HomeMy WebLinkAbout3174-14PL
11
1.
FINISH GRADE PER GRADING PLAN
2.
2"x2"x16" SLUMP BLOCK CAP
3.
8"x6"x16" SLUMP BLOCK, GROUT SOLID
APPLY WATERPROOFING TO WALL BENEATH
FINISH GRADE
4.
COMPACTED SUBGRADE PER SOILS REPORT
5.
CONCRETE FOOTING
4 REBAR 0 24" O.C. CENTERED
O6.
7.
4 REBAR ® 24" O.C. HORIZONTAL
8.
4 REBAR CONTINUOUS (TYP.)
9.
4 REBAR 0 16" O.C.
-1 10.
3 WIDE LONGITUDINAL GUTTER PER
4"-� - __
AWWA STD. PLAN 112-1, 1 1/2" "V".
GRASS SWALE WITH LOW FLOW
GUTTER REFER TO CIVIL'S
CIVIL'SPLAN, SHEET C-2.
1 -8� 7'-6'• VARIES 2.6" TO 1'0"
1 ( Z 1
i
SLOpE
4.
IX SLOPE
GENERAL NOTES:
A. CEMENT PER ASTM C150, 1 PART PORTLAND
CEMENT, 2 TO 3 PARTS LOOSE SAND, 2 PARTS NOTE: APPLY ANTI-GRAFFITTI COAT ON ALL
COARSE AGGREGATE EXPOSED BLOCK WALLS. REFER TO
B. REINFORCING: FS= 20,000 psi, ASTM A615 GRADE SPECIFICATIONS.
40, BARS TO CLEAR OF GROUND BY 3 INCHES IN
FOOTING
C. MASONRY: FM= 1500 psi GRADE "A" PER ASTM C-90
D. CONCRETE: FC= 2000 psi 0 28 DAYS PER ASTM C-90
E. POUR FOOTING AGAINST NATURAL, UNDISTURBED EARTH
F. BLOCK COLOR TO MATCH EXISTING BLOCK, CONTRACTOR
CONTRACTOR TO SUBMIT COLOR SAMPLE FOR APPROVAL
A 6' Split Face Slump Block Wall N.
RADIUS EDGES 1/2"
3 6 4 5 2
I T s
4. A
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d• y ..
EXPANSION JOINT:
1. 6"x6" 10x10 W.W.M. CENTER IN SLAB (FOR CONCRETE 6"THICK AND GREATER)
2. CONCRETE PAVING PER PLAN {
3. FINISH PER PLAN F
4. POLYURETHANE CAULKING TO MATCH CONCRETE COLOR P
5. 1/2" PREMOLD FIBER EXPANSION JOINT 0 20' O.C. MAX. SPACING. V)
(EXCEPTION: JOINTS ON PERIMETER WALKS 0 50' MAX. SPACING) 6
6. 90% COMPACTED SUBGRADE
0
SCORE LINE:
1. 6"x6" 10x10 W.W.M. CENTER IN SLAB (FOR CONCRETE 6" THICK AND GREATER)
2. CONCRETE PAVING PER PLAN
3. FINISH PER PLAN
4. AFTER PRELIMINARY TROWELING, THE CONCRETE SHALL BE SCORED
WITH A STRAIGHT EDGE TO A DEPTH OF 1/2" 0 10' MAXIMUM SPACING
5. 90% COMPACTED SUBGRADE
T.S. B Expansion Joint
I
8'-0" 1
-�1. CAP ALL POSTS (TYP.)
39 2. 1-5/8"0 GALVANIZED STEEL TOP RAIL
3. 2-3/8"0 GALVANIZED STEEL POLE ® 8' O.C.
4. CHAINLINK FABRIC SHALL BE 9 GAUGE
7 GALVANIZED STEEL 'FLATLINK' AVAILABLE FROM
VON CYPHER FENCE COMPANY (951) 796-8680
3" g 5. 1-5/8"0 DIAMETER GALVANIZED BOTTOM RAIL
6. 90% COMPACTED SUBGRADE
7. 12" DIA. CONCRETE FOOTING
eEQ+EO7 e 8. FINISH GRADE
9. CONCRETE FOOTING
12" 10. 12" X 6" CONCRETE MOWCURB
NOTE: DUGOUT FENCING TO HAVE MID RAIL
N.T.S. I C I ChainlinkFence- 6' to 8' heights N.T.S.
_ I D
18"
36"
2" MIN.
FINISH GRADE
(TURF SIDE)
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DETAIL
INOTES:
1 •
HAWS 32020, DRINKING FOUNTAIN, SURFACE MOUNT PER MANUFACTURER S
SPECIFICATIONS.
2
1/2" TYPE K COPPER SUPPLY LINE.
#3 REBAR, CONTINUOUS
3.
4'SQ. TREE GRATE MODEL #QS -48A -TG W/FRAME #QS-48TGF, QUICKCRETE
OR APPROVED EQUAL (909)737-6240
4.
METER BOX #36-HFL (W/HINGED LOCKING COVER) INSCRIBED "WATER". ,SET
FLUSH W/CONCRETE. BROOKS CO. OR APPROVED EQUAL (909)947-7470.
NATIVE SOIL 90% COMPACTED
5.
HAMMOND 3/4" BRASS BALL VALVE OR APPROVED EQUAL.
6.
FIBERGLASS FABRIC ON TOP OF GRATE PER SPECIFICATIONS.
7.
3/4" DRAIN ROCK TO TOP OF GRATE.
N❑TEI
8.
FLOOR DRAIN MODEL #A-325 BY 'ALHAMBRA'- SLOPE CONCRETE TO DRAIN
MOW CURB SHALL
BE PLACED BETWEEN ALL GRASS AND
'ALHAMBRA' OR APPROVED EQUAL (818)289-4294
PLANTER AREAS
UNLESS OTHERWISE NOTED.
9•
4" ABS DRAINLINE; CONNECT TO SUMP/SEWER LINE (PER PLAN). j
10.
CONCRETE PAVING PER PLAN.
11.
3000 PSI (MIN.) CONCRETE FOOTING
City Std" 544
12.
90% RELATIVE COMPACTED SUBGRADE (6" DEPTH, MIN.)
i
18"
36"
2" MIN.
1. FINISH GRADE
2. NATIVE SOIL - 90% RELATIVE COMPACTION
3. INSTALL FIBERGLASS FABRIC ON TOP OF SUMP PER SPECS
4. INVERT ELEVATION - MAINTAIN 2% SLOPE FROM DRINKING FOUNTAIN
5. 6" PERFORATED DRAINLINE
6. FILL WITH 3/4" AGGREGATE
7. INSTALL 2" SCH 40 PVC DRAINLINE FROM DRINKING FOUNTAIN
F Mowcurb N. 1.6. Drinking Fountain N.T.S. Drinking Fountain Sump N.T.S.
Picnic Table Pad
1. 4" NATURAL GREY CONCRETE SLAB PER DTL. 'B'
2. 90% COMPACTED SUBGRADE
3. 6" TOOLED SHINER @ EDGE OF SLAB
4. PICNIC TABLE PER CONSTRUCTION PLAN
5. TRASH RECEPTACLE PER CONSTRUCTION PLAN
13'-0"
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12° 12" 4
1. NEW CONCRETE PAVING
2. #4 REBAR DOWEL 0 36" O.C: GREASE ENDS
3. THIOKOL JOINT SEALER OR EQUAL OVER A/C EMPREGNATED
FIBER EXPANSION JOINT
4. 90% RELATIVE COMPACTED SUBGRADE (6")
5. EXISTING CONCRETE PAVING
6. CORE DRILL TO 12" AND EPDXY GROUT
A SPECIAL INSPECTION MAY BE REQUIRED FOR PROPER
INSTALLATION OF DOWEL
/ I Cold Joint
2"
1. CONCRETE PER PLAN
2. SCORELINE
3. SCORE JOINT
4. WABASH VALLEY MODEL #S506 PICNIC TABLE
AVAILABLE FROM WAKEFIELD COMPANY 949-553-1130
5. SHADE STRUCTURE PER PLAN. SCALE. 1'- 5'-0'
N.T.S. E Group Picnic Layout N.T.S.
N.T.S. I J I -
JK L MT - N
4649 Brockton Avenue REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY O F F O N TANA CALIFORNIA SCALE:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : � N.T.S.
O,F O
Riverside, ca 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CONSTRUCTION DETAILS DATE: 12/7/04
(951) 369-0700 0
w SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY:
KCK JACK BULIK PARK
I nnt,re
Fax (951) 369-4039 DIAL
IAL Tw❑ WORKING LC -3 � /�
-1 SZTHE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: .{J
BEFORE ••••� DAYS BEFORE
P E 2
q nt �- a -mail; comworks@pe.net YOU
DIG
YOU D I G
http:"www.`ornw°rlc5dg.co"' TOLL FREE - _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APP VE D DRAWING NO.:
r / ! 1 Boo -z27 X600 � TIM L12, ,�,�y.r- 14
OtSIVM 6ROUp A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 0103203174
ITY ENGINEER R.C.E. 51152 DATE: 31
T �
,� � � � �2
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1. FINISH GRADE
2. NATIVE SOIL - 90% RELATIVE COMPACTION
3. INSTALL FIBERGLASS FABRIC ON TOP OF SUMP PER SPECS
4. INVERT ELEVATION - MAINTAIN 2% SLOPE FROM DRINKING FOUNTAIN
5. 6" PERFORATED DRAINLINE
6. FILL WITH 3/4" AGGREGATE
7. INSTALL 2" SCH 40 PVC DRAINLINE FROM DRINKING FOUNTAIN
F Mowcurb N. 1.6. Drinking Fountain N.T.S. Drinking Fountain Sump N.T.S.
Picnic Table Pad
1. 4" NATURAL GREY CONCRETE SLAB PER DTL. 'B'
2. 90% COMPACTED SUBGRADE
3. 6" TOOLED SHINER @ EDGE OF SLAB
4. PICNIC TABLE PER CONSTRUCTION PLAN
5. TRASH RECEPTACLE PER CONSTRUCTION PLAN
13'-0"
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,
• e
12° 12" 4
1. NEW CONCRETE PAVING
2. #4 REBAR DOWEL 0 36" O.C: GREASE ENDS
3. THIOKOL JOINT SEALER OR EQUAL OVER A/C EMPREGNATED
FIBER EXPANSION JOINT
4. 90% RELATIVE COMPACTED SUBGRADE (6")
5. EXISTING CONCRETE PAVING
6. CORE DRILL TO 12" AND EPDXY GROUT
A SPECIAL INSPECTION MAY BE REQUIRED FOR PROPER
INSTALLATION OF DOWEL
/ I Cold Joint
2"
1. CONCRETE PER PLAN
2. SCORELINE
3. SCORE JOINT
4. WABASH VALLEY MODEL #S506 PICNIC TABLE
AVAILABLE FROM WAKEFIELD COMPANY 949-553-1130
5. SHADE STRUCTURE PER PLAN. SCALE. 1'- 5'-0'
N.T.S. E Group Picnic Layout N.T.S.
N.T.S. I J I -
JK L MT - N
4649 Brockton Avenue REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY O F F O N TANA CALIFORNIA SCALE:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : � N.T.S.
O,F O
Riverside, ca 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CONSTRUCTION DETAILS DATE: 12/7/04
(951) 369-0700 0
w SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY:
KCK JACK BULIK PARK
I nnt,re
Fax (951) 369-4039 DIAL
IAL Tw❑ WORKING LC -3 � /�
-1 SZTHE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: .{J
BEFORE ••••� DAYS BEFORE
P E 2
q nt �- a -mail; comworks@pe.net YOU
DIG
YOU D I G
http:"www.`ornw°rlc5dg.co"' TOLL FREE - _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APP VE D DRAWING NO.:
r / ! 1 Boo -z27 X600 � TIM L12, ,�,�y.r- 14
OtSIVM 6ROUp A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 0103203174
ITY ENGINEER R.C.E. 51152 DATE: 31