HomeMy WebLinkAbout3156-6TRAIL SIDE
PRIVATE SIDE
LEGEND:
1 1"x2" 12 GA, TUBULAR STEEL, TOP &
BOTTOM RAILS, LAID FLAT,
2. 1/2" SQ. 16 GA, TUBULAR STEEL FENCE
PICKETS @ 4" O,C, MAX. TYPICAL.4" CLR.
MAX. OPENING ALLOWED BY CODE. WELD
PICKETS TO SIDE OF RAIL TO THE t�ON-TRAIL
SIDE OF FENCE. INSERT PLASTIC CAP,
3. 2" SQ. 12 GA. TUBULAR STEEL FENCE POST
@ 8'-0" O.C. MAX w/ DECORATIVE CAP.
4. UNDISTURBED OR RECOMPACTED
SUBGRADE PER STRUCT, SOILS REPORT.
5. CONCRETE FOOTING. FOOTING SHALL
ACHIEVE 2000 PSI @ END OF 28 DAYS,
CROWN TOP 1"TO DRAIN.
6. 12" WIDE x 4" THICK CONCRETE
MAINTENANCE BAND w/ #3 CONTINUOUS
REBAR(WEAVED AROUND FENCE POST
LOCATIONS). CROWN TOP TO DRAIN, SEE
CONSTRUCTION LEGEND FOR
REQUIRED LOCATIONS.
NOTE:
ALL CONNECTIONS TO BE CONTINUOUS
WELDED. REMOVE ALL SLAG & SPLATTER &
GRIND ALL WELDS SMOOTH, ALL TUBING TO
HAVE ENDS WELDED CLOSED, PAINT STEEL
WITH (11 COAT ZINC CHROMATE PRIMER & WITH
(2) CWS ELECTRIC STATIC PAINT (COLOR AND
TYPE PER CITY OF FONTANA APPROVAL).
TUBULAR STEEL FENCE w/ MOWSTRIP
SCALE: N.T.S.
QJ
LEGEND:
1. POURED 3500 PSI CONCRETE MOWSTRIP WITH FINE BRUSH FINISH.
2. #3 REBAR CONTINUOUS SET @ MID DEPTH.
3. 1/4" BULLNOSE (TYPICAL).
4. ADJACENT PLANTING AREA.
S. 90% COMPACTED SUB -GRADE.
6. ADJACENT COBBLE,
NOTE:
INSTALL CONTROL JOINTS @ 8'-0" O.C. MAX. SPACING AND AT ALL END
OF CURB RETURNS,
SCALE: N.T.S.
SCALE:
SCALE:
4. 12" DIA. CONCRETE FOOTING (TYR),
5. D,G. SERVICE ROAD.
6, 3" HINGE POST (TYP.).
1 C' C RASH GATE
SCALE: N.T.S.
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r-fE CITY IN5PRCTOR:IlRIOR TO "OCEEPiNG WI vh E
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NAL R119'!ING POSITION OPAL, 9OCK5 5HALL 5E APPROVES ..
CITY jN5nCtOR,
'SOCKS 5HALL BE 3M00TH, ROUNPE0, FREE OF O6JEC" IJNAS„E
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rr CONCRETE 9HC4L SF. C4 AGS 520-,D-2000 4 CNCH %UMP CONCr -TP,
7 WIRE LMSH Al L JOINTS AFTER THE fN"MLLAT'ON OF THE k .4K5
8 AFTER CONCR15-- MOE, AK HM aET, N" DRO.15LAST AS PIPECTEP
i+Y'THe Cr`y INBPE'STOR dRU511 ROOKS TO R'cMOVE GRMHNT COA"' NG..
9, WHERE. 20CK eORPER311aRF ARRA, PLACe_ "I OO14(RETE e0(3F
^ CTN3�"N, -AGK OF.ROCK AN.. Tc'RF.
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SCALE: N.T.S.
SCALE:
SCALE:
LEGEND:
1. FINISH GRADE/ADJACENT PLANTING OR TURF AREA,
2. PLASTIC STAKES @ 36" O,C. MAX. ALWAYS PLACED ON SHRUB/GRAVEL SIDE.
ATTACH USING PLATED DECK SCREWS OR PER MANUF, RECOMMENDATIONS.
3, 1 x 4 BEND -A -BOARD PLASTIC HEADER BOARD.
4. 6" THICK LAYER OF DECOMPOSED GRANITE w/ STABILIZER, INSTALL IN THREE (2) EQUAL 1"
LIFTS. WATER IN AND COMPACT EACH LIFT PER 'STABILIZER' SPECIFICATIONS. D.G. COLOR
TO BE "CORIANDER" AVAILABLE THROUGH SOUTHWEST BOULDER, (760) $42-5522. D.G. TO
BE FLUSH WITH ADJACENT ASPHALT PATHWAY AND CONCRETE SIDEWALKS.
5. COMPACTED NATIVE SUB -GRADE.
RECYCLED PLASTIC EDGING
SCALE: N.T.S.
GROUND COVER/SHRUB AREA
,, N 1 CUT OFF TOP SECTION OF STAKE AFTER DRIVING
INTO GROUND
,CCD. 04 �� USE 2" GALVANIZED NAILS
✓ 'VV __,,, �KEEP LAWN MOWED 1" BELOW TOP OF HEADERBOARD.
SCALE: N.T.S.
SCALE:
SCALE:
L- 2" x 4" REDWOOD HEADERBOARD OR (4)1/2" BY 4"
i� LAMINATED BOARDS
2" x 2" x 18" REDWOOD STAKE. PLACE STAKES MIN.
T-0" o/c AND AT BOTH ENDS OF BOARDS,
COMPACTED SOIL.
TYP, 2" x 2" REDWOOD
STAKE
(4 LAMINATED REDWOOD BENDER BOARDS AS
R QUIRED TO MAKE A SMOOTH CURVE,
1"x 4" x 12" SPLICE BLOCK AT JOINTS.
2" x 4" HEADERBOARD
LEGEND:
1. 2" X 4" REDWOOD HEADER.
2. 1" X 4" REDWOOD STAKE, 18" DEEP, AT 6-0" O.C.
ALWAYS PLACED ON SHRUB/GRAVEL SIDE,
3. FINISH GRADE PER GRADING PLAN,
4. ASPHALT PAVING SEE SOIL ENGINEER'S REPORT FOR THICKNESS
AND BASE,
SCALE: N.T.S.
LEGEND:
1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH.
2, #3 REBAR CONTINUOUS SET @ MID -DEPTH.
3. 1/2" BULLNOSE (TYPICAL).
4. FINISH GRADE.
5. 90% COMPACTED SUB -GRADE.
NOTE:
INSTALL CONTROL JOINTS @ 8'-0" O.C. MAX. SPACING AND AT ALL END
OF CURB RETURNS.
SCALE: N.T.S.
SCALE:
SCALE:
11110 9 So w
WATERPROOF EXPANSION JOINT
EXPANSION JOINT
I TURF
2" @.C.
COLD JOINT
SCORE JOINT
LEGEND:
1. MEDIUM BROOM
FINISH NAT. COLOR
CONCRETE,
2. DEEP SCORE
JOINTS; SEE CONST.
PLAN FOR LAYOUT.
3, EDGE OF PAVING,
A. MEDIUM DROOM'FINISH VV/DFFP
0 T
SCORE JOINTS
•
LEGEND:
L A N D S C A P E
1. CONCRETE PAVING.
ARCHITECTURE
2, 1/4" TOOLED RADIUS.
SITE PLANNING
3. WATERPROOF SEALANT, COLOR TO MATCH PAVING.
10621 Church St., Suite 106
SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION.
Rancho Cucamonga, CA 91730
4, 1/2" POLY FOAM EXPANSION JOINT w/ TEAR -AWAY
(909) 8
4 484--
Fax (9484-2800 09)
2802
TOP, SEE SPECS.
gyp,
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T
�0 Richard Krumwiede
5. COMPACTED SUB -GRADE PER SOILS REPORT.
m CA Lic. #2
; AZ Lic. # 2911911 5
NV Lic. # 446
TX, Lic. #1884
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LEGEND:
U CA '
1. 1/2" RADIUS AT ALL EDGES, ; °'
2, NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; Slgjure
SEE BELOW FOR FINISH TREATMENT.. 7!3 !04
3. COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT,
NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE OF FINISH
FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND, ARCH.
CONCRETE PAVING
SCALE: N.T.S.
SCALE:
o
DRAWN BY: SUMMIT HEIGHTS 11 SCALE:
KPF AS SHOWN
DESIGNED BY: 3.7 ACRE PARK & BIKE TRAIL DATE:
KPF COMMUNITY FACILIT S DISTRICT 8/12/02
CHECKED BY: APPROVEDDWG. NO,: 6
DATE: *'IL L
RWK CITY ENGINEER R.G.E. 51152 EXP. DATE 12/31/02 3156 16
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REVISIONS
♦
♦
♦
6/14/02
AS SHOWN
D-1
OF SMTS.