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HomeMy WebLinkAbout3915-17CONCRETE CURBING AROUND TOT LOT PER DETAIL THIS SHEET Li BEN HES PER PLAN CONCRETE CURBING AROUND TOT EDPM WEAR COURSE, 1/2- COLOR 50% RED (1156) AND 50% BLACK LOT PER DETAIL THIS SHEET SWING SET -MIRACLE MODEL N0. SHREDDED SBR CUSHION LAYER DEPTH PER MANUFACTURER 714 -852 -4S -COLOR "MIRA-COTE" RADIUS EDGES 1" AND PROVIDE -CONCRETE PER PLAN WITH EDGES \ / OYAL BLUE -INSTALL SWING PER 1/4"' DEEP SCORE LINES AT 10' O.C. THICKENED TO 12" DEEP AT TOT LOTS MANUFACTURES RECOMMENDATIONS,. ., ` AVAILABLE FROM (800) 264-7225 6 WIDE x 12 DEEP CONC. CURB PER PLAN o ;o : . , o . ��j 2-#3 REBAR CONTINUOUS 11 Air 'V 90% COMPACTED 3/4 CRUSHED STONE AGGREGATE BASE PLAY GROUND SAFETY SURFACING EQUAL TO TOT TURF COLOR90% COMPACTED NATIVE SOIL SUB -SASE i \ i / ,\ \ ,\ i'•• \ /\ / /\ \ �, i i /� `, n ; , T� X T 1\ \ x, ri X T \ f f \ t - TO BE A BLEND OF 50% RED (H56) AND 50% BLACK, THICKNESS AS REQUIRED BY PLAY GROUND MANUFACTURER SEE DETAIL SHEET \ AVAILABLE FROM (800) 264-7225 IXN PLAY EQUIPMENT AREA 1 -MIRACLE \ MODEL NO, 714 -2.28 -LOCATE AND INSTALL ` ; �!; \ `'\ /.- \r \ \ -'/! k" k; ER MANUFACTURES RECOMMENDATIONS / \..\•..,,.y%.\.'\ •. '• ,\� " // . \ AVAILABLE FROM (800) 264-7225 : \ x;��'\ F PLAY G SURFACING A CURBINGNOT TO SCALE '\ '•. / f r�, '••. \ ir\ ;'\. \ \ ,,\ iC. \ / .-�. !\. •\. .r" r\. ,�. \ :' .'" j A,%C r, l'• .� x: x. \ \ X• x, n, . THICKEN INSIDE EDGES OF SIDEWALK AROUND TOTLOT TO 12" DEEP 1( h x i \ �ii �' \ \ , \/ \ n i� \ \ /X\ �� PLAY EQUIPMENT AREA 2 -MIRACLE \ /' �\ j �► i/ / i MODEL NO. 718 -073 -LOCATE AND INSTALL ER MANUFACTURES RECOMMENDATIONS AVAILABLE FROM (800) 264-7225 k'\►�,'\ / i ,� , 1 /4 R. �`_� 1/2- DEEP V.1/2" IitfiJ. /\ - // X PLAY GROUND SAFETY SURFACING EQUAL TO TOT TURF COLOR _ • _ _ . - a: = : - : - - � • •a•_ ° - P _ SEALANT 1 a '• , ' , \ \ r '', \ TO BE A BLEND OF 50% RED H56 AND 50% BLACK THICKNESS ¢ . • \ y ,' /` \ X / /X AS REQUIRED BY PLAY GROUND MANUFACTURER SEE DETAIL SHEET © a ' _ 4 .'_ 1/2" AVAILABLE FROM (800) 264-7225 _ _ Q. ; : _ ' " TOOLED JOINT T.J.) 1 /4 R. ,-. :� ,, \ % . �c i - i\. - , i', \ \ f \ s j .c f.. %`. % \ f.. � 7t , r. ,c, \ %•, - - - - - V • i /` \ i / \ % , /; /" ,' !`\1`' `'\ '\ r i - `'� .� i • " / _ - - _ - PROVIDE @ 5 O.C. MAX. IL SWING SET -MIRACLE MODEL NO. 135' :ate - ' 3/16 F L ER ATER AL 714 -852 -4T -COLOR "MCRA -COTE" = 1 /4 R. --� 2" DEEP t f E�ANSI N J INT OYAL BLUE -INSTALL SWING PER 90.% COMPACT ,�,; _�,,: :_ ,�,, ���� �.• ;�,, ,� � `..\ . . �;/ � . i J! ED SUBSOIL : 1 _ EXPANSION JOINT �.JaXMANUFACTURES RECOMMENDATIONS AVAILABLE FROM 800 264-7225PROVIDE t� 60 O ll J('h 6 JOINT (W.P.J. OR C.J.) THICKEN INSIDE EDGES OF SIL ALK AROUND TOTLOT TO 1 �" DEEP \ \ THICKENED EDGES AT ALL SIDEWALKS PROVIDE ® 15O.C. MAX. ENCHES PER PLAN D PLAY EQUIPMENT AREA 1 FOR OLDER CHILDREN SCALE: 1"=10' E PLAY EQUIPMENT AREA 2 FOR YOUNGER CHILDREN SCALE: 1"=10' G CON -CRETE SIDEWALK CONSTRUCTION NOT TO SCALE SLUMPSTONE WALL WITH MUSHROOM CAP 2"x2-1/2 x1/4" STEEL ANGLE GATE FRAME WITH DIAGONAL BRACING FAND 22 GA. CORRUGATED METAL SCREENING -CONTRACTOR TO PROVIDE SHOP DRAWINGS TO L.A. FOR APPROVAL GATE CONSTRUCTION NOTES 2- 1/2" DIA STANLEY 11006 CANE BOLTS (MOUNT TO OUTSIDE OF GATE 1. ALL CONNECTIONS ARE TO BE CONTINUOUS WELDED. F 3" SO. STEEL POST -WELD CAP AND GRIND SMOOTH - f_• aK n11ACT IAITIJ MICRE` C 1 'I/ ;2"!c Aa� ��AG ARn Jp�rr� AAn Ar : a��r. CMUSHROOM UF, IVLV1VJI DIA REM0. IV�� V- 3. ALL STEEL TUBING TO HAVE ENDS WELDED CLOSED. TO MATCH SLUMPSTONE WALLS x 6" LAG BOLTS AND LEAD SHEILDS AT 12" O.C. 4. ALL STEEL TO BE PAINTED WITH ONE COAT ZINC CHROMATE PRIMER _ AND TWO COATS RUSTOLEUM DARK BROWN. 5. SOLID GROUT ALL BLOCK CELLS WITH REBAR INSIDE. STEM HORlZ. STEEL } #4 TYP. 3 PLACES 30' 8 x 6 x 16 TAN SLUMP BLOCK 24' 6' .� 1 1 �-- 10' CLEAR INSIDE— 6x6" CONC. BUMPER " O1 0 LOCKING HASP -BOTH STES OF GATES r 4 VERT. REBAR 24O.C. ALTERNATE BEND IN FOOTING 6' ` SOLID GROUT ALL CELLS W/REBAR ! f 2"x1/2" BAR STOCK DIAGONAL BRACING 4-4 o : - . �°j-rli. 6"X6" CONC. BUMPER CURB WHERE INDICATED ° //, 3"x3" HEAVY DUTY BUTT HINGES -3 PER GATE 1 1 ,, _ - {` .4 y - .• _ `fC•—} • {`rr �� WELD TO POST AND GATE FRAME (SWING OUT) FINISH GRADE =•: - :_ :. a. o :1:' �. Ilil_lal� �- -- 4 V " SLUMPSTONE WAIT ' a 4 _ `+ `' ti <r �, `j 4 <, % `` 4. 6 -4 # 4 HORZ. REBAR-CONT IN • .: - — — _ — — _ _ — CONCRETE PAVING PER PLAN G 4 a .. -0 . «• . =; �.:: _ _ FOOTING-TYP. OF 2 . ,; :, ,' _ _ _ 4 .... ; 4:.g `�',�. I I I--1 I L_I I I -_I I I____I i I ----i I I --III-- --III —I I = �' 4 4 1$" 2" CLR. .a '� .': ,. 4. - 3" CLEAR +�,� "= T , - I I r -II -1k-1 11= <1 ;� ` • . ' A . - - ° 9 - : (T'P) r. 90% COMPACTED SUBGRADE a, - �---111= I I --I (i =1 i 1=� I ►=1 I i=i 11— __ 111= # 4 HORZ. REBAR 0 24" O.C.-" 6" LAYER OF 3/4- GRAVEL �i '4 DEEPED CONCRETE FOOTING AT CANE POLTS-DRILL HOLES -=ii=i1 ON BOOSTER PUMP SIDE ONLY IN CONCRETE AND INSTALL GALV. STEEL SLEEVES \-6- THICK CONCRETE PAD WITH 6x6 #10 TO ACCEPT CANE BOLTS IN LOWERED POSITION BOOSTER PUMP PER IRRIGATION PLAN 6' CENTERED 9' CENTERED W.W.M. PLACED MID -DEPTH OF POUR 2' SQ. 3/4" GRAVEL -12" DEEP FRO DRAINAGE ,Pr SLUMPSTONE WALL SECTION ELEVATION OF GATES N TRASH AND PUMP ENCLOSURE NOT TO SCALE MOST DEPENDABLE FOUNTAINS 5705 COMMANDER DR. 18' OVERALL 5/8" SQ. STEEL TUBING PICKETS (16 GA.) 0 4-1/2" O.C. ` `t � P.O. BOX 587 PARK SIDE BASELINE AVENUE SIDE _ ='>`�' = ARLINGTON, TN 38002-0587 ,: �•�-�; >•..... O 2-P8367-0039 2' 7' 7' 2' 2" SQ. TUBULAR STEEL TUBING POST W/ CAP 0 '8' O.C. MAX. X`' t?y '+"`l'r PIP PHONE (301 7 FAX: (9o1) 867-4008 t'. L DECORATIVE CONC. CAP' AND FINIAL 1-1/2"' SQ. TUBULAR STEEL TUBING TOP AND BOTTOM RAILS `: 1' �-20" 4" DIA. DECORATIVE ACCENTS " _;; MUSHROOM CAP TO MATCH TRASH ENC. WALL 16 Std. COLUMN AT 16 O.C. WITH DECORATIVE CONCRETE CAP ==;s-: 40" ADULT HEIGHT - 8" THICK POURED IN PLACE CONC. WALL 'O REINFORCED --- -� I 34" HANDICAP HEIGHT NYLOBRAtD 14 VERT REBAR AT 24" O.C-ALTERNATE BENDS ' TUBING = 10" HIGH RECESSED LETTERS 10" L _' STEEL SUPPORT IN CONCRETE FOOTING _ ° AS REQUIRED BY MANUFACTURER " : :. • . 14 HORZ. REBAR CONTINUOUS 3 PLACES b 6" " ACCESS \ FIND . SHOWN WITH UNATiAGHED 12" X 12" 4 -$OR ARCH DESIGN TUBULAR STEEL FENCE x 4'-2"f- 6" HIGH RECESSED LETTERS I '� 6" 4 -8 ° ° ., VALVE BOX AND OPTIONAL VALVE IfQN-TA�4A..'I _ _ - BLOCK WALL BEHUVD I >~. .:_..A H • . Y 9 7 _ 1 4...- Y • I I 1 w -a• 2 _6 _ - - - SLOPE WALL FOR DRAINAGE WHERE IT JOINS BLOCK f10%6"Y ' M - � x 16 TAN SLUMPSTONE BLOCK WALL I : -- • ij 7 FINISH GRADE} J T_ I 5v " Y If HIGH SLUMPSTONE WALL ACCESS ON OPPOSITE SIDE MUSHROOM CAP TO MATCH TRASH ENG WALL 2x2 CITY LOGO INSERT PER CITY STANDARDS. FINISH GRADE J4 REBAR AT 24 O.C. — t _- .�- s : 1. MEETS ADA REGULATIONS. " 14 HORZ. REBAR CONT.tN FTG .. , `- 4 t . -; _ 1 -6 18 ,- 2. DO NOT SCALE DRAWINGS. 8 THICK POURED IN PLACE CONCRETE WALL, SACK SMOOTH WITH t_ . ._,: •' '�- =� �*- 30 CONCRETE MOW CURBING 14x6x16 TAN SLUMPSTONE BLOCK WALL TYP. 2 PLACES = : a.� . 111= 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ANT!-GRAFflTT PAINT OVER ENTIRE SURFACE (AND BLOCK), FRONT AND BACK 4. AGGREGATE DRINKING FOUNTAIN INSTALLATION TO INCLUDE 4PT10NAL KIT UAVB AND COV W/tPD '90% COMPACTED SUBSOIL _— 1 10" HIGH RECESSED LETTERS, TIMES ROMAN FORT I-- , ; '.� -, ; + =1 I }_l l .I— � ' f / 1 . //j //�'//`//�/f'` //`�f / 5. I'Rt?VIDE A 3'x3°x3' DRAINAGE SUMP BURIED 2' DEEP -WRAPPED IN FILTER FABRIC 10' CONCRETE FOOTING 6x8x16" TAN SLUMPSTONE BLOCK WALL W/SLUMPSfONE CAP BLOCKS///�� f, / f,���///'/'C`'rC`'�`�1,/////�//�,/�,�// AWAY FROM DRINKING FOUNTAIN IN ADJACENT LAWN AREAS FOR WASTE WATER DISBURSEMENT 6" HIGH RECESSED LETTEI?S-TIMES ROMAN. FONT 3'/� fii��i�,�r!�iii��tff!�ri!� . ���ir PROVIDE FOOTINGS FOR WALL AND COLUMN PER LOCAL CODES CONCRETE MOW CURBING �'\\`` SIGN CONSTRUCTION NOTES K DRINKING FOUNTAIN NOT TO SCALE .��! ELEVATION OF FENCING PER DETAIL 6 SHEEP C -i _ 1. CONTRACTOR TO PROVIDE FINAL SHOP DRWAINGS TO L.A. FOR APPROVAL PRIOR TO INSTALLATION. 1. FENCE CONSTRUCTION TO BE EQUAL TO TUBULAR STEEL FENCE FROM GOLDEN STATE FENCE COMPANY. TY 0 �� CALIFORNIA 2. CONTRACTOR. SHALL VIBRATE ALL CONCRETE IN POURED IN PLACE SIGN TO ELIMINATE ALL VOIDS AND AIR BUBBLES. SECTION OF FENCING , 3. CONTRACTOR SHALL PROVIDE AN ANT{-GRAFF{T COATING OVER ALL EXPOSED SURFACES OF THE SIGN AND WALL- 2. ALL STEEL IS TO BE t?REGALVAN ZED PRIOR TO CONSTRUCTION 3. ALL PICKETS SHALL HAVE CONTINUOUS WELDS AND COLD GALVANIZED APPLIED TO THE WELDS. PROVIDE SAMPLE TO L.A. FOR APPROVAL PRIOR TO APPLICATION. 4. SOLID GROUT ALL BLOCK CELLS WITH REBAR INSIDE. 4. CONNECT FENCE PANELS TO POSTS WITH SLIDER BRACKETS NOT WELDING - 5. PAINT ALL STEEL WITH ONE COAT EPDXY PRIMER AND ONE COAT EXTERIOR ENAMEL FINISH -COLOR FOREST GREEN. DRAWN BY: SCALE: UNDMGROUND 8MVICE AST C CONSTRUCT ON AS SHOWN DESIGNED BY: DATE: S.T.B. pl / 3/25/05 CHECKED BY: P VE0 BY: DRAWING NO.: ��. .,�gr T7 18 PARK MONUMENTSIGN'' J FENCING AT BASELINE ROAD ,� "„o Ya,, NOT TO SCALE NOT TO SCALE STB 01 1107— R 51152 3W5, z l� 0 z �� MZ C r-� a .i E w �-+ O c Q —► o �LLI L. LAJ 0 z Q v Wo r t �J 0 U xz> �- N� H .4 �60 o or Of LL LAJ of nZ� W U� L0 a zF; 100 jjL A a� Ld< g AS SHOWN r av co �� Z rr 3 Q mz� low `V z co _ OF 18 SHEETS u 0 w �e z >` 0 z �- co C :zz W 0,000 0 n ( } a o ry < u J �LLI L. LAJ 0 z Q v Wo J z 0 c.s 0 Of 4/30/05 Of LL LAJ of w cnbi �-- _T t: L: a_ Q z Ld< g AS SHOWN r z c �� Z rr LLI LL Q w Lli s 0 z 0 LL 0 z LL u LiJ w 0 LLJ. cn a: 0 C) DRAWN BY >` z z u 0 j- Ljj < :zz W 0,000 0 n ( } a o S.T.B. < u J � L. LAJ 0 z Q v CHECKED BY J UL1� c.s 0 Of 4/30/05 Of LL LAJ of cnbi �-- m C:)Z 0uo).U— Ld< AS SHOWN Q)Q �� Z w Lli s 0 z 0 LL 0 z LL u LiJ w 0 LLJ. cn a: 0 C) DRAWN BY >` CAD z DESIGNED BY o S.T.B. CHECKED BY J DATE 4/30/05 JOB NO. 03-26 Cr 6 - SCALE AS SHOWN SHEETT a a Q CD -4 `V z a OF 18 SHEETS u I