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HomeMy WebLinkAbout4078-8 31;.r.7 '- "MINIMUM ` / / �ttN :r s 4� ..Fri.'.. n • SOC M 19.7 <. :i: e,,,.. �- M • 50 C 19.7 , :. SPECIFICATIONS ATI N ( ) �. , � _: . . ..., •:.••:...........,,,,,,:.•:••:.••. .. r! S C C O S SPECIFICATIONS N C CAT!O S .•:.•:.•:.•:. :..:..:.:.•..•....,•.; ' :, UN SIZE M 2. M i ,..:. :.: �- :1002211s6...01/40/° MIN. RS E SOCMX50C X SC ,..b ,,. :..:,•:.•:.•:..:.'•:..:.' .:.:......................... 16.7 CM 6.6 25 CM 9.8 A. ..:,, � .- • :..••.•.,.;. . . •:;.:: ( ) ( ) „ UNIT SIZE 50 CM X 50 CM X 2.5 CM g � • • • 16.7 CM 6.6 25 CM 9.8 » •,: 1 .r+ •. 20 X 20 X 1 ( ) ( ) .i • : x.. z:. a . " n , UNIT � -:. ,.: � :'��..:?.: .. �••'.:.. `?�< :�� ;: � ` :' ..,.. :� :a Z... .�._. 'I 20 X 20 X 1 - :' 1 AVAILABLE IN 9 STANDARD ROLL SIZES / ( ) ....< .r <ihei:r.. .. .... .. In- � ,. :. tea. . .:, . ,. Iii :.}, AVAILABLE IN 9 STANDARD ROLL SIZES ,. ... . .: • iiiif 5 • ti.y �yk! 0 ♦ V..::]<• ,. ': : tea..,.,:< ,k,; ,-.. - . • NIT WEIGHT HT- 1 R M . . ,.< �"•� sz..: .: ov. elip i I < UNIT WEIGHT 10 GRAMS 18 OZ.) U E G 0 G S 18 OZ. -..: - >':.. d..!: � :..: -? : '�y . ,f OR 2.O K 4.5 POUNDS P _:. . V.,,,.0?..,...:*:.,.,. .,,:...::.. _... .::. u... ,,. ,,.., - ,: ������ G OR 2.0 KG 4. OUNDS ,:.,.. ..: ,...:...�... wF.., ,. :- C: _ �s,. ,4:::''.•;-•:•;°•••: _- .. ....a .:.. >».� .. ,;::: ;: ;-. � ,... ,:: � ........ .. .......... ,•'' a ,;' ;�' _;f'f ;:•::. , STRENGTH 402 KG/CM 5720 PSI �������� STRENGTH-402 KG/CM 5720 PSI _ $ r. �rj F �. ...,.,;•.;•,,•,•,•.•,•.;,.;•;• COLOR BLACK STANDARD I ,m" .._ ar., e- X ►. ►. ►. ►/ ►. ►. ►� . COLOR- (STANDARD)o COO BLACK ST ••:>-.. •>;� '�' , :,.:.<.. ,:. ., ,::,' •:::;::;.,: • . ... ►'> r,r f •.:•. . t i I tO ���� RESIN-100/a POST-CONSUMER � � � � � � � I ( ) , . �--- -�"'cw�z<..�,,.�'e.^.__ .:: � , ,;�:.���:. ,:<e<: , ., . , . • :. .•...... / ♦ RECY LED HDPE/LDPE ./:•,,,,...".2'-0'';',',..F.:'::./„...../, •.•::=:•:::::::•:::•:::•:.:•:::•:::••. ►. ►�.11.1!111.411141114-11.111.`. ►� ►� ►� ���� . RESIN HDPE(WITH SOME POST CONSUMER ;., .. , , ,,,. - I :.:...i........:::•...........•...1:::::.....:.....:' ' � Q •� . . ..0 ♦ . .. . . . '•,>'�;'�'', e2^.r::» , Kv ..i ...: I • I ' I I i. , , .. : . : / .', F' f'f• r.1fi / ::::::::::•::::::':::'a:•:.:•a:•:•:•a:•a:' .1: •�• �� � , RECYCLED CONTENT) $ Si; : ,,: I i I- I 1 III 1-"'I ,,., • Z )t .L :•:I * Z PLAN :, .. . RAS PAVE i 0 G S 2 ,x.. .,a 'I♦ ♦it ♦ ♦ *♦ PLAN O .'I g' e-' - '‘''''.' ♦ ♦ ♦ ♦ It 1 j GRASSPAVE2 SQUARES ` s" xt, "' t t' I v� •� ������� LANDSCAPE BOULDER WITH NATURAL WEATHERED SURFACES BY 7 . . ,„ › ♦ ♦ ♦ ♦ ',♦ ♦ TRIM INDIVIDUAL RINGS TO `•�� ►�, ►�, ►�, ►�, ► �, ►.! O - ii►� �Ii►� ►�� ►�►� '.�� Ii►� • ADJACENT GRASSPAVE2 SQUARES OWNER. PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT . .. . CONFORM TO IRRIGATION HEAD ������ .7. . 0 CONTOUR jI♦.' ►��1�►�, •�,j►�, ►�•i►�, •�,' O W . t02 SET BOULDER AT WIDEST POINT. 5'-0" (AT CONCRETE BAND) SEE ENLARGEMENT BELOW Q „ a-" -a► 0 COMPACTED SOIL SUBGRADE PER STRLCTURAL SOILS REPORT / 4 0 TYPICAL / CUT AND REMOVE RINGS AND GRID I 8.3 CM(3.3") HYDROGROW MIX BELOW RING \ _/ 00 TO ACCOMODATE IRRIGATION HEAD, 2.3 CM(0.9") ;:-- SUPPLIED FREE BY MANUFACTURER O MORTAR SETTING BED *^ CV SIZE VARIES O 1.1.1- IRRIGATION HEAD W/COVER PLATE % ti ' RINGS FILLED WITH CONCRETE SAND(CLEAN,SHARP SAND) O FINISH SURFACE. SEE PLAN '<r 0 V VARIES I I♦og�m�® iinsmo��If - , "sem • P D SANDYGRAVELROAD BASEI �� Z r- I I '',.:‘'3‘C, ., ,. ,.. � > < _„ �,, _. -COM COMPACTED :::•:::•:::••:'r::.•:.•:.•::•::':::•:::•:•:•:: : :::•::•:... ::•::•::•::• :•::•::•::•::•::•::•::•::•::•::•::•:: HYDROGROW MIX BELOW RINGS ONLY, •• ., ; � , . ,� . . > . : ..-.,,�,��.. � .,:; `� :..:I �..:::.•.•,.: .•,•:,.:.•.•:.•.•.•.•:,..••.•.•.•.•..•:,•: 6 3 MINIMUM CONCRETE BED UNDERNEATH BBLESTONE Z - :C;_ ,' --' , '`` -:� ...' t- oz %MODIFIED PROCTOR DENSITY :•',;r:;?:':r:v: •::::::::; o I I SUPPLIED FREE BY MANUFACTURER r y e a w 95 MOI CT i 1 I i Orn a 0 I ,\n�) 4 > 6 INCHES TO 12 INCHES I I O /, - ' • (DEPTH OF BASE COURSE TO BE DETERMINED I �: :':: :: ._i_. •.,s�:r fir-.t `tea CONCRETE SAND(CLEAN,SHARP SAND) -,,t r ,-3, ..: `a . ' N -�r`:::r: t:.::::':' 0 CURB. SEE ENGINEER'S PLAN « O r- - 'c III"_(I I I cy, ...I I I I mo'I rI L f I 1 I i'''''-.1' I I i 'fa BY ON-SITE ENGINEER) .; }:•::::: © - (� U oo d1J' •c�•oo'tJ O Q'o -1 1 ¢ COMPACTED SANDY GRAVEL COMPACTED SUBGRADE, :1 3 O COBBLESTONE(FLAT SIDE UPI F- I1)0°0°0• ;O O O O O O O > :S ROAD BASE UNDER I I I WI-11117- I I O a. r:: .':a::.::i': _ 1 C) I-o 0 0 < �•o 0 0 0 == a GRASSPAVE2 ONLY I I I O CONCRETE BAND,AS OCCURS. SEE CONSTRUCTION PLAN FOR SCORING 1 CD . n n n(� I- Q TAPER BASE TO SUPPORT I(I (I(I I_I I I I -!I I I - NOTES: - BANDING CONDITIONS ,,, = ct 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: W O W_ - ( I -I EDGE OF GRASSPAVE2 SQUARE SECTION • 18" 6" , (� -!-LT=-! - - -! - % ' ' ` ' MAX. -MIN. WITH ONE FLAT SIDE SEALED CONTRACTION JOINT. SEE DETAIL L SHEET LD-2 W COMPACTED SUBGRADE, TOP OF GRASS ROOT MASS 6 MM • COBBLESTONES. O -I ( I-I I (- -I I I (-I I I I 95 6 MODIFIED PROCTOR DENSITY (1/4")ABOVE TOP of RING -I 11 i 1 1(i( I 2. COBBLES SHALL HAVE 2/3 EMBEDMENT z -I I -1 -1 I Ij j I I-I I!-I I-1 t G, G,���A' GRASSPAVE2 ATTACH WITH -III I( =III 3.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'I'MORTAR. 3 CONCRETE LIGHT PEDESTAL PER ELECTRICAL DETAILS. SEE SHEET E-2 •me O iQ 11-7-1 I I-I I=II ( I 11_-_-•,,.= I I-I SECTION - �-- SNAP-FIT FASTENERS 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND!CELMENT CONCRETE. O NOTE:CONCRETE COLOR AND TEXTURE TO MATCH BAND ' Z app • ROOT MASS E2 FILL NO"DRY-PACK" IS ALLOWED { 4.,,,,:, , q W I-� I I-I I ,,' , GRASSPAVE2 O REMOVABLE BOLLARD O3 CONCRETE FOOTING BY HARDSCAPE ( ) ( O LIGHT STANDARD PER ELECTRICAL PLANS. SEE SHEET E-1 W a 4.A SAMPLE AREA, MIN.40 SQ. FT., SHALL BE APPROVED BY WN R S AUTHORIZED W O EXCAVATE COMPACTED SUBGRADE x MODEL#QR-BB-RC12T4 CONTRACTOR 4; REPRESENTATIVE PRIOR TO PROCEEDING WITH REMAIN! G OCK OAK. AS REQUIRED TO PERMIT IRRIGATION COMPACTED SANDY GRAVEL MANUF, BY QUICKCRETE 951-737-6240 0 O CONCRETE PAVING. SEE CONSTRUCTION PLAN }- E- U HEAD INSTALLATION 4 COLLAR,AS SUPPLIED BY 5, FINAL RESTING POSITION&PLACEMENT OF ALL BOULDERS T BE A PROVED BY e. BASE COURSE MANUFACTURER LANDSCAPE ARCHITECT Z • ENLARGEMENT 0 FINISH SURFACE. SEE CONSTRUCTION PLANS I1 Q TURF/PLANTER AREA. SEE PLANTING PLAN W Z U P. COMPACTED SUBGRADE PER 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJEC I ABLE DISFIGURATIONS AND W EXCESSIVE IRON CONTENT, I J CON O AVAIL. FROM INVISIBLE STRUCTURES INC. 800-233-1510 NOTE:GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR STRUCTURAL SOILS REPORT 7, CONCRETE CLASS 520-D-2500. O SAWCUT CONTROL JOINT. SEE DETAIL'L', SHEET LD-2 0 0 U LANDSCAPE DESIGNER. RECOMMENDATIONS AVAIL. FROM INVISIBLE STRUCTURES INC. . A GRASSPAVE2 W/ IRRIGATION HEADS A GRASSPAVE2 800-233-1510 REMOVABLE BOLLARD COBBLE & BOULDER PLACE ENT LIGHT STANDARD CUTOUT NTS PLAN/SECTION NTS PLAN/SECTION 0 NTS SECTION D 1/2" = 1'-0" SECTION 1/2" = 1'-O" PLAN , I NOTE: 1. PREPARE SUBGRADE BY REMOVING ALL VISIBLE ROCK LARGER THAN 1/2 INCH IN ANY DIMENSION. SUPPLIER: t 2. ESTABLISH A UNIFORM SUBGRADE SLOPE BY FOLLOWING INTENT OF PRECISE GRADING PLANS N�1Ntl31' I<tif#� .r'1 GAIL MATERIALS UTILIZING LASER GRADING 15-3" ID WROUGHT STEEL PIPES. 1 (, {@, . - + in$talat >Ita 1256 MAGNOLIA AVENUE :r ' ' 3. MOISTEN SUBGRADE COMPLETELY AND ROLL WITH A 3 TON ROLLER CORONA, CA 92789 4.TREAT SUBDRADE WITH A NON-TRANSLOCATING PRE-EMERGENT HERBICIDE. WELD TOGETHER AND TO HORIZONTALS. $'_6" R gUiation 951-279-1095 5. EVENLY DISTRIBUTE INFIELD MIX TO DEPTH SPECIFIED pi / / CONTACT: DAVID DZWILEWSKI 6. ESTABLISH DRAINAGE FLOWLINES AND GRADIENTS. 'Little League < 7.APPLY ADDITIONAL INFIELD MIX AFTER ROLLING TO ELIMINATE RIDGES OR PONDING • 8. ROLL AGAIN AND DRAG FINAL SURFACE WITH A DEVICE APPROVED BY CITY 4'-3" 4'-3" • 1_:3' ) SOIL Ct31PUUNI► 'Qi U I, SURFACE. 49" REF. / #t 1 ' a INFIELD MIX-COMPACT TO 90% 9.OBTAIN CITYAPPROVAL OF FINAL • LIMIT OF, \ 1 ji \ / 5 tons= 40 bags 1 • \ HILLTOPPER. \ / 200 bags I ; t z Ilil !III-II III{ III(-1111-1111 lIII- !III I 3"MIN. \ / ''�� + q Q THICKNESS \ / ► sill - .» !III I� iiil I \ lIII III I I I \ / 50 N SUPPLIER: 1"x 2"STEEL TUBING \ / ;, HILLLTOPPER�i ISA FL LE AND STABLE COM OUND CO COMPACTED NATURAL SUBGRADE GAIL MATERIALS UPRIGHTS. CC) PER SOILS REPORT _ _ F NI3S AND H "E� . 1256 MAGNOLIA AVENUE \ RECOMMENDATIONS \ NO NEED FOR WATER;,JUST SPREAD AND TAMP-IT'S READY FOR PLAY. �/ CORONA,CA 92789 _ • LEVEL AREAEli: It 951-279-1095 1I e CONCRETE SLAB - 34" 10"ABOVE HOME PI (CHIN RUBBER . CONTACT: DAVID DZWILEWSKI \ --_: BASEBALLMOUND gii,,,,i VINYL HOME PLATE U MIX ' . - INFIELDwithla PRO GOLD � rubberand square d hone te, R ��. height , 6 , in stride d land areas and A +n a 4=I depth � � ' �:�' - - - - 6 DIAMETER � �- 18 ROM «�Xttdlt?t�*`� nC.1 Cl the s a 2-inch depth a the - - _ � ��(}111111 sieve with I. Gradation--A minimum oT95/a of 'class shat •- high highest proportion of sand particles in the I editlm tovery f€�Ie range TIIc fi� _ - - _ CONCRETE \ \ -1 CENTER It mound plmti+a�rlTl: - - FOOTING Lilll rat2-inch Its, and+GORiI a and ~ soil classification based on USDA criteria shall be a sandy loam-sa.ndy clay = _-I I I I 1111 1111 III -1 TAPER INFIELD MIX FROM -_ ` _ 2 back pi 1M Stabilizer r lei. This is side source material and the blending of different parent 4"TO 1/2"AT PLATE. - Yrt: a sides-sloping # edge t#th8 Ci►t;le. Topolress Q materials is not acceptable. = I Infield Conditioner or your Infield mix(approximate amount is 4t#/50 lb. bags). O ` shall be gold to reddish gold. I,un111111111i��ii 1. 111111111111111um 3" Hol EPLATE AREA >s, 0 ' 2. The color of the motorist 6'-0" -', 3t hotrleplate and square it with piirul rubber. 0,17 3. Stabilizing organic binder as distributed by Gail Materials shall:have a minimum = -4 -Tototally treat the complete homeplate area, including batter's and catcher's Z z • COMPACTED SUBGRADE PER SOLS -■■- swell.volume Of 32 hlll`gan-awl shall�blended with a Pub mill that includes _ OM -__ _5„ areas,excavate an 8'try 93'area ata 3 to 4-inch depth(approximate amount Q , insures uniform blending ofthe REPORT RECOMMENDATIONS , weigh $ HILLTOPPER� 2 LAYERS OF 2 x 6" PRESSURE TREATED FIR. needed Is45/ Alb. bast,$).- . binder. 'Buckett blending COMPACTED NATURAL NAILED IN ALTERNATE DIRECTIONS WITH 10" -6" -For bane•'box installation,a Yate a 4'by 7'area 3 t0 4 i deep an for0 Z LONG 60D HOT DIP GALVANIZED TO WOOD \ Q 4. For installation of new fields place Pro-Gold Infield Mixto a finale minimum. SUBGRADE PER SOILS catcher's is B P r a 3'by 3' area am©u ti is 3515 lb. bags)._ �C BAT RACK MODEL#BR-15 REPORT FILLER OF HOMEPLATE FOR ADDITIONAL PITCHING RUBBER: . :i depth of inches Over a sum that is prepared to acc le specifications. V LA STEELCRAFT DEPTH AND STABILITY. ghy rnclX$t aFP ift;ril is der. W O The finale should be leveled and sloped according to standard infield PO BOX 90365 RECOMMENDATIONS #BS-BBPRROX 300' FIELDOC ( ) -T'tac�e IH" toppes in excavated areas in 'I to 2-lnich la# . Tapp#e chat and Z COI1� specifications.Allow for /_ I"for compaction. PASADENA, CA. 91109 HOME PLATE: #BS-BBPRROY(200' FIELD) Cam. Repeat p with each layer. , .. < Q. 626-798-7401 #BS-BBHPSAFE BSN SPORTS 800-527-7510 5, After leveling the infield skin they water the entire infield until the 1 area with infield mix. ' Q complett d� of infieldrnix; moistened'Ager aperiod of � compact NOTE: TOTAL BAT RACK TO BE HOT DIPPED BSN SPORTS 800-527-7510 NOTE: . ' ' - 0 • Z NOTE: 1 With Ininlll 11111 2 lb Static drum roller.!flow arm are present then scarify and SUPPLIER: GAIL MATERIALS. ; U >i° GALVANIZED AFTER FABRICATION. UTILIZE HILLTOPPER FOR HOME PLATE AREA. 1.11 .L.TOPPER IS PACKAGED 1N 1.B"BANS. 1 IU.TOPPER CAN FORD UTILIZE HILLTOPPER FOR HOME PLATE AREA. 'CLODS DURING,' RANsrr ON WHEN STAG Q. FOR BEST I W 0 u. level the area with additional mix. / ' SUPPLIER: GAIL MATERIALS. SEE SPECIFICATIONS THIS SHEET INSTALLATION RESULTS,SET BAGS IN A'SUNNY AREA FOR ONE TOW N ' SEE SPECIFICATIONS THIS SHEET t T1 'C?HOURS OR UNTIL HILLTOPPER BECOMES PLIABLE. Ls, to ® LO • INFIELD MIX 1 BAT RACK HOME PLATE PITCHER'S MOUND F OH a. U o • 0 , W 0 N.T.S. SECTION N.T.S. SECTION N.T.S. SECTION N.T.S. PLAN 0 JOB NUMBER ' INSTALLATION IS REOUIRED Y OTHERS. *APPROX. WT: 452 LBS: FILE 1/2"IPS SUPPLY 0256 �- H CIE-426.11 ' PAVING EDGE.SEE PLAN 1" * ALL EDGES TO HAVE 1/4" RADIUS MIN. qCV .--- - - 25mm • MANUFACTURING TOLERANCE t1/4 DATE; 6/4/O1 . �. .. , . . , _._G-� 0 PRINCIPAL IN CHARGE MOUNTING HOLES FOR • PRODUCT: QR-CAL2533W-A21 t,E 1/2"ANCHOR BOLTS I * QUANTITY: SEE PLAN sem" s-, „- . / `•1 IN CONCRETE SLAB 4X TO 1 = 1 a" s ---------F, -- F _f BOB BORTHWICK 0 30-318^ 1,11 ' CONCRETE COLOR:RC1 - NATURAL uthorized �gnaturs " Date oaa�rEFt; r I I I 1 1 I r m BUBBLER CONCRETE TEXTURE: . 772mm , 7-1/2" . T3 SFSB By sigrin9 otwve or stomping this ,a Lo; opproaed"or J.U. W _ € 1/2^-13 UNC -6°" "no exception taken'outhaizaf isl giiien to Hoick Crete 0 PROJECT MANAGER V 191mm • LID COLOR: to produce this dra ' as shan within a 1 4 oleronce. C t MTG BOLTS 4XIN M"�9 " E • o I;`1 4 (SUPPLIED) ' LID MATERIAL: STEEL gg����CCHH I KIRK KELLER Z ...JILL +•--TROUGH DRAIN p SEALER: STANDARD GLOSS SEALER - I�QUSTRATED 1 I. I T BOLTED GRATE ATOP egg agog ill 10" • IN �E AB �. dC e3t]Lt�, ` EOM'o; ill 7" .•. -: `: 0 SHEET TITLE CONCRETE VALVE BOX .€ 254mm * r I 178mm TEMPLATE OCL 0-GALVANIZED-30 GALLON LINER I REF a O o Eli' PEDESTAL • STD. 2"DIA, DRAIN HOLE _ .; " :111 MOUNTING DETAIL ,,• ,- r CONSTRUCTION 0 / . SLOPE CONCRETE TO GRATE - BASE (INSTALL IN PLANTER AREA) 'IL 12'WIDECONTINOUS IMPORTANT: ATTENTION INSTALLER � ,� 113 �� DETAILS EI GROOVED BAND PER ADA. \ ....�- -r• CD CD FINISH GRADE is SEE DETAIL'N',LD-5 USE CARE TO AVOID KINKS WHEN ROUTING SUPPLY ___ __-____....__�i ' F CONCRETE PER ------------- -----v-.-. _._ `-II (SIMILAR) LINE TO VALVE AND FROM VALVE TO BUBBLER " I , 1r� .SCALE 0 -INFIELD MIX M INGROUND A 8 81 82 C 0 E F G H I - MANUFACTURERS 22 �.0. Q 2S'DIA SPECIFICATIONS. PLANTER AREA. R' 1 . - 6' 72 3/8" 57 3/8" - - 19" 35" 6 5/16" 15 3/8" 19 5/16" 23 1/8" 20 1/8" AS NOTED I SEE PLAN 8' 96 3/8' 65 3/8" - - 19" 35' 14 5/16" 15 3/8" 19 5/16" 23 1/8" 20 1/8" 10' 120 3/8" 97 1/8" 48 3/8" 48 3/4" 19" 35" 10 7/16" 15 3/8" 19 5/18" 23 1/8" 20 1/8" REVISIONS .1- PLAN 7 . PLAN VIEW ,: f7," Al) ^ 15' 180" 149 1/4" 74 3/4" 74 1/2" 19" 35' 14 3/18' 15 3/8" 19 5/16" 23 1/8' 20 1/8" 25mm IID COLORS , .. 1 ,;/ L PLEASE SPECIFY YOUR CHOICE I .1J' �� WABASH#SG439D, 15' PLAYERS BENCH WITH BACK Q PLAN CHECK CORRECTIONS/ 0 TFHEAVY DUTY ACCESS PANELS 8Y CHECKING THE 80X BELOW. ,.1 1 CLIENT REVISIONS d 1 WITH VANDAL RESISTANT PLAN viEYtI . PATTERN: DIAMOND COLOR: BROWN W NOTES: SCREWS. STANDARD I PLASTICOL COATED, INGROUND PLAN CHECK 1. CONTRACTOR TO PROVIDE NECESSARY V \ - ) I ❑ BLACK []BROWN AVAIL FROM: DAVE BANG ASSOC. 800-669-2585 2 4/10/06 =, SHOP DRAWINGS IF ADVISED TROUGH FLOW Z - - 2,)30 CUBIC FEET MINIMUM POROUS GRAY BLUE LID "AZt" p r....0.----....e4,401-7 ../..."1 ,.... • .. .: 32-,/2" -"-``� >1 PLAYERS BENCH : : FILL RECOMMENDED, MAY VARY DEPENDING a .••'`.• - - I-I\ - . UPON LOCAL GROUND CONDITIONS PREMIUM L - n - t '''li" :"'> - I 1 I ) CODES AND SCREWDRIVER STOP 826mm RED GREEN „ < 0 N.T.S. - ELEVATION 3. INSTALL DOMESTIC WATER SUPPLY PER - CIVIL ENGINEER'S PLAN,LOCAL ( ) 27^ ❑ •o O • _ 686mm (ADDITIONAL COST)E IVORY 8I e•• - I I - MANUFACTURER'S RECOMMENDATIONS. ' I rill UNDY t • op BOLTED GRATE ATOP • : '. +n ", �,I !III I I II II II III(_!III I II !III I CONCRETE VALVE BOX t ,�, n1/2-13UNC X 6" 1 .. i - . �j HOLD HARMLESS&INDEMNIFICATION CI,AIJSE / \� :: 9,Q.SLOPE CONCRETE ' . ' t.-tJ• ., ' `TO SCUPPER LONG ANCHORS 4X(SUPPLIED). CQIP TRACTOR AGREES OAS UME SOLE RESPONSIBILITY FUR JOB SUE 33 HT. _; �;, T SOMPACTED SUBGRADE PER SOILS ,� 1 ' .\ `� re CONDITIONS DURING THE COURSE OF CONSTRUCTION or THIS }� • P RT RECOMMENDATIONSI - •- t ^• 13; 4 ' : C' • PROJECT,INCLUDING SAFETY OP ALL PERSONS AND PROPERTY;THAT REO ' --- -; /////////t (1)12 1/4"DIA. KNOCKOUT FOR1 04 eg• V .fid'/ TITIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE W A 2"DIA. CITY OF TO NTRAC R 7" WORKINGHOU AND THAT THE CO RS TO I LIMITED T{ , AIR GAP PROVIDED FOR F I MINIMUMFONTANA" ACRYLIC LOGO �r 'NFA DFI�LOPE THE LLI ' D HOLD THE OR >;' INDEMNIFY, AN R, 17 mm DEFEND,L'NU IND I I 8 CORROSION NPR 'I. O O PROTECTION. i 1 '' INSET: 1 4"DEEP •F. - - SHALL, RISDICTION AND THE LAZ\DSGAPL� llJ:;SI(iNL+lt = Z. � i (.UUA'i'Y UP LOCAL JU A . N. - L - i • .. �*:�" OR ALLEGED IN - �.� i ••'•�'' "[ARMLESS FROM ANY AND ALL LIABILITY REAL ' I ` RK ON THIS PROJECT Z #004! FRONT ELEVATION covl�>; .TION wTT H THE P>:lCl UxtvtANC E or Wo I c 4#4 444-1 I CRUSHED I I i CONCRETE SLAB,30"SQUARE MIN.BY OTHERS NOTE: I / �' Z Z +4044-' 3/4" GRA EL I � EXCEPTING FOR LIABILITY ARISING PROM SOLE NEGLIGENCE OF THE BASES: g .p ** - = ATTACH TRASH RECEPTACLE TO E-- --1 � { \ • OWNER/DEVELOPER, COUNTY OP LOCAL JURISDICTION A.ND THE Q Ak III I' FINISH SURFACE USING EPDXY i 17" OT D.o.-� ���' LANDSCAPE DESIGNER. 2 #BS-BBBASEBO oo ...,+ - ( t-- d• 4#4 4 4 'I I I ADHESIVE 474"474 POLYPROPYL NE FILTER FABRIC(COVER ENTIRE AREA) HAWS#3202G BSN SPORTS 800-527-7510ELENA' f N �/�EW \ . 4+a AVAIL FROM: SHEET WESTERN SAFETY ASSOCIATES `�' FONTANA �` /� :", IJJ 8" MINI I o � 1�1V,IYII\A L QUICK CRETE PRODUCTS CORP. 0 "(( '( 267 WINFIELD CIRCLE CONS RUC LAN sHEo 731 Petrketdipeo Ave. CORONA, CA.92880 P.O. Box 639 CALIFORNIAT.. (Q CAL2533W-A21 1 DRAWN 8Y: SCALE: • f SECTION 951-371-8685 P Norco• co gzeso COYOTE CANYON 4 4 re . 951-371-2496 F BASE DRINKING FOUNTAIN TRASH RECEPTACLE A ----PARK SITE LAN SCAPEPLANS a DESIGNED BY: DATE: 04 0s • 0 N.T.S. SECTION 0 N.T.S. ELEVATION �� TE: DRAWING tdQ: ` in N.T.S. PLAN /SECTION CHECKED BY: AP..- _� ...ice � A'"LY,..1_ 4078 8 ASP04-00044 0 .1 1r• ' 1 ir2i.C..{ 17 C , ENG-05-00875