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Home My WebLink About2923-10GRIZZLY WAY 000 i i i 000 00 24 17 00 j 1d Y j i FA 04 now 36 f 1S 00 21 / f 35 20 / i 1 21 00-1 22 014 00 000 PA LU Z S b �a W / Z , > , Q /r / PMI 40 11 i 0004 21 1 000 3/ / 27 Iry � r 8 CENTER110"M C1/ SIGN ON CENTERLINE OF 0 0-. a� ANTELOPE LANE 0 - 26 36 00 2S PIA / �. / 00 PA av 00, 100, / S L / IV op PM i S � 04 ilii i iii ii. GLACIER PEAK WAY Underground Service Alert Call: TOLL FREE I== a22 -a133 TWO WORKM DAYS BEFME YOU DR3 TOTLOT IOMM NOTE TOTL OT SHALL HAVE AN EVEN CROB3 4LOPE OF A MAXIMUM OF 2% TOWARDS PARKING LOT. SEE CIVIL ENGINEERS PRECISE GRADING PLANS FOR EXACT TOTLOT ATIONS AND LOCATIONS OF DRAM UNDEPWEATH THE TOTLOT CONTRACTOR S1 ALL CONNECT DRINKING FOUNTAINS TO DOMESTIC WATER LINE FROM RESTROOM BUILDING. DO NOT CONNECT DRINKING FOUNTAINS TO IRRIGATION MAINLINE. CONNECT FOUNTAIN DRANK LINE TO DRAB LINES IE FM CIVIL ENGINE PLANS. STRUCTURAL SOIL MIX HATE STRUCTURAL SOIL MIX IS AVAILABLE THROUGH EARTHWORKS, EL SEGUNDO, CA, (310) 322-9702. MIX SHALL NOT VARY FROM SPECS SET FORTH BY EARTHWORKS, AND SHALL ONLY BE INSTALLED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. FOR FURTHER INFORMATION, CONTACT THE LANDSCAPE ARCHITECT AT (900) 484.2800. ALLOW H WEEKS DELIVERY TIME FOR ALL BENCHES, BBQS, PLAY AND SPORTS EQUIPMENT, TRASH RECEPTACLES, AND OTHER PARK AMENITIES. CONTRACTOR SHALL VERIFY TIME OF DELIVERY WITH MANUFACTURER'S FN3 RESENTATKVE TO ENSURE A SMOOTH DELHVEIW PROCESS. PLAY EQUIPMENT NOTE: 1. PRIOR TO OROMM ARD LAMS I'RUC'1'ION OF PW E4t?fPIaEN1. OONTRACTUR 3"mL REVIEW EQUIPMENT SPECS WITH MANUFACTURERS REPRESENTATIVE TO INSURE THAT ALL EQUIPMENT MEETS CURRENT INDUSTRY STANDARDS, REGULATIONS, AND SPECIFICATIONS. L CONTRACTOR SHALL VERIFY ALL PLAY AREADNM®NSMONS, MNCLUOMING SMS, ORIEMTATKOI� AND LOCATIONS OF ALL EXISTING UTILITIES AND SITE FURNISH MK3S, PRIOR TO ORDERING AND PLACING PLAY EQUIP'MEMT. 00 00 00 00 00 00 00 00 00 10000 I1+4 04 00 / 00r 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 .00 00 00 00 00 00 00 00 000 00 00 00 00 00 00 3 00 00 �o00 00 o 00 00 00, 00 00 00 00 00 00 I 00 i � i 0000, 00 0000i 1 j 1 � I 00 00 / 0000100 00 00 00 1 � 1 1 I 00 / 00 1 j 1 j 00oo 00001 00 00 00 00 1 MWD RIGHT-OF-WAY NOTE IVO WORK SFMtL TME PLACE 1MTMN1 THE Id1ND RIGHT-OF-WAY. • wWMW HEIGHTS R LVA 04.ail ► Ali =► C' . CONSTRUCTION NOTES I. OONTRACTOR 94AM NOT WKIRALLY PROCEED VM CONSTRUCTION AS DESIGNED WHE'111T IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDOR 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 FULLIR—fispow 1 IV FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. t WALL AND FENCE LAYOUT SHALL CONFOIW TO PROPERTY UNE AND TOP OF SLOPE CONDI 'I'IMS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PIS! TO EXCAVATION OF FOOTINGS. S. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FEl1(,'E LAYOUT, AND SPECK PAVING ARM IML BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 46 HOURS NOTICEj. 4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAIT. t CONTRACTOR SHALL SEF-01451eLE FOR MAKING "MMY FA1MRtAR WITH ALL UNNIIISROtiIB UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. t CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOC!lTHOIll UNDER PAVED AREAS A$ REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION MATH OTHIM ' NTiiA—" 101E M REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. TO t AND RPROVIDEP�SUBSURFACE PREPARATION PER SPECTHE CONTRACTOR $HIFI�CATIONS. Y 00�.'T 714E- !. CONCRETE SURFACES SHALL BE PORK WITH I=, SMOM GFIINDIENT TO RICA)CE OSS, ARIL " CHANGES AND SHARP TRANSITIONS. 1Q ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOG CURVE WHERE APPLICABLE. All FOAMS MUST BE IHNSPECTFD AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK 11. IF IN THE FIELD, SCALED MMMM CONFLICT WITH STATED OPAM ANDAA 80ATIOW THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. it ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF Ot11E TYP.. CONSTRUCTION LEGEND . 1 SIDEWALK PER ENGINEERS STREET IMPROVEMENT PLAINS (N.I.4 2 ASPHALT PARKING LOT WITH 8" WIDE X 6" HIGH CONCRETE CURB AT ALL EXPOSED EDGES. SEE DETAIL A SHEET L-2. THICKNESS AND SUBBASE PREPARATION AS PER SOIL ENGINEER'S RECOMMENDATIONS (SEE LIVE E� PLAINCj. 3 PAINTED T SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL SHALL BE WHITE WITH BLUE B�A�CKGROM (TWO PLACES AS SHOVft 4 HANDICAP DRIVEWAY ENTRY SIGN. SEE DETAIL B, SHEET L-2. 5 HANDICAP NOCESS ISLE�PATH OF TRAVEL MATH S" VIDE KW $TR�MIG. STRM SHA .L K"WX SET AS 45° HANDICAP AND mVW-ACCE33f&F PARKIM S1f31'fAQ'E. SEE DETAIL C, NET L -t LATE SIGN AT MW OF 8 EACH HANDICAP PARKING SPACE 24" BEHIND FACE OF CURB. 7 CONCRETE HANDICAP ACCESS RAMP. SEE DETAIL D, SHEET L -Z. OHANDICAP ACCESS ENTRY RAMP AS PER CITY OF FONTANA STANDARD. SEE CIVIL ENGINEER'S STREET 8 IMPROVEMENT PLANS. S TRASH AND IRRIGATION PUMP ENCLOSURE. SEE DETAILS H, I, A K AND L, SHEET L-1. 10 CONCRETE WALK, 31/r THICK, WIDTH AS NOTED ON PLA14, INAMPAL OOLM MIN M WAXIM Hp11M 8110 DETAIL G, SHEET L-2. 11 CONCRETE SLAB WITH 12" WIDE BANDS, 3-1R" THICK, NATURAL COLOR, RETARDANT PILAW WIT" 500 LNIIIII AT T -ON O.C. SET AT 45° FROM DIRECTION OF TRAVEL SEE DETAIL H. SHEET L-2. 12 RETAINM SEAT WALL, Ir HIGH. SEE DETAIL I, SHEET L-. 13 IN -GROUND BENCH, MODEL P2516, BLACK, AS MADE BY WABASH VALLEY. AVAILABLE THROUGH DAVE BANG ASSOCIATES, (800) 880.2585. SEE DETAIL J, SHEET L -t 14 CONCRETE HANDICAP -ACCESSIBLE PICNIC AREA WITH THE FOLLOWNG EQUIPMENT:_ PICNIC TABLE: MODEL S-535, BLACK, AS MADE BY WABASH VALLEY. AVAM,ABLE THROUGH DAVE 8" ASSOCIATES, (800) 602585. SEE DETAIL K SHEET L-2. TRASH RECEPTACLE: MODEL QR-CAL2533 WITH "D" LID, COLOR CS, FINISH T4, WITH CITY OF FONTANA LOGO, AS MADE BY QUICKCRETE, (909) 737-6240. SEE DETAIL L, SHEET L -Z. M: MODEL 19SX, PEDESTAL MOUNT, AS MADE BY Ii" MOUNTAIN FORGEA.HTTLE TWA 001 SEE DETAIL M, SHEET L-2. INSTALL PICNIC AREA PAD PERPENDICULAR TO WALKWAY. 15 CONCRETE PICK AREA WITH THE FOLLOWING EQUIPMENT: PICNIC TABLE: MODEL S-535, BLACK, AS MADE BY WABASH VALLEY (AVAILABLE THROUGH DAVE BANG ASSOCIATES, (800) 669-2585). SEE DETAIL K, SHEET L-2. TRASH R f^EPTAC F• MODEL QR-CAL2533 WITH "D" LID, COLOR CS, FMH T4, VM CITY OF FONTANA LOGO, AS MADE BY QUICKCRETE, 909) 737.6240. SEE DETAIL L, SHEET L -t M1: MODEL 198X, PEDESTAL MOUNT, AS (MADE BY IRON MOUNTAIN FOR13EAJTTLE TIES, (800) 325.88SL SEE DETAIL MI, SHEET L-2. 16 RESTROOM BUILDING. SEE ARCHITECT'S PLANS, SHEETS A-1 THROUGH A-4, 17 1/2" FULL DEPTH PAPER EXPANSION JOINT. SEE DETAIL IN, SHEET L-. 18 SCORE LINES AT t10' O.C. SEE DETAIL N, SHEET L -Z. 19 28' DIAMETER HEXAGON PICNIC SHELTER, MODEL HEX 28 MR,. WITH CONCRETE BLOCK COLUMNS, AS MADE By POLIGON. ROOF COLOR TO BE "POMPANO GREEN", STRUCTURAL MEMBERS TO BE PAINTED "ALMOND". AVAILABLE THROUGH MIRACLE RECREATIOHN EQUIPh"T CO., WQ 764-7226. INSTALL PER 1-1 SEE DETAILS 0, P, SHEET L-2. PICNIC TABLE, MODEL 5-335, SLACK, AS MADE BY WA'SO VALLEY. AVAN.AKE TING M OM MIEN ASSOCIATES, (800) 669.2585. SEE DETAIL K SHEET L-2. TRASH RECEPTACLE, MODEL MCAL2533 WITH "D'" LID, COLOR C!, NO 1 T4, WMTfi CITY OF FONTANA LO, AIII MADE BY QUICKCRETE, (909) 737-6240. SFE DETAIL L. SHEET L-2. BBQ, MODEL 196X, PEDESTAL MOUNT, AS MADE BY IRON MOUNTAIN TIES, mm sum SS DETAIL IM, SHEET L,2. BASKETBALL COURT. SEE DETAIL a SHEET L-2. 24 BASKETBALL POST, 4.1/2" O.D. GALVANIZED STEEL, V OFFSET, WITH TED NRNTE BACKBOARD_ WRM PAINTED TARGET AND MODEL 33 CHAIN NET, MODEL 1525.13.30, AS MADE BY PW ATHLETIC COMPANY. AVAILABLE THROUGH MIRACLE RECREATION EDUKPMENKT 00.9 (10 84782. SEE DETAIL R, 8Ni6ET Lot• 25 LIGHT POLE LOCATION - SEE ELECTRICAL ENGINEER'S PLANS FOR EXACT LOCATION AND MODEL, SHEETS E-1, E-2, E-3 (17 TOTA4 SEE DETAIL N, SHEET L,3 FOR CONCRETE PAD 26 CONCRETE MOWSTRIP. SEE DETAIL S, SHEET L-2 27 STREET LIGHT A$ PER CIVIL STRUT PLANS. 28 V HIGH "PROTO II" BLOCK WALL BETWEEN HOUSES AND PARK. SEE CFO WALL PLAINS. 29 PARK MONUMENT SIGN. SEE DETAILS A, Br SHEET L -S. 30 ROLLER COASTER BIKE RACK, MODEL 1602-09, GALVANIZED MNISH, AS MADE BY PW ATHLETIC COpIP1n1Y. AVAILABLE THROUGH MIRACLE RECREATION EQUIPMENT CO., = 281-7225. SEE DETAIL Co, SHEET L-1 31 OANTTEO. O"PLAYBOUIND" POURED -IN -PLACED RUBBER SURFACING, AS MADE BY SURFACE AMERICA. AVAILABLE THROUGH COAST RECREATION, (940) 5698086. SEE DETAILS F, G, SHEET 61. 12" WIDE CONCRETE STEPOUT AT PARKING AREA, 91/2" THICK, NATURAL COLOR, MED. BROOM FINISH. SEE DETAIL E, SHEET L-2 DISABLED -ACCESS SCORE LINES, 12" WIDE, AT IBLE PITC AREAS AND LIGHT POLES. SED DETAIL F, SHEET L-2 35 SEAT WALL, 24' HIGH. SEE DETAIL M, SHEET L -S. 36 LANDFORM BMW. SEE CML ENGINEERS GRADING MAIL 37 PLAY STRUCTURES, AS MADE BY MIRACLE RECREATION EQUIPMENT 00., (NO) 2847225. SPECIFY QUOTE #'100443 WHEN ORDERING. QUOTE INCLUDES "KID'S CHOICE" PLAYSYSTEMM P14 -113,2 -SEAT SWING SET, AND +PANEL GROUND -LEVEL COMPONENTS (DOES NOT INCLUDE 114TALLATIM COLARS OF PLAYSYG MI TO IN AS FOLLOWS: 900E: FOREST GREEN STRUCTURAL MEMBEM DE= SAND SLMA: BURGUWy • BUROUNOY SEE DETAIL G, SHEET L-3 FOR LAYOUT. 38 ONTTEO. 30 REMOVEABLE BOLLARDS. SEE DETAIL a SHEET L -S. STRUCTURAL SOIL MIX, TO BE INSTALLED IN SHADED AREA ONLY. INSTALL ONLY UNDER THE SUPERVISION OF 40 THE LANDSCAPE ARCHITECT. SEE DETAILS 0, P, SHEET L -S, 41 CONCRETE SLAB AT TRASH ENNCIAUFE , r THICK, NATURAL COLOR, MEQ. BROOM FINGM. SEE DETAIL G, SHEET L-2. OHAWS 3960 HANDICAP ACCESSOLE DFRNNKMNO FOUNTAIN, GREEK WITH STAM M STEEL RECEPTOII. CONNECT TO DOMESTIC WATER PER PLUMBING PLANS. AVAILABLE THROUGH SPEC SALES, (900) 504708. SEE DETAIL Fk SHEET L -S. PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE SHEET L-1 FOR DETAILS, SEE SHEETS L-2, L-3 FOR SPECIFICATIONS, SEE SPECIFICATION BOOKLET FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 FOR CORR ESPON.D 1NG PLANTING PLAN SEE SHEET L-6 2923 "/•s LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Center Dr.. Suits 128 Rancho Cucamonp. CA 99730 (909) 484-2800 Fax (9091494-2802 �,• ``` •ti S � Richard Krumrr Qr 0 G Lia. •283 AZ Lie. • 29110 ;, W Lia. it 446 �,+" "„+* TX Lie. OM4 y A a s aw to 7 0.. 0 F C x Lim 1• = w -w s L-1 Opt SHM