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CONCRETE PAVING B <br /> 3" PEDESTRIAN - "KEYED KOLD" JOINT SHALL BE <br /> CLR FENCE POST REFER TO PLANS NOTE: <br /> Oe "KEYED KOLD" JOINTS, SHALL DEPRESSED 3/8" BELOW THE FINISH <br /> Lu N TOOLED RADIUS,TYP., REFER TO MATCH THICKNESS OF CONCRETE SURFACE WITH TOOLED EDGES TO <br /> Oe Q ° SPECIFICATIONS ° PAVING AND BE INSTALLED AT MATCH SCORE JOINT APPEARANCE <br /> ° —° LOCATIONS SHOWN ON 8" RADIUS TOOLED JOINT, REFER TO <br /> QO ° • ° ° ° ° P 1 #4 HORIZONTAL REBARS AT 8" - ° ° 1, ° ° MATERIAL PLANS. SPECIFICATIONS,TYP. <br /> > ° q SPACING EACH FACE. a (OPTION - TO ADD HORIZONTAL <br /> a ° ° °a ° 1 Q ADJACENT NON-CHEMICALLY <br /> ° I ° a ° #4 VERTICAL REBARS AT 16" ° °• ° • TREATED SURFACE, REFER TO PLANS 3.. CONTROL) 'SPEED DOWEL'4" X 12" <br /> ° N X O.C. SPACING WITH STANDARD a ° / R SLEEVE W/ 24" SMOOTH DOWEL <br /> 92 po ° I ° ° 1 I 32 � HOOKS AT EACH END �O ° ° °+ (12" SLEEVE) @ 18" O.C. 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KEYED KOLD JOINT - VERTICAL AND LONGITUDINAL CONTROL <br /> ° I•° ° ° 1° ° EACH WAY, EACH FACE,TYP. <br /> ° ° ° a ° SYNTHETIC TURF J SECTION <br /> ° <br /> a Z WITH BROCK <br /> ° I ° ° ° I I a <br /> ° II °I ° 04 Z <br /> • ga % <br /> ° I ° " WIDE SCORE JOINT, VERDE DESIGN <br /> cl) V ° ° ° ° ;o ° a ° TOOLED OR SAW-CUT <br /> a ° ° ° ° O o O o O o O FENCE POST FOOTING, REFER TO REINFORCEMENT BAR PER LANDSCAPE ARCHITECTURE <br /> CONCRETE PAVING DETAIL CIVIL ENGINEERING <br /> O O C PLANS 0( SPORT PLANNING&DESIGN <br /> ° FENCE FOOTING REFER TO PLANS D00(;5�00 PRO 0( AGGREGATE BASE, REFER X <br /> O 0 O o O 0 C TO SPECIFICATIONS ° 1843 Iron Point Rd#140 <br /> ol <br /> NOTE: T ° <br /> COMPACTED SUBGRADE, REFER TO ° ° Folsom,CA 95630 <br /> REFER TO EDGEBAND AND TALL CURB NOTES,THIS SHEET, FOR ADDITIONAL INFORMATION I SPECIFICATIONS x °4 ° CONCRETE B tel: 916.415.6554 <br /> P K 2411 CURB NTS 12 ° ° PAVING° ° - www.VerdeDes gn nccom <br /> CURB ADJACENT TO NON-CHEMICALLY TREATED SURFACES <br /> SCORE JOINT <br /> CONCRETE PAVING B NEW FENCE POST, REFER TO PLANS SECTION <br /> o r, PEDESTRIAN - <br /> 3" CONCRETE CURB WITH MEDIUM BROOM STAMP <br /> CLR ° FENCE POST, REFER TO PLANS 3" I FINISH LENGTHWISE NDSCgp <br /> �P <br /> z o< ° TOOLED RADIUS,TYP., REFER TO TYP. TOOLED RADIUS, REFER TO $,BAG/ F'9 <br /> o U_ N SPECIFICATIONS SPECIFICATIONS TYP 'SPEED LOAD'4" X 12" SLEEVE* W/ �� P�� <br /> a °= _ x ° 24 SMOOTH DOWEL @ 18 O.C. <br /> LU Z a ° ° CORE DRILL AND !� / <br /> g _ i� EPDXY DOWEL No. 40 <br /> } `—" • �• ° #4 HORIZONTAL REBARS AT 8" W CENTERED IN SLAB, SEE INTO EXISTING ril <br /> o Q 0 ° d' I ° SPACING EACH FACE. d - 1° 0 ° j SPECIFICATIONS CONCRETE <br /> > ° a DOWEL SECURED TO * ur <br /> Lu ° a ° #4 VERTICAL REBARS AT 16" O.C. ° ADJACENT CHEMICALLY TREATED R3 REINFORCEMENT BAR OF R3° EXPIRATION DATE: <br /> 9 ° ° ° I ° 1° I ° w Q SPACING WITH STANDARD HOOKS AT ° ° / SURFACE AND GRADES VARY, REFER TO 8 SECOND CONCRETE POUR 8 i f/q JULY 2021 \,\Q <br /> Elf �° ° ° • • ; EACH END �� n ° 4,4 <br /> QI I ° PLANS <br /> R a ° ^ �, F OF CA1-��0 <br /> cn ° PL N <br /> Po a p I a � I ° ° I °I <br /> [ifCONCRETE CURB SHALL BE ONE POUR 3 N W � °I ° ° ° ° <br /> / ° WITH MEDIUM BROOM FINISH W a p ° SYNTHETC TURF J POUR A POUR B CONCRETE B NEW POUR EX. SLAB CONSULTANT <br /> ° == =- - LENGTHWISE / o o a a M 1 ° (GLUED TO CONCRETE) D2.3 PAVING - <br /> [if0 •° • / ° EXPANSION JOINT AT EXPANSION JOINT AT <br /> o a� SYNTHETIC TURF J #4 REBAR, HORIZONTAL CONTINUOUS, NEW CONCRETE EXISTING CONCRETE <br /> WITH BROOK D2.3 <br /> z TYP• SECTION SECTION <br /> z <br /> c I ° I FENCE POST FOOTING, REFER TO PLANS <br /> 0 <br /> _ • al_° °• ° CHEMICALLY TREATED AND COMPACTED *NOTE: WHEN EXPANSION JOINTS FILL CAP WITH FLEXIBLE, SELF- <br /> CHEMICALLY <br /> ch V ° ° SUBGRADE, REFER TO SPECIFICATIONS ARE AT EDGEBAND OR CURB, LEVELING JOINT SEALANT <br /> } SLEEVE SHALL BE b" INTO COMPOUND AND BACKER ROD <br /> M EDGEBAND OR CURB PER SPECIFICATIONS - COLOR TBD <br /> ° 12" <br /> ° d CURB ADJACENT TO CHEMICALLY TREATED SURFACES 'SPEED LOAD'4" X 12" SLEEVE* W/ <br /> � ° \ FENCE FOOTING REFER TO PLANS 24" SMOOTH DOWEL @ 18" O.C. CORE DRILL AND <br /> M 12'� NOTE: EPDXY DOWEL <br /> NOTE: CENTERED IN SLAB, SEE INTO EXISTING <br /> 0 1. REFER TO EDGEBAND AND CURB NOTES,THIS SHEET,FOR ADDITIONAL INFORMATION SPECIFICATIONS <br /> REFER TO EDGEBAND AND TALL CURB NOTES THIS SHEET FOR ADDITIONAL INFORMATION 2. ON LANDSCAPE SIDE ADJACENT SURFACE HEIGHT VARIES- 3"MAX ONLY. REFER TO GRADING PLAN. CONCRETE <br /> c 2" WIDE FULL DEPTH EXPANSION <br /> O J 1 211 CURB NTS G BULLPEN CURB 1 — BASEBALL NTS R811 COMPRESSJOINT IBLE FILLER MATERIAL), R " <br /> 8 I <br /> ° a° ° WITH REMOVABLE TOP-CAP[if ° <br /> d <br /> NOTES PERTAIN TO ALL EDGEBAND AND CURB DETAILS: UP A (ZIP-STRIP) REFER TO ,,, <br /> N 1. FOR EDGEBANDS AND CURBS WITH FENCING, INSTALL EXPANSION JOINTS AT ALL CORNERS, BEGINNINGS,AND SPECIFICATIONS <br /> w ENDINGS OF RADII,AND AT ALL FENCE POSTS. INSTALL SCORE JOINTS AT 5' O.C.AND OR EVENLY SPACED AND ° ° ° ° <br /> 0 = ADJACENT NON-CHEMICALLY CENTERED BETWEEN POSTS. POUR A POUR B CONCRETE B POUR A EX. SLAB I <br /> = r TREATED SURFACE, REFER TO PLANS EXPANSION JOINT AT PAVING - EXPANSION JOINT AT <br /> n C� 2. FOR EDGEBAND AND CURBS WITHOUT FENCING, INSTALL SCORE JOINTS AT 10 O.C. SPACING AND FIBER EXPANSION <br /> z JOINTS EVERY 20' ON STRAIGHT RUNS. ON CURVED RUNS, FIBER EXPANSION JOINTS SHALL BE SPACED 10' O.C.,WITH NEW CONCRETE EXISTING CONCRETE <br /> Q \ �\\ ALTERNATING SCORE JOINTS AT 5' O.C. SPACING. SECTION SECTION <br /> � <br /> ° ° ° 3. ALL EXPANSION JOINTS SHALL BE SEALED, PER SPECIFICATIONS. <br /> z -I <br /> w I NOTES PERTAIN TO ALL CURB DETAILS: <br /> z ° ° ° 1. PROVIDE EXPANSION JOINTS AT 16' 0.C. SPACING,CENTERED BETWEEN FENCE POSTS. <br /> a <br /> [if� 0 0 o c 'SPEED LOAD' OR 'SPEED DOWEL'4" X 12" SLEEVE* W/ <br /> Q 0n0,,°n0,,°n0,,( 2. PROVIDE EXPANSION JOINTS AT EACH LOCATION WHERE AN ELEVATION STEP OCCURS BETWEEN CHANGING 24" SMOOTH DOWEL @ 18" O.C. (TO MATCH <br /> z ° I o`Q-'o`Q''00( CURB/EDGEBAND TYPES. <br /> c, a °O°O°O REINFORCEMENT BAR SPACING PER CONCRETE <br /> w ° PAVING DETAIL, SEE BELOW) <br /> °O°O°O( 3. AT EXPANSION JOINTS, PROVIDE A 24" LONG #4 DOWEL AT EACH CURB HORIZONTAL REBAR,CENTERED ON THE JOINT., <br /> a <br /> /� AS PER DETAIL. ° ° EYMAP <br /> o ° ° SLEEVES AND DOWELS TO BE ALIGNED <br /> = a #4 HORIZONTAL REBAR @ 12" O.C., 4. EXPANSION JOINTS SHALL BE INSTALLED WITH A 3/a" CHAMFER BUILT INTO THE FORM WORK, IN ADDITION TO THE FIBER ° PARALLEL TO ADJACENT SLEEVES AND DOWELS <br /> N I CONTINUOUS,TYP. EXPANSION JOINT MATERIAL. <br /> EXPANSION JOINT OR CONSTRUCTION <br /> #4 VERTICAL REBAR @ 12" O.C.,TYP. 5. PROVIDE A CONTROL JOINT AT EACH FENCE POST. THE VERTICAL JOINT SHALL BE A 3/A" CHAMFER BUILT INTO THE FORM ° JOINT <br /> z a I WORK. THE HORIZONTAL JOINT,ALONG THE TOP OF CURB,SHALL BE A TOOLED SCORE JOINT,ALIGNED WITH AND _ a <br /> MATCHING THE VERTICAL CHAMFER JOINT. ° <br /> / REINFORCEMENT BAR PER CONCRETE PAVING DETAIL <br /> w I / 6. ALL EXPANSION JOINTS SHALL BE SEALED PER SPECIFICATION. a ° ° °a ° ° ° ° <br /> a ° ° <br /> a CONCRETE B <br /> J� Z 7. NO SCORE JOINTS ARE REQUIRED ON TALL CURBS, EXCEPT AS INDICATED AT EACH FENCE POST IN ITEM #5 ABOVE. ° PAVING <br /> 0- ih Z 10 FINISHES <br /> EDGEBANDS AND CURBS: MEDIUM BROOM CONSTRUCTION / EXPANSION JOINT <br /> COMPACTED SUBGRADE, REFER TO WALL AND CURBS: MEDIUM SAND BLAST - TOP AND SIDES PLAN <br /> SPECIFICATIONS <br /> N6"�' F EDGEBAND AND CURB NOTES NTS C CONCRETE JOINTS NTS SHEET TITLE <br /> w CURB ADJACENT TO NON- CHEMICALLY TREATED SURFACES <br /> z CONSTRUCTION <br /> z <br /> 0 ADJACENT SOFTSCAPE, REFER <br /> Z CONCRETE PAVING B EXISTING ASPHALT PAVING TO PLANS DETAILS — <br /> Z b PEDESTRIAN - CONCRETE D <br /> 01 <br /> PAVING FINISH - HARDSCAPE <br /> 0 TOOLED RADIUS,TYP., REFER TO ASPHALT PAVING A <br /> 1Y2�� VEHICULAR <br /> SPECIFICATIONS _ SCORE C <br /> o ° °a NEW JOINT - <br /> o ° _ CONCRETE CURB - MEDIUM BROOM <br /> w 10 ASPHALT TO PROJECT NAME <br /> a FINISH LENGTHWISE , <br /> o ° ° EXTEND 1 EXISTING CONCRETE CURB EXPANSION C <br /> w roo ° ° I ONTO JOINT - <br /> )° ° ° ° A EXISTING Z <br /> Z <br /> po a ° ° ASPHALT PAVING SUBGRADE Q REINFORCING TO BE #3 REBAR FRANKLIN HIGH SCHOOL <br /> 3" <br /> VEHICULAR � <br /> ° 0 0 o c V N _j @ 18" O.C. 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CHEMICALLY TREATED AND <br /> z ------ FENCE POST FOOTING, REFER TO PLANS COMPACTED SUBGRADE, DRAWN BY CHECKED BY <br /> REFER TO SPECIFICATIONS CS <br /> z <br /> ww <br /> Q DATE ISSUED SCALE <br /> a 12" <br /> \\ \\ \\ \\ \\ \\ \\ 05/01 /2020 <br /> [if>_ <br /> /%//j//j//j//j//j//j// COMPACTED SUBGRADE, PROJ. NO. <br /> a <br /> cf a REFER TO SPECIFICATIONS <br /> Z 0 NOTE: NOTE: 1911000-1211 <br /> zo <br /> w 1. REFER TO EDGEBAND AND CURB NOTES,THIS SHEET,FOR ADDITIONAL INFORMATION PROVIDE SCORE JOINTS 5' 0.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED. <br /> 0 2. REFER TO GRADING PLAN. <br /> �~ ASPHALT PAVING SHEET NO. <br /> L H BULLPEN CURB 2 — BASEBALL NTS D CONCRETE PAVING FINISH NTS A NTS D2. 1 <br /> ON CHEMICALLY—TREATED SUBGRADE OF <br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\_A_D2.0 - Hardscape.dwg CONSTRUCTION DETAILS — HARDSCAPE <br /> PLOT DATE: 04-30-20 PLOTTED BY: station46 <br />