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HomeMy WebLinkAbout4078-6 i 8° 1 T-0., ‘1"' �1.�ND SCgp�. 0 © 1 10"WIDE MUSHROOM CAP.COLOR TO/ gk' a 1��N �'t a MATCH SPLIT-FACE WALLS. CAP AVAIL �` - '` �n 0 FROM ANELUS BLOCK CO. �g (r� t n --w -:-:-X.:.:4.-• 10'-0" i 10'-0" O 8"X8"X16"SPLIT-FACE CMU(ONE-SIDE)BY 0 ♦ ♦ I.. ANGELUS BLOCK CO. COLOR#200. GROUT *- �" '•-•-"� ALL CELLS SOLID WHERE STEEL OCCURS. '' 2'-8" 7'-4" 7'-4" 2'-8" 1" © _ 0 GROUT COLOR: MEDIUM TAN �l,� • 9" MIN. 9"MIN. oo �( d 4/0""'' _ O #4 REBAR VERTICAL @ 24"O.C.ALTERNATE OF CAt - © 8" /f1% ui / y► OBENDS iN FOOTINGemo • 111111 _ a! 1% ♦ ® FINISH GRADE . w . . .,. ,.. tte O ";:r [•-c.)[, I. 0 - ♦ `-♦ 16"X24"CONTINUOUS CONCRETE FOOTING Z • M _ � He "' ' --hr `-'! ♦ ; : ; 6 COMPACTED SUBGRADE PER SOILS (40>Z o N - 2 6" 0, 0.. ,6..8., • �, REPORT RECOMMENDATIONS '''� 7 #4 REBAR HORIZONTAL CONTINUOUS @ ♦ +.>�alwis _ - - I I,. 0 0 © , MIDDLE AND BOTTOM OF WALL1 e � co . ,i„P ilio , r ,� _ - 1 TOP ileiMI r f = 0 `Q 1 0„ ,,,,,ArvirAir , / ® #4 REBAR HORIZONTAL CONTINUOUS LCI).] O 6"X6"CONCRETE BUMPER CURB :IP UJ i N - k0 • IIIr ' INV ' ,•w 4 i'r - s? 4.,)«-. .!•j w 'fir;- 3„, • <. . .. lt . +. ,•, ; ';'�. ) 10 S POST BA MODEL#EPB-66 SET ., ' _. — .: • • 4X14, 4. ii..... . _ . ”` •,♦..., ' d ': . ...:,»,,..e%,,,,....• ikti4... ♦ 4 al IN WALL N0._ cy, 0 0 o . ` Oi oft ir,i0 ♦ ir mpt 2 0N3 0 - 0 0 . m 0 0I ti U 36 0 0 0 ©. } ,T � � Orn a1 CONCRETE SIGN WALL PER DETAIL'S',THIS SHEET ,� . • ' Z O 0. 10 MUSHROOM CAP, COLOR TO MATCH BLOCK WALL,AS MADE BY ANGELUS BLOCK CO. O2 RECESSED LETTERS, 12" HIGH X 1" DEEP. "TIMES" FONT. SIZE, SPACING AND PLACEMENT AS SHOWN 1`,, '1.. • "� U O #4 HORIZ. REBAR(CONT,)THREE PLACES IN WALL .w 3 RECESSED LETTERS 5" HIGH X 1"DEEP, "TIMES" FONT. SIZE,SPACING AND PLACEMENT AS SHOWN ., a 3 CAST IN PLACE CONCRETE SIGN WALL, 7"THICK MIN/ ' \ 10 8"SPLIT FACE 6'-0" HIGH INTERIOR AND EXTERIOR WALLS,TYP. _ :x, • , (f) O SEE DETAIL'D', THIS SHEET - - � O 1%: 4 2'X2'CITY LOGO INSERT COLOR: NATURAL _ O � � 4 RECESSED LETTERS, 12" HIGH X 1" DEEP AS PER DETAIL'A',THIS SHEET 2 6"THICK, MEDIUM BROOM FINISH CONCRETE PAVING, TYP. - �' G W o • • • a5 SPLIT-FACE BLOCK WALL PER DETAIL'S', THIS SHEET 5 #4 VERTICAL REBAR @ 24"O,C.ALTERNATE BENDS IN FOOTING " " t� 6X6 BUMPER CONCRETE CURB �.II M O ANGELUS BLOCK CO. ® MUSHROOM CAP PER DETAIL'S', THIS SHEET ,� • !1 = Z5 gaco - � NOTES. © RECESSED LETTERS 5"HIGH X 1 DEEP AS PER DETAIL'A', THIS SHEET O GALVANIZED STEEL GATES. SEE DETAIL'E',THIS SHEET "" FONTANA PLANT , X Z ILI (7) FINISH GRADE 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF SIGN,WITH PARK NAME � A 3 CLR. O 909-350-0244 . CI PROVIDED BY CITY OF FONTANA, FOR APPROVAL BY LANDSCAPE ARCHITECT AND `r/ 10X8X16 SPLIT-FACE CMU (ONE-SIDE)BY ANGELUS BLOCK CO. CONCRETE SIDEWALK. SEE SHEET LC-1 24" �'•, W 20: 0 COLOR#200, GROUT ALL CELLS SOLID, GROUT COLOR: MEDIUM TAN O F'- F- U THE CITY OF FONTANA. �. W z O 2.ALL CEMENT SHALL BE FREE OF VOIDS AND AIR BUBBLES. O FINISH GRADE O CONTINUOUS CONCRETE FOOTING O PARKING LOT PLANTER. SEE SHEET LP-1 I 3. CONTRACTOR TO COAT ALL PARTS OF SIGN (FRONT AND BACK)WITH ;a *` W Z ANTI-GRAFFITI PAINT.APPLY 1 COAT OF AQUA SHIELD AND 1 10 COMPACTED SUBGRADE PER 11 SLOPE CONC.WHERE SIGN WALL MEETS BLOCK NOTE: DETAIL PROVIDED BY LUIS VILLALOBOS,CITY OF FONTANA,VIA FAX 9/28/04 V U COAT OF PERMA SHIELD BY MONOCHEM.� SOILS REPORT RECOMMEND. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR TRASH ENCLOSURE A ND A_.L COMPONENTS CALLOUTS CIRCLES,TEXT AND NOTES HAS BEEN REDRAWN/TYPED FOR CLARITY i ANGELUS BLOCK CO. • FONTANA PLANT A PARK MONUMENT SIGN PARK MONUMENT SIGN 909-350-0244 TRASH ENCLOSURE TRASH ENCLOSURE • N.T.S. ELEVATION DETAIL PROVIDED BY LUIS VILLALOBOS,CITY OF FONTANA,VIA FAX 9/28/04 B N.T.S. SECTION N.T.S. PLAN CALLOUTS CIRCLES,TEXT AND NOTES HAS BEEN REDRAWN/TYPED FOR CLARITY N.T.S. SECTION DETAIL PROVIDED BY LUIS VILLALOBOS,CITY OF FONTANA,VIA FAX 9/28/04 CALLOUTS CIRCLES,TEXT AND NOTES HAS BEEN REDRAWN/TYPED FOR CLARITY DOUBLE 4.-6"GATES C. y ��" ♦ y ♦ - � � = - --� •� - -- - - ,/�• 4 EQUALLY SPACE POSTS �, 0 CONCRETE STEPS. SEE DETAIL n No je E"'1 Ir 0 2'-0" _.1_0,__•±-1 1 2-o y 13 11 'G',THIS SHEET n n n n n n n n n n n n n n n n n n n --�� O POURED-IN-PLACE CONCRETE4's,,, El 0 • � CHEEK WALL .." �-} ) ♦ COLOR: NATURAL _ 0 0L , ..c...)................. ...._ FINISH: LIGHT SANDBLAST ` . . i ■ O WELD AN 1/8"THICK X 2 1/2" SQUARE • 1 I PLATE TO THE BOTTOM OF POST c4 PRE SATURATE&COMPACT 04,e, ` 0 Q ® 11 � ♦ O SUB-GRADE PER GEOTECH • ♦ co . - _ x •fir+ Q 0 SOIL ENG. RECOMMENDATIONS. Z N ‘ Er FINISH SURFACE. SEE PLANS 'l ® Q ELEVATION © y ♦ 0 .. F- 0 / �— 1'-4" PER ADA CODE mm O 1 3/4"ROUND TUBULAR STEEL HANDRAIL `;' O I ( 0 7 1 3/4"ROUND TUBULAR STEEL POST @ 8" , M 1 hilly Ili , .. © O Ii4 ,'iiililti Z�I I = 2'-0"±TO 3'-0" MAX. O.C. 0 ��.� - •: v :.- • ® CONCRETE FOOTING. N "'k•terAto3�'�'�L 1rothrratt1eltoo " / ,, 4:'. 4.r!. t'`,i o-:', `_ • v ®0® © .•:••. •:: S•• ::.. ...... . NOTE•� , .. �: I I ♦ ``_ .::..•.-•:,,: :: : . . . 1.)ALL RAILING MEMBERS TO BE TUBULAR _ .� „j „� ' :;:j{•• _ ♦ T :• �,.+. — — STEEL STOCK SCH. 40 OR EQUAL(NO THIN i "'.z O �I:; ® . .1- - . . . = `r m ;:::::'::;:;.:.:... :::::=•: . . ::. :r'” :::;'::;::::::•••• WALL STEEL.ALL CONNECTIONS SHALL BECt * , - C = - - _ _ - _ - _ _ • • • • - = WELDED AND GROUND SMOOTH. ALL- - _ - — ED- _ _ '�„' ., — _ RAILWG MEMBERS TO BE FACTORY PRIM o — 0IE ...a1 SPLIT-FACE BLOCK WALL. SEE DETAIL D,THIS SHEET PLAN I ( a 12 TREAD 2/° MAX. ::`::;:: * .. _ ( AND FIELD PAINTED WITH (2)COATS OF UO w 'f f- �” �v,::: . :,.:..:.::•.:::. ;.::•;;: .: .; I I i II I I 11 I T RUSTOLEUM OR2 1/2 .... •!::.r;.:. ;,:••• RUST INHIB T NG PAN ( w f'� <(O4"X4"STEEL POST-WELD CAP AND GRIND SMOOTH. FILL POST WITH I © © Q I OCONCRETE. - '♦� �• © III 1 - EQUAL) FOLLOWING FINAL ASSEMBLY. \:./ '�` ` ' '' FINAL COLOR TO BE SELECTED. RAILING3 22 GA. CORRIGATED METAL DECKING W/2"X2 1/2"X1/4" STEEL ANGLE GRATE FRAME ce N ♦ :.;;.;..::.:.;: ,. ,.' :'" :;.;.;�• :.•: • CONTRACTOR TO COORDINATE WITH '� f Q� ~WITH DIAGONAL BRACING, CONTRACTOR TO SUBMIT SHOP DRAWINGS TO - F—'► 7 '".:: :•::•: CONCRETE CONTRACTOR PRIOR TOO _ (�CC 1 C LANDSCAPE ARCHITECT FOR APPROVAL, MAINTAIN MIN. 12"CLEAR FROM FINISH 01 SPLIT FACE BLOCK MASONRY WALL. SEE DETAIL'D',THIS SHEET ' ' U - �`•' !` •': :`:'' CONSTRUCTION. >0.0Z Qr� - - ' ` - CONCRETE STEPS. C° 73:94)SURFACE ; ; -*` ;:`:::::::: ::::: 1O O FINISH SURFACE. SEE PLAN. 2,)CONTRACTOR TO VERIFY AND INSTALL I2 6"X6"S4S WOOD POST W/SIMPSON EPB-66(12"LONG) INTO CORNER CELL OF z_ _ , z;':'::;•:: L:::• :: - COLOR: NATURAL ♦ !-;:,,.,;,,;., r HANDRAILS PER TITLE 24 REQUIREMENTS a4 3, 3X3 HEAVY DUTY GATE BUTT HINGES. WELD TO POST AND GATE FRAME. O MASONRY WALL-GROUT SOLID 2 r FINISH: MEDIUM BROOM 10 POURED-IN-PLACE CONCRETE 3.)FOR STAIRWAYS WITH FOUR OR MORE - i : O GATE SWINGS OUT - a ►- O CHEEK WALL-SEE DETAIL'H',THIS RISERS 2 TWO INTERMEDIATE POST ARE ' '3•'''' rt ( ) " " "' I - 2 #4 BARS @ 18"±O.C. EACH WAY , O z ::::r :3 DOUBLE 3 X10 WOOD GRAB BEAMS EACH WAY-NOTCH 1 EACH WAY- BOLT -1III I - :: :'• .; .;'•:;::;: n - ::':!. :!::::;5 2 X 1/2 BAR STOCK DIAGONAL BRACING O @ - I I : !::::::::::: `✓ CONTINUOUS SHEET TO BE USED, MIN, g :..;.a. 1,.:. O EACH POST W/2-1/2"DIA. MACHINE BOLTS W/WASHERS AND NUT 4. HANDRAIL SHALL NOT PROTRUDE INTO --7-1117- ? �. i=� © #3 NOSING BAR CONTINUOUS 11 1 3/4" ROUND TUBULAR STEEL ) "': '•.;''• c: >" ® 2, 1/2 DIA. GALV. STEEL STANLEY#1000 CANE BOLTS(MOUNT TO OUTSIDE OF GATE) 4 4"X4"WOOD TRELLIS MEMBERS @±12"O.C. BOLT THROUGH INTO EACH GRAB O O HANDRAIL-SEE DETAIL'H',THIS PUBLIC •SIDEWALK AREA. i I I I -;- I =:.: ; t I I ! O BEAM WITH 3/8" DIA. LAG BOLTS. CHAMFER AT ALL ENDS. 0 7 1'-4" 4 1/2" RADIUS EDGE SHEET O I `::::: :';.:: — I 07 FINISH GRADE/SURFACE O I ::a';::,t,::::•,::, _ Q 5 STEEL TRASH GATES- SEE DETAIL'E', THIS SHEET 12 CONCRETE FOOTING. ,.••;•.::•:•:: :?. •;• -.a SEALED EXPANSION JOINT. a ..... .,r• 08 CONCRETE SLAB WITH DEEPENED FOOTING @ CANE BOLTS. DRILL HOLES IN CONCRETE OTO ACCEPT CANE BOLTS IN LOWERED POSITION WITH STEEL SLEEVES. SIDE ELEVATION SEE DETAIL'L', THIS SHEET13 INSTALL ROUND HANDRAIL GUARDS • ±24' O.C. 8 :.•.i!�:;::':::,::••:'•• „..�"18 LONG#4 DOWEL CENTERED IN AVAIL. FROM RAVENSFORGE SKATEBOARD' ` •• •• • ••• •O 3/4 GRAVEL,6 DEEP, FOR DRAINAGE NOTE: 6 SOLUTIONS ::�;�:•�:�• (� p,ODEEPENED EDGE. SLEEVE ONE END. _ 4 _ : : : 'PAINT ALL EXPOSED WOOD MEMBERS WITH ONE COAT PRIMER AND TWO 888 7 3 3490 1 o :<(ilz Q10 COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS 3 CLEAR MIN.COATS PAINT. COLOR TO BE SELECTED BY CITY MATERIAUFINISH: SILICON BRONZE �"" I•-- �O 7 PRE SATURATE&COMPACT EPDXY AND SCREW IN PLACE , .< U 011 LOCKING HASP 12 STEEL POST FOOTING SHALL BE PART OF WALL FOOTING. O SUB-GRADE PER GEOTECH '"""'-,*. W U.SEE DETAIL'D',THIS SHEET NOTE: FRONT SECTION /SOIL ENG. RECOMMENDATIONS. QSEE CIVIL ENGINEER'S PLAN FOR ELEVATI NAL ELEVATION f0 �TRASH ENCLOSURE .GATES TRELLIS AT TRASH ENCLOSURE CONCRE-fE STEPS � � PROVIDE GROOVED BAND DIFFERENCE BETWEEN TOP OF SLOPS AN BOTTOM � 01°...1 : o A CONTINUOUS ACROSS FRONT OF OF SLOPE TO DETERMINE REQUIRED NUM ER OF CONCRETE CHEEKWALL W/ HANDRAIL %A► Lf? 0ALL STEP TREADS PER DETAIL'N', RISERS.ALL RISER HEIGHTS SHALL MATCI- IN EACH N.T.S. ELEVATION N.T.S. PLAN / ELEV. 1"=l'-0" SIDE SECTION/ELEVATION SHEET LD-5 FLIGHT OF STAIRS. ALL TREAD WIDTH0 SHALL MATCH 1"=1'-0" FRONT SECTION/ELEVATION N DETAIL PROVIDED BY LUIS VILLALOBOS,CITY OF FONTANA,VIA FAX 9/28/04 IN EACH FLIGHT OF STAIRS. CALLOUTS CIRCLES,TEXT AND NOTES HAS BEEN REDRAWN/TYPED FOR CLARITY13 0 JOB NUMBER i 15 0 ® CIE-426.11 _ 1 N NOTES: / 1 4 4 1.)THICKNESS OF GRAVEL BASE WILL VARY WITH TYPE OF SOIL SUBGRADE AND © 0 I --, /� 0 FACE OF BUILDING OR WALL,AS OCCURS ~° O ► PRINCIPAL IN CHARGE Y O 1 CLIMATE. SEE STRUCTURAL SOILS REPORT et-* 0 -� o v� BOB BORTHWICK W 2,)PAVERS SHALL BE SET 1/8"TO 1/4 ABOVE ADJACENT CURBS, BANDS AND O NOT USED 70 e 0 ® �.�:�:�,,,:,..::_. _:.:.. .. 1 1 PAVING TO ALLOW FOR SETTLING OF BASE �o p 1 `'`;9F`''?::::;:'::•:'<:::::':;:::::'`:.:.:::;::'::::•::::: _ ® PROJECT MANAGER C.) 3 1/8"RADIUS EDGE o Z --�- III• I Il•. -••1(I(•• 1 11 I ••(IIl • •-.I•(•I( •••lil I1I(I•• KIRK KELLER CONCRETE PAVING-SEE PLAN ;;:`• ;:.' ; ;;::'; :' I ® I - 1111-1111 1111-1111=IIII—IIII J 12 1 ® 5 ® a . EQUAL O © © O O © © O - SAWCUT SCORE JOINT SHEET TITLEa. -,-- R 41-0". � 5 POLYURETHANE TWO-PART JOINT SEALANT PER O i' SEE PLAN ` A M 1 1 0 O SPECIFICATIONS OR APPROVED EQUAL. SET 1( CONSTRUCTION . .. ♦ 1O ® -1: �p �N ♦ © `M�` BELOW FINISH SURFACE. DEPTH PER ' I I i .:1.: 1.11.11:111.- © iligile MANUFACTURER'S SPECIFICATIONS AND co DETAILS e i • 1'-0" --1-- i - ` S-ACED ISOLATION JOINT AT • o AM RECOMMENDATIONS. COLOR TO MATCH . . : : : . : : . : : : : : .. Z• -- VADJA ETC NCRETE PA INC COLOR. d'C N O- � - VERT' A F.r ,r C L SUR ACES SC LE 0 _�•..•. ©. '� 0 '�S. . 'fir. r I •:�••-. - �. •�:- `A�` � � ••her•-'•• `,t••• � 3/4"WIDE ASPHALT IMPREGNATED FIBER •c A ® :e ?r.�'rt..�+t.�.•r.*r.. �•'n'$r.=.•r.* 4.tntr.* ''�,• ATT 4 ®43 _EXPANSION BOARD FULL DEP H . . . . . . . ASN TED Jr � © o o 14-4 41, PLAN VIEW „ —1 11— 1 1 1 z R16-0 • i.l..I-��I� Ill/'. �I�I—�I�I . /III ��II 3 CLR.— — \r. ♦ • 7 COMPACTED SUBGRADE PER STRUCTURAL I i l — — •I- - ��� III !HI—IN—III III) ( (� II REVISIONS 0SOILS REPORT RECOMMENDATIONS ._� • SAWCUT CONTROL JOINT I I Id I_ — _ III -I 6" 1 DOWELS24" .0 SLEEVE ONE U ✓ . 8 LONG#4 O .-S EEE •�•,•. • ♦♦♦♦♦♦♦♦� I / ® @ :::_:::: PLAN CHECK CORRECTIONS ♦ NOTES: Q _= 14 4 9 c _ END O REVISIONS V � M A CLIENTRE SIO S ATI • 1. LOCATION OF SCORE W • ♦♦♦i♦i♦♦♦! KEEPER'S BENCH TO BE ► EQ, EQ. 1.1 'Ill ( I ♦♦♦♦♦♦. 4% 0 1 9 #4 @ 18 O.G EACH WAY-CONTINUOUS - 1 �r I Il -I(1 �_ J PLAN CHECK CORRECTIONS 1 ► ♦♦♦♦♦♦• !, ADJUSTED IN FIELD ►♦♦•� 1 CONCRETE BAND. SEE CONSTRUCTION 6 MINIMUM 95/° MODIFIED PROCTOR O• I _EQ— -EQ_, „ i i I I O aiao/os 0 ♦♦ ►♦♦ PLAN FOR COLOR AND FINISH DENSITY COMPACTED SOIL SUBGRADEI — Z. GROUT ALL CELLS � —IIII I I — Z • ASPHALT IMPREGNATED N T , 10 1/2"WIDE AS HAL P EG A ED FIBER ♦ 6 8 ♦ SOLID ►♦♦ IN ACCORDANCE WITH ASTM D698 OR t � a SE LED CONTRACTION JOINT •::•:::::.::::::•:••••;:i::..1•::.......7.11.1...1 ••-�-�: �' Q GEOTEXTILE FABRIC CONTINUOUS ALONG EXPANSION BOARD AT FULL DEPTH :: :•:c :'">l3'�"'' :.•:.•:.•. ♦. ,♦. o ►♦♦� 2 AS SPECIFIED IN GEOTECHNICAL SOILS J ♦ •►♦♦♦ O PERIMETER OF UNIT PAVER FIELDS WHERE i 1 i♦" c° ►♦i♦i♦i♦i REPORT / © 11 18"LONG#4 BARS @ 18"0-C.-(SLEEVE ONE ::::::::::::::::::::::•:::::::::::::::::::: :::.:::::::::::•::•::: l l� G. 5 ♦♦ •♦♦♦♦♦ THEY ABUT BANDS, CONCRETE PAVING, 0A ♦♦ ►♦♦♦♦• . III 1 IIII I I I I I(I I IIII III( d iii® -i► r♦♦. ♦♦♦♦♦� O END) SPEED-DOWELS'OR APPROVED EQUAL 13 13 a4 - II(- I 1 I- ( I _1 I -I 0 /..:_____,.....„ A♦OOi ►i♦00♦♦00♦♦i SIDES OF UNIT PAVERS, VERIFY WITH AGGREGATE. DEEPENED TROWEL CONTROL JOINT co 2'-0" r♦i♦O♦♦i 0 ►i♦0000♦�O♦`i. CONTROL JOINT PER DETAIL THIS SHEET 13 1/4"WIDE x 1/2"DEEP TROWELED SCOREJOINT. F ♦♦ ♦♦♦♦♦♦♦♦♦♦♦., MANU ACTURER. „ O ♦♦ •♦• ♦ INT I ► ♦♦ ♦♦♦♦ ♦♦♦.. . 1/8 RADIUS ON BOTH EDGES. WHERE JO S • DEEPENED EE ENED CONCRETE PAVING WHERE • ♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦. 8 -::�:�:r.:;�:�.-:;:. ::::,;:�...r..�.�-.::::,.�..+.k:.r..r....•. . .',:::;:�:±:r�-.'• RMLESS&INDE1ti11�IFIC�►TIUN C1,.4[1SE ♦ A 1... ♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦. CONCRETE UNIT PAVERS PICNIC TABLE. 2 THREE E TO ACT ASA CONTRACTION JOINT INCREASE :.:::::. :: "�";::,::,::,:,,. HOLD FL1 6 ♦_ ♦.._♦_♦_♦_♦♦♦_♦_,._♦.♦_, 3 O ABUTTING UNIT PAVERS IC C A LE. O H E P R SHELTER. 1 2 3 DEPTH TO1/3 THE SLAB DEPTH. O SIZE/TYPE: MEGA COMBO STONE E DEA E SEE DETAIL B SHEET ..... .. . :.•:.•:.,...•.•:.•:.•:.•:.•:.•:.• ... .... .... ...... .. RSPONRIBILITY F °0R UR JUt3 JI`l� A 141E SOLE U _ A RLES TO SS t .. - R G 1 1 .e PA A MB (:mrRAc,ra 9 PATTERN: MEG COMBO #3 BAR CONTINUOUS r 9 I 1 , , , � IIM 1J4"WIDE C NTRACTION JO NT-CUT TO /3 V F THI O - .RSF O 'UNC' "1 S 1 O 4 ADA ACCESSIBLE ROUTE OF TRAVEL. SEE CONSTRUCTION PLAN FOR WALK LAYOUT 14 •,I., •,•I„•I„ .•�I �.UN DITIONS DURNG THE CO L F C STRL'Ci U, U o COLOR:TUMBLED LIMESTONE a O O - —I—•II ,�•.• •••�VARIES-SEE•PLAN ••I••• ,•'• .I•i DEPTH OF CONCRETE PAVING PRorI cT,INCLUDING SAFF,TY OF ALL PERSONS ANU PROPERTY;TILAT I I . I ' I r ���� -III► I III —IIII- ,- II, ,�II, A 11i 1 ♦ ACKER-STONE 800-258-2353 OR EQUAL #3 BAR @ 18”O.C,E,W. CONTINUOUS rj , , 111 =�f ' I - TILLS RBQCIRr.Ni4EVT SHALL APPLY CONTINUOUSLY AND NOT BE 10 O SINGLE BBQ GRILL(1)ONE PER SHELTER.SEE DETAIL L, SHEET LD-5 15 1/8 WIDE x 1/2'DEEP SAWCUT SCORE LINE LIMITED TO NORYIAL WORKING HOURS,AND THAT THE CONTRACTOR SIDE ELEVATION 1 1'-0" I I FRONT ELEVATION a4 APPROX. 1"TO 1 1/2"CONCRETE ROWELED SCORE JOINT -' - - SHALL DEFEND,INDEMNITY,AND HOLD THE OWNFR;DFVFLOPER,THE n LU ce O 0 BEDDING SAND AS PER 11 #4 BARS CONTINUOUS. 6 TRASH RECEPTACLE(2)TWO PER SHELTER. SEE DETAIL'I', SHEET LD-4 1 g BAND FORMED BY AND BETWEEN TWO 0 coLJN'rY 0? LOCAL JURISDICTION AND THE L I\DSCAPE DbSLL NER / \ p: MANUFACTURER O O a TROWELED SCORE JOINTS IF/AS ` IIARMLESS FROM ANY AND ALL LAL 31LITY REAL OR ALLEGED IN NOTE: ' "` r SCORE KEEPER'S BENCH, 1 ONE 8X8 X16 SPLIT FACE CMU n COMPACTED AGGREGATE BASE 4 F 7 HOT ASH CONTAINER.(1)ONE PER SHELTER. SEE DETAIL'D',SHEET LD-5 APPLICABLE y ' cOVNFCTir�N WITH THE PERFORMANCE OF WORK ON THIS PROJF.CT, Q F'- 1 BACKSTOP FENCE. SEE PLANS a5 O O V 12 IHSH SURFACE. WHERE BAND IS O IN THE SQUARE GRID SCOR D CONCRETE PAVING by IFxct PTtNc.FOR Ll:�I31LITY ARISING PROM SOLE NEGLiGTTCA OF THE Z O PER SCORER'S TABLE AREA. SEE COLOR: SOURDOUGH MINIMUM THICKNESS IN ACCORDANCE ADJACENT TO FINISH GRADE SET 1354 - FIELDS,CONTRACTION, OI S SHALL REPLACE THE l'4101;1.111: UwivExilyl VLLOPE'R, COUNTY OF LOCAL JURISDIC`rION AND •THC Q ® CONCRETE SCORER'S TABLE AREA DETAIL'A' SHEET LD-5 10 2"X8"X16"PRECISION CAP WITH THE MANUFACTURERS GRADE 1 1/2" BELOW TOP OF a8 CONCRETE PAVING. SEE PLANS FOR SPECIFICATION NOTE: I TYPICAL SCORE JOINT IN CCORDANCE WITH THE i ' LANDSCAPE DESIGNER.COLOR: NATURAL O CONCRETE PAVING, SEE PLAN O COLOR: SOURDOUGH SPECIFICATIONS AND THE PROJECT CONCRETE BAND SEE CONSTRUCTION PLAT;FOR PAVING FOLLOWING CRITERIA: CO RACTION JOINTS SHALL,ATTEXTURE: MEDIUM BROOM SOILS REPORT. MINIMUM COMPACTION O ISOLATION JOINT PER DETAIL L, THIS SHEET THICKNESS,COLOR AND FINISH A MINIMUM, ENCOMPASS C NCRETE PAVING SECTIONS"'. � �O� � �13 1/4" RADIUS EDGE BOTH SIDESOCOLD JOINT WHERE PAVING INTERSECTS 7 FENCING.SEE DETAIL'D', SHEET LD-3 11 24" LONG#3 REBAR PIN OF 95% PROCTOR DENSITY IN aMEASURING 80 S.F. TF6ICA 'LY BUT NO MORE THAN 100 "� `SHEET VERTICAL SURFACE O @ 24 O.C, ACCORDANCE WITH ASTM D698 ORAS 10 ADA PICNIC TABLE. (1)ONE PER SHELTER. SEE DETAIL B, SHEET LD-5 S.F, AND SHALL FORM PANELS WHICH ARE AS CLOSE T0+1V LU• O PW ATHLETIC SCORER'S TABLE, (1)ONE ® CMU STEPS MODIFIED/REQUIRED BY THE SQUARE AS POSSIBLE SUC-i AS 8'x 10'OR 10'x 10') ! • = CIPER SCORERS TABLE AREA 12 INFIELD AREA GEOTECHNICAL SOILS REPORT 11 SCORE JOINT PER DETAIL'L',THIS SHEET - DRAWN Y 0 COYOTE CANYON IDG SCORER'S TABLE AREA CONCRETE UNIT PAVERS PICNIC AMENITIES & PAVING LAYOUT A PAVING JOINT DETAILS i DESIGNED BY: PARK SITE LAN SCAPEPLANS :08:: = a3/8" = 1'-0" PLAN / ELEV. 1"=l'-0" SECTION 1/8" = 1'-0" PLAN 2" = 1'-0" SECTION 'CHECKER sY: AP _► /` DATE: r%: g C / ,? F�z •� 4078 17 A1SP04-00044 o , ,. 51132 - ENG-05-00875 0