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1
7 5 4 3 2 1
8
2
SPACES
RESERVED FOR HANDICAP
FACILITIES
IN THIS PARKING LOT 6 _
d 4 2
INTERNATIONAL SYMBOL FOR I 6'
ACCESSIBILITY 3 1 12°WHERE 3 1" ABOVE F.G. ON TURF LAWN SIDE.
EG BQ NOTED 4 L A N D S C A P E
ARC
UNAUTHORIZED VEHICLES q H I T E C T U R E
17" X 22" REFLECTORIZED SIGN NOT DISPLAYING n
OF PORCELAIN ON STEEL MOUNTED DISTINGUISHING LICENSE PLATES 5 SITE PLANNING
ON A 3 DIA, GALV. STEEL POLE SET IN OR PLACARDS ISSUED FOR
A CONCRETE FOOTING, BOTTOM OF PHYSICALLY DISABLED PERSONS 12" 10621 Church Street, Suite 106
SIGN SHALL BE MOUNTED AT 80" MAY BE TOWED AWAY Rancho Cucamonga, CA 91730
ABOVE FINISH GRADE. TEXT SHALL BE AT THE OWNER'S EXPENSE. 1 a a (909) 484-2800
MIN, V HIGH. TOWED VEHICLES MAY BE RECLAIMED 2 Fax (909)464-2802
AT LEGEND: 5
OR BY TELEPHONING (_)
CVC SECTION NO, 1, GALVANIZED POST CAP. LEGEND; Richard 9115Kruede
LEGEND; 5 3 0 � AZ Lic. #29CA Lic. 115
46
2. 70" SQ. MIN. REFLECTORIZED SIGN CONSISTING OF A PROFILE VIEW OF 1. 6" X 6" CONCRETE CURB - SEE CIVIL ENGINEER'S PLANS. 1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. o TX Lic. # 86
�Y'��", ,e+' TX. Lic. #1884
A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND
2. COLD JOINT. 2. #3 REBAR CONTINUOUS SET @ MID -DEPTH.
NOTES; (INTERNATIONAL SYMBOL OF ACCESSIBILITY). LEGEND: i
12" WIDE NATURAL COLOR CONCRETE STEP -OUT WITH $. 112" BULLNOSE (TYPICAL).
1, SEE SITE PLAN FOR LOCATIONS OF ENTRY SIGNS AT EACH ENTRANCE TO OFF-SITE PARKING. 3, ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO READ 'VAN 3. LIGHT BROOM FINISH, RUN PERPENDICULAR TO CURB 1, ROLLER COASTER BIKE RACK, GALVANIZED FINISH, EMBEDDED, MODEL #1602-09, AS MADE p S C A p
ACCESSIBLE". SIGN MAYBE WHITE WITH BLACK TEXT. TEXT TO BE 1 " 4. FINISH GRADE. BY PW ATHLETIC CO. AVAILABLE THROUGH DAVE BANG ASSOCIATES, (800) 669-2585. aN F
2. CONTRACTOR SHALL CONTACT GOVERNING AGENCY TO OBTAIN NECESSARY INFORMATION TO MIN, HIGH. FACE, THICKNESS TO MATCH ADJACENT PAVING. �' 9
PROVIDE 1/2" RADIUS @ALL EDGES. 5. COMPACTED SUB -GRADE PER SOILS ENGINEER'S REPORT. 2. CONCRETE FOOTING PER MANUFACTURERS SPECIFICATIONS. `�� �rDmWie 9�
COMPLETE THE SIGN TEXT. d� y
4. GALV. STEEL POST. 2 1/2" I.D. W/.203 MIN. WALL THICKNESS. 4, EDGE OF PAVING,w `baa
3, COMPACTED SUBGRADE PER SOILS ENGINEERS REPORT,
5, FINISH SURFACE OF PARKING STALL (PAVING). ca
5. PLANTER AREA. NOTES: 4. 1/4" THICK POLYFOAM EXPANSION JOINT WITH THIOKOL BEAD.
6. CONCRETE FOOTING. 1. INSTALL CONTROL JOINTS @ 6-0" O.C. MAX, SPACING AND AT ALL END 5' azure
OF CURB RETURNS. 5. 3" THICK CRUSHED GRAVEL LAYER. Re i Dat
7. FINISH GRADE. 2. LOCATE BETWEEN ALL TURF AND PLANTER AREAS, -
Date
8. SLEEVE INSERT IN CONCRETE.
F 0 F
DIS LED -ACCESS D IVE AY SIG DISABLE -ACCESS PARKI G SIGN CONCRETE STEP�JI�T CC) CRETE ST I BIKE ACK
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S.
2-41-01' 4
3
13' 11' 0" <
3
7 LEGEND:
1 2 5 6
3 1, SPLIT -FACE BLOCK WALL. SEE DETAIL G, SHEET L-3.
2 13 DOUBLE 4'-6" GATES 2. 3x3 STEEL POST - WELD CAP AND GRIND SMOOTH, FILL POST WITH CONCRETE.
ATTACH T WALL WITH 1 2 DIA. x 5 LAG BOLTS AND E SHIELDS A T 12 O.C.
LA
tt 3 "STD WITH
1 '�" • 1 A 0 W /" " E
LEGEND: 1
. 22 GA. CORRUGATED METAL DECKING W12"x21/2"xi/4 EEL ANGLE GATE FRAME W �-
M 1. 10" WIDE MUSHROOM CAP, COLOR TO MATCH RESTROOM DIAGONAL BRACING, CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE
WALLS, AVAILABLE FROM ORCO BLOCK, (800) 473-6726. 3 11
3 4 ARCHITECT FOR APPROVAL. MAINTAIN MIN. 1/2" CLEAR FROM FINISH SURFACE.
1
h 2. 8x6x16 CONCRETE SPLIT FACE BLOCK {1 -SIDE ONLY}, 4. (3) 3" x 3" HEAVY DUTY GATE BUTT HINGES -WELD TO POST AND GATE FRAME. (GATE SWING OUT) J
COLOR TO MATCH RESTROOM WALLS. GROUT CELLSco
"Er1cLOSURE t " 2 SOLID WHERE STEEL OCCURS, GROUT TO MATCI I 5. 2" x 112" BAR STOCK DIAGONAL BRACING. WELD TO GATE FRAME. LO +-%
f; ;•; ;•::•: ;•; ;•; ;.:•:.;..,1.p. :.�• ` �C r BLOCK COLOR.
I };.: •j. (. 3. COMPACTED SUB GRADE PER SOILS ENGINEER'S REPORT, 01i \ 6. (2)1/2" DIA. GALV. STEEL STANLEY •#1008 CANE BOLTS (MOUNT TO OUTSIDE OF GATE).
n 3 C�
2
t'•'.'•'.'•'.'• :'•'.'•'.'•'. • .1 : 4. FINISH GRADE. / \ T FINISH GRADElSURFACE,
0
5. CONTINUOUS CONCRETE FOOTING PER ENGINEERS PANS,
20_1� \ 8. CONCRETE SLAB WITH DEEPENED FOOTING @ GAME BOLTS. DRILL HOLES IN �--'
:a 7 \ CONCRETE TO ACCEPT CANE BOLTS IN LOWERED POSITION w/ STEEL SLEVES.
6. 6" x 6" CONCRETE BUMPER CURB. C3
6
7. SIMPSON POST BASE MODEL # EPB -66 SET IN WALL. R 3/4" GRAVEL, 6" DEEP, FOR DRAINAGE.
4 q 5° �' 7 10. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. C
i \ 4 11. LOCKING HASP (BOTH SETS OF GATES), O
NOTE; N LL
LEGEND: �: CONTRACTOR TO OBTAIN BUILDING 12. 18" SQ x 36" DEEP FOOTING FOR TRACH ENCLOSURE GATE POSTS. •+-
LEGEND: PERMIT PRIOR TO CONSTRUCTION, O
1. 8x6x16 SPLIT FACE (1 SIDE ONLY) BLOCK WALL SEE DETAIL G , SHEET L-3. % v, o o 13. WOODEN OVERHEAD, REFER TO DETAIL H, SHEET L-3. �.
° NOTE: 1. SLUMP BLOCK MASONRY WALL - SEE DETAIL G, SHEET L-3.
2. 5" THICK MEDIUM BROOM FINISH CONCRETE FLOOR. °. CONCRETE THICKNESS, REINFORCEMENT BAR, AND SUBGRADE PER
SOILS ENGINEER'S REPORT. ALL CONCRETE WALKWAYS TO BE 2. 6x6 S4S POST w/ SIMPSON EPB66 (12" LONG) INTO CORNER CELL OF MASONRY WALL GROUT SOLID.
3. BOOSTER PUMP UNIT -SEE IRRIGATION PLAN. DESIGNED FOR CITY MAINTENANCE VEHICULAR ACCESS. VERIFY' n'b NOTE: !
v v REQUIREMENTS FOR CONSTRUCTION OF CONCRETE WALKWAY WITH 10 8 r A
SOILS ENGINEER'S REPORT PRIOR TO INSTALLATION. 3. DOUBLE 3x10 GRAB BEAMS EACH WAY -NOTCH 1" EACH WAY BOLT EACH POST w! 2 1/2"DIA. MACHINE
4, GALVANIZED STEEL GATES - SEE DETAIL I, SHEET L-3. BOLTS w/WASHERS AND NUT. ALL CONNECTIONS TO BE CONTINUOUS
WALL CAP, WALL FINISH AND HEIGHTS PER LANDSCAPE PLANS. ' WELDED. REMOVE ALL SLAG & SPLATTER &
8I_ I GRIND ALL WELDS SMOOTH. ALLTUBING TO
5. 6" X 6" CONCRETE BUMPER CURB (TRASH SIDE ONLY) - SEE DETAIL G, SHEET L-3. 4. 4x4 TRELLIS MEMBERS @ ±12" O.C. BOLT THROUGH INTO EACH GRAB BEAM WITH 3/8" DIA. LAG BOLTS. 3/8" 12 18 HAVE ENDS WELDED CLOSED, PAINT STEEL
CHAMFER @ ALL ENDS. WITH (1) COAT ZINC CHROMATE PRIMER & WITH
6. CONCRETE MOWSTRIP PER DETAIL D, SHEET L-3. 3 NOTE: --�- (2) COATS RUSTOLEUM (COLOR TO BE BACK).
NOTE: NOTE: PAINT ALL EXPOSED WOOD MEMBERS WITH ONE COAT PRIMER AND TWO COATS PAINT TO MATCH CONTRACTOR TO OBTAIN BUILDING
CONTRACTOR TO OBTAIN BUILDING RESTROOM BUILDING. PERMIT PRIOR TO CONSTRUCTION.
PERMIT PRIOR TO CONSTRUCTION. I
TRASH / PUMP ENCLOS RE E CLOSURE ALL TRELLIS TRAS ENCC�SI.�RE SNCL®S�! E GATES ENCLC�S�RE GATES LEGEND
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
(
r
1 2 3 4 2 1
28 74 74 28 14" 1 4 2 3
9" MIN. EQ. EQ. 9" MIN. 1
10"
+�
3 LEGEND: a a a v
!-�...._.-_ a 1" TURF N CC d
, "__------2" G.C. W W
1. 10" X 4" X 8" MUSHROOM CAP, COLOR TO MATCH BLOCK WALL, AS MADE z a
! q cn
BY ANGELUS BLOCK, �
2. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. LEGEND:
' CITY OF FONTANA 3. PRECAST CONCRETE SIGN WALL SUPPLIED BY CITY OF FONTANA. WATERPROOF EXPANSION JOINT COLD JOINT
1. 4" DIA. SCH. 40 GALVANIZED STEEL PIPE, PAINTED YELLOW - LEGEND:
SEE PAINT SPECIFICATIONS. 1 2 4 1 2
'o r a e g N 4. SLOPE CONCRETE WHERE SIGN WALL MEETS BLOCK. 1. 1/2" RADIUS AT ALL EDGES.
2. ADJACENT PAVING, SEE CONSTRUCTION PLAN FOR FINISH 2, NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PAN FOR COLOR;
5. 12" wide (2)- V% 8"X16" SPLIT -FACE BLOCK WALL, (1 -SIDE ONLY) ANGELUS AND LAYOUT. SEE BELOW FOR FINISH TREATMENT.
COLOR 200, CONTRACTOR TO GROUT ALL CELLS SOLID.90%
ao 3. 12" SQ. CONCRETE FOOTING. 1 4, AW CUT 3/16"R
6pxF27SOCOREROLATIVE COMPACTION UNDER PAVEMENT.
-
io
2 1 5 4 v 6. FINISH GRADE. COd
' -� 4. NATIVE SOIL,1f8"-
SEE DETAIL'L' 7. CONCRETE FOOTING PER ENGINEERS PLANS. NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE OF FINISH S
5. 4" DIA.SLEEVE CAP. FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
LEGEND: 8 ° 8. REBAR DOWELS PER SIGN MANUFACTURER. GROUT CELLS SOLID WHERE DOWELS OCCUR. 2 6 7
COORDINATE wl CITY OF FONTANA ON EXACT LOCATIONS. 6. LOCKING HASP.
1. PRECAST CONCRETE SIGN WALL SUPPLIED BY CITY OF FONTANA. A w EXPANSION JOINT 1 SCORE JOINT
Uj
e e 5 6 7. 1/4" THICK FULL DEPTH POLYFOAM EXPANSION JOINT AND THIOKOL BEAD. 1 1
2. SPLIT -FACE BLOCK WALL PER DETAIL L, SHEET L -3.U) r
-
3. ANGELUS, 10" X 4" X 8" MUSHROOM CAP PER DETAIL L, SHEET L•3. a a 8. 3" THICK CRUSHED GRAVEL LAYER. LEGEND: LEGEND:
i
4. FINISH GRADE, D Y 1. LIGHT BROOM FINISH, 1. RETARDANT
5, REBAR DOWELS PER SIGN MANUFACTURER. GROUT CELLS SOLID WHERE DOWELS OCCUR, NOTE: 3 t N' 2 RUN PERPENDICULAR FINISH NATURAL
2 5
7 REFER TO ENGINEERS PLANS FOR STRUCTURAL NOTES: TO EDGE OF PAVING. COLOR CONCRETE.
REINFORCING AND FOOTING SIZE. t "- a• \ CONTRACTOR TO SUPPLY MASTER LOCKS MODEL #5-A383
KEYED ALIKE FOR BOLLARDS AND BOOSTER PUMP GATES. 2. EDGE OF PAVING, 2. SMOOTH TROWELLED LEGEND:
4 SAWCUT SCORE JOINT
NOTES; WALL FINISH AND MATERIAL, CAP AND HEIGHTS
PROVIDE MINIMUM 4' CLEARANCE AROUND ENTIRE BOLLARD,
PER LANDSCAPE PANS, _ BAND, SEE CONST.
1) CONTRACTOR TO PROVIDE SHOP DRAWINGS OF SIGN, WITH PARK NAME PROVIDED BY CITY OF 12„ ALONG WALK. 3. DEEP SCORE JOINTS. PLAN FOR WIDTH. 1, CONCRETE PAVING.
FONTANA, FOR APPROVAL BY LANDSCAPE ARCHITECT.12 3. EDGE OF PAVING.
2) CONTRACTOR TO COORDINATE SIGN INSTALLATION w/ CITY OF FONTANA TO ASSURE GROUNDS OF v 3 3 2. 114" TOOLED RADIUS,
REBAR DOWELING INTO BLOCK WALL CELLS. 4. DEEP SCORE JOINTS.
3. WATERPROOF SEALANT, COLOR TO MATCH PAVING. NOTE: CONCRETE THICKNESS, REINFORCEMENT
3) CONTRACTOR TO COAT ALL PARTS OF SIGN ( FRONT AND BACK) WITH AN APPROVED ANTI -GRAFFITI
PAINT, SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. BAR, AND SUBGRADE PEP, SOILS ENGINEER'S
A. LIGHT BROOM FINISH B. RETARDANT FINISH W/SMOOTH REPORT. ALL CONCRETE WALKWAYS TO
E DESIGND FOR CITY
(BASKETBALL COURTS TROWELLED BANDS 4, 1/4" POLYFOAM EXPANSION JOINT W/TEAR-AWAY VEHICU AR ACCESS. V R FIYTENANCE REQUIREMENTS
TOP AND THIOKOL BEAD, SEE SPECS. FOR CONSTRUCTION OF CONCRETE WALKWAY
WITH SOILS ENGINEER'S REPORT PRIOR TO
5. COMPACTED SUB -GRADE PER SOILS REPORT. INSTALLATION.
P K MONUMENT SIG PARK MONUMENT SIGN RE OVEABLE BOLLARDS rt"5'R00 /RETARDA T C® C. l BANDING CONCRETE JOINTS Noma
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. A
4 3 6.. 8.. 1 2
DIMENSION VARIES- SEE CONST. PLAN
' 1%MIN. 1
�� 1 1 4 v•: ■`v
0 1 0 NOTE: CONCRETE THICKNESS, REINFORCEMENT 5
BAR, AND SUBGRADE PER SOILS ENGINEER'S LEGEND:
e e REPORT, ALL CONCRETE WALKWAYS TO
.o- .:•: (� Q^ 6.' = • Q : 4: 0. O cr ® ® : 4 . BE DESIGNED FOR CITY MAINTENANCE /
VEHICULAR ACCESS. VERIFY REQUIREMENTS 25"
1. BLACK POWDER COATED ALUMINIUM LID WITH CHAIN
FOR CONSTRUCTION OF CONCRETE WALKWAY 6 3 9 CONNECTION TO INSIDE OF RECEPTACLE.
WITH SOILS ENGINEER'S REPORT PRIOR TO
INSTALLATION, 2. 25" DIA. x 33" HIGH PRECAST CONCRETE TRASH
SECTION
2 1 5 2 6� SECTION 7 8 RECEPTACLE MODEL QR-CAL2533, LID "D" COLOR 03,
LEGEND: FINISH T4, WITH KNOCKOUT FOR CITY OF FONTANA
1LOGO, AS MADE BY QUICKRETE, (909) 737.6240.
LEGEND: 1. CONCRETE EDGE - 1/2" RADIUS ALL CONCRETE EDGES (TYP.).
4LEGEND: 2. "PLAYBOUND" POURED -IN-PLACE RUBBER SURFACING, WITH COLORED TOP LAYER AND 3. SECURE TRASH RECEPTACLE TO CONCRETE PAD
3 BLACK BASE LAYER wl U.V. PROTECTION, AS MADE BY SURFACE AMERICA, AVAILABLE WITH 3- 5/16" DIAMETER BOLTS WITH LEAD SHIELDS. !
1. CONCRETE WALKWAY- MEDIUM BROOM FINISH. ]I
THICKNESS PER STRUCTURAL SOILS REPORT, THROUGH COAST RECREATION, INC„ (949) 553-8065, SEE DETAIL A, SHEET L-5 FOR COLOR 4 3 CUT EXCESS THREADS FROM BOLTS AND SMASH .
3 d 1. CONCRETE WALKWAY- MEDIUM BROOM FINISH, WIDTH AND
COLOR AS PER PANS. - AREA LAYOUT. THREADS.
COLOR PER CONSTRUCTION PLAN. THICKNESS PER
1 2. COMPACTED SUBGRADE PER SOILS REPORT. 1 5 STRUCTURAL SOILS REPORT. 3. EXPANSION JOINT w/ THIOKOL BEAD PER CONSTRUCTION PLAN, 4. CONCRETE PAD OR SLAB SEE CONSTRUCTION PLAN. GPD/MSS
3. 1/4" X 1/4" TOOLED SCORE JOINT AS PER STAKING : _ 2. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT, 4 C PAVING P CONSTRUCTION N
AND LAYOUT PAN, ONCRETE PA IN PER CONSTRU TON PLA .
�' 6 3. 1/8" X 1/8" TOOLED SCORE JOINT AS PER STAKING AND NOTE: CONCRETE THICKNESS, REINFORCEMENT 5. COMPACTED SUBGRADE.
4, 1/4" THICK FULL DEPTH POLYFOAM EXPANSION JOINT WITH LAYOUT PLAN. 5, #4 REBAR DOWEL IN SLIP SLEEVE @ 24" O.C. BAR, AND SUBGRADE PER SOILS ENGINEER'S
THIOKOL LATEX SEALANT BEAD AT TOP. REFER REPORT. ALL CONCRETE WALKWAYS TO
TO CONSTRUCTION PAN FOR LOCATIONS. 4. 1/4" THICK POLYFOAM EXPANSION JOINT WITH THIOKOL LATEX 6. #4 VERT. REBAR @ 24" O.C. BEND AT TOP AND BOTTOM. BE DESIGNED FOR CITY MAINTENANCE 9/3/03
c SEALANT BEAD AT TOP. VEHICULAR ACCESS. VERIFY REQUIREMENTS 5 CI®�= FONTANA,CALIFORNIA
COLOR TO MATCH CONCRETE q
! _ REFER TO CONSTRUCTION PLAN FOR LOCATIONS. 7. #4 REBAR CONT. HORIZONTAL FOR CONSTRUCTION 'S REPORT PRIOR 70
CONCRETE WALKWAY
.:� • ^ .-. -' 4 • • • -_ : = - -• _ NT 0 PLACE INSTALLATION
h O AL (TW S}. WITH SOILS ENGINEER'S
NOTE: CONCRETE THICKNESS, REINFORCEMENT 4 ': -: �` 5. 12" WIDE ADA SCORELINES,1l8" DEEP X 118" WIDE. 8. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT.
BAR, AND SUBGRADE PER SOILS ENGINEER'S 6. CONCRETE PAD FOR LIGHT POLE OR PICNIC AREA. SEE
REPORT. ALL CONCRETE WALKWAYS TO 1 CONSTRUCTION PLAN FOR DIMENSIONS, COLOR, AND FINISH. 9, 3-1/2" THICK (MIN.) CONCRETE SUB -BASE. SLOPE TO DRAIN. DRAWN BY: SCALE: I•iS MOTE®
BE DESIGNED FOR CITY MAINTENANCE - MSS ROSENA PARK EAST N/A
VEHICULAR ACCESS. VERIFY REQUIREMENTS NOTES:
O -ACR RK +(TR. 842) LOT "All
PLAN FOR CONSTRUCTION OF CONCRETE WALKWAY DESIGNED BY: DATE: N C
WITH SOILS ENGINEER'S REPORT PRIOR TO PLAN GPD 9/3/03
INSTALLATION. 1) DEPTH OF BASE LAYER AND COLOR SURFACE AS PER MANUFACTURER'S RECOMMENDATIONS
(5" MAX. TOTAL) CHECKED BY:` -APPROVE D A Kt:1 DWG. NO.: j �, 0143_4
D'! '�P
2) TOTLOT RUBBER SURFACING AND CONCRETE BASE TO SLOPE A MAXIMUM OF 2% TOWARDS JAF CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/03 3404 26
DRAINAGE INLET FOR POSITIVE DRAINAGE. SEE CIVIL ENGINEER'S GRADING PLANS. r
0
C CRETE WALKWAY ISASLE -ACCESS SCORE LINES T TL®T DEEPENED EDGE TRAS RECEPTACLE
L-3
SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
16 OF 26 SHTS.