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Roberts Road Temporary Sidewalk - Construction Plans - May 1990INDEX OF SHEETS 1. COVER SHEET. 2 -8. PLAN & PROFILES. 9. DETAILS & SPECIFICATION. CONSTRUCTION PLANS FOR THE CITY OF EDGEWATER, FLORIDA ROBER TS ROA D PREPARED FOR: CITY OF EDGE WATER, FLORIDA MAY DAVID L. MITCHUM COUNCIL MEMBERS GIGI BENNINGTON RUSSELL A. GOLD THOMAS A. FISH DANNY K. HAYFIELD UTILITIES DIRECTOR CARL R. OVERSTREET PREPARED BY: TT ENGINEERS SURVEYORS SCIENTISTS PLANNERS ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA TO N" SMYMA BAcg SR 44 TY OF )GEWATER cr 1 PROJECT LocA77ON k' To T�!Trl ATLANTIC OCEAN INDIAN WVER PROJECT 87=400.29 MAY 1990 A � • i I i T X' + iv } i ! � f Cxt r Ln OD I _ CT? � �cr)k _ , l o t I z f_ + _ X C cor r i r --- r C� r r o ' 1 1 n3 !- Y'"'Y''r/'Y �.�`` �r-�r .._..� —! r I l m ! l x , r j I © r X r C7 f --4I 1 f ' t� I 1 / I --4I I I ° r r + � � r tf � J I � toj I I �` i � r 1 � 1 Lo Ln I t ♦- i 1 I (.� t ( I 0 ' r \ I Lo i I j l \ ❑ �J' (/i Q 7 ! i I I ! CID�, 1 l j � ! i ryry�� CID j '� '� l I f o �, J Lr I ► I a) ! ► " cn i — (� I En OD L'i • I b i �. A I { 1 j 1 p o I / I / � f,/ C _ ( I_ �o � I !!1 � : 9 x�- I - I X ;..,. '_'_ — I -- \ � 1 1 � o t d � � ✓) i t 0 I CD 0 1 Qa m � t n I f r S. Q I°�} i S68° 49` �80 W 274 9 f ; �'_ f` 1 ��- ? S68° 49' 18" W 274. 92 CID I ( 1 `� v' °� `J ' ^`30. Q, t V) c� � -' -' - -- -- --- - ----oJ'' l / CAII �ti �2 .0� 568a 4S �?� 1H �k��° 4g a ��� ' z ��j ��% cn ° r— � T-UT-2 --- �lSvo v v<a ie& 5�AWlk t ----.__-.—,%r-6 lid. 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S'/DEt✓✓,41 F/LG. �c'�� 30 30 60 ROBERTS ROAD SIDEWALKI � SCALE IN FEET 18 18 16 16 +o. 7 14 — .31� +0.2�� 14 12 12 10 10 8 f ,Sr/,sT 24' . 8 i IQ, LL- --� 6 HIM 1? 6 -Ji < z -r 00 �° < EsQ z C) Q — 4 0V) 4 d- Q) CD O 00 r- (7) N 0) 00 O CD m 1- 00 � 00 00 N N N c.D O � 0) r- N N n CD O r- . d- I f) Ln I_f') In I.f) �' d' �t d- �' d- d- �' � d'�- 67+ 00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 CADD NAME DATE PLAN & PROFILE PROJECT NO. 87 — 400.29 DESIGNED BY DRAWN BY 30TH ST. — ROBERTS ROAD DATE: �A� � 990 CHECKED BY STA. 66+40'TO STA. 7 3 + 8 5 +- _ M SCALE: HORIZ. =30 VERT. . 1 ~ 2' APPROVED BY ENCAWERS • SURVEYORS • SCIENTISTS • PLANWRS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAMEJ ORLANDO •1505 EAST COLONIAL DRIVE 9 PO BOX 538505 • ORLANDO FLORIDA 32853-8505 JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 JACKSONVILLE, FLORIDA 32256 CITY OF EDGEWATER., FLORIDA • SHEET � OF Vow' I z It co Q f cr; ` - `t` CT) ! i C0 Q _ rrl 249 92 rn 0 r Q �7 299.94 d� f N68° 49" 7" E S 2, T i 30th Lu rQ .47' 1 3" L 249. 72-- o O 00 o cal O Cr Ln I m� 1 I '� 1 I I r*'! I X ICI i •� Ln ' I � # i �.., _ 'r ',• y,-..� - ! i # ry � i� CID W c 1 i I i T -x- _ —' y } (D CID � � ! I Ii a 4 ! ✓,� 2CJ0. 2 I 68° 50' 46" 0. 1 7 �, 50 W 250. 23 568 ->v W o Q S68 51 43" W 250. 16 '` _ + �; s I 299.96 ro0 - - r.- 02 c PVMT 0. 03 _..` -- --- -- - 305 03 N680 49' 70F �� - 'V 8 49` 7 E -- t� 30th ST 2 `�` ry Br6//31 gr1US9 P�i&/7 �tfli'P/17c97f" '' ~ �� 2 t <6`xe6' �ne�f Camels 5Idewale�e,�i*11 I - - - i PVMT - - ' t -67�w ,�'' _ fT� - _ --- N68° 5 37' E 249. 91 , , + N68° 47' 50" E ,r250. i 2 -° y_ ' '� `\ \� N N68° 50' i i "E �249 98 Q `` ----- f `PLANTER) N68 47' S0 E 250. a 2 \ ` X b -a X W I : LID I }J x ' ' t 1 1 1 , 7w j i D a f I a y -''t ► J `� -- �` I J I I I - j.41 30 0 30 60 Mimi ROBERTS ROAD SIDEWALK SCALE IN FEET 14 0.23 0 12 .60 _-�n% --------- ------- +0.14% 0.14 10 _ X15T. 8 36" I ir 6 l 4 w 0)o �0 00 �..- w 2 0 - _j + < Z r-, Q� U 0 U cn CD 0') N L 0 CD Q) N Lc) `— m Lc) 00 10- Ln to L0 00 a? 0 0 N N n d- CD 57+00 58+00 59+00 60+00 61+00 62+00 CARD NAME DATE .� DESIGNED BY DRAWN BY z CHECKED BY ' Q APPROVED BY W DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME +1. 4% 00 00 N `fi CD 0 � of cy m Z) cD Y . Q Q_ N O) O 00 r7 � 64+00 + .16% +0.5 14 12 10 8 6 4 2 0 f) CD 0) N co 0) �CD 00 0 00 65+00 4 66+00 PLAN & PROFILE PROJECT NO. 87—400.29 DATE: MAR 1990H ORI Z 30TH ST, - ROBERTS ROAD SCALE: ~_ � . 1 34 VERT. 1 "=2' ENMEERS • SURVEYORS • SCIENTISTS • PLANERS STA. 57+ 00 TO STA. 66+40 ORL.ANDO •1505 EAST COLONIAL DRIVE • PO 80X 538505 • ORL.ANDO FLOROA 32853-8505 CITY OF EDGEWATER FLORIDA 3 � JACKSONVILLE • 9424 pAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE, FLORIDA 32256 OF SHEET �r 14 12 11W E:7 101 M 2 x 0 z` N 2 jJ_ T' T Ti p< ��/ f l ' r i-`b I N,ram \ C] — , I j , • `� - �i) j tea`'--_ %cam Ix t t I �.. �--� � � r_. ,, � ? i i � � � �� �_ _ ��- - �� � I g, 11' w/ \ /G C �' N i C ► � rV 1 •� 14 t t I , L A I ICAI I II III T N I I, x LA500LO Ili i 1i j ' I I _ LA , - ao J A I i i JQl I i j - a� j 1 ! m cc °o c 1 1 � I -n ; I I S 68 ° 5 ' ' 3 " W ---, �-�' f 1 --- --- - -- �-� f _ _. -- �, , I m ry A � ' �I � ( - --- --- - � 250.31 --�'" , I �C - � �.._._ �-....� IS --•._ � � - o - _ . _._ _ Lo *� �_ __-.�-- — �- r 1 l x _ co Lm 250. 12O L, sI ::::,� �_-, c - 7 0 `` IO ` ----- lu - , MT i u�, . -, 29 94 3 h LU _--_.—.------- - - - -------... -----_....—_.. -- - - ___ — r r Q' 299 7 N68 ° t` t ILL I i N68 4 v 7 I 30th S T 'j I_____.r 4 I I �r y F0 = j' S680 49' f " W 249. 92 f j �' S680 + I c PVMYSGo I pvMT037 J U) - - --- lo _ ?? . I "�6 H ° 5 t d a ' ' S C� . 3 _T_ o - - - �_ �_-�.`_._ ____.__ - N 6 8 ° 4 4 i 3 " E -- _ —_ 2 4 9. 9 9 -t-- _ o - -- - _ 8� q i 3 • E _N ° I r — —. . 3T + 1 -- T `_ !ly �� c c N6 2 4 9. T 2 1 68 LAI Lyl - I I 1 I � I • ` 1y 1 � l 1 i � � { { `, � � I i I I � , � rT•f m 77 j. 00 I I x I I -soo x r X I t III {LTI X r l � � 1 , � I l f r /.• .' i J j x ' I , + I I � ` i r ► 1Tj, f 30 0 30 60 ROBERTS ROAD .,"SIDEWALK' mw9%?w%m ___m SCALE IN FEET —0106% rn 00 � N N N N N N 48+00 Lo �- N N N N N N i w W m W � W 00 Z 4- a: En 0 N N N C_j 49+00 N —0.19% N cy) Lf) 0 0 0 N N C_1 N 50+00 r- N-) 0 O 0 0) () 0) 0) 51+00 0 0 0 0) 0) cy) t� Ld W cy- W 0 lmw cr_ Lo 0 .Q cl.� 0 0 00 (3) 0) 00 52+00 00 00 0 00 I� 53+00 CADD NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME t� 0 s— (D N c0 CD 54+00 .22t ENCMERS • SURVE S • SCIENTISTS • PLANNERS ORLANIDO •1505 EAST COLONIAL DRIVE • P O BOX 5385,05 • ORLANDO FLORIDA 32853-8505 JACKSONVILLE • 9424 SAYMEADOWS ROAD. SUITE 130 JACKSONVILLE. FLORIDA 32256 —0.1I3% 0 c J Q 0 cl- cr) � W _jcn W !� z .Q Q- V) 12 10 no IH 2 I CF) d- O I� tf) N O � N 55+00 56+00 57+00 PLAN & PROFILE PROJECT NO. 87 — 400.29 DATE'. MAR 1990 30TH ST. - ROBERTS ROAD SCALE}JORIZ. : 1•a30- STA. 47+60 TO STA. 57+00 ART.: VI CITY OF EDGEWATER, FLORIDA swET 4 of 9 1 z g z W W 114 112 110 iE t i i CJl � f r 1 r �{ I 1 1 I a - ---------------- r Q I I P r- � N V cc L71 c I to i ITT— :, rj ou V 1 1 — i iT I 1 t �6 ;r i �` X r c`� f� i co�S f Q I �r/C(D/_) Imo T1 1 t L z I ° I f \ I I CD *v { Ay :• ,� X.- ,� �� Z,,x. — r co ..... I (� — 1 : ' 11 -� 1 I CJ cp l to cc rQ r` S 6 8 ° 4 9 4 6 `h /5 `' �+- ------ .....__ .__S46'6S 494w °° ; ` 31 W 6848 . UT _ _.- - -- - - - - -�UT _ -- -- -- - — — __ - — - - -=_=_------ -- - -'-- - - - -_— - — _"~ �" - , -- _ �_ ---- ---- - �__ - ------ - --- - r - - -- - -- -- jam• r_n I BUS SHELTER -� I r� �- _ _ _ _ -'---------_-- _-- 4 41 ----_--___42 ____.______-- u- __ �•d P'- { PtiMT 45 W 4W I 47 ! a 1 tick° 49 L N680 49 }-- 299.89 3 -(it- ST ^' I .2' 1 30th ST I �D I I w s •M► .N.• •rr w w..•..aab _ . _ .r...r.. w... _ .... .r wru► M+w ....+. r+ +s.w +..r.i •... aw.. ,.r.a.a.. 'awr 4...I,Ie -1.1t. w.. MI!rw 4< Nor- _ .- -�. r..►� �-_. low Ilia — .- - � - _! ._...-.___ - • " - - -. - ._ \ � .rwry. L r,� see / _` ._-.___--..-_.—..-.----. r_—._ *•`-. _ _. -. _ .-- _ _ _ - a s . *i 6 $ `i C ti Tl + rn , 4 �2 4 9. 5 ° c: t7 Q 4)' Lr f" I ; r € r} I I I N680 52 3 1E---.....-� I t; i 1 ! 250.25 >� I 6' 00Ln S 11 1 i icn , 11 I I I - s zI ! T 11 iI 10 I .•• _ I J' � 1 i I I I r� �� p 1 I 1 II II � 1 + d. 26 0.447 0.Om% • •, ROBERTS ROAD."SIDEWALK +10.24% SIN . 30 0 30 60, SCALE IN FEET —0.21r 40� 0� f L__j -J I J l!� Q 0) a- 0; 2 _j Lu z� >- C 14 LLJ Lo cy • Q Q 0 M V) �- r4� 00 d- O) cy) Ln 0 O) 00 cD Ln d- ►� 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 lql- 00 r10 00 n 00 d) 0 (D N 00 n O) Ln rn rn 0 0 N d- Lc') cD 00 rn rn rn rn rn rn rn rn rn rn 0) rn rn a) rn rn rn cy) 0 0 r4 �? N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N t� ►'7 N N N N N N N N N 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 141 121 101 m 21 m CADD NAME DATE PLAN & PROFILE DESIGNED BY DRAWN BY . , , . 30TH ST, - ROBERTS ROAD CHECKED BY 1 " ' � STA*38+20 TO STA. 47+60PERT.: APPROVED BY ENERS •SURVEYORS •SCIENTISTS • PLANERS- ICADD FILE NAME oatAroo • 1505 EAST COLONIBAYMEAL DRIVE • AD BOX 538505 • ORLANDO FLORIDVILLE,A FLORIDACITY OF EDGEWATER, FLORIDA JACKSONVILLE 9424 BAVMEADOWS ROAD •SUITE 130 • JACKSONVILLE, LORIA 3225E PR°.�� No. 87 - 400.29 DATE: MAR 1990 SCALE "' �"iORIZ. � - -3O ' -2C� SHEET � OF 9 DATE REVISIONS REVISED BY CHECKED BY • ►•A a- Q�' w Z J V H 14 12 10 lei 0 m 2 re 0.00% —0.11% cb /J 4 I i " II I I I I CID j _ • x � I A, •� i x l i� I I � ,-- r' i Ln I I i ,O 1 I ,Lo co 5- r CIO 4 I, 100 I i I Lo OD I � I lD I 0.00% 1 0.00 —0114% - T-- + 0. 2% ROBERTS ROAD,SIDEWALK- + 0. 6 WNW +0./ Pill, �i 30 0 30 SCALE IN FEET Iml 121 101 zw CMP 6 I 4 p w w - p Z M }- Q J0+ C ' w W O N Z Q N • 0 IZ f-- (n J U F-- (n 0 0 .0 r� rr7 0 r� 0 N-)r� 0 O r7 0 r� � N Ln N r�r) N N 0 N 0 N 0 N 0 N 0 N 0 N 00 - N 0 Un 00 0 r� Ln 00 0 N � co 00 0 N O �" N O N O � N I� N f� O� N �' O o r-- O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- N N Ln 00 cD cD 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 v CADD NAME DATE PLAN & PROFILE PROJECT W. DEsi MD BY 87-400.29 DRAWN BY 30TH ST. - ROBERTS ROAD DATE: MAR 1990 CHECKED BY I I I � STA, 19+40 TO STA., 28+80 SCALEHQRIZ. � =3O vERT.' �=2• : APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME ORLANDO •1505 EAST COLONIAL DRIVE • PO BOX 538505 • ORLANDO FLORIDA 32853-8505 JACKSONVILLE 9424 BAYMEAOOWS ROAD •SUITE 130 • JACKSONVILLE, FLORIDA 32256 l-,TY O EDGEWATER� �j __ FLORIDA ___�_ 9 0 z g z W W 114 112 16 Cb ,ice O> `'' } I I N x Ln N f J r 1 - _ _ < � < CD I I [.!t I �~ •� -- -, L— vo,� �,�NJ x X. Q,xrn x '`1 / n 4,� yl LDC mx" I I I xr: LDw �l�✓ c I i Lo LD x In co ` ! ^may 00 x [TX.y ,VLjo --4 > > ?_ 5t�$° 5G'5 w 2 0. GCS , 6�° 5�" 26` w 250. 05 ( �6t�° SG '6" W r� �. SSG. 0J o ° !2 �-___ _ '�- t �,I �-� �6$ 4 4 W G. 17 I (`.``a 'Cf - _-__.._.._..__•-- -- - '-_ _ _.. .- -- __-- --- �.__ LD is [D - Oa -- ----- -- —_-- i10 LID W ft p 1 _ ' � � J -- � � C 17 3 _ N68 ° a 9 7 • __ __--. -- _ - _ _.- .__ -- _-- _ - Oth ST CID j, LD -- W — - -- >< --- - _ y 03 4 - --- - - -- .._ --- _ _ , I H w �� t I �v £� 8 49 18 E v� 250. L p D ` I I -- _ C� __---- .. I I I CD � - v f,.. -V✓• ,ate, I i i � 'f'"_ �..... -Y' f ' l ' I I _ 1 / / - - �_ I x f --� Y \' - =� I i ; I , 4 ;a `� I I �`` __ —___ j l - fico i jI ILp � i t 30 0 JO 60 ROBERTS ROAD SIDEWALK SCALE IN FEE, 141 12 +0.1 % 0.00 a 0.0 % 0.00 10.00%1 +0.31% 110 s s 4 • 4 2 J 00 Q � o -_ - �oi 2 Lu + J O t Z 00 V) (n D 5; 0 . Q cl-� Q a_V) 0 0 0 0 0 0 0 0 0 NO QD 00 `- 00 0 O O 0 o O O O 0 o O O O O O O �-- �-- �-- �— r- �- r- r-- -- O 0 0 0 0 O O O r- r-- -- O O 0 O O 0 N 00 � O 0 0 Q; a; Q; o; Q; a; Q; Q; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 r-- 0 0 0 0 0 0 0 0 r- 0 0 0 t— 0 0 0 0 N 0 0 r-r- 0 r- 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 PLAN & PROFILE PROJECT NO. 87 400.29 DESIGNED BY DATE: DRAWN BY 30TH ST. — ROBERTS ROAD MAR 1990 CHECKED BY , " , � , SCALE . fi 0Ri z. � = 3�• APPROVED BY EN-E-ERS • SURVEYORS • SCIENTISTS • PLANNERS G STAo 10+00 TO STA. 19+40 vERT. '" 2' DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME QFjL/tt�0 • 1505 EAST COLONIAL DRIVE PO BOX 538505 ORLANDO FLORIDAFLORIOA 32853 8505 JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE. FLORIDA 32256 VI 1 !N 0� ED���A�R� FLORIDA puC � OF .x7GET A Z11,o4VEQ /Nr6e$&7/NQ 57 ' L W W RELOcA rE ��F �vEc�ssARy� N ,5-w, ,.5/4,v 70 R) O✓IDE .4ilw 41 ply7?WCE 8EN/Nv Wyi 12�' EQl3E S7X� '- 4" MIN 7, t �' rYPEs M A05C EX/S T/A/G p V QASE(,SfE,�/aT� �itd) h SECTION "A -A" n D 7X4V5. PC SEE• Q�7rl/L� FPOIr (TYP. 3 PGS), R� TE CJW "MAfG� S' S/l%✓�4LK 6'C.L. FEa WJN4 CUL Wt1 5"00.4. FYC DRA/n/ f _JLrCA*41 6,456 6dIr cANAL 6 ` /MIN.) x 25 ' CONC • SZ EkALK W/M? s-' S✓�iv,�Llr R6Y 0CAT-F ',4NAL " AM Rn .9 e'0W 5!T COANC. S1VFA ILK 6' w/oE WPrRJ- PossleU, oryour ovi-914WAIPAIG R ENQ VALL . z ROBERTS ROAD PLAN AT CANAL PLAN NO TE-: E�X�/1 TA//1/6' �/�`1ELL ROCe //f/ PIW6' /S / 101e1 Z_L V v '( TH/C,e e NEE Ts OR EXOEED$ q6 % MDDIf"/ED PR�TQR DF.N 917 ONT�,QC'T�R TO ENSUiPE T1� T .9//Z'LL ROCk XPLACEPRVRTOA9- PNZLT AP)PL l217VA1 1 iEFrg 6.01 MIN. T1711el WE9.5 70 96 % A-91FIEP P5fd e1_V R P60SP-Y A S TM D-1557 PAVED APRON DETAIL PAVEMENT AT INTERSECTIONS A PLAN I MAC 5' S/DEW,4L K SZAS , r /t" E. O, P �A PROFILE S SECTION "A -A" - -- - #4 914R %CANS, /V. CONCRETE CURB TRANSITION PC. I 3 "PYC ORAIIV 4"ss�Ec[�L EX/9T. C(/(11EXT 'C L . FENCE I_---6 "CONC. S/OEWALK w/6x6-Ar/0WJ0M EX/Sr COA/C. BAa ENPWALL. 6;,rlS T/N4 P'Q yFMENT MARKING ACCROSS EXISTING PAVEMENT FLA T AIATCN "/,I T. Z .s'M/N. �- 6RAPE. CREAlE 0Prl"L _ T )P1_NE7V T/oN TYPE NO R/OQE OR - A 4PN,gL T W/ S"49 MAX `i OP -OFF. 4 SHELL 8ASE YtALER SURFACE. CONSTRUCTION CROSS -SLOPE OPTIONS TYPICAL SECTION OF 59 SIDEWALK /PCASTic SLEEVE /N CONC. FENCE Pasr�' ¢ RoW-CT.5 RoAO CONC. 9/DEWALK EX/s7" r 10 +�FQor TY4611LAR 1"fA- OT S'OL/D W1117-E' 4 EPd E TRAFFIC 57R iP67 O FP07- 1AWEX NO. 600 SIDEWALK SECTION CAA/AL 80MAI NOTE:' Za41M(fT_1R V ENSURE- /NTE�R/T Y OF W.9LL PURIAJ�3 CDti,97_RWT1JN 4N Y D/��If1�Es RESULT7rU� ,�Dit�1 GD�t/,5'7 [lC'TVN. FENCE INSTALLATION DETAIL • • .,, , N , •••� ►�••• ••.�•�.�•b•.;, f.••❖. •I.*•••••���$ . • •;�k . •••• ►'••••.:.;•�••• sty if o �•••� . •i i•�•••ii ••••••••i�.� • ♦ • • • ♦ a�� INM Nores AtftcA~ts to U used ony when oaasd for to the pions. AtfarJmpovs 10 sKtsrxd in of restraia. uaw ouNrwtse called for 1n ;lau. dlrscl!-n of rsutrolyd wrll be os fowSi W DjtwuN on IWI J occess r111 of b-W tlrt.e. W 00owd on oW r oae« d a;& r ls► d of rims. red owward rrea vitlttim or'j.' A-:arA.s f"ji/1101 kzolal within htyra.w rV1 a ►.vy. W GL&.,:.; f:., werd dlfu°w, outfdls. retool'h u wslns. Gt=a:s, �;rr�,.r grew ,rat d/r.l;r,r sc;; vl1 focltltiod. W hrvlct on poJastrlw-i nWt. The axroru *W be d@*JW d to praode a dfw fit over the by of posts Wa to LbQwc 3a.rS %ill r In S;,aS » 11A t u+%.r r :.O rj . Alla&r-e- 's to W ;u1J fir uJer the c,wwto,l uul vrko for Fw.;b,p. Type d (With 6urb Wif1 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 "M" school presently (06/90) under construction. 2. Sidewalk is provided primarily as a transportation link between new school ",VI" 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 I. 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 I. 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. Q 1 . 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 EAI:THWORK A. CLEARING I. Contractor shall clear and haul away grass and vegetation from sidewalk area. Clear no snore than necessary for construction. 2. Contracter shall re•nove and immediately relocate warning signs, guard posts, stop sign and other traffic control features. 13. i7_XCAV,NT10N 1. Contractor shall `)ox out a cross section for construction of sidewalk. A mixed -in -place ;).ise may be acceptable using on -site materials with additives if cqusl tO s-41cll base. Provide independent Florida l:cgist^rcd Professional Engineers soil tests for City Engineer's approval of proposed pavement section. The City of Edgewater will pro,.,ide its own soils tests for quality control during construction if deemed necessary by the. City Engineer. C. SIE-1-L 11ASE 1. The vase course shall meet requirements of FDOT Section 250 - Shell Base. FULL. OEFTXI 45P9g1_ T ,`4ViN4 4 "THK. / Cave- sif)F_WqL.k' A ,4/E,47 Z,rr.s rive- ,&0N0 /11EW ,gS/='ygLT TO OC.D. ► R EX/ S T /NC, CONC. TIE - - .. d S 7�� �E,f'PANS/Oti/ ,j0/A/ T (T yP. 2- A10 4 6141?5 CONCRETE /-,'FADER CURB. SECTION iHRU CROSSING (LOOKING SOUTH) i GP//7c1./A/ Ll _ I TAOCO -,r i Eii'/ST/A/6 45,4-19,4LT F/L L ER. FULL DEP7-f� �%SPf�f1LT %�A✓�N� BE" 7'A16E/t/ /-3,! /L S 4/VO f/EADER �uRes. SECTION A -A CROSSING DETAILS, 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 I:oad) 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 required and replace drainage components and install tubular markers all in accordance with applicable portions of FDOT Section 700 - Highway Signing. I. Use aluminum panels. j29,)0 CHAIN LINK FENCIN" 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 ,iaterials (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: , 1. 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. f B. Transition Curb: Cast -in -place transition curb shall be constructed in accordance with FDOT Section 520. 4'`CEMENT C'Ot/CREETE i TYPICAL SECTION PERMANENT SIDEWALK 0