ STD .51441 ?ff Frov/DE vlAl 41 P/,g?aI VCE 94#11Vv W1TL` EvaE 57X*-e - •EN,gUPE 6 "SHELL 6Z4SE(SEE.va7� drEtot�/) SECTION aA-A" PLAN NOTE": EX/9TIA16 SHELL )IL 141 PI-4e6' /S TyIPreAZ-1- Y s- ?Hlee e MEE' TS OR EXL'E6P9 ,96 % XOPIF/L"I1 PR627V AFN- sITY. ON77?N(VC TO EN- 5LIAY T1qA r .gh'1<'LL ROCk Al PUCE PRVR TO Ag - Ph'gLT APPL IC24WI / NJEFrg 6 1' )VIN. T#100E95 721 96 % V191,r1EP Rid e7W ,P�W51rY A g rM R-155- Z PAVED APRON DETAIL PAVEMENT AT INTERSECTIONS A PLAN I- COAC. S'5/OEW,4LK SLA8 r- /t' E. O P �A A PROFILE S' E.O. P. SECTION `A-A"— #4 8,4R rMvS. I CONCRETE CURB TRANSITION PC. I 3 °PYC L�A�nr 4"sHEc� B,4�' E.Y/9T CUL 1/eRT *`II rEAII 010-07'6 "'e041C. S/DEAVAZ K W/6x4-/Ox/OWJV,,,q EX/Sr. C All SAQ ENPWALL S'IbNC. C110 7X44/5- PC 1'SE£ 0cr,41LJ - Par- I!X I tr`tr. 3 P[S�• CUL y�iCT ell� 3" 0/,4. PYC DR41N I Ar1f MAXJWW- wx G'C.L. FEW �- W) WQ A/W I cANAL 6' (Af/N, l x 25 ' C'OAVC• SI Ek4fLK W/Mq s' S✓�i4I RCI-OCATE 'ANAL " MARKf — �.I�f/.IL 6lJ�ME.uT # COWfr e*I S1,4FA1&,4r 8' W/DE WA/ CRi FOSS111E W/fyOUT 01/E'9/ , 4A1G1I ROBERTS ROAD PLAN AT CANAL FLAT 141A TCH EX/ST. �- GRADE CREATE ` Z — 1Z , y�x ND R/OQE OR �eQP-oFF CROSS -SLOPE OPTIONS /PCASTic SLEEVE IN c. FENCE POST �E-Pnry G ¢ Roe�xrs Roao L 30' %lo' Eel'/S T/N6 P,4 %V,6-MENT MARKING ACCROSS EXISTING PAVEMENT Z' S'M/N. OPTloAIgL _ PENET�4T/QA/ TyPE —A I A gP9ALT W/ SAND 4 "SHELL BASE SEALER SURFACE. CONSTRUCTION TYPICAL SECTION OF a' SIDEWALK - COAIC. 91ACI✓ALK *Fmr / TUBULAR 149-fVT _ = Ar C.4A4.44 CROSSIAA� COL/a !vWl rE 4 't \.00 ED4 E TR4FF/C .STRIPE * FDOT IAIVEX NO. 6 00 SIDEWALK SECTION CANAL BOTTOM NaTE CoIvMCraR 7O EA/SURE /NTEQR/Ty OF WALL PU.�/N�, ('D1t/gTRUC'T/C!A/ J ANY Of1.b1.91�E,5' RES//LTINC, FROM CDif/5'TKUC'TA�if! FENCE INSTALLATION DETAIL ChoJn UM FWto *. 9 C.I r MoI Twisted And aora.d Too A4d 9o/tas so -we yo! la MQ.l I .•i• ;i'i'i'i'ii•�•i'ii' ii•�!iiii•••••i�� �•i•�•i �'��ii•�ii' ! • �� r ���i i��� j .•ei 'sti o•�••�•'�••�i • •i,'.�i �•'Ji�iii•�•iii! �W•••'.y • •••• +,h fi 4•i� • • • • • • • • • . • •, • • •. •. •. •.d�►�.•*i. Wi.•_• � on . • _ :. «..�. CWCrote Bass 11 TUBULAR - • k. DE TIAS OF TYPE • mores AthxA wts b be used ai' when oollod for in h'* pWu. AtWmwVs ho srl" to ,;:rr-:.`a� of restrolnt. Vd s oth.rwIse crftod for In ;4u. dlroct .:n of rostrulnl r111 Lao os &- war foJ 0001 an 1W16l access rlflyl of bI 146i, !DJ Wh1ard can aWfc lid a,ww iW of 6 erne. 1cJ LXttwvrd from 011111o• *V A?.orjvw f,,:!l1t1sj kcAla1 within Ah.AWW rho► e: ►,ay. W OU&w.,; f1:aa hlleradtk:ws, outfolls, rot *I teams, ar+:a. ;wilr,,.r oraw y.l 44,1;wr x.;44rl lxltlllos. feJ ba la on yWf WO-1 III TN AVvrn AW be doI to pravlde a drive fit over the kp of Lasts OW a oACWC Ako+4n/rd M,i.:lS w1fA h.i.Jdr :rC11�1ii, Allocew.,I to U puV tar LoJer the 4%wdro6t u0 yrke for Fdr,;1„ p. Type d l w1111 6.1rb wire Al1Ki4b.. 1 I Lf. ROBERTS ROAD SIDEWALK CONSTRUCTION SPECIFICATIONS 01010 SUMMARY OF WORK A. GENERAL 1. Work includes, but is not limited to, construction of a temporary sidewalk on Roberts Road from Silver Palm Drive to Hibiscus Drive, and a permanent sidewalk crossing the railroad to the "tit" school presently (06/90) under construction. 2. Sidewalk is provided primarily as a transportation link between new school ",y1" and the Florida Shores neighborhood, and is intended as a mixed use facility for bicycles and pedestrians visibly separate but parallel to Roberts Road. B. LAYOUT 1. Contractor shall layout and mark location of sidewalk on the site. Before starting construction, obtain approval of layout from City Engineer. Make adjustments as required. C. MAINTENANCE OF TRAFFIC 1. Contractor shall maintain vehicular and pedestrian traffic during the contract time in accordance with MUTCD for construction zones. 2. Contractor shall provide adequate detours for side street apron construction to be coordinated with City Engineer. 3. Contractor shall not prohibit driveway access to private property. 4. Contractor shall use flagman and temporary traffic control devices in accordance with M.U.T.C.D. for construction of canal crossings. 5. Contractor shall coordinate all construction activities affecting the Florida East Coast (FEC) Railroad crossing with the FEC and in accordance with the permit. 02200 EARTHWORK A. CLEARING I. Contractor shall clear and haul away grass and vegetation from sidewalk area. Clear no more than necessary for construction. 2. Contractcr shall remove and immediately relocate warning signs, guard posts, stop sign,, and other traffic control features. 13. 1--XCAVATION 1. Contractor shall ')ox out a cross section for construction of sidewalk. A mixed -in -place b.ise may be acceptable using on -site materials with additi•ies if equal to shell base. Provide independent Florida Rcgist.�!red Professional Engineers soil tests for City Engineer's approval of proposed pavement section. The City of Edg(,water will provide its own soils tests for quality control during construction if deemed necessary by the City Engineer. C. SH LL [SASE 1. The base course shall meet requirements of FDOT Section 250 - Shell Base. 14':E-47 Z.r`/.5 T/rl/G FACE Tp — BONo iI/ �S,U,y.9L7 To OLD. FULL OEPT// 45P9,41-T P,4 k11A1, A 'E�'oA/V5/O/V ,/o/A/ T (TYP. 2- No 4 B.4R5 S "x��" C'o,VCRETE 4-/E,40ER CURB. SECTION THRU CROSSING (LOOKING SOUTH) /_ r G'/17Ll./A1 v — I '7-'Atf2co w- i Eirl,5T/N6 45P�/141 7- F/C.LER. FL/L L 0E1:= 7-H rQS PW,4LT PX✓/N� BETl�V�E�c/ R,44L S 4MO h1,5, 4DER SECTION A -A CROSSING DETAILS, A 02600 SURFACE TREATMENT AND PAVING A. The prime shell base shall be primed in accordance with FDOT Section 300, using: 1. Emulsified asphalt applied at a rate not less than 0.15 gallons per square yard. 2. Sand -bituminous hot mix containing four percent asphalt cement applied at the rate of ten pounds per square yard, FDOT 300-6.5. B. The asphalt surface course shall meet the requirements of FDOT Section 333 - Type III Asphalt Concrete. 02800 TRAFFIC STRIPES A. Traffic stripes shall be applied along the southern edge of Roberts Road, and double bike trail lane delineators at all intersecting streets and paved driveways as described below: . 1. Provide 4-inch (along southern edge of Roberts load) and 12-inch wide white painted traffic stripes (at all intersecting streets and paved driveways), with glass spheres meeting requirements of FDOT Section 710 - Painting Traffic Stripes for reflective traffic paint. 2. .'alternate aid 1: Provide thermoplastic traffic stripes meeting FDOT Section 711 - Thermoplastic Traffic Stripes and %larkings, in lieu of painted stripes. 02S50 ROADSIDE TRAFFIC SIGNS A. Contractor shall move stop signs as requir: d and replace drainage components and install tubular markers all in accordance with applicable portions of FDOT Section 700 - Highway Signing. 1. Use alurninum panels. �2900 CHAIN LINK FENCIN6 A. Contractor shall provide shop drawings to City Engineer for approval prior to construction. In addition, the fence shall be constructed as described below: 1. Fencing shall meet requirements of FDOT Section 966 - Metal Fencing ti-taterials (966-1 Type B Fence). 2. Framework shall be 2-rail, top and bottom. 3. Fabric shall be minimum 9-gauge, 2" x 2". 4. Cement concrete sidewalk construction shall be coordinated to include the mounting sleeves in the concrete slab. 03300 CASTAN-PLACE CONCRETE A. Contractor shall construct concrete in a fixed form as a cap over existing headwalls, extending to the pavement as shown on the drawings. Three (3)-inch diameter PVC transverse weep drains shall be provided at the low points. Steel fabric and fence frame sockets shall be provided as detailed. In addition, the concrete shall: I. Be in accordance with FDOT Section 350 - Cement Concrete Pavement, with Class I cement concrete minimum 3,000 psi, 28-day compressive strength; 2. Be broom finished. i B. Transition Curb: Cast -in -place transition curb shall be constructed in accordance with FDOT Section 520. 4 "C'EMEA1/T CONCRETE I 4"SHELL ,8 AS E TYPICAL SECTION PERMANENT SIDEWALK