Loading...
HomeMy WebLinkAbout5230-7C:) N m n 1� TYP. STEEL PIPE CORNER DETAIL LEGEND: 1. 1-1/2" O.D. GALVANIZED STEEL RAILS 2. 90% COMPACTED SUBGRADE 3. 2" DIAMETER CORE, FILL WITH NON -SHRINK EPDXY 4. CAST ALUMINUM SKATE DETERRENT @ 2' O.C. MODEL: DJ161-1019 + THE MUNICIPAL CATALOG r � • DIA. GALVANIZED EL PIPE A. WEEP HOLE ELDS TO BE I' UND SMOOTH FREE OF DEFECTS r � I I I I I I I I I I I I I I I I R7.112- 1-3/4" I 1 I I I R, 0" I I I I I I + R7 -1/2w I I I I I + 1-3/4" I I R10" + I 1,-2w so. I I I I _ I I I 3 4" - I I I I I ENLARGEMENT 'A' 1 - I P A o I.. ENLARGEMENT'B' 0 P. LEGEND 1. 1-1/2" DIA. GALVANIZED STEEL PIPE 2. 1/4" DIA. WEEP HOLE NOTES a. ALL WELDS TO BE GROUND SMOOTH ANDFREE OF DEFECTS b. SHAPE ALL PIPE CONNECTIONS FOR BEST FIT 20 TYP. STEEL PIPE ATTACHMENT DETAIL 8" 714 -7Y 8" 03 COIJCRETE CURB OR CHEEK WALL DETAIL LEGEND: 1. 1-1/2" O.D. GALV. STEEL PIPE POST - SPACED EQUALLY @ 6'-0" MAX. 2. 1-1/2" O.D. GALV. STEEL TOP RAIL AND BOTTOM RAIL 3. 90% COMPACTED SUBGRADE 4. 2" DIAMETER CORE, FILL WITH NON -SHRINK EPDXY 5. CONCRETE - 3250 PSI @ 28 DAYS P.C.C. 6. CAST ALUMINUM SKATE DETERRENT @ 2' O.C. MODEL: DJ161-1019 THE MUNICIPAL CATALOG REFER TO PLAN REFER TO PLAN s 2 1 „ n 36 n FG 1 " r 2 I I I +I I R,o" I I I 1 I I I i � I r I I I I I I I I I I I I 2, I R10" R10" I I 1-4, I +I I 1 I I M ?61�ti I I I I I I I I R7-2" I 9- 11/2" 4 4 I 2 I I I+ I I 1-1/2" I I I I I I I I I I + 4 of 1._4.. R10w I I a.l I I I „ I I I I 9-1/2 I 2 I R7-112" I d I � I 12" 4 I / a 1-1/2 I I\ • a I 4" I 7 L -s d y 4 l/ / a 3 12" ENLARGEMENT 'A' NOT TO SCALE ENLARGEMENT'B' NOT TO SCALE OO NOT USED LEGEND: 1. POURED IN PLACE CONCRETE CHEEK; WALL W/ LIGHT SANDBLAST FINISH - 1"x1" CONTINUOJS 45° CHAMFERED CORNERS 2. 90% COMPACTED SUBGRADE 3. 2" DIAMETER CORE, FILL WITH NON -SHRINK EPDXY 4. #4 REBAR, TYP. CONTINUOUS AS SHOWN 5. #4 REBAR @ 24" O.C. 6. 1" 45° CHAMFER, CONTINUOUS (TYP.) SCALE: 1" = 1'-0" 08 NOT USED 1 �9 NOT USED J �0 NOI USED CITY OF FONTANA DRAWN BY: PROJECT NAME SF, SK, YM MILLER PARK AMPHITHEATRE DESIGNED BY: DATE: JH 07/29/2014 CHECKED BY: APPROVE11111. • J , DWG NO. BAX111:0111I E INEER V 51152 R.C.E. 57�� L A N D S C A P E ARCHITECTURE 310 N. JOY STREET CORONA, CA 92879 T: 951.73 7.1124 F: 951.737.6551 E. 2 ckf SIGNATURE rn C� 9/30/15 J, EXP. DATE r9rF of CA CONSULTANT STAMP: PROJECT: MILLER PARK AMPHITHEATRE PREPARED FOR: -. CITY OF FONTANA 16489 ORANGE WAY ;.......� w::... FONTANA, CA. 92335 CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. 1 ST PLAN CHECK SUBMITTAL 7-29-14 2. 2ND PLAN CHECK SUBMITTAL 1-20-15 3. 4. 5. 6. 7. s. DELTA REVISIONS DATE 1. 2 3. 4. 5. 6. 7. 8. DATE PREPARED: 07-29-2014 DRAWING SCALE: NTS DRAWN BY: SK, SF, AN, YM DESIGNED BY: JH CHECKED BY: BAXTER BMLA PROJECT NO: 10011210 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET DESCRIPTION: HARDSCAPE DETAILS L-7 Sheet 7 -of 15 NOT TO SCALE NOT TO SCALE 40 HANDRAIL DETAIL SCALE: vz•=r-o11 � RAMP HANDRAIL DETAIL SCALE: vz"=r-m11 �7 NOT USED 08 NOT USED 1 �9 NOT USED J �0 NOI USED CITY OF FONTANA DRAWN BY: PROJECT NAME SF, SK, YM MILLER PARK AMPHITHEATRE DESIGNED BY: DATE: JH 07/29/2014 CHECKED BY: APPROVE11111. • J , DWG NO. BAX111:0111I E INEER V 51152 R.C.E. 57�� L A N D S C A P E ARCHITECTURE 310 N. JOY STREET CORONA, CA 92879 T: 951.73 7.1124 F: 951.737.6551 E. 2 ckf SIGNATURE rn C� 9/30/15 J, EXP. DATE r9rF of CA CONSULTANT STAMP: PROJECT: MILLER PARK AMPHITHEATRE PREPARED FOR: -. CITY OF FONTANA 16489 ORANGE WAY ;.......� w::... FONTANA, CA. 92335 CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. 1 ST PLAN CHECK SUBMITTAL 7-29-14 2. 2ND PLAN CHECK SUBMITTAL 1-20-15 3. 4. 5. 6. 7. s. DELTA REVISIONS DATE 1. 2 3. 4. 5. 6. 7. 8. DATE PREPARED: 07-29-2014 DRAWING SCALE: NTS DRAWN BY: SK, SF, AN, YM DESIGNED BY: JH CHECKED BY: BAXTER BMLA PROJECT NO: 10011210 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET DESCRIPTION: HARDSCAPE DETAILS L-7 Sheet 7 -of 15