Loading...
HomeMy WebLinkAbout1991 - (#56) CR 512 & Off Site Improvement Plant 6 F 512 y 00 I r - - V ' ------------------------------------ 11 FUTURE ROADWAY IM 'ROVEMENTS BY OTHERS. J REFER TO DRAWINGS PREPARED FOR INDIAN W RIVER COUNTY BY Ll )YD do ASSOCIATES. - - - - - - - - - - - - - - - - - - - - - - - - - - /------------------------------------- W m \ FUTURE SIGNALIZED_ _ - - - - - W INTERSECTION i 0 o PEE (BY OTHERS) / co (FELLSMERE RD.) a Q5 z Oes�gn 5,onfd = .55 Ml n N. ( v r, LIMIT01 �, \ - - - - - - - - - - - - - - - - - - - - - - - - - - - T♦� ' Q re Exe`stl�9 Ouch --� - is acmove 9d 0o x15teC7 \� 5&wcen End 5e-ctlon EXISTING 24' 36"C. M. P � Z_f ASPHALT PAVEMENT - - - - 4+00 400 .1 3+00 ♦ +00 ti 1+00 0100 ♦ W will. AQ r (-ovcd shoulcicr .► 4" WHITE ti 4" WHITE y PROVIDE NO OUTLET' & `t' SKIP STRIPE 11 SOLID STRIPE STREET SIGN (D3/W14-2P) 11.b vr - - CURB FLARED E D. 4' WIDE HIGH INTENSITY - - i•� EXIST. 12" WATER MAIN - --- --- CROSS WALK PER I.R.C. U - STANDARDS - ... �4 CURB_ FLARED END Q Exestl -9 etch © ?90fof 3�"Q.C. P, N 3d'10'3T E r t 1 1 1 1 1 1 -� - -- - -- -- -- - Q 27' OF C.R. 512 RIGHT-OF-WAY-- • .. CONNECT PROPOSED 12" WATER _._ - - _ . STOP SIGN (3. R1-1) 4 TO BE PURCHASED BY INDIAN RIVER MAIN TO EXISTING 12" WATER / `V 2 M� �crcd End Scct�on COUNTY FAR PROPOSED FUTURE MAIN WITH A 12" TAPPING 295' OF 8" PVC S.S. O 0.2gX / � lYIe farad End Section 0. 0. I [ndcx ?79 _ MPRO-VEM'I_NTS TO C.R. 512 ROADWAY _ SLEEVE & VALVE. 24- WHITE STOP BAR D.O. l lndeX 073 A I f A L210' TAPERL+C 125' STORAGE 16. 25. i .,I m1 Q) x ------------------ co Q I C. R. 512 (FELLSMERE RD.) Q --------- ------ I11 - - v? 2' CURB AND GUTTER PROPOSED 8'-7 + ASPHALT BIKE PATH Q - -- PROJECT SITE NOTE: tall 7rofflc ng wdt In �'ourrty Q�ght - o f - Into y to be ("M7fed �i C.R. 512 AND OFF -SITE IMPROVEMENTS PLAN SCALE: 1 "=30'-0" 3 PEE Q5 Az OSegn Spud 55 A11' P. N LIMN 104 - -7 - - - - -�+-- - - N _. EXISTING 24' ♦ �' N I ASPHALT PAVEMENT e -- U -- _-- - - - -- - ©EXIST. 12" WATER MAIN -�'-- �d7.2d%K -- -- PROPOSED S.S. MH #13 TOP - 23.0 ExlSt�nCJ OCtCh S. INV. _ 11.28 I1.17 E. INV. = 11.23 11,13 295' OF 8" PVC S.S. O 0.29R n. C' Z CONNECT PROPOSED 8" PROJECT SITE PVC SS TO EXIST. MANHOLE INV. = 11.09 l7 "'-EXISTING LIFT STATION EXISTING MANHOLE TOP = 23.08 N. INV. = 10.92 4:Z5fE. LT 3 B U I LT _E y. Ln ' L o r Z a O N o� = Z �W W JX WW PROPOSED S.S. MH f12 CE STA. 9 @ 15 o + 7 TOP = 24.0 N.E. INV. _ 1e5 12.03 S.E. INV. - 12.30- I Z JCo GENERAL NOTES 1. REFER TO SHEETS 20 & 21 FOR SECTIONS, DETAILS AND SPECIFICATIONS. 2. ALL WORK WITHIN C.R. 512 RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. UO NOTES: CONSTRUCTION 'L �,i� 1. FLAGMEN SHALL USE STOP/SLOW PADDLES AND ISOO FT WEAR ORANGE VESTS. i. CONSTRUCTION SHALL BE DAYLIGHT OPERATION ONLY. 500' con' 3. CONTRACTOR SHALL NOTIFY INDIAN RIVER COUNTY I 72 HOURS PRIOR TO COMMENCING WORK. 41 to aC.R. 512 1000' 1 �. L Work Ared. Z� ao.o Cones At 25'Centers And Type I Or T IF Barricades corsraucnon - YD Type �soo FT Or Drums At 50'Centerts For Firs! 250'. Thereafter Cones FLAGMEN AHW At 5C'Centers And Type I Or Type IT Barricades Or Drums At 100'Centers. .Maximum Spacing Between Devices (Ft ) To Be Equal To A The Speed Limit ( MPH ) But Not Greater Than 25' For ... _... - _. Cones Or 50'For Type I Or Type II Barricades Or Drums -ROADWA AND TRAMC DESIGN STANDARDS' FOR ADDITIONAL INFORMATION AND REFERENCED NDEX NO. TYPICAL APPLICATIONS --- �- -- -� _-� - -_ Shoulder And Slope Work GENERAL NOTES Utility Work Guardrail Work 1. All vehicles. egdpment. workers ( except flowers) and 6. L f mlh. vL for speeds a 45 tnoh Landscape Work Ines aarvuiu are restricted of all times 10 One Side of wT' for speeds s 4o mph Delineator Installation And Maintenanceroadroy. 120 2 If the work operation does not exceed 60 minutes, traffic where,control will be in conformance with Index No. 607. W • Width of shoulder in feel 6' minimum. J. if the work aberairon encroaches on the through traffic - SW PO.strd speed limit (MPH) prior to work operation. CONDITIONS SYMBOLS lanes or when four or more rock vehicles enter the L Barricades. cones and drums shall not be intermixed in the WHERE ANY VEHICLE. EQUIPMENT. through traffic tones o o me hour period n shall sMil yterat r.'onsition. WORKERS OR THEIR ACTIVITIES ® Work Area be provided and the oRIKE�vhaRS sign. F R sign sMo be . flowers a for the R signs sign. For location of 8. Arrays denote direction of lrvlric on/ and do not reflect REQUIRE AN INTERMITTENT O4 llagyers w,d FLACx£R signs see index No. 60J. y Sign With 18' x /B' (Min. 1 Orange pavement morkings, CONTINUOUS MOVING OPERATXkN CW FlogAnd Type B Light 4. The first two signs shoo have a 18' x 16' ( min. 1 orange ongihxt;hol dimensions are to be adjusted to fit fieldTHE YD g flog ova a type 8 lighl attached and operating at ail times. B. �itions. See Index No. WO. I SLOPES ��fR OR SHOULDER AND o Type I Or Type II Barricade, Cone Or Drum Mesh signs hay be used for maintenance and utility operations, . b when a side rood intersects the highway on which work is Type 8 lights and cronge flogs are not repaired. g oy being Performed aadiliono/ traffic control devices snail be erected (p work Zone Sign S. The WORKERS legend sign may be substituted for the in accordance with other applicabir TCZ Indexes. symbol sign. v. For general TCZ requirements and additional information refer to Index No. 600. TRAFFIC MAINTENANCE PLAN N.T.S. n � a � a C3 z b O , to W it u 4 C', 4 Cry t - ; ry A +1 II► C� rrj 4 00 In ' D V) OD M < X < < CI Z Z y 0 3 U W W a z < 0 0 U 0 U Z Ui W F- V) N aWWm W W Q W W Vz 6��m 0 z cn O °o W = J v � w � 2 0 w U o a oW w z in m p 0 - O Z a OK w 0 n Wz �Q �J i(L W W0) O E- �W zI QW N > 1 U -- W U a Q 0' O J 2 Q N � W �R V < Y♦ t1 Q n L W Z W W Q < Ld Ld WQ z 0 U) Q m W V) SHEET 24,F 24. 89- 383 �