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HomeMy WebLinkAboutCity of Tamarac Ordinance O-1974-050=This Ordinance was introduced by Amended Temp. #197 CITY OF TAMARAC, FLORIDA ORDINANCE NO. ORDINANCE AMENDING CITY ORDINANCE #71-23, SUBDIVISION IMPROVEMENT REGULATIONS BY CREAT- ING SECTION IV-B PROVIDING FOR GUARDRAILS; RE- PEALING ALL ORDINANCES IN CONFLICT; PROVIDING A SAVINGS CLAUSE; PROVIDING AN EFFECTIVE DATE. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF TAMARAC, FLORIDA: SECTION 1: The subdivision improvement regulations esta- blished by City Ordinance #71-23 is hereby amended by adding thereto Section IV-B to read as follows: Section IV-B Guardrails A. Guardrails shall be constructed in the street right-of-way wherever: 1. A canal or lake lies within 25 feet of the street pavement. 2, The City Engineer determines that guardrails are necessary for the protection of public safety. B. Guardrails shall be constructed in accordance with the standards set forth in Exhibit "A" attached hereto. SECTION 2, All ordinances or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 3. Should any section or provision of this ordinance or any portion hereof or any paragraph, sentence or word be declared by a Court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder hereof as a whole or any part hereof other than the part declared to be invalid. SECTION 4: This ordinance becomes effective immediately upon its final passage. 6 PASSED FIRST READING THIS DAY OF PASSED SECOND READING THIS DAY OF PASSED THIRD READING THIS DAY OF ATTEST: CITY CLERK I HEREBY CERTIFY that. I have approved the form and correctness .-.Z tl.: .. f%nn TTTATTnV RECORD OF COUNCIL VOTE. M - D. JOHNSON *4z 1 444 VM - 0. TUCKER E. LANGE H. MASSARO C/M M. GLICKSMAN 1974. 1974. 1974. VVILL.IAt ;S, HATFC;LD AND STONER, INC. 231: vmt.'rom DRIVE CIV!r_ E:NGIN =ERS AND LAND SURVF_'YOFZS Fr. r-AUDERDALE. FLOriI TWIST END ANCHORAGE _ (TYPE 1) *_�'FpAjo.-JT END (TYPE H) M1YF 4 G; _i ce = l' �hI0ULIIEP EDGE~ a PAE/s=r.''. iJT EDGc— � �PAISED rI ED1AN OR BARRIER 7 c1 TWIST -END (TYPE 1) VARIES 5,-D' � 7'-5"h11 N. I7,1I tl. 7'8' ?41.I. 4 LAME DIVIDED ROADSIDE HAZARD TWIST -END ANCHORAGE ( TYPE 1) SHOULDER EDGE 4- TWIST-END ANCHORAGE - (TYPE 1) CONCRETE CURB AND GUTTER NIHERE RE'Q'D.) HT END ANCHORAGE (TYPE 11) a1• USE TWISTED ANCHORAGE (TYPE 1) WHERE MSED ?MEDIAN OR BARRIER IS NOT PROVIDED. HAZARD L r� pp� LAME ROADSIDE HAZARD 7�'hiitl. 37'-6" PARABOLA " IVAPIES 12'-6" P�U_,.._NT EDGE DOUBLE END :7'_0, ANCHORAGE (TYPE 1) rr...`_ _ r ___-- _ c f u � CONCRi~"CE CURB HAZARD AND GUTTER----,,,. Ez C) MEDIAN HAZARD TWIST -END ANCHORAGE: (TYPEI) PAVEMENT EDGE --..CONCRETE CURB -- AND GUTTER TVIIST- END ANCHORAGE (TYPE 1) SHOULDER EDGE ".,,—DOUBLE END �ANCORAGE ( TYPE 1) -Materials and installation of guardrail shall Fc in -accor- dance with the applicable sections of the latest edition of the Florida Departclent of Transportation standard sp ecif ica-- tions for road and bridge construction. MU-11BTT "A" GUARDRAIL SHEET I of 4 11 VVILL1AM5, HATFIELD AND STONER, INC. ,1v n�xrvlr GIVIL. ENGINE FFZS AND LAND SURVEYDRS F7. L AUG�FS�A�E, FLORIDA .r�r �rn DIL '. tS� 2 �j a� co a a %11 LO w� to a N x x W(D 33 "' f F i WW 1L a Lc�i O o a � 1c1 p "1 a O ca � O x x a cn 0 cn C% 0 -j Ld uj — w a Cal }-- o co LLJ tr LL w p Ld -t (D O rL 1 _ w f� Lu a 1 NrL ccU. 0 0 a C- .�] _--� -� cc 0 0 < L Ld T� 0 Ql Ld ly- 0 Q GUARDRAIL SHEET 2 of 4- pAT dY WILLIAMS, HATFIELD AND STONER, INC. 231: IIL..TON DFZIVC CIVIL_ ENG1NE:F-IRS AND LAND SURVEYORS FT. L.AUDtiRDALE, FLORIDA 0 I" 12�g MIN. CD --SLOTTED C�J 1 HOLE I" z 11� WASHER) 4? v cp RAIL SPLICE U D 49 A (STANDARD BEAM TYPE) C17W OF SAP LI a A I 44 441 2' i TERMINAL SECTION! 55° I 550 . SYMM. ABOUT C RAIL SECTION in fvT� L—_ r� I., cp I"DIA. _ 1 =1� _ ----r � T, r� a 1m CD I �1 Gtir ti!M 4" 4" 2 USE 8,o X. 18" 13OLTS r (4 REO'D.) SPECIAL END SHOE I _14_IOVAL SHOULDER ! n HEX HUT NOTE j( )� il,ll.( Iry POST BOLT SAME ^ EXCEPT LENGTH BUTTON HEAD SPLICE BOLT (© REQUIRED) -STANDAP.O HEX NUT AND wAsHER B" S" 13" NOMINAL TREATED TIhIBER BLOCK �~ ��DIA. SPLICE BOLTS _ 1 J REFLECTOR ASSEMBLY _ �14___-_ ..� (AT50'IAJTcRVALs) --IN f'DIA. POST" BOLT 8 (I REO'O.) ina AMBER ) 6" REFLECTO x TYPICAL 1 1 4 INSTALLATION 6YPLATE POST BOLT HOLE 1i ( 15�xi1',) N -r - 16 1a WASHER a•• 15" � I.. Imo" to x in SLOT i - FOR PO 1-4ST BOLT i M RIVET A REFLECTOR ASSEMBLY NOTE USE I20A. GALVANIZED STEEL RAILS UNLESS OTHERWISE SPECIFIED OR PERMITTED G0.4\RDRA! L ; 7't�?: '� -.► SHEET 3 of � =l 1 { J " Wil-LI,AMS, a-IA'f IT'LD AND STONE4. INC. FT DAUDF_FZDALE. FLORIDA r„„vr C1V1L. ENGINI=EfTS AND LAND SURVEYORS Est;.: rv��-.�•.. --- -- -. zD"; 30n,, 30" ANC` O N.Lo x ? (SEti DETAIL) FULL. PEN: TRATION WELD a OR BIND TO FIT- ),IETAL BEAM A-ICHOR PLATE I h POD �j�� _ i" GUARD RAIL . (SEE DETAIL) A q ROD(7"TH4EAD) FOR H?X fIUT 13" I:O,'AINAL PLAN 1 ��• TREATET TIMBER BLOCX � — E fL�CHti4c SDLY� CUT WA3HER A%D 12'—fi' in r`3.V HFX NUT 2 PLATE I NO COVER„ 141 ROD^ REC)UIREO ANCHOR PLATE 1" rALV.—`I FLAP IN DIRECTION PLAT t2 LD GALV���_ 1 0 (SEE DETAIL) PIPE SLEEVE I �'I OF TRAFFIC ANCHOR PLATE DETAIL S-,��AIG}I=END ANCH4�?ACE RADIUS VARIES CONCRETE ANCHOR BLOCK TYPE Ti (125R. STP.) (SEE DETAIL) 'S" BEGIN RADIUS POSEE DETAIL) _ zoo, 18" 4OLTS 4., 4., 4 NORMAL 4INE `a 12 ��2., GALV. PLATE p05T , 2"� !,� 2n � $HOULD�'R LINE ELIMINATE BEVEL » _- _ ��_,i-,: 12'-6" END SHOE' O.1 TYPE I _ n n 2� EX. u 5 _ NUT 12'-fin �jf PLAN 12 LD. GALV. 4��xli'z it a PIPE SLEEVE u (us: with type 11) 121ANCHOR P.DD VARlES7 BEVELED 54CULDER LINE 1 ` /•�/'� %yASHER �} is FINISHED GRADE X COi1ICF ETE ANCHCIR AT ANCHOR BLOCK 111 p ANCHOR LQ C .TVllST--E;aD AmCijOrr:'%AGE. 7YP �✓2 3,, o 4'6 HOLE FOR ;CONCRETE) a •r,1•.a � q„ 4i HOLE FOR 0. AFL OR ALUh1.) s y"jc p'o J r MOUNTING BRACKET DETAILS FOR POST ' 8' TYPES I a NOTES 1. 1§ � ANCHOR ROD, PLAT E,BEVELED uIASHER a NUT SHALL BF GALVANIZED WITH A hLINIMUhL OF a oz OF ZINC PER $0. FT_ 2. PRECAST OR POU EDLI PLACE - oxrit fazv:�Io.^.Y GUARDRAIL SHEET 4 or, 4