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HomeMy WebLinkAbout3404-14� e FOR TOT LOT PLAY EQUIPMENT LAYOUT AND RUBBERIZED SURFACING LAYOUT SEE TOT LOT ENLARGEMENTS SHEET L-5. ®♦ 4 . ® 28 A. ® P.A. 0" 40p J 107. o ♦ (4 � ♦ � (3) T6TF Q- ♦ 21 ral 15 Is 5 \ 40P \ ®N \♦ � R ♦ . ♦ 23 FOR -TYPICAL PICNIC AREA LAYOUT AND sTypa.e. 22 FURNITURE SEE ENLARGEMENT BELOW'._ a 1 " CONTINUATION am.. - ...........- . -..- ff{////////WA0%0 #/'1#1'f## g LIMIT OF WORK Underground Service Alert Call: TOLL FREE LEGEND: CU IS____ •- -------- --- kY/f///fffff//!JF/fI!{{/f{ff#}yf#/fff#3lf/f1J}Ilf1f/1//}/1J,6llff/fllff//flff/I LIMIT OF WORK r ww_"T R"M per, FOR BASKETBALL COURT LAYOUT SEE SHEET L-5. O NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. THICKNESS PER STRUCTURAL SOILS REPORT.SEE DETAILS N, O & P, SHEET L-3. 22) TREE WELL PLANTER, SET FINISH GRADES PER CIVIL ENGINEER'S PLANS. 6" CURBING AT PARKING LOT PER CIVIL ENGINEER'S PLANS. ® ASPHALT PARKING LOT PER CIVIL ENGINEER'S PLANS. Q 3" WIDE PAINTED WHITE PARKING STRIPES PER CIVIL ENGINEER'S PLANS. Q DEEP ROOT BARRIER. SEE DETAIL I, SHEET L-12. LEGEND: O COLOR C33FINISH PRECAST / CKKOU TFOR CITY OF FONTANA LOGODAS MADEABY QU'ICKCR&E (909) 737-6240. © NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L-3. O DAVE BANG AS OCIATES,3{800 669 25 3) SEE DETAILB1,, SHHETLL 4Y (AVAILABLE THROUGH PROVIDED BY CITY OF FONTANA. ® DEEP SCORE JOINTS PER DETAIL O, SHEET L-3. Q BARBECUE: MODEL 198X, PEDESTAL MOUNT, AS MADE BY IRON MOUNTAIN FORGE/ LITTLE TIKES, (800) 325- 8828. SEE DETAIL B, SHEET L-5. NOTE: CONTRACTOR TO PROVIDE POSITIVE CROSS DRAINAGE TO FINISH SURFACE OF CONCRETE SLAB WITH MIN 1/2%, MAX. 2%. 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. CONSTRUCTION LEGEND f//,. gbh 1O SIDEWALK PER ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS). OP ASPHALT PARKING LOT PER CIVIL ENGINEER'S PLANS. ` �''• O HANDICAP ACCESS ISLE/PATH OF TRAVEL WITH 3" WIDE BLUE STRIPING. STRIPES SHALL BE 3'-0" APART 4`.` <=::;:;_ �� '•{.,. SET AT 450. 4O HANDICAP DRIVEWAY ENTRY SIGN. SEE DETAIL A, SHEET L•3. •f'f+f, 10 5O PAINTED V SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL SHALL BE WHITE WITH BLUE r''r ♦ BACKGROUND (TWO PLACES AS SHOWN) HANDICAP ACCESSIBLE CURB RAMP PER CIVIL ENGINEER'S PLANS. ' ' ' f' f \%\\`' �'''• 7O HANDICAP AND "VAN -ACCESSIBLE" PARKING SIGNAGE. SEE DETAIL B, SHEET L-3. LOCATE SIGNS AT HEAD OF EACH HANDICAP PARKING SPACE 24" BEHIND FACE OF CURB. { 12" WIDE CONCRETE STEPOUT AT PARKING AREA, 4" THICK, NATURAL COLOR, MED. BROOM FINISH. SEE DETAIL C, SHEET L-3. R-2 9O CURB RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS). STREET LIGHT AS PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS) 18 . - 13 TRASH AND IRRIGATION BACKFLOW ENCLOSURE. SEE DETAILS F, G, H, I & J, SHEET L-3. R�Sp.O„ , - - 12 SQUARE TREE WELL PLANTERS WITH 6" HIGH CURBING (7'-0" OUTSIDE DIM. TYP.). PARK MONUMENT SIGN. SEE DETAILS K & L, SHEET L-3. REMOVEABLE BOLLARDS. SEE DETAIL M, SHEET L•3. . _ 'V 15 NATURAL COLOR CONCRETE MEDIUM RETARDANT FINISH WITH SAWCUT SCORING 3' SQ. SET ON 45°. .......... �y THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L- 3. STORM DRAIN CATCH BASIN PER CIVIL ENGINEER'S PLANS. 17 ENGINEERED SLOPES PER CIVIL ENGINEER'S PLANS. CONTRACTOR TO VERIFY LOCATIONS IN FIELD. __ 18 CONCRETE MOWSTRIP. SEE DETAIL D, SHEET L-3. �� 19 RETAINING PLANTER WALLS, SEE DETAIL A, SHEET L-4. b ''gyp ©0 18" HIGH SEATWALL PER DETAIL B, SHEET L- 4. t1` 10 ©1 NATURAL COLOR CONCRETE WALKWAY MEDIUM BROOM FINISH, WIDTH AND SCORING AS NOTED ON PLANS. THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L-3. j•`1® NATURAL COLOR CONCRETE WALKWAY MEDIUM BROOM FINISH WITH DEEPENED EDGE AT TOT LOT, - V THICKNESS PER STRUSTURAL SOILS REPORT. SEE DETAILS N, 0, P & R, SHEET L-3. 1/4" FULL DEPTH POLYFOAM EXPANSION JOINT. SEE DETAIL 0, SHEET L-3. TOOLED SCORE JOINTS, SEE DETAIL Q, SHEET L-3. y ®4 ROLLER COASTER BIKE RACK, MODEL 1602.09, GALVANIZED FINISH, AS MADE BY PW ATHLETIC COMPANY. AVAILABLE THROUGH MIRACLE RECREATION EQUIPMENT CO., (800) 264-7225. SEE 15 3, 5q DETAIL E, SHEET L-3. TYR 14 (1) TOTAL ©5 STAIRED ACCESS WITH HANDRAILS PER DETAILS C & D, SHEET L-4. 1 206 25" DIA. X 33" HIGH PRECAST CONCRETE TRASH RECEPTACLE MODEL QR-CAL2533, LID "D", COLOR 03, FINISH T4, w/ KNOCKOUT FOR CITY OF FONTANA LOGO AS MADE BY QUICKCRETE. (909) 737-6240. 16 l� UA AfC aa�n uAAlnlr`AD AhIO�,+^L i�'ZIAII(IAIn Cr11 IAITAIAi I-0CCA1 WITU CTAIAII CQC QTCCI 0Cr1T0Tr%0 nn..rnT•n'�y/'� �I I I nplAlln DI AAIC AVAII AM C CAI CC (0(101 it - rMA_7^00 OCC nCTAII C C..��. . 1e8 LIGHT POLE LOCATION - SEE ELECTRICAL ENGINEER'S PLANS FOR EXACT LOCATION AND MODEL, SHEETS E-1 THROUGH E-8. SEE DETAIL F, SHEET L-4 FOR CONCRETE PAD DIMENSIONS. ©0 200'x 330' SOCCER FIELD OVERLAY IN TURF AREA. ©1 225'x 360 OYLMPIC SIZED SOCCER FIELD OVERLAY IN TURF AREA. VOMIT. ,w,n ni,T�� /nn\ Q!'fc/+TATAn [+L'ATIAi/r OMI OMIT 35 CONCRETE SLAB AT TRASH ENCLOSURE, NATURAL COLOR MEDIUM BROOM FINISH CONCRETE, THICKNESS AND COMPACTION PER STRUCTURAL SOILS REPORTS. SEE DETAILS F, N & 0, SHEET L•3. O RESTROOM/CONCESSIONS BUILDING. SEE ARCHITECT'S PLANS, SHEETS A-1 THROUGH A-4. 37 EXISTING NEIGHBORHOOD WALL TO REMAIN. PROTECT IN PLACE. O EXISTING TUBULAR STEEL FENCE TO REMAIN. PROTECT IN PLACE. 39 18" HIGH RETAINING WALL. SIMILAR TO DETAIL G, SHEET L-4. 40 ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S PLANS. EQUIPMENT ORDERING NOTE ALLOW 6-8 WEEKS DELIVERY TIME FOR ALL BENCHES, BOOS, PLAY AND SPORTS EQUIPMENT, TRASH RECEPTACLES, AND OTHER PARK AMENITIES. CONTRACTOR SHALL VERIFY TIME OF DELIVERY WITH MANUFACTURER'S REPRESENTATIVE TO ENSURE A SMOOTH DELIVERY PROCESS. PLAY EQUIPMENT NOTES: 1. PRIOR TO ORDERING AND CONSTRUCTION OF PLAY EQUIPMENT, CONTRACTOR SHALL REVIEW EQUIPMENT SPECS WITH MANUFACTURER'S REPRESENTATIVE TO INSURE THAT ALL EQUIPMENT MEETS CURRENT INDUSTRY STANDARDS, REGULATIONS, AND SPECIFICATIONS, 2. CONTRACTOR SHALL VERIFY ALL PLAY AREA DIMENSIONS, INCLUDING SIZE, ORIENTATION, AND LOCATIONS OF ALL EXISTING UTILITIES AND SITE FURNISHINGS, PRIOR TO ORDERING AND PLACING PLAY EQUIPMENT. CITY OF FONTANA, CALIFORNIA N PICNIC AREA LAYOUT AT HANDICAP ACCESSIBLE GPD 10 -ACRE PARK (TR. 15842) LOT 'A' 11'-0" PICNIC LOCATION, ADJOIN DESIGNED BY: U PICNIC SLAB PERPENDICULAR GPD EQ. E Q. TO WALKWAY AND PROVIDE APPROVEDWG. DATE:%• NO.: 1 q EXPANSION JOINT ALONG CITY ENGINEER R.C.E. 51 i52 P. DATE 12/31/03 3404 26 EDGE OF ADJOINING PIECES.TYP U 1 U 0 900 TYP. N = CLR. MIN: O NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. THICKNESS PER STRUCTURAL SOILS REPORT.SEE DETAILS N, O & P, SHEET L-3. 22) TREE WELL PLANTER, SET FINISH GRADES PER CIVIL ENGINEER'S PLANS. 6" CURBING AT PARKING LOT PER CIVIL ENGINEER'S PLANS. ® ASPHALT PARKING LOT PER CIVIL ENGINEER'S PLANS. Q 3" WIDE PAINTED WHITE PARKING STRIPES PER CIVIL ENGINEER'S PLANS. Q DEEP ROOT BARRIER. SEE DETAIL I, SHEET L-12. LEGEND: O COLOR C33FINISH PRECAST / CKKOU TFOR CITY OF FONTANA LOGODAS MADEABY QU'ICKCR&E (909) 737-6240. © NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L-3. O DAVE BANG AS OCIATES,3{800 669 25 3) SEE DETAILB1,, SHHETLL 4Y (AVAILABLE THROUGH PROVIDED BY CITY OF FONTANA. ® DEEP SCORE JOINTS PER DETAIL O, SHEET L-3. Q BARBECUE: MODEL 198X, PEDESTAL MOUNT, AS MADE BY IRON MOUNTAIN FORGE/ LITTLE TIKES, (800) 325- 8828. SEE DETAIL B, SHEET L-5. NOTE: CONTRACTOR TO PROVIDE POSITIVE CROSS DRAINAGE TO FINISH SURFACE OF CONCRETE SLAB WITH MIN 1/2%, MAX. 2%. 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. CONSTRUCTION LEGEND f//,. gbh 1O SIDEWALK PER ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS). OP ASPHALT PARKING LOT PER CIVIL ENGINEER'S PLANS. ` �''• O HANDICAP ACCESS ISLE/PATH OF TRAVEL WITH 3" WIDE BLUE STRIPING. STRIPES SHALL BE 3'-0" APART 4`.` <=::;:;_ �� '•{.,. SET AT 450. 4O HANDICAP DRIVEWAY ENTRY SIGN. SEE DETAIL A, SHEET L•3. •f'f+f, 10 5O PAINTED V SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL SHALL BE WHITE WITH BLUE r''r ♦ BACKGROUND (TWO PLACES AS SHOWN) HANDICAP ACCESSIBLE CURB RAMP PER CIVIL ENGINEER'S PLANS. ' ' ' f' f \%\\`' �'''• 7O HANDICAP AND "VAN -ACCESSIBLE" PARKING SIGNAGE. SEE DETAIL B, SHEET L-3. LOCATE SIGNS AT HEAD OF EACH HANDICAP PARKING SPACE 24" BEHIND FACE OF CURB. { 12" WIDE CONCRETE STEPOUT AT PARKING AREA, 4" THICK, NATURAL COLOR, MED. BROOM FINISH. SEE DETAIL C, SHEET L-3. R-2 9O CURB RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS). STREET LIGHT AS PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS (BY OTHERS) 18 . - 13 TRASH AND IRRIGATION BACKFLOW ENCLOSURE. SEE DETAILS F, G, H, I & J, SHEET L-3. R�Sp.O„ , - - 12 SQUARE TREE WELL PLANTERS WITH 6" HIGH CURBING (7'-0" OUTSIDE DIM. TYP.). PARK MONUMENT SIGN. SEE DETAILS K & L, SHEET L-3. REMOVEABLE BOLLARDS. SEE DETAIL M, SHEET L•3. . _ 'V 15 NATURAL COLOR CONCRETE MEDIUM RETARDANT FINISH WITH SAWCUT SCORING 3' SQ. SET ON 45°. .......... �y THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L- 3. STORM DRAIN CATCH BASIN PER CIVIL ENGINEER'S PLANS. 17 ENGINEERED SLOPES PER CIVIL ENGINEER'S PLANS. CONTRACTOR TO VERIFY LOCATIONS IN FIELD. __ 18 CONCRETE MOWSTRIP. SEE DETAIL D, SHEET L-3. �� 19 RETAINING PLANTER WALLS, SEE DETAIL A, SHEET L-4. b ''gyp ©0 18" HIGH SEATWALL PER DETAIL B, SHEET L- 4. t1` 10 ©1 NATURAL COLOR CONCRETE WALKWAY MEDIUM BROOM FINISH, WIDTH AND SCORING AS NOTED ON PLANS. THICKNESS PER STRUCTURAL SOILS REPORT. SEE DETAILS N, 0 & P, SHEET L-3. j•`1® NATURAL COLOR CONCRETE WALKWAY MEDIUM BROOM FINISH WITH DEEPENED EDGE AT TOT LOT, - V THICKNESS PER STRUSTURAL SOILS REPORT. SEE DETAILS N, 0, P & R, SHEET L-3. 1/4" FULL DEPTH POLYFOAM EXPANSION JOINT. SEE DETAIL 0, SHEET L-3. TOOLED SCORE JOINTS, SEE DETAIL Q, SHEET L-3. y ®4 ROLLER COASTER BIKE RACK, MODEL 1602.09, GALVANIZED FINISH, AS MADE BY PW ATHLETIC COMPANY. AVAILABLE THROUGH MIRACLE RECREATION EQUIPMENT CO., (800) 264-7225. SEE 15 3, 5q DETAIL E, SHEET L-3. TYR 14 (1) TOTAL ©5 STAIRED ACCESS WITH HANDRAILS PER DETAILS C & D, SHEET L-4. 1 206 25" DIA. X 33" HIGH PRECAST CONCRETE TRASH RECEPTACLE MODEL QR-CAL2533, LID "D", COLOR 03, FINISH T4, w/ KNOCKOUT FOR CITY OF FONTANA LOGO AS MADE BY QUICKCRETE. (909) 737-6240. 16 l� UA AfC aa�n uAAlnlr`AD AhIO�,+^L i�'ZIAII(IAIn Cr11 IAITAIAi I-0CCA1 WITU CTAIAII CQC QTCCI 0Cr1T0Tr%0 nn..rnT•n'�y/'� �I I I nplAlln DI AAIC AVAII AM C CAI CC (0(101 it - rMA_7^00 OCC nCTAII C C..��. . 1e8 LIGHT POLE LOCATION - SEE ELECTRICAL ENGINEER'S PLANS FOR EXACT LOCATION AND MODEL, SHEETS E-1 THROUGH E-8. SEE DETAIL F, SHEET L-4 FOR CONCRETE PAD DIMENSIONS. ©0 200'x 330' SOCCER FIELD OVERLAY IN TURF AREA. ©1 225'x 360 OYLMPIC SIZED SOCCER FIELD OVERLAY IN TURF AREA. VOMIT. ,w,n ni,T�� /nn\ Q!'fc/+TATAn [+L'ATIAi/r OMI OMIT 35 CONCRETE SLAB AT TRASH ENCLOSURE, NATURAL COLOR MEDIUM BROOM FINISH CONCRETE, THICKNESS AND COMPACTION PER STRUCTURAL SOILS REPORTS. SEE DETAILS F, N & 0, SHEET L•3. O RESTROOM/CONCESSIONS BUILDING. SEE ARCHITECT'S PLANS, SHEETS A-1 THROUGH A-4. 37 EXISTING NEIGHBORHOOD WALL TO REMAIN. PROTECT IN PLACE. O EXISTING TUBULAR STEEL FENCE TO REMAIN. PROTECT IN PLACE. 39 18" HIGH RETAINING WALL. SIMILAR TO DETAIL G, SHEET L-4. 40 ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S PLANS. EQUIPMENT ORDERING NOTE ALLOW 6-8 WEEKS DELIVERY TIME FOR ALL BENCHES, BOOS, PLAY AND SPORTS EQUIPMENT, TRASH RECEPTACLES, AND OTHER PARK AMENITIES. CONTRACTOR SHALL VERIFY TIME OF DELIVERY WITH MANUFACTURER'S REPRESENTATIVE TO ENSURE A SMOOTH DELIVERY PROCESS. PLAY EQUIPMENT NOTES: 1. PRIOR TO ORDERING AND CONSTRUCTION OF PLAY EQUIPMENT, CONTRACTOR SHALL REVIEW EQUIPMENT SPECS WITH MANUFACTURER'S REPRESENTATIVE TO INSURE THAT ALL EQUIPMENT MEETS CURRENT INDUSTRY STANDARDS, REGULATIONS, AND SPECIFICATIONS, 2. CONTRACTOR SHALL VERIFY ALL PLAY AREA DIMENSIONS, INCLUDING SIZE, ORIENTATION, AND LOCATIONS OF ALL EXISTING UTILITIES AND SITE FURNISHINGS, PRIOR TO ORDERING AND PLACING PLAY EQUIPMENT. CITY OF FONTANA, CALIFORNIA N DRAWN BY: ROSENA PARK EAST SCALE: GPD 10 -ACRE PARK (TR. 15842) LOT 'A' DATE: CO DESIGNED BY: U GPD ) 9/3/03 CHECKED BY: APPROVEDWG. DATE:%• NO.: 1 q JAF CITY ENGINEER R.C.E. 51 i52 P. DATE 12/31/03 3404 26 SHEET KEY MAP FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEETS L-3, L-4, & L-5 FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-10 N.T.S. LA N D S CA P E ARCHITECTURE SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (9091484-2902 ° - Richard Krumwiede a CA Lie. #2634 ° AZ Lie. # 29115 Y °o NV Lie. # 446 A•'NV °r'° TX. Lie. #1664 �pNpSCApe Kau m W/o m49cy a �C 4 - PF CN t F- N 0 E L'r, J O = ir1 N � CO LO T_ U GPD 9/3/03 1"=30' 0143-4 i U U C LL O U U 0 GPD 9/3/03 1"=30' 0143-4