HomeMy WebLinkAbout3752-2r
SYCAMORE HILLS SCHOOL
SOCCER FIELD
15858' 146.00' 132.11'
64.16' 96.42 29 17 9 28 31 4r 5' 94.W 5' 5' 94' 5' 28.11'
28 31 17 19" 21 6 11 31 a X8'22'10' 1821' 7.15' 4' 6.73' r 2-W 20.44' 3AQ 34' 26 8 10 17 9 8 26 10 35' 1
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CONSTRUCTION NOTES
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. ALL FORMS AND ALIGNMENTS OF PAVING, WALL LAYOUT, AND SPECIAL PAVING AREAS SHALL BE
REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING CONCRETE
(PROVIDE MINIMUM OF 48 HOURS NOTICE).
3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN, PMT04-04279.
4. 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.
5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
REOUIRED. REFER TO IRRIGATION PLANS.
6. CONTRACTOR SHAH. BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
7. PF40R TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE
AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS AND SOILS REPORT.
8. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT
CHANGES AND SHARP TRANSITIONS.
9. 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 WOR(.
10. IF IN THE FIELD, SCALED DIMENSIONS OR GRADE ELEVATIONS CONFLICT WITH STATED DIMENSIONS
OR GRADE ELEVATIONS, THE DESIGN DIMENSION OR GRADE ELEVATION SHALL TAKE PRECEDENCE.
11. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP..
Underground Service Alert
Call: TOLL FREE
1 aam
422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION LEGEND
O PAINTED PARKING STRIPES PER CIVIL ENGINEER'S GRADING PLAN.
O INTERNATIONAL. ACCESSIBILITY SYMBOL PER CIVIL ENGINEER'S GRADING PLAN.
3O PANTED DISABLED ACCESS AISLE. PER CIVIL ENGINEER'S GRADING PLAN.
4O DISABLED AND VMI ACCESSIBLE PARKING SIGNAGE, PER CIVIL ENGINEER'S GRADING PLAN.
OPRECAST PUBLIC RESTROOM STRUCTURE. "TAGS" MODEL BY CXT PRECAST PRODUCTS (800)509.921-8766. ALLOW 8-12
WEEKS LEAD TIME FOR DELIVERY. PER SEPARATE PERMIT.
O DEEP SCORE JOINTS Q V -W O.C. MAX. LOCATIONS PER PLAN. PER DETAL 0, SHEET L4.
O ASPHALT CONCRETE PER CML ENGINEER'S GRADNG PLAN.
O U4" THICK FULL DEPTH POLY FOAM EXPANSION JOINT WITH THIOKOL BEAD Q 20'-0" O.C. MAX. PER DETAIL 0, SHEET L4.
O 4' THICK, NATURAL COLOR, MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS 6 8'-0" O.C. MAX.
SCORE JOINT LOCATIONS PER PLAN. PER DETAILS 0 & P, SHEET L4.
10 4" THICK, NATURAL COLOR, LIGHT BROOM FINISH CONCRETE PAVING.
SCORE JOINT LOCATIONS PER PLAN. PER DETAILS 0 A P, SHEET L4.
11 4" THICK, NATURAL COLOR, RETARDANT CONCRETE PAVING WITH DEEP SCORE JOINTS 6 8'-0" O.C. MAX.
SCORE JOINT LOCATIONS PER PIAN. SEE DETAILS 0 & P, SHEET L-4.
12 8" THICK, NATURAL COLOR, HEAVY RETARDANT CONCRETE PAVING WITH 4'x 4" DIAGONAL SAW CUT
JOINTS. FINAL CONCRETE THICKNESS AND REINFORCEMENT PER SOIL ENGINEER'S REPORT.
SEE DETAILS 0 & Q, SHEET L4.
13 Y WIDE BY 6" THICK NATURAL COLOR, LIGHT RETARDANT CONCRETE BANDING AT DRIVEWAY WITH DEEP SCORE JOINTS
0 8'-0" O.C. MAX. PER DETAILS E, SHEET L-4 & DETAIL G, SHEET L-6.
14 4" THICK INTEGRAL COLOR CONCRETE STAMPED WITH "BOARDWALK" BOMACRON PATTERN BY BOMANITE WITH
2 COLOR DUST ON RELEASE. CONTRACTOR TO PROVIDE 2 SQ. SAMPLE TO OWNER FOR APPROVAL,
FINAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. SEE DETAL Q, SHEET L4.
15 17 WIDE NATURAL COLOR, MEDIUM BROOM FINISH CONCRETE PARKING STEP OUT. SEE DETAIL F, SHAT L4.
16 LAYKOLD RUBBER SURFACING AT BASKETBALL COURT. SEE DETAL H, SHEET L4.
17 EXISTING WROUGHT IRON FENCE.
18 2 - 5 YEAR OLD TOT - LOT WITH PLAY STRUCTURES AVAILABLE FROM MIRACLE PLAYGROUND SALES
PHONE NO. (800)264-7225. PLAY EQUIPMENT QUOTE NO. 2032%. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
FOR RUBBER SURFACING, SEE ENLARGEMENT DETAIL A, SHEET L-3.
19 6 -12 YEAR OLD TOT - LOT WITH PLAY STRUCTURES AVAILABLE FROM MIRACLE PLAYGROUND SALES
PHONE NO. (800)264-7225. PLAY EQUIPMENT QUOTE NO. 203204. NSTALL PER MANUFACTURER'S RECOMMENDATIONS.
FOR RUBBER SURFACING, SEE ENLARGEMENT DETAL A, SHEET L-3.
O PARK ENTRY WALKWAY. SEE ENLARGEMENT DETAL E, SHEET L-3.
21 PICNIC NODE. SEE ENLARGEMENT DETAL B, SHEET L-3.
O SEATING AREA. SEE ENLARGEMENT DETAIL C, SHEET L-3.
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LIMIT OF WORK
50' 18' 18' 13.50'
TE
T _ CURB TO BE PAINTED GREEN
AT' M713M OILY
CUL-DE-SAC. LIMITS INDICATED
BY DASHED LINE.
132.5r
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34.00' ►
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►
► 1 WALKWAY CROSS SLOPES SHAL. NOT EXCEED 2%.
REFER TO SEPARATE GRADING F LAN FOR PARKING,
WALKWAYS, BASKETBALL COUR1 AND OPEN -SPACE
GRADIANTS.
ALL GRADES SHALL BE IN COMP ANCE WITH THE
CALIFORNIA DISABILITY STAND SAND THE
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CURVE DATA
A = 45°00'00"
R = 20.00'
I L =15.71'
I T = 828'
NOTES
1. ALL DIMENSIONS ARE MEASURED PARALLEL OR PERPENDICULAR TO
ADJACENT STREET CENTER LINES AND / OR THE EAST PROPERTY LINE.
2. REFER TO DIMENSION CONTROL LINES FOR ALIGNMENT OF PRINCIPAL FEATURES.
23 V PICNIC TABLE WITH BENCHES. MODEL pNO. 'SG -115-D" OND PATTERN- COLOR: BROWN)ATTACHED TO SLAB WITH HEAVY DUTY CLIP AND
PHONE NO. (8050 869�256T5. ALLOW 4-6 WEEK LEAD TIM FOR DELIVERY. SEt A�ALRE�ROMVE BANG AND ASSOCIATES.
24 BARBECUE GRILL. MODEL NO "196X" BY LITTLE TYKES IRON MOUNTAIN FORGE. AVAILABLE FROM PACIFIC DESIGN CONCEPTS
(800)367-7325. ALLOW 4-6 WEEK LEAD TIME FOR DELIVERY. SEE DETAIL 1, SHEET L4.
OTRASH RECEPTACLE WITH CITY LOGO. MODEL NO. "QR -CAL 2533" WITH "A-21" COVER BY QUICKCRETE. PHONE NO. (909) 737.6240.
ALLOW 4-6 WEEK LEAD TIME FOR DELIVERY. SEE DETAL J, SHEET L4.
26 4" WIDE BASKETBALL STRIPING.
27 BASKETBALL POST AND GOAL. HEAVY DUTY ALUMINUM FAN TYPE BASKETBALL BACKSTOP WITH 5 9/16" DIA. POLE.
BYPW ATTFILEGiS�r 68875766LOW�4-6 WEIXTLF 4RESTROOM
TIME O R DELIRYTSEEAL�1(�8LLFiEET L 4�ND NET MODEL N0.37
O DRINKING
.TSDLDTH 12" SQUARE CAST IRON TIME FFOUNTAIN
ARE PTEVLC�NL7571121�.RARNDTLLSSEDORR DELIVERY. REFER TO SARACIIENGIENGINEERS
NOEE LOCATIONS. E TAS GRATE. d SHEET L4.
O NATURAL'MALIBU` GRANITE BYANDEOTPR SOUTHWEST
CONCRETE.)
SEE DETAIL E, SHEET IL4.
SEDESR3ESEENTTAOEDLSCAPARCHHITECOTOPPORNG
EUPLFOSIZES OBO
A. 24"
B. 36"
C. 42"
O FRLOMM DAVE BENCH
WITH
BACK REST.
IVSG-31
(800)8 2585. ALLOW 4-4-6 WEEK BY WABASH.
AVAILABLE
OR �E
31 6" WIDE CONCRETE MOW CURB. PER DETAL N, SHEET L-6.
32 WOOD OVERHEAD STRUCTURE. SEE DETAIL A, B, C & D, SHEET L-4.
33 TRASH ENCLOSURE AND ELECTRICAL CONTROLLER ROOM WITH LATTICE COVER. SEE DETAL H, SHEET L-6.
34 18" HIGH SEATWALL WITH PRECAST CAP AND PILASTERS. SEE DETAL B, SHEET L-6.
35 PARK MONUMENT SIGNAGE WALL. PER DETAIL G, SHEET L-3.
36 28' DUI. GAZEBO. MODEL NO. HEX -28 -TC BY POLIGON. AVAILABLE FROM MIRACLE PLAYGROUND SALES.
PHONE N0.80� 264-7225. ALLOW 4-6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
REFER TO AIL D A E, SHEET L-6.
37 BASKETBALL COURT LIGHTING PER LIGHTING CONSULTANTS PLANS.
38 WALKWAY LIGHTING PER LIGHTING CONSULTANTS PLANS.
39 CONCRETE 6" CURB AND 18" GUTTER PER CIVIL ENGINEER'S PLANS.
40 CITY SIDEWALK PER CML ENGINEER'S STREET IMPROVEMENT PLANS.
41 CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
42 FIRE HYDRANT LOCATION PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
43 STREET LIGHTS PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
44 CATCH BASIN PER CIVIL ENGINEER'S PLANS.
45 DRAIN PIPE PER CIVIL ENGINEER'S GRADING PLAN.
46 UNDER SIDEWALK DRAIN PER CIVIL ENGINEER'S GRADING PLAN.
47 V ADA -ACCESSIBLE PICNIC TABLE WITH BENCHES. MODEL NO. "SG -115-D1 AAMOND PATTERN- COLOR: BROWNI ATTACHED TO SLAB
DAVVETH HBAANG AND ASSSOCIATES PHONE NCO. (�)6�69-P558/5SALLLTOW 46 WtEK LEAD TIME FOR BY
VAERY S�'EEVDDET�AL R SHEET L-4.
O R SKEEFERTB &f ARI.ONG AND WALKWAY
6A F WAYSECURITY
H BASE LIGHTS
IG TS PEARL ELECTRICAL ENGINEERS ELECTRICAL SITE PLAN, SHEET E-2
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.CITY OF FONTANA, CALIFORNIA
DRAWN BY:
SYCAMORE HILLS PARK
TRA C 6495-2, LOT 106
SCALE:01
DESIGNED BY:
DATE:
12/13/04
CHECKED BY:
APPRO BY:
NGINES .E. 5115. DATE 12/3 /O
ITY E .
DWG. NO.:
3752
2
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Ir,H ITrinu
LANDSCAPE
ARCHITECTURE
SITE PLANNING
10221-A Trademark St.
Rancho Cucan-w CA 91730
ga.
1 30
(909)484-2800
Fax (909)484-2802
Richard Krumwlede
CA Lic. #2834
AZ Lie. # 29115
W Lic. 11446
TX. Lic. #1684
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