14-0715 (BLCK) (PLANS)LEGEND
INDICATES SECTION
c;f
L -S - INDICATES SHEET NUMBER
INDICATES ELEVATION
oted construction �-rj INDICATES SHEET NUMBER
responsibility for
ety of all persons
iot be limited to PLANT AREA
demnify and hold
nection with the
ligence of design LAY I^I��I I V LAWN
SEE SHEET L-5 FOR CONSTRUCTION DETAILS
DA
I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS
2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM
GOMPRE551VE 5TRENGTH OF 2500 PSI AT 28 DAYS
3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLE55 OTHERWISE
INDICATED
4. VERIFY WITH THE PROJECT 501L5 ENGINEER THE NEED FOR
REINFORCING, BASE MATERIAL, PRE5ATURATION, ETC FOR WALKS,
STAIRS, WALL FOOTINGS, ETC
5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE
GOVERNING CODE5 AND ORDINANCES
6. ALL_ CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED
CONCRETE -INTEGRAL COLOR, EXPAN51 ON JOINTS, AT 8'-0"
O.G., UNLESS OTHERN 15E INDICATED
1. ALLOW FOR ADJOINING CONSTRUCTION
8. PAVING AND GONGRETE 5UBCONTAGTOR5 ARE TO COORDINATE AND
COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR
AND IRRIGATION 5UBGONTRAGTOR FOR SLEEVING, PIPING AND
CONDUIT UNDER ALL PAVING
FIN15H GRADING NOTES
I. SLOPE ALL DRAIN LINES AT A MINIMUM OF %2 %
2. ALL DRAIN LINE JUNCTIONS AND CHANGE5 OF DIRECTIONS TO BE MADE WITH
450 OR SWEEP TYPE ELLS
3. PROVISIONS FOR POSITIVE DRAII`yX6E OF ALL LANDSCAPED A1;ZEA5 TO TAKE
PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN
4. HOLD FINISH GRADE 1 %2" BELOW FIN15H 5URFAGE'
5. SLOPE ALL EARTHEN AREA5 AT A MINIMUM OF 1% TO DRAIN 2% PREFERRED
6. 5LOPE ALL FINISH 5URFAGE5 AT A MINIMUM OF 1% TO DRAIN
1. ,ALL MATERIALS AND AORKMAN5HIP 15 TO CONFORM TO GOVERNING CODE5
,AND ORDINANCES
8. SLOPE IN LAWN AREA5 15 NOT TO EXCEED 3:1
a. HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALL51 6" BELOW FINISH
FLOORS OF 5LAB5 AND 12" BELOW FIN15H FLOORS ON CONVENTIONAL WOOD
FLOORING
10. PROVIDE DRAINLINE CLEANOUT5 AND/OR CATCH BA51N5 AT A MINIMUM OF 50'
O.G. OR AT EVERY CHANGE OF DIRECTION.
II. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 8" BELOW FINISH GRADE
SURFACE
12. RAMPS INTO BUILDIN65 NOT TO EXCEED A SLOPE OF 1:12 OR 8.3% GRADIENT
13. PROJECT WALK5 NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT
MA50NRY WALL NOTES
I. GROUT ALL GEEL5 WITH STEEL 50LID - IF RETAINING, GROUT ALL CELLS 50LID
2. GROUT SHALL BE FLUID CON515TENCY WITH A RATIO OF (1) PART GEMENT, (3)
PARTS SAND, (2) PARTS PEA GRAVEL
3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO
OF (1) PART GEMENT, (1/2) PART LIME PUTTY, (4-1/2) PARTS SAND AND
SHALL CONFORM TO A.S.T.M. 0210
4. REINFORCING STEEL SHALL BE DEFORMED 5AR5 CONFORMING TO A.5.T.M. A615
GRADE 40
5. CONSTRUCT WALL5 PLUMB AND TRUE, STEP FOOTIN65 IN EVEN BLOCK INCREMENTS
6. ALLOW FOR ADJOINING CONSTRUCTION
7. ALL WORKMAN514IP AND MATERIALS TO CONFORM TO GOVERNING CODES AND
ORDINANCES
8. ALL STUCCO OR 5LUMP5LOGK AALL5 TO HAVE OPEN HEAD JOINTS AT 32" O.G.
AT FIRST COURSE ABOVE GRADE FOR DRAINAGE
a. ALL FOOTINC75 SHALL BE POURED ON UND15TURBED NATURAL 501L OR COMPACTED
FILL M5% RELATIVE)
10. ALL FREE5TANDING WALL5 TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP
AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 48 BAR
DIAMETERS
11. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND 5PAGING TO VERTICAL BARS
12. MA50NRY UNITS SHALL BE GRADE N -I CONFORMING TO A.5.T.M. G-% AND
MANUFACTURED IN ACCORDANCE WITH CONCRETE MA50NRY ASSOCIATION 5TANDARD5
13. PORTLAND GEMENT SHALL CONFORM TO A.5.T.M. CI50
14. CONCRETE SHALL HAVE A MINIMUM COMPRE551VE 5TREN6TH OF 2000 P.5.1. AT 28 DAYS
15. PROVIDE EXPAN510N JOINTS IN WALL5 AT 25'-0" O.G. MAX.
16. WALL FOOTI NC75 TO BE CONTINUOUS UNDER GATE OPENINC75
FC'n C00':S i U i 1C1
FINISH MATERIAL SCHEDULE
I. POOL:Guartz5capes Barbados Blue, 6"X6" WATER LINE TILE TO BE
ROYAL BLUE DECO 2X2 MAR35FROM WWW.NPTGONLINE.COM, INSTALL 2 POOL LIGHTS
UMBRELLA SLEEVE AT 5TEP LOCATION, ONE LIGHT UNDER EACH SPOUT
2. RA15ED BOND BEAM AND SPA: 3" THICK CAMERON FLAGSTONE GAP
FRONT AND REAR: VENEER PER DETAIL "I" ON SHEET L-5
3. DRIVEWAY / MOTOR COURT: Mega-Arbel Patio Slab PAVERS, TU50ANY BLEND, 12" 12" WIDE 6" THICK
DESERT TAN GONG. BAND WITH A LIGHT AGID WA5H FINISH.
4. 30" DIA. 50UCER POTS ON FRONT COLUMNS TO BE FROM QUICK CRETE, LIMESTONE TEXTURE AND
COLOR TO MATCH HOUSE '
5. DECK, PATIO AND WALKWAY SURFACE: TO BE CAMERON FLAGSTONE
(b. UTILITY SCREEN WALL: STUCCO FINISH $ COLOR TO MATCH RESIDENCE.
1. 5ER1/ICE 6ATE5: SEE DETAIL ON SHEET L-5
6. POTS TO BE FROM: A51AN CERAMICS INC,. PH: 626-44Q-6800
2) EXTRA TALL RUSTIC PLANTERS: 5 -6011 -AN OUTSIDE DIA.
NORTH
0 8' 16' 32'
SGALE: 1/8" = I' -O
REVISIONS
n
SHEET #
DATE:
L-1
7-23-13
CONSTRUCTION PLAN