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Home My WebLink AboutBridge Fencing � EXISTING SIGN ON ELECTROLIER Z CL OVERLAND DRIVE 15+69..33 STA 23+50 ± 1-15 330+06-58 co h� Z �j 72 13 14 15 16 17 18--- 19 20 Z� 22 23 OVERLAND RIVE 24 EXISTING ELECTROLIER ?S STA 25+25 ± EXISTING SIGN ON ELECTROLIER 2 STA 12+25 _ ?6 1 BEGIN CHAIN LINK RAILING STA 11 +19.00 NOTE: FENCE POST SPACING SHALL BE 6'-0" MAX END CHAIN LINK RAILING FROM STA 14+00 TO 17+00 STA 25+75.00 CONSTRUCTION NOTES O CONSTRUCT HAIN LINK BRIDGES ONLY RAILING PER CALOUTH SDE OF BOTHTRANS PLAN : OVERLAND DRIVE BRIDGE STANDARD PLANS B11-52, CHAIN LINK RAILING SCALE,: 1"= 100" TYPE 7 MODIFIED TO REFLECT POST ANCHORAGE DETAIL AS SHOWN ON PLANS. ( 2) WHERE EXISTING ROADSIDE SIGNS WILL BE OBSTRUCTED BY THE INSTALLATION OF THE NEW CHAIN LINK RAILING, CONTRACTOR SHALL USE STANDARD PLANS DRAWING RS4, MODIFIED (ONE SIDE ONLY) MULTIPLE SIGN INSTALLATION DETAIL. PROVIDE OPENING IN MESH TO ACCOMMODATE SIGN u� BRACKETS. ti CL ti RANCHO CA ROAD 262+96,05 ± co 1-15 263+13,92 ± W ti 2 261 RANCHO 262 CALIFORNIA 263 ROAD /2�6 4 15 1 5 STANDARD PLANS DATED DULY, 2002 , � NB ENTRANCE RAMP �J'\ �p RS4 ROADSIDE SIGNS TYPICAL 9 INSTALLATION DETAILS NO. 4 � � VICINITY MAP 81 1-52 CHAIN LINK RAILING TYPE 7 U��F� �s � `s0 � NO SCALE BEGIN CHAIN LINK RAILING � � ~ti AT END OF EXIST END CHAIN LINK RAILING 9L F� BARRIER STA 261+15-18 + EXISTING ELECTROLIER AT END OF EXIST STA 262+45 ± BARRIER STA 264+17,46 ± O MARGARITA RD O� SNOALL BE 6TE* FENCE 0P OST MAX THROUGHOUT LOCATION OF RANCHO PLAN : B CONSTRUCTION CALIFORNIA RD RANCHO CALIFORNIA ROAD RIDGE OVERLAND D R SCALE: 1"= 40' LOCATION OF CONSTRUCTION RANCHO CALIFORNIA RD Caltrans Encroachment Perm it Number: 08 - 06 — N — FN - 0024 ............... CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEA � ��E Designed By Drawn By Checked By /[ py Drawing Na. ------- SCALE � Q A Christopher Krler . Karen McParttand Jack Abcarlus RECaMMENDED BYE _L ✓ � DATES �� CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS 12 Contractor Horizontal � e� �G � Plans Prepared Under Supervision Of / Inspector Varies � �p 0459 7'^ = ACCEPTED BY. "V�- ➢ATE. 3-22-e(. BRIDGE FENCING PROJECT PW05-09 r" J ack AbCaY'lU5 Dq-te 2/22/06 WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER RANCHO CALIFORNIA ROAD OVERCROSSING BR, N0. 56-0655 Vertical $ "@ OVERLAND DRIVE OVERCROSSING BR. NOS. 56-0792 & 56C-0449 sl C(Vll ati� � '` Sheet of �°ta0"�'� e� Varies � y 9tf Of CA�t``�� R.C.E. No. 40459 Expires 3/31/07 R.C.E. No. 3661...7 Expires, 06/30/06 �;' GENERAL PLAN � 2 ILI, LENGTH FOR PAYMENT OF CHAIN LINK RAILING TYPE 7 (MODIFIED) CL EXIST. ELECTROLIER OR SIGN g° 5'-01P M IN — 10`-0 19 MAX * A 51—0° MIN — 10'-0" MAX * I P—0 is 1$-0" * FOR FENCE POST SPACING SEE 1'-0" SEE "SPLICE OR "GENERAL PLAN" SHEET EXPANSION JOINT DETAILto CHAIN LINK RAILING 10 NZ XX o 0 0 0 0 0 0 o O o 0 0 TYPE 7 (MODIFIED) � -H BULGE FABRIC FABRIC CONTINUOUS AT EXPANSION JOINTS AND AT ELECTOLIER 0 ELECTROLIERS OPENING a � 6'-0" WIDE, CHAIN LINK 0 FABRIC 1"' MESH. TS 3to X 2" X .1 875" SECURE FABRIC O SEE "POST ANCHORAGE - KNUCKLED SALVAGE TOP (TYP ALL POSTS) TO INTERMEDIATE DETAIL" BELOW C C AND BOTTOM POSTS WITH y"0 (A AA� HEX HEAD SELF— NCHOR W6"O GALV CABLE AT PROVIDE OPENING IN TAPPING SCREWS o END POSTS AND POST ADJACENT TO MESH AS REQUIRED WI TH YV X W" X ELECTROLIER OPENINGS OR DECK OR 0'-1YV PL WASHER N WALL JOINTS WITH STUD SOCKET @ 14" MAXL 3 YF X 92 X Y� � 0 ASSEMBLY OR YFO WELDED EYE � OVER END POST BOLT AND CRIMPED SLEEVE CLAMP. 7 GAGE TENSION WIRE EXISTING No CLEAR PROVIDE 1)V MIN TAKEUP AT 9" M I N IN PANEL ACROSS TYPE 25 TO ANGLE EACH ANCHORAGE. I EXPANSION JOINT BARRIER _Xxxxls� EYEBOLT 9 GAGE STEEL WIRE TIES @ 12" TO TENSION WIRE AND CABLE Vie" ¢ GALV CABLE THREADED THROUGH Vp 0 HOLES TYPICAL SECTION ANCHORELECTROLIER BOLTS INTERMEDIATEIN POSTS NO SCALE OMIT CHAMFER AT ELECTROLIER $ END POST DECK OR WALL JOINT ELECTROLIER OR SIGN 1X2., 2Y2. Z y2, ��., PL %so x 8)sx $)pRt ELEVATION, NOTES � NO SCALE 1, RAILING ASSEMBLY EXCEPT CHAIN LINK )02' '0 VENT HOLE � � CONNECTION DETAILS SIMILAR TO SECTION A—A FABRIC TO BE GALVANIZED AFTER FABRICATION. TS So X 2" X .18 7 5" TWOLEGS } V2, POSTS SHALL BE VERTICAL AND EQUALLY SPACED. OF ANGLE HEX HEAD BOLT WITH PLAIN � �� CO WASHER 3. RAILING SHALL CONFORM TO HORIZONTAL r� �I HOLE FOR I � 2Y2' .H 021" AND VERTICAL ALIGNMENT. WHEN RAILING IS THREADED ROD N PLACED ON A CURVED HORIZONTAL L 4"X 3"X Y4' � L 4"X 3"X )/I ALIGNMENT WITH RADIUS OF 150' OR LESS, THREAD TH E Yid��i CABLE THROUGH hipo � �yl s" C A P P O WELDED EYE RODS EMBEDDED 4" INTO THE 3/g� L � TOP OF THE CONCRETE PARAPET AND EQUALLY MAX CLEAR CAP P � � SPACED TO LIMIT THE MIDORDINATE DISTANCE PLAN VIEWw Q PL �"x2Y2'x0p-10%'" BETWEEN THE Xid0 CABLE AND THE CURVE W X 1y)) SLOTTED 0 TO 1" MAXIMUM. HORIZONTAL ANGLE SHALL BE HOLE IN ANGLE 3 Z X"O ROUND HEAD BENT TO CONFORM TO HORIZONTAL ALIGNMENT Y8'0± CLEAR � � MACHINE SCREWS IF RADIUS IS 150P OR LESS AND MAY BE ON 10' CL TACK WELD �"�l HEX in ? WITH �b" XlY2" X 0'-1Yz" CHORDS IF RADIUS IS OVER 150po TS 3" X 2" X .1875" TS 3' X 2' a PL, WASHERS, LOCK WASHER Yap NUT TO CAP PL OR X A 875�� DRILL AND TAP HOLE � AND HEX NUT@ 18" MAX 4. HORIZONTAL ANGLE SHALL BE CONTINUOUS CHAIN LINK IN PL OVER NOT LESS THAN TWO INTERMEDIATE POSTS, RAILING TYPE 7 EXCEPT THAT A SHORTER LENGTH IS PERMITTED 3Y2�� (MODIFIED) END POST ELEVATION SECTION A — A SECTION B — B AT EXPANSION JOINTS, ELECTROLIERS AND OTHER MORTAR PAD NO SCALE NO SCALE NO SCALE RAIL DISCONTINUITIES. LEVELING NUT — Y411 HEX HEAD 5, WHEN RAIL IS ON SLOPE, PLACE FABRIC PARALLEL SELF-TAPPING SEE NOTE 9 TO SLOPE. SCREWS WITH �Y2of LOCK WASHERS BOLTED ALTERNATIVE 5is2it 6. ALTERNATIVE DETAILS MAY BE SUBMITTED BY CON Q 14" C-C MAX T S 311 X 211 C09P0 HEX HEAD BOLT V-0 HEX HEAD BOLT TRACTOR FOR ENGINEER'S APPROVAL. ad �Y� 2 1Y2 X�DRILL AND BOND - X ,1g75�� WITH PLAIN AND LOCK WITH 2 PLAIN WASHERS, 4 — 99) 0 THREADED `O WASHERS AND HEX NUTS LOCK WASHER AND HEX NUT 7. SEE GENERAL PLAN FOR LIMITS OF CHAIN LINK RODS IN 1)6" � HOLES I I 00 Y411 � FINGER TIGHT, PEEN RAILING TYPE 7 (MODIFIED). 6" DEEP i MIN THREADS TYP 8. PROVIDE THIMBLES AT ALL CABLE LOOPS. N 9. EXPANSION JOINT SAME DIMENSION AS EXPANSION Old EXISTING TYPE _ JOINT IN DECK OR WALL. INCREASE SLOTTED HOLE 25 BARRIER Ya^ 3LENGTH AND SPLICE BAR LENGTH CORRESPONDINGLY.L 31/2" X 21/2" X 1/4" � 2�i" X .5" X 0'-10Y4" SPLICE BAR WITH V X 1" SLOTTED y"0 GAL V 13/011 36"Jd"HOLES FOR BOLT. ELEVATION TENSION ROD � ff HEX HEAD SEE NOTE 9 SELF TAPPING POST ANCHORAGE DETAIL, SECTION C — C SCREWS WITH LOCK WASHERS SPLICE OR EXPANSION JOINT DETAIL NO SCALE NO SCALE @ 14" C-C MAX NO SCALE Caltrans Encroachment Permit Number: 08 - 06 — N —,FN - 0024 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEALS `� f� Designed By Drawn By Checked By /( YV Drawing No. Christopher Krier Karen McPartland Jack Abcarlus RECOMMENDED BY. _/ / � DATE. Y� 0� CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal � �e G� � Plans Prepared Under Supervision Of Inspector Varies o.� 04� ACCEPTED BY, — `-- DATE. BRIDGE FENCING PROJECT PW05-09 -�2•DS` Jack Abcarlus 2/22/06 RANCHO CALIFORNIA ROAD OVERCROSSING BR. NO. 56-0655 XP Date WILLIAM G. HUGHES.. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ➢ote fmpete7 Varies R.C.E. No. 40459 Expires 3/31/07 R.c.E. No. 36617 Expires 06/30/06 �,,,�;o CHAIN LINK RAILING TYPE 7 RETROFIT sheet z of 2 IIf