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WALL AND WINGWALL AT HEADWALL DETAIL, SHEET 2 HEADWALL FENCE - USE PIPE RAIL NOTE 6 X89 CHAMFER t I■,■I■�rnlri irr■�■I l.I o+M•P►• r & i 1 11 ��1+4? l F�4 +*a 4o-fea<+si+ esi 4a �'4'P•Y �' L;t�f ., w � ( �. + i Oa aa4aa1aa440aaf+a0aaaaai4a4♦•4448 �.— ! iai P ♦4. i♦y�4P syey�4 e�y♦y�ye44 aa�ar4�i�+a4�4� — �� a•1�°1 ��•♦ � 4•� � a44 4 4 4 a 0+44� 1 n 1 u GUSSET ��` i�, 2 4 m (B') S MAX O.C. 900 mm PLUNGER ROD PLUNGER CUP IN 0.03 m3 (1 CF) PCC POST OD + 200 mm (8") WALK GATE DRIVE GATE 100 mm (4") t0( 4"m)m1 0 10 mm (3/8") ( PIPE PLATE TENSION POST BAR 3 mm (1/6" j GUSSET 725mm x 7255 mm 300 mm (12") (5" x 5") NON --SHRINK FOR LINE TIE WIRE GROUT POSTS, ELSE 50 mm 100 mm 450 mm (18") (2") (41 50 mm CHAIN AND LOCK (2") R CUT-OUT 1 [2: 5 mm (1") GREATER 3 rnm � THAN PIPE OD POST -� #15M RE -BAR 3 mm (1/8") EMBEDMENT x 30c) mm STL PLATE (;y5 x 12") PLUNGER CUP ISOMETRIC AMERICAN PUBLIC I WORKS ASSOCIATION A ION - SOUTHE N CALIFORNIAR CHAPTER STANDARD PIAN AMERICAN PUBI.0— WORKS ASSOCIATION ^ SOUTHERN Y ERN C ALIFpRNlA CHAPTER FROMULOATE0 OY T4' ruaucwoARBSI'M,DAT'N! , �pl�I ELpNK FENCE AND GATES STANDARD PLAN GREE1.900K CCMMiTTEE � 60 -1 1 1994 i I - REv loon VS -E7 ; Tei STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 9 X89 CHAMFER t I■,■I■�rnlri irr■�■I l.I o+M•P►• r & i 1 11 ��1+4? l F�4 +*a 4o-fea<+si+ esi 4a �'4'P•Y �' L;t�f ., w � ( �. + i Oa aa4aa1aa440aaf+a0aaaaai4a4♦•4448 �.— ! iai P ♦4. i♦y�4P syey�4 e�y♦y�ye44 aa�ar4�i�+a4�4� — �� a•1�°1 ��•♦ � 4•� � a44 4 4 4 a 0+44� 1 n 1 u GUSSET ��` i�, 2 4 m (B') S MAX O.C. 900 mm PLUNGER ROD PLUNGER CUP IN 0.03 m3 (1 CF) PCC POST OD + 200 mm (8") WALK GATE DRIVE GATE 100 mm (4") t0( 4"m)m1 0 10 mm (3/8") ( PIPE PLATE TENSION POST BAR 3 mm (1/6" j GUSSET 725mm x 7255 mm 300 mm (12") (5" x 5") NON --SHRINK FOR LINE TIE WIRE GROUT POSTS, ELSE 50 mm 100 mm 450 mm (18") (2") (41 50 mm CHAIN AND LOCK (2") R CUT-OUT 1 [2: 5 mm (1") GREATER 3 rnm � THAN PIPE OD POST -� #15M RE -BAR 3 mm (1/8") EMBEDMENT x 30c) mm STL PLATE (;y5 x 12") PLUNGER CUP ISOMETRIC AMERICAN PUBLIC I WORKS ASSOCIATION A ION - SOUTHE N CALIFORNIAR CHAPTER STANDARD PIAN I— CHAIN LANK FENCE AND GATES METRIC 600-1 I �,. SHEET 2 OF 3 RP -RAP PAD r7 SCALE: N.T.S. - --"CC NPE HEADWALL Ir SCALE: N.T.S. 249' 8 9 O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-600-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV, NOTES: 1 SECURE DRIVE—FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND- HEAD RIVET. 2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m (5') UNLESS OTHERWISE NOTED. 3. IF FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS - EXTEND TENSION ROD TO TOP RAIL. 4 BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED 5. POST SPACING IS MAXIMUM 3.0 m (10'). 6_ FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC FOR OPENINGS LESS THAN 450 mm (18"), TIE FABRIC TO POSTS. 7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE". B. STEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x 1"), MINIMUM, SPACED AT MAXIMUM 400 mm (16") 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, iF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL AMERICA N PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN GRAIN RINK FENCE AND GATES METRIG 600 - 1 I �,. SHEET 3 OF 3 10' EXISTING PAVEMENT COLD PLANE 0.10' MIN. DEPTH �Gn/ ASPHALT CONCRETE VARIABLE THICKNESS A.0 OVER 6' AGGREGATE BASE RESURFACING COLD E IL SCALE: N.T.S. - 11 I �� aimp 11� i • 10' ACCESS SPUR 4y 1' 5' 5' 1' 4' EXIST. GRADE (TYP) PROFILE ® GRADE SLOPE VARIES —j 2% MIN, 201 MAX. ITS .y.II00 Imo fi _ I REVISION DESCRIPTION DATE ENGR. I CITY DATE IBASIS OF B EAR I N G THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF 103°45'29". GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21928 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275,152) PER CITY OF FONTANA CIVIC CENTER PARK — PHASE 1. 0 z eRptt�S/0 NA - 2 Uj No. 64266 r Exp. 6/30/09 V i ®� CAS-��o �4" PCC 'MULTIUS TRAIL 7.5' 7.5° ------ --------------- 5' TYP. E Lai _ U? 00 �z 89 �I ■ 2' WIDE COMPACTED EARTH SHOULDER 1 ! 1 1 £ I �,. � $ I L0 I E I i i I � ,.,g.....,.,.. .,«...... .. (� In/•'. SSS ...iii444 ¢ �, JJ e........,s,.. ...w ..d....:..{x .—..:... ..„._ . y.,.,,,..,.,.,v.u...,.,o_.. ..,.e.= ..wc,.zv.,.»I.-....m-.$,w...,...,..,<».,,.,„w 1 ,.,mt.<..,..... ,.-,.., I: o I EXIST'. DE, I I Iw (/Y,. o P o LLJ i I I E yC z N PROFILE _ A, 1 - I GRA® R=2.00% 10' ACCESS SPUR 4y 1' 5' 5' 1' 4' EXIST. GRADE (TYP) PROFILE ® GRADE SLOPE VARIES —j 2% MIN, 201 MAX. ITS .y.II00 Imo fi _ I REVISION DESCRIPTION DATE ENGR. I CITY DATE IBASIS OF B EAR I N G THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF 103°45'29". GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21928 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275,152) PER CITY OF FONTANA CIVIC CENTER PARK — PHASE 1. 0 z eRptt�S/0 NA - 2 Uj No. 64266 r Exp. 6/30/09 V i ®� CAS-��o �4" PCC 'MULTIUS TRAIL 7.5' 7.5° ------ --------------- 5' TYP. E Lai _ U? 00 �z 89 �I ■ 2' WIDE COMPACTED EARTH SHOULDER 1 I I 1 I i i I � 1 , i . • i _ I i 1 10 FA Ali `% I i � ., i 8' MAX. POST 27 SQUARE x 0.185' TOP RAIL (NP.) 2” SQUARE x 0.188" POST NP. 3/4" SQUARE � SOLID PICKETS (NP.) m 2" SQUARE x 0,188" BOTTOM RAIL (TYP.) FINISH GRADE J. d. r) 3 P.C.C. FOOTING ` 9 � et`a• TYPICAL FENCE ELEVATION 12" NOTES 1, FABRICATE PANELS AS A UNIT. WELD AND GRIND SMOOTH ALL JOINTS. TYP. 2. APPLY ZINC -RICH PRIME COAT AFTER WELDING PANELS TO POSTS. CLEAN GRIND SMOOTH. TOUCH UP PRIME COAT. 3. APPLY 2 COATS SEMI -GLOSS RUST RESISTANT ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER ERECTION OF FENCE. COLOR PER SPECIFICATIONS. 4. TUBING SHALL BE ASTM A500, GRADE B. TUBULAR SCALE: N.T.S. - 7 AECOM CITY OF FONTANA, CALIFORNIA 9939 W. SIXTH STREET, SUITE 350, ONTARIO, CA.91762 PACIFIC ELECTRIC INLAND EMPIRE T IL IMPROVEMENT PHONE: (909) 933-5225 FAX: (909) 933-5228 DRAWN BY: ISCALE Prepared Under The Supervision Of : LF PER PLAN DESIGNED BY: CIVIL AND STAN ARD DETAILS DATE: LF 03/30/09 -- -- _� CHECKED BY: APPROVED BY: -- , DRAWING NO.: GRIEF NAFTALI LT 'CTlY ENGINEER R.C.E. 51152 DATE 3i