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HomeMy WebLinkAbout5230-6t COLD JOINT 4 6 EXPANSION JOINT 3 SHRUBS TURF 5 1 5 1/2" 4 2 a d a ° a 4 6" 1 LEGEND: 1 _ 4 1 3" 3" 1. ADJACENT CONCRETE PAVING / BANDINS z� �_-- 9" a �., a 9„ a g„a 2,r a: v . Q4.. 1 _ a a 4 ° 2 1 2. CONCRETE PAVERS - REFER TO FINISH SCHEDULE ° a3. 2" THICK ASTM NO. 8 STONE BEDDING 11TIr=11III�II�Ii�I� a d . •a Err �II�I a lel II�I�III�I " 4. 4" THICK ASTM NO. 57 STONE BASE TOOLED JOINT 1 -1 �IIFI IIE1I� II�Ibi� a : ° a 4 - 6 d- - III I I (= 5. 90% COMPACTED SUBGRADE CONTROL JOINT-:Y4"DEEP SAWCUIJOINT 5 I I� I I i 3 1 DEEP �I� vQ ' 4< III III 2" -III 4 I I MI i I- a LEGEND -IL A N D S C A P E �. I III III III III III III * a 1/8 16 ..1/4. a 1 1'2" X 3" POLYFELT EXPANSION JOINT LEGEND 1-11 1 I I I I I I I I I 3 _ I I I I I I I I I I I I II 111ARCH ITECTU RE ° _4 III III III III III I��- 6 34. 2 (� YP.) NAIL INTO PLACE 1. CONCRETE MOW STRIP 3250 PSI I I ( I I 1 I 1 I _ I_ I I _I (- 1 %® ;ELF -LEVELING ELASTOMERIC @ 28 DAYS I 310 N. JOY STREET 4 cEALANT. 2. RADIUS EDGES 1/2" BULLNOSE 3 12 5 aF 2" 3 �w4" BACKER ROD 3. 90% COMPACTED SUBGRADE LEGEND: CORONA, CA 92879 �° ° ° T: 951.737.1124 Q 1'2" RADIUS. 4. #4 REBAR, CONTINUOUS -OVERLAP 6" EXPANSION JOINT ° .• °a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c o 0 0 1. CONCRETE PAVING 3250 PSI 28 DAYS P.C.C. THICKNESS oC�oC�'oC�oC�'oC�oC�oC�'oC�'oC�'o 0 4" F: 951.737.6551 I Q O o O o O o O o O o O o O o O o O o O o 0 EXPANSION JOINT WALL © REBAR DOWEL @ 24" O.C. AND TIE SPLICES @ 0 0 0 0 0 0 0 0 0 0 @ II a WRAP ONE END WITH PARAFFIN 5. IMPREGNATED POLYFELT EXPANSION VARIES REFER TO PLAN FAPER. JOINT TYP. 2. 1/2" BULLNOSE EDGE. EXTENDED COLLAR AT PERIMETER4 O, 11FEI I lEd I lEd I I III III I I IEE III I I �I a a a ©#4 REBAR @ 18 O.C. (MIN 2 COVER) 3. #4 REBAR @ 18 O.C. (MIN. 2 COVER) I -1 I I 111 I I 1 III III 11 I 111... 111 ( �P�`P# ?'��F� �y 4. #4 REBAR, OPPOSITE DIRECTION @ 18 O.C. * NOTE: 5. 90% COMPACTED SUBGRADE -1 I (, , , 111 ,III . I I 1 (I �- m bD) m a r4 a a a - °� - *CONCRETE, 3250 PSI @ 28 DAYS , , 5 ATURE (� - - F.C.C, REFER TO PLAN FOR 1. PROVIDE EXPANSION JOINTS @ 20-0 O.C. CONTROL -+ 9/30/15 9" 9" 1HICKNESS JOINTS AT 5' O.C. EXP. DATE 2. ALL MOW CURBS SHALL BE FORMED AND HANDOr ;__71 a POURED SCALE: 2" _� 1'-0" of CAt\ 1 CONCRETE JOINT DETAIL%'E SCALE: 2" = 1'-0" 2 SCALE: 2" = 1'-0" CONCRETE PAVING DETAIL, 4" AND 6" THICK. 4 PERMEABLE PAVERS DETAIL SCALE: 1" = 1'-0" CONSULTANT STAMP: 6 CONCRETE MOW CURB DETAIL ice_- __�- LEGEND LEGEND: 1. CONC. FLUSH W/F.S. OF STEPS (PER PLAN) 1 EXPANSION 1 /� �� 1. 1" RADIUS BULLNOSE TYPICAL 2. 90% COMPACTED SUBGRADE - JOINT 5 12", 181, 24"1 OR 36" 2 LEGEND rt CONTROL 1 2. TROWELED STAIR TREAD 3. CONCRETE PAVING, 3250 PSI @28 DAYS P.C.0 3 R2 JOINT / 1/4" TYP. 3. #4 REBAR CONTINUOUS TYP. 4. #4 REBAR 24" O.C. BOTH DIRE TION R2 @ C S + v . .a a: a 1 F.G. Q POINT OF TANGENCY 1-1/2" 1/4" TYP. 5. #4 REBAR, TYP. WHERE SHOWN, 3 MIN. CLEARANCE 44 12" MIN. 1 4" ROTES FROM FACE OF CONCRETE „ v v / \�/, rr REFER r0 PLANS 1 / 6. #4 REBAR DOWEL, WRAP EXPOSED END ° . _ - - 0 •6 / /\ R12 \ \ EXPANSION i / 1. THE UPPER APPROACH AND ALL IN PARAFFIN PAPER. o ° 4d 4 \ 3 _ R5' TREADS TO BE PAINTED WITH A 3" 5 1 /o ° d ;0,//,\ 4 \ 1 CONTROL 1 WIDE YELLOW STRIPE NO MORE - 18" _ JOINT CONTROL 1 �� ** 5 TALL RISER • d ° • � d • •� :i°• • � \� / JOINT - a THAN 1 FROM THE NOSE OF THE 18 WIDE TREAD : 4 i . �. 4 STEP OR UPPER APPROACH. ° i I ° \\j 3�� •�\ ��\ 1 R 16 a 3 a i / PROJECT: 6 NOTE: 90 /\/ 4 LEGEND v 1 4 _ ** �r it /\// \ \ \ �' 2' a 4 a REFER TO HARDSCAP PLA ° d 4 //\\//\\//�, ���/i��/���/� 1. CONCRETE MOW STRIP 3250 PSI a a aPARK / y d /\ \\��\�� 3" 5 @ 28 DAYS 4 v . / o . . . • 3 1 /o ° 4 /\\//\\//\\ 2. RADIUS EDGES 1/2" BULLNOSE ° a° . ° v A _ ; /, \ \/ 12 a d a AMPHITHEATRE \/�\ \�/� 3. 90% COMPACTED SUBGRADE v d ' ° a 1 CONTROL 0000. 011 � d . d� _ • d: • • • 4. #4 REBAR, CONTINUOUS -OVERLAP 6" `' ^ JOINT " 3" " a ° ° ° .4 4. /\�`/'' 2 AND TIE SPLICES CONTROL 1 cooTN OL 1 PREPARED FOR. / d 4 \\ \ 5. ADJACENT PAVING - REFER TO PLAN :.. 4\�\\/\\/ \ / \\/� 4 CITY OF FO NTANA a / N OTE: ,>.. � I' L 6 8 1 4 9 ORANGE W \ AY \ \ ° � 1. PROVIDE EXPANSION JOINTS AND SCORE JOIN >> 1 EXPANSION /\,. .:::::;; FONTANA CA. 92335 JOINT WALL \ - � i�\ \/\/ /\ \/\ PER PLAN 12 8 :r._.;: - , .\\/ NOTE: :::.w..Kr_,:_ 4 2. ALL CONCRETE BANDS SHALL BE FORMED AND 1. POST MOW APRON TO BE POURED MONOLITHIC W/ ADJACENT SIDEWALK : rr 12" HAND POURED 2. CONCRETE 3250 PSI 28 DAYS P.C.C. CONTACT: DAN WEST 12 3. ALL SURFACE SHALL BE FLUSH @ PHONE: 909-350-6530 Q 5 TYPICAL STAIR TREAD DETAIL SCALE: 8" = 1'-0" 6 TYPICAL CONCRETE STAIRS DETAIL SCALE: 1/2" = 1'-0" 7 COrJCRETE BANDING DETAIL SCALE: 2" _. 1'-0" 8 POST BASE APRON DETAIL SCALE: 1/2" =1'_0" PROJECT TRACKING DATE 1. 1 ST PLAN CHECK SUBMITTAL 7-29-14 2. 2ND PLAN CHECK SUBMITTAL 1-20-15 00 1 1-6" 3. 2' O.C. 12„ 2" 1" 1" 1" 1" 1" AOR EQ. 6 7 11 1 4. a - N 9 6. 5. n - g ° 5 SLOPE 1 /o F.S. F.G. 6 7. + F.G.3 Z/ 2 a \ \ \ \ \ I 1 /o 48. ri 0 R2 R2" 5 3 e 4 I 1% SLOPE - 4 a• � L 7 EXPANSION JOINT \//\//\\//\�/ i ° a \\ \ • 6 d d I . /. 1s DELTA REVISIONS DATE '�\//f/ // IO: /, a a \\� F.S. F.G. SKATE STOP @ RETAINING CONCREIE CURB \ \\ \ . L_-__ \ \ � . a a a 1. �fi/i /i /i� / •=� \ d I III III ,I' `: #-- 4 d - III- " 2 O.C. � r, 2 /',//� // // /\ \/j2. � :•;:.i;.F�.��..•:_,. .- .° 12 12 rr 1 rr 1 „ 1 rr 1 r, �-- 12 /.\ /.\ / /\ 3 \ . /\\�/ /\\ 0-10- 3 �` 2 - OR EQ. 10" 5 o O o/%//% /�// -� . /j�/�// �j \�/ ° 4. ° °° ° - • •' ° •. ' \\i,\�%. � � 3 = I I III III I I I I I LEGEND: / \• 5. _ 3 \ \/i /i\/i\\ /\ \/�/i\/i\ \ `� 4 ILI,III , I I I 7 6. ' d • 2 1 + E EXPANSION � , ���� 12" I I a 2 1rr 1. CONCRETE PAVING - 3250 PSI @ 28 DAYS P.C.C. JOINT N WALL 3 LEGEND: 11-6" 7. R12 2. 90% COMPACTED SUBGRADE 12" 12" ° a ° 3. #4 REBAR @ 18" O.C. BOTH DIRECTIONS 1 1. STONE CAP - STONE TO MATCH ARCHITECTURE $ 4. #4 REBAR @ 24" O.C. LEGEND: 2. 6X8X16 PRECISION BLOCK, GROUT SOLID A' 5. #4 REBAR, TYP. WHERE SHOWN 3. CONCRETE FOOTING - 3250 PSI @ 28 DAYS P.C.C. 07-29-2014 6. WATERPROOFING - ASPHALTIC EMULSION (HOT MOP) 1. 90% COMPACTED SUBGRADE 4. #4 REBAR @ 18" O.C. DATE PREPARED: SKATE STOP @ 2' WIDE STEPS WITH 1/2" PROTECTION BOARD (BITUTHENE 3000 OR 2. CONCRETE PAVING, 3250 PSI @28 DAYS P.C.0 5. #4 REBAR AS SHOWN NTS APPROVED EQUAL) - TO BE EXTENDED ABOVE 3. #4 REBAR @ 24" O.C. BOTH DIRECTIONS 6. STONE VENEER - STONE TO MATCH ARCHITECTURE DRAWING SCALE. NOTE: FINISHED GRADE 4. #4 REBAR, TYP. WHERE SHOWN 7. 90% COMPACTED SUBGRADE DRAWN BY: SK, SF; AN, YM 1. ALL SKATE STOPS TO BE LOCATED 2' O.0 OR EQUAL 7. 1"450 CHAMFER, CONTINUOUS (TYP.) 8. ADJACENT PAVING 2. TAPER ALL EDGES FOR RELEASE SCALE: 1" - V-0" DESIGNED BY: JH ,� _ - - CHECKED BY: BAXTER 9 SKATE STOP DETAILS SCALE: 2 - V-0"10 RETAINING CONCRETE CURB DETAIL 11 1'WIDE STEPS DETAIL SCALE: 1 - 1� -0 1 STONE SEAT WALL DETAIL SCALE: 1 - 1 -o BMLA PROJECT NO: 10011210 LEGEND: 1. ADJACENT CONCRET= PAVING / BANDING 2. CONCRETE PAVERS -REFER TO FINISH SCHEDULE DIAL - TWO WORKING 3. 2" THICK ASTM NO. 8 STONE BEDDING 1 BEFORE DAYS BEFORE 4. 4" THICK ASTM NO. 51 STONE BASE 6 YOU DIG YOU DIG 5. 90% COMPACTED SUBGRADE 4 2 TOLL FREE A PUBLIC SERVICE BY 811 6. ASTM NO. 2 STONE BXSE 3 ° UNDERGROUND SERVICE ALERT ° cp o°° o oXto o ° �Q� °o° 00 O P �! J 6 0 o 0 0 OOo OOo OOo OOo O 0 0 - 0 0 0 0 0oXo-.Opo �-.p �-.pp° O�.pOO �O.pOO OO O OO O OO O OO (lJ lJ lJ lJ LJ o O o O o O I I I_ 4 o WTI. 0 0 0 oO0 OOo OOO OOO O P o O°oU0 00 000 (')b0 000 00 O 0000 Oo 0 Oo D o 3 ° oC�'oC�'oC�'O' '0i1 O O O O O 11 2 °° ° °° o 0 0 0 ° '° ° ° ° ° °o o OO O 00 0 00 00 0 00 o O o O o O�o O00 0 0 O0oO Oco O0oO O0oO O0oO O 1 P O OC -'OCA nr-f'OC�' O O O O O O O O O O O °° o 0 0 0 0 0 0 0 0 0 0 0 0 o O o O o O o O o O o O o O o O o O o O o O o O o _ P P °P'° '° ° �O ° ° ° °O 00 O O� O O� O O� O OD O O0 P OOOOOO O III- ° ° o O o O O 0 0 0 0�0 0� O O O O O 0 O 0°O Cc) °°° o O 0 00 0 0o 0 00 O 00 O III I I III III III III- I . III I i I III III III I SHEET DESCRIPTION: c� _�� I I II -a a°O° o°oOo�000 a000 00 000 ooa O�o 0�0 � � O 0 O O O O O O O o O o O�o O0 C.( O�o O�oO O�oO O�oO O00,10 ODo o III I N �o 0�0 0� 4403,0.c�o o0O o0O o0O o0O D0O o0O o0O o0O o0O o0O o0 O 5cp HARDSCAPE DETAILS �" I I III III III III,, III _111..,111 III III III III III III III III I�'- I- �I. III III III,111 III III III III III, $ I I I I- I' I ' 1 1 1 1 I I (I- * SLOPE OF 8% = 12" TALL MAX. STEPS CITY OF F4, VARIES SLOPE OF 4.5% = 6" TALL MAX. STEPS DRAWN BY: SF, SK, YM PROJECT NAME DESIGNED BY: MILLER PARK AMPHITHEATRE DATE: - p JH 07/29/2014 p► CHECKED BY: APPROVED: + 4 /� DWG NO. m 13 PERMEABLE PAVERS ON SLOPE DETAIL 14 NCT USED BAX CI YENGI 51152 R.CE.0:�[523c # *1Sheet 6 of 5