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SEE SITE PLAN FOR SIZE OF DETECTABLE WARNING AREAS 2. DO NOT INSTALL DIAGONALLY 3. THE COLOR OF THE DETECTABLE WARNING MUST BE YELLOW, SECTION - CAST -IN -PLACE NEW CONCRETE `PA S' , ,` rb4 CONFORMING WITH FEDERAL COLOR NO.33538 OF STANDARD NO. D TRUNCATED DOMES, 9�F N• 10 r5OQ� 595C. (WET SET IN INITIAL CONCRETE POUR) \F 4. SEE 5C/AS1.2 FOR TRUNCATED DOME LAYOUT CONCRETE CURB SEE DETAIL 14/AS1.5 F C A�- 1/4" RADIUS 0 45" 2.35" 2.35" TOOLED EDGE, TYP. FLUSH 6" 1A TRUNCATED DOMES DETAIL CONCRETE LANDSCAPE AS1.5 SCALE: 12" = V-0" PAVING, REFER WHERE OCCURS. 24"x24"x2" TO CIVIL REFER TO CIVIL _ - - TILES DRAWINGS. PLAN FOR "' LATEX THIN d o ADDITIONAL INFO a 2 ° w ° d SET MORTAR w BACK OF WALK `" d °°o °° 00 000°°o o° 00°°o J r _ , . $ . , Q a a° ° o°°Oo° O O° o°pOo° O o0 0 0°00 0 0 ° 00°° o 0 o- 0 4" CONC. 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DOWEL SLEEVE AND 18" O.C. CHAMFER CONCRETE WALKWAY (SEE CIVIL EPDXY COAT ONE SIDE, C2.01 FOR REINFORCEMENT) SLEEVE OTHER �+ �+ INSERT #4 BAR, #4BAR," MIN3" MIN. .EMBENG 3/8"MAX d ° d ° 3D CONIC. CURB ASPHALT INSERT CROSS CROSS #4 BAR, 3"MIN. EMBED GRAVEL BASE PER SOILS REPORT a 1/4" R MAX. COMPACTED SOIL, 95% MIN. ° - ° ° AS1.5 SCALE: 1 1/2" = V-0" FINISH - � -r- � rc � P CIVIL/ SOILS REPORT �" 1/2" GRADE PER SOI P R ° O d° a d #3 REBAR o `^ t- r- oO° ° o °°OO°° ,ao o°OO ° o °O°° ° o °O° ° - i o - e o °°Do 000 O° °°�o 000 °Do 000 O° °°�o 000 O° ° CAGE�a_. s.- - - - J °o oo°O°� o Do°°oo00°� �- 000 000 °°o 0 0° o�o O oOo°°OO o�o 0°°o O o�o 0°°0 ° O O °- ', v y e 6 1/4" RADIUS J *1 1/2" 0 0 ° 0 ° o ° ° 0 ° o ° o ° ° O ° o ° TOOLED EDGE, TYP. °O°°Q ooc°O°o0 °° °Oo°O°o0 o ° °°O°°o o0�°Oco0 0 o °°O o o 0. °°O°°o ° °oO o ° °oC) �\ �\ U 0 00° ° 000 °°°o °° o 000 °°° o / \\� / \ ° 00°� 00 ° 00°00°°° 00 ° O°° °° o Oo�°°° 00 ° Oaf°°° ,a o° ° ° o° ° ° o° ° 000 °o ° o° ° 00 00° ° o°oo 00 0o° ° ocoo 00 00' ° o°oo 00 00° ° o°o0 3E POURED -IN -PLACE CONCRETE BENCH DETAIL -- ° CONCRETE CURB (E) CONCRETE PAVEMENT �; ;� (N) CONCRETE PAVEMENT GRAVEL BASE PER SOILS REPORT ti AT SLAB COMPACTED SUBGRADE e . ; M Q 4 z Q NO. 3 BAR CONTINUOUS. w Q 4A EXPANSION JOINT 46 E CONCRETE TON CONCRETE TOP AND BOTTOM. co Q W 4 AS1.5 SCALE: 3" AS1.5 SCALE: 3" °s PLAYGROUND SURFACE MATERIAL 2" BELOW TOP OF PAVING. 0 0 d CURB WALL AT PAVING � � Z EDGE. - DLAYGROUND SURFACE BASE Y o „ Q LANDSCAPE WHERE OCCURS. MATERIAL 4 MIN. 0 W 4D LANDSCAPE CURB ASPHALT PAVING - ~ `° �^ O AS1.5 SCALE: 1 112" = V-0" 9 LO -4 d REINFORCEMENT PER CIVIL CONTROL JOINT SPACE d A PLANS C2.01 PER PLANS 1/4" R MAX. ASPHALT PAVING (I 4 Z PER CIVIL C2.01 CONSTRUCTION REFER T0: 1/4" RADIUS I I III ,a d TYP SLAB ON CONCRETE WALKWAY CONCRETE PAVING, I 4 ( (�, - DOCUMENTS GRADE JOINTS GRAVEL BASE PER SOILS REPORT m w FLUSH REFER SPECS AND CIVIL _ COMPACTED SUBGRADE DRAWINGS a O -III I 4 Issue Date I N � cn Y 1/4" R MAX. � III I •- REVISIONS � v U - - o -= a Q p U) z ~ �� 4 CONCRETE CURB , (I III�CA CA - b b _` - 1/4" RADIUS w > TOOLED EDGE, TYP. 1 o o� -d -4 IEl II IQ CONCRETE6„ ( 1 w PAVING, REFER III III IM I1=1 I1=1 II 0°0000 0000°0000 o. oo Ooo ooc °°O �oo°��°°0°° coo°�°��°�°° o TO CIVIL O° 00 ° o°Do 00 0o Oo°�°�° o0 0 ° ° O� 00 0 °°ODo 00 ° ° DRAWINGS. ffi �" I I III coo ° ° o O°° ° ° o O°°° ° °° o O_ ° ° U.- °� 0 ° °° ° o° °°� 0 ° ° o ° o °°� ° °° ° o° °°� 0 o ° o° °°p 0 1 I III °o 00 ° °°oc °°o 00 ° °°oO °°o 00 ° °°oO o 00 ° °°oO °°o 00 ° °°oO -III I I I- 0 000° o 000° o o0 0 °o°° o °o _ c� M w p ° w - ' 4" 5 1/2" AGGREGATE ° 3/4" AGGREGATE d ° a ,. COMPACTED SUBGRADE SEE PAGE 4 IN PRO TURF SPEC 75-24272-01 1" - 2" AGGREGATE DEPTH DEPENDANT 6" MIN. COMPACTED CLASS II ON VEHICULAR ACCESS AND SAND SHEET LOCATED IN SUPPORTING GEOTECHNICAL REPORT j d� AGGREGATE BASE SITE DETAILS a DOCUMENTS FOR ADA LANDSCAPE WHERE OCCURS. 90% COMPAC FED SUB -GRADE ACCESSIBILITY REFER TO PLAN FOR ADDITIONAL SLOPE TO DRAIN. INFO a N 5A CONTROL JOINT 56 CONCRETE PAVING ASPHALT 5D N LANDSCAPE CURB E LANDSCAPE 4E RUBBERIZED PLAY SURFACE AT CONC. AS1.5 SCALE: 3" = V-0" AS1.5 SCALE: 1 1/2" = V-0" AS1 ■ 5 LO N AS1.5 SCALE: 1 1/2" = 1'-0" AS1.5 SCALE: 1 1/2" = 1'-0" 0 N O d°