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TO STA. 38+20 »_ ' —30 1 = 2 9 -/Q • 90 P�QE-HIP C'HAN6ES PER C/TY ENG'hIE6R QG � APPROVED BY • ENGWERS SURVEYORS • SCIENTISTS • PLANWRS DATE REVISIONS REVISED BY I CHECKED BYICADDCITY FILE NAME ORLANDO •1505 EAST COLONIAL DRIVE • PO BOX 538505 • ORLANOp FLORIDA 32853-8505 JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE, FLORIDA 32256 OF EDGEWATER, FLORIDA SHEET -A -OF 12 10 lei IH 2 u a z 2 • LIVA _ LO X� 6( X W/co" Cl=- 4-t—s71 Z0 i 4 e" f �i € f I r • t ( € r N ice} CA rQ C3 i X t I 1 , j 0 t`t•', v i r cn a - -� w 1 z > € (� _ i m N� W� N 11 1� + LO k ED 1 Z € ,a / € X / € to ;� rq 00 '� 1 J 1 1 ccn 1 0 0 OD r ` ✓ � NJ i ml � t O € ao , � tC �_ c ; X cs, 1 I � � Ln O LO j 1 1 L----' -- ��= cz 1 J , `,X ` cn X J --- co 1 O i j I , , , 11 1 / . cn m X } I tcon LID I f I a' �``." 0 1 i �` _ __,, t �i II t 250.24 a p X >C >C c i r-- s 6 $ 51 16 W O " I € ' S68° 46' 37" W 249.97 , € ! '� )0 , 568° 51 16" W 250. 24 O S 6 8° 4 2 0 W 250.02 1 ``�-- -__ p € ---�'� _ ro -- a0 -- -•--- Q 5 6 8 49 6 W -I• cn �_ �........_ sv c�_.`°UT-2 UT_ U --- TT 0 - °0) X UNDERGROUND Q TE LEPHONE MARK PVMT l _ N680_29` _7" E. 299. 98 �Q 30�"f"1 �� 2 o ROBERTS R0 [�T `""`�N PV 299.9645 REN101/E EX/�3T CUC ERT..._ ..-... _ ..._ ......._ ... _ .-...' �` �...._...._ 6$ 4 9 7 E 2f9. 97 j �. _ _— ......_..... ....r. ....r............_ .........-, ... .w ..._ ...—r ..... .+....... ....... ......,.,. —� .i r•. err +..o..... ...ram +. ...r w... ....r ..mow «..r .ra.. ..w «..:w r.r j w.,.w u..... +.._ PA I/ED APRON 1!T ypJ ..... ,..... _. :�U -� r _.,...� '� �, ``�-' �oQ o -.. N 6 8 497 " E Z Til I '0 If 2 LbNC.. 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(189 7. 2 /ill v S. 5� 79 I ka)6.7 p w w p LO CD N Z M O) lu J � w O 0 N Z N W Q � (n U V) T O r7 O r7 O r`7 O I`'7 O r7 O 0 r-_ N Ln N r7 N N O N O N O N O N O N 0 00 Ln N O r-) Ln 00 O n €.n 00 O N � (0 00 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 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 I I I • r D /0'�'-Ia�J' )'ECORA9 P� FAN11VO ,E3V8 0. o% F/L � N -It O 0 O 0 N N N 9 /� 90 PRE-8/� CyAif/�Fs PER /TY ErUa,/�llEt� 0�� APPROVED BY ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS . L i I DATE REVISIONS REVISED BY CHECKED BY CADD FILE NAME ORLANDO ' 1505 EAST COLONIAL DRIVE • P O BOX 538505 • ORLANDo. FLORIDA 32853-8505 JACKSONVILLE • 9424 BAYMEADOWS ROAD • SUITE 130 • JACKSONVILLE, FLORIDA 32256 +0.7 ,2' CPP .,' ePlAv W O N Ln 00 rl- r-- lk � 0 (c) r- (c) 112 1 0 E:? on A" 2 u 27+00 28+00 PLAN & PROFILE PROJECT NO. 87— 400.29 DATE: MAR 1990 30TH STO — ROBERTS ROAD �ALEHoRIZ.: 1.=309 STA., 19+40 TO STA. 28+80 ART.: 1*=2' QlTY 0 EDGEWATER, -- FLORIDA SHEET -I- OF 9 IVA, 12 10 1 I �Tcxrz,�C�; no 15" 5WA1-15 PROF, +0.12% CPP s2" C. EEL PAP mm 0.00 -lz11,c P 4 Q 2CL Qf0 O > k4 o J� Q :< 0 CLV O O O O O O O O - rr) (D 00 `- cD 00 O O O O O O Cy) � (9) 0) rn m rn � rn � m o 0 0r- rn a) rn cy) rn rn 0� rn rn rn O c;O O O O O O O O i { i x E4/9 • C�:IWTE /NE P Of 0.0 S WLl [. 1�ROF/C. O O O O c O 0 0 0 c o-+ o0 1 + 00 2+ uu 16+uo 14+00 15+00 CADD NAME DATE DESIGNED BY DRAWN BY ID •eP -93 RiOCO 19 PRANNING 6 V a CHECKED BY 9 PRE- B/D CI-14.I /SEs PER C/TY ENAgI�tIEER 067 � APPROVED BY DATE REVISIONS REVISED BY CHECKED BY ICADD FILE NAME7� 71-45 ROBERTS ROAD BICYCLE TRAIL • •• SWAL PRD. /2" L /zi Z 00 30 0 30 60 SCALE IN FEET 0.31 8J /0''C. WIN 121 101 no 0 p W uj <� �; �lmm m2 � z� �0 _ Q �Go �c 0 O O O O O O O O O O O O O O N 00 �- O O O 0 0 0 0 0 0 0 0 O 0 0 0 0 0' o 0 0 0 0 0 16+00 17+00 18+00 19+00 PLAN & PROFILE PROJECT NO. 87- 400.29 30TH ST. -AR ROBERTSR O 6 E R TS ROAD DATE: 1990 .. SCALE: � , HORIZ. 1 =30 ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS STA, 10+00 TO STA, 19+40 VERT. 1 "=2' ORLAJACKSONVILLLE505EAST 4 BAOYMEADOWS ROAD -SUITE 130••OJACKSONVILLLE AFLOR DA532256 CITY OF EDGEWATER, FLORIDA SHEET OF 9 I � I * EXTEND APRON Z' TO A=,Af04t4rE 9VP34R - 0,­4' SHOULDERS — PAVED APRON —9' SWALE� .-.� ... ... .:O WHITE X-WALK 6' B/KETRAIL t -- 2 - CORRUGTED A(SMOOTHRELR ) BA — T 6 (TYP- ) � � � POLYETHYLENE P/PE. C0AV 1J.E.S. + * 4 STEEL PIPE W/CONC. (TYP. (PCORNERS) M.E.S. t BANK PROTECTORS. — — (TYP. UNDER CRO9S-5TREE73'.) 1 I I Nor'.�s W W � � � W Re%cafe exist Sfop Sighs. I Pairs Stop Bar 4t CnM-W,711< Stioes. I I TYPICAL INTERSECTION PLAN f 2' Z' I 68CDNC. SLAB 6" CEMENTED sHu oR G sox P. S•/. CONC. SLAB 4"CONC.SLAB �0. J (TYP.) W/ 1✓WF4x6-W14xW/.4 �6 "Cf�f.1JTEA,�LL OR 2 "CLR. I 4 "CDrI�'. SLAB �.�\ L'OlVV44TE'P R ZWr//YLENE REP ^0e t 84MQ4 TREAM--------- COMPACTED T1! 48% Of �10�/F/ED PROCT1Jie �Fi!/'S/Ty. DRIVEWAY CULVERT See General bole No. 9 Fitlei Linn Lurner V g t (� w � 4 =6 Bars f AllAr g w 4 Y '+ O C ; = SD G►- r 1 pq.w.tiZ y l CC V f y� 0� 4! 40Au %deo ov ioviE�� Ob ��"� PLAN 84 Brick Of Mon -Reinforced Caner fillet Concrete Or u 2•'6 All Around m " o 6' Reinforced Concrete �. 6■ One Cove '4 G 12' Ctrs. J' -6' Or o 4'-0' Did. H `= 1S• C!, iQ Both Ways In Center Of i a �` 3 � Concrete Wall I 3 . ` 04 Bars i 12' Ctrs '— 3 o E g o ,° Both Ways. Q o o W m�u h m o. 11 m Q3 u ~ ��m * * * * tiara 04 Bars 0 9' Cis, e4 Bars O 9' Ctrs. Both Ways. Both Ways. ALTERNATE A ALTERNATE B TYPE P FOR INLETS, MANHOLES AND JUNCTION BOXES TYPE P MANHOLE k9 GAL V. CL IPS SPACING' POST C.9P CORNEA POST GRADE �a '-e " ro cENrER �MAX� r_ #9 TIE l✓IRES 12 " O. C. L fNE POST BOTTOM RAIL 4 ` VARIES VARIES 9" eeNO 3"COWe, 2, /11.E.-9. BANK -W TO E011AL ,�CUL1�ElPT CV41N OFCU MIR STREET CROSSING HALF —SECTION �CUL�ERT�� BANA" PR4TEL'TOR f� -iI SwAtE _I k4 PLAN OF STORM( DRAIN END CONSTRUCTION f /0' 4' 4. 6' 4- s' 6' / r EX/9T. PAV 'T. SHLOR. SOP2ED ,;WALE 9MFTRA 1L ¢ ('SODDED) 6 /o= MAX. SLOPES ,S% IVAX.Iol - -------- ¢ VARIES --8.5 TYPICAL SECTION 1"rYPf5ff&Ph/ALr �"CEMENTEp ,�yELL BASE 6 "COWPACI �B-1a�40E �' /0' 41 q' 6' 1► EX/9T PA V' T. 9HUR. �WOEP Sl✓AL.E 5X 5-TR41L S1�sfLIDIv,SW�ILE DYf�P/ � S✓4LLE P/PE MAX. DEPTy "LE TYPICAL TRANSITION SECTION EA E OF PA DEMENT 4' SHD!/L PER 2' O/TCH Cf/ECK _ 5WAZE A- Rlhl IRl TCH Cf,/Eel< O F/LTER I PLAN Z. FEiUCE S14/V o CEMENT \ R/o- R,41:' a4W P�TEcTioN C. . FEiucE EPDXY GROUT Po5T � PVC SL EEyE I SECTION A -A 4/W C.L • PEA/C= /o' 4' � 5 4 5 � ` 12':rf2" COAAC. CURB — — 54MD- CEMEAvT RIP--R4P I SECTION B-B /0:/SLOPE<TYP,) Q' FLAT A 3�' >35Tsegrey�te '¢' /o' Cer rli�e min file _ /90o mer7t- S�oU1a�i- s alb iJ� fi/fee �bri c sWACE avrraM SECTION A - A fii/ter /1?edi a A NO TE ELEW 7VA1 Ar O/TC'y ('f/ECkkk TDP V BE gY 5VOW65C cAJ TX� S� DITCH CHECK DETAILS CANAL CROSSING DETAILS _-EX/ST. ROSERTS ROAD PA V'T. / MZ " TYPE S.TT AC-9C MA TCH EX IS T. Coll CEMENTED SHELL BASE I2" COMpACTE� SUBGRA�E TYPICAL PAVED APRON SECTION FULL. 0EPT,�/ ASP�gG T PAI//�t/4 /" TYPE ,$. ASPHALT A .01 SHELL 8 sE , , �CONC, T/E , ✓01VT (TYPE 2- it/o 4 B.4R5 A S "X,G.,, C'o/vnR ;w lyEEWPER Cuf3f3. SECTION THRU CROSSING /�E,4i Z.rl5 T/NG- PWC F r© — BOND /VEWA5/71.14Z-T TO OLD. (LOOKING SOUTH) i" AI/9rI_lA/ .. I r. - ze f 45T/A/6 45oNW LT FULL OEPTH W5P11,4LT RAAM/ f ETWEEN /V IL S 4AI0 fi ,40E'R if035:5. SECTION A -A RAILROAD CROSSING DETAILS 5'-5' _ i .I2i' •.o- 2i' .I kn;I- b , �+ �. a a �, '` 1_ to 08 ;8 PLAN o PLAN • Grote T Grote o- J_ T s � Eye Bolt i J -F-ye Bolt See Index 20, _ 2" Cl. 1 See Index 2UI N I V 1 y #4 Pars O 12. Ctr5, I4 Bars 0 Z N 1 SECT ION SEC T10N TYPE C TYPE D Recommended Noximum Pipe Size, Reco+vnended Moxir■/m Pipe Size: 2'-0` wall-18- Pipe J'-l' Wolf-24' Pipe J'-I' woll•24' Pipe 4'-1' Wall-J6' Pipe 4 4$. _ to v w o a TYPE C TYPE D Stro;Oht Bars 2'x �• Stro;ghl Bars 2`x • Retku ;ne 80r5 f S' x J'' Reticuline Bars ty•x Bonds 1 f •x;• Bonds l j'x 4' Appeal, We;phf 180 LDs. Approx. We;Ohf 1W Les. DITCH BOTTOM INLETS CHAIN LINK FENCE DETAIL