PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Corea LA Designs
Road House: Pub and Grill 1766 Garfield Ave Monterey Park, CA 91752 S-6 S-6
S-6 S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6 S-6
S-6 S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6 S-6
S-6
S-6 S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6 S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6 S-6 S-6
S-6
S-6 S-6
S-6 S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
S-6
T-2
S-6
S-6
S-6
S-6
T-2
S-6
S-3 S-3
T-2
T-2
T-2
P-1 S-3 S-3
S-3 S-3
S-5
S-3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
S-5 S-5
S-3
S-3 S-3 S-3
S-3 S-3 S-3 G-2 S-5 S-3 S-5
S-3
S-3
S-3 S-3 S-4
T-1 S-1
S-1
S-1
S-4
P-2 P-2 P-2 P-2 G-2 P-2 P-2
S-1
S-4
S-4
S-4 S-4
S-4
S-1 G-1
T-1
T-1
P-2
S-1
S-4
S-4
S-1
S-4
S-4
S-4
S-4 S-1
S-1
S-4 S-1
S-4
S-2
T-1
S-2
L-01..................................... ......................................Cover Sheet L-02...........................................................................Grading Plan L-03................................................................................Patio Plan L-04............................................................................Patio Details L-05.............................................................................Wood Deck L-06..........................................................................Wood Details L-07...........................................................................Planting Plan L-08..........................................................................Irrigation Plan L-09..........................................................................Irrigation Plan L-10......................................................................Irrigation Details L-11.........................................................................Water Feature L-12.............................................................Water Feature Details L-13...........................................................................Lighting Plan
B-2
B-1
Sheet Index
B-2
B-3 B-1 B-3
B-3
B-2 B-3
B-3 B-3
B-2
Site Location Map
B-4
B-3
B-2
B-2
B-2
B-2
B-2
B-2 B-4
B-2
B-2
B-2
B-3
B-2 B-3
B-4
B-3
B-3 B-3
B-2
B-2
B-2
B-2
B-2
B-3 B-3
B-3 B-3 B-1
B-2
B-2
B-3
B-2
B-2
B-2
B-3
B-3 B-2 B-3
B-2
B-4
B-4 B-3
B-1
B-2
B-3
B-3 B-3 B-3 B-3 B-3
B-2
B-2 B-3 B-3
B-2
BY
B-2
B-2
B-2
B-1
REVISION
B-4
B-1
B-3
DATE
B-1
SCALE:
Varies DATE:
03-08-2012 SHEET NUMBER
L-01 NORTH
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
B-2
B-3 B-3
B-3 B-3
B-2
B-2
MATSUI Spring 2012
T-2
LA 333L
S-3
Road House Pub and Grill: Cover Sheet
S-3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Road House: Pub and Grill
S-3
Jessie Corea
P-1
1766 Garfield Ave. Monterey Park, CA 91752
S-3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
24
9.1 3/4"
11.7 3/4"
2
23
5.2 3/4"
3.0
1"
22
3.0 1" 1 2
5.08 G.P.M.
THROUGH
1 1/2" COPPER SERVICE LINE (50')
0.00
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
1 1/2" WATER METER
0.00
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
1 1/2" MISC. COPPER FITTINGS, ETC.
3.00
P.S.I.
LOSS
5.08 G.P.M. 5.08 G.P.M.
THROUGH THROUGH
1-1/4" RP BACKFLOW PREVENTER 1-1/2" STRAINER
12.00 0.00
P.S.I. P.S.I.
LOSS LOSS
5.08 G.P.M.
THROUGH
1-1/2" MASTER VALVE
0.075
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
1" FLOW METER
0.50
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
1-1/4" MAINLINE PIPING
4.23
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
BALL VALVE
2.00
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
LATERAL PIPING
1.78
P.S.I.
LOSS
5.08 G.P.M.
THROUGH
MISC. FITTINGS, RISERS, ETC.
2.00
P.S.I.
LOSS
25.58
P.S.I.
MP ROTATORS REQUIRE
30.00
P.S.I.
MIN. PRESSURE REQUIRED
55.58
P.S.I.
85.00
P.S.I.
RESIDUAL
29.41
P.S.I.
SET PRESSURE REDUCING VALVE @
60.00 P.S.I.
Corea LA Designs
PRESSURE CALCULATION FOR VALVE 21- 5.08 G.P.M.
24 23 22
TOTAL LOSS
3
EXISTING PRESSURE CITY WATER MAIN
8.4 3/4"
4
12.08
1"
5
3.9 3/4"
FINAL RESIDUAL
6
4.42 P.S.I.
3.1 3/4"
7
1.28 1"
8
2.6 3/4"
10
8.4 1"
11
Point of Connection
3 4
16.4 1 1/2"
12
22.21 1/2"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
5
13
6
8.4 1"
7 8
BB
9
10 11 12 13
21
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1766 Garfield Ave Monterey Park, CA 91752
9 5.86 1"
5.0 1"
20
6.9 1"
19
10.1 1"
18
THIS DESIGN IS DIAGRAMMATIC EQUIPMENT SHOWN IN PAVING AREAS IS FOR CLARIFICATION ONLY, AND IS TO BE INSTALLED IN PLANTING AREA WHEREVER POSSIBLE. UNLESS OTHERWISE NOTED, 120 VOLT ELECTRICAL POWER FOR CONTROLLER(S) TO BE PROVIDED BY OTHERS, THE IRRIGATION CONTRACTOR WILL MAKE FINAL ELECTRICAL CONNECTION TO AUTOMATIC CONTROLLER(S) FROM OUTLET PROVIDED BY OTHERS. ALL WIRES FROM CONTROLLER TO AUTOMATIC VALVES TO BE COPPER, DIRECT BURIAL, MIN. #14 GAUGE, INSTALL IN SAME TRENCH AS MAINLINE PIPING WHERE POSSIBLE, MIN, COVERAGE OVER WIRE TO BE 24", COMMON WIRE TO BE WHITE IN COLOR, CONTROL WIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED, BUNDLE AND TAPE WIRES TOGETHER MIN. 10' ON CENTER
INSTALL EQUIPMENT AS PER DETAILS PROVIDE MIN. 24" COVERAGE OVER ALL PRESSURE LINES, AND A MIN. OF 18" COVERAGE OVER ALL NON-PRESSURE LINES. ALL PIPING UNDER PAVING TO BE MIN. SCHEDULE 40 P.V.C AND TO HAVE MIN 24" IRRIGATION CONTRACTOR TO FLUSHED ALL LINES AND ADJUST ALL SPRINKLERS FOR MAXIMUM PERFORMANCE AND TO PREVENT EXCESSIVE OVERSPRAY ONTO WALKS, DRIVES, BUILDINGS AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS. ALL SHRUBBERY SPRINKLERS ADJACENT TO PARKING LOT OR ALONG WALKS OR ROADS WILL BE INSTALLED WITH HIGH POP-UPS BODIES. IRRIGATION CONTRACTOR WILL INSTALL SWING CHECK VALVES OR SPRING LOADED CHECK VALVES AS REQUIRED TO ELIMINATE EXCESSIVE DRAINAGE FROM LOW SPRINKLERS, THIS WILL BE IN ADDITION TO ANY CHECK VALVES SHOWN ON PLAN.
IRRIGATION LEGEND SYMBOL
UPON COMPLETION, IRRIGATION CONTRACTOR TO SUPPLY TO OWNER, A COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAWING, DRAWINGS WILL SHOW LOCATION OF ALL VALVES,CROSSING, QUICK COUPLING VALVES, ETC. EACH CONTROLLER TO HAVE IT'S OWN CONTROLLER CHART, CHART WILL CLEARLY SHOW EACH AREA SPRINKLED IN A DIFFERENT COLOR, AND WILL BE LAMINATED BETWEEN 2 LAYERS OF 10 MIL. CLEAR PLASTIC. INITIALLY THE IRRIGATION SYSTEM TO BE CONNECTED TO POTABLE WATER LINE, WHEN AVAILABLE SYSTEM WILL BE CONNECTED TO RECLAIMED WATER LINE, SYSTEM TO BE INSTALLED IN STRICT ACCORDANCE WITH REQUIREMENTS AND REGULATIONS PERTAINING TO THE USE OF RECLAIMED WATER FOR IRRIGATION SYSTEMS. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER, ANY DEFECTIVE MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY IRRIGATION CONTRACTOR AT NO COST TO OWNER.
MANUFACTURER
MODEL #
GALLONS PER MIN. FULL HALF QTR. 0.32 0.16 0.63 0.33 0.95 1.27 0.63 0.33 1.58 0.74 1.58 0.74 2" Pop Up Spray: red cap, with a 10' adjustable nozzle 1.96 0.98 0.49 4" Pop UP Spray: red cap, with a 10' adjustable nozzle 1.96 0.98 0.49 Multi-Stream Bubbler Nozzle: green cap 0.50 0- 15.7GPH (gal. per hour) 1" globe valve Ball Valve 3/4" Master Valve:1 1/2 " globe valve 3/4" PGV-AVS valve with 3/4 " HY075 filter system and 25 psi regulator 1" ICV global valve 1 1/2" ICV global valve Back Flow Preventer 1 1/2" Water Meter Quick Coupler: 3/4" Valve 3/4" key inlet DESCRIPTION
HUNTER MP1000-90 HUNTER MP2000-90 HUNTER MP2000-270 HUNTER MP2000-360 HUNTER MP3000-90 MP3000-270 HUNTER HUNTER PSU-02 - 10A HUNTER PSU-04 - 10A HUNTER MSBN-50H HUNTER SD - T HUNTER IBV-151G MUELLER 6700WS HUNTER ICV-151G HUNTER ACZ-075 HUNTER ICZ-101 HUNTER ICZ-151 FEBCO 825-YA AWWA HUNTER HQ-3RC Flow Meter Pressure Regulator Mainline Piping schedule 40 P.V.C Lateral Piping schedule 200 P.V.C 1/2" 0.00 G.P.M TO 3.00 G.P.M Lateral Piping schedule 200 P.V.C 3/4" 3.1 G.P.M TO 6.00 G.P.M Lateral Piping schedule 200 P.V.C 1" 6.1 G.P.M TO 12.00 G.P.M Lateral Piping schedule 200 P.V.C 1 1/4" 12.1 G.P.M TO 20.00 G.P.M Schedule 40 P.V.C: Sleeving for valve wires under paving- 2x the size of enclosed piping
RAD. P.S.I.
12' 18' 17' 17' 27' 27' 10' 10' 1.0' 0.5'
30 30 30 30 30 30 30 30 30 30
Matsui Spring 2012
ALL P.V.C MAINLINE FITTING TO BE "LONG SOCKET TYPE AS MANUFACTURED BY DURA COMPANY.
LA 333L
FINAL LOCATIONS FOR BACKFLOW PREVENTER(S) AND CONTROLLER(S) TO BE DETERMINED BY OWNERS AUTHORIZED REPRESENTATIVE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED, WHEN IT IS OBVIOUS THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING, SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
Jessie Corea
Continue Line, See L-09
IRRIGATION NOTES
BY
Scale: 1"=10'
DATE
P1
Irrigation Site Plan
REVISION
18 19 20 21
Road House Pub and Grill: Irrigation Plan
6.9 1"
SCALE:
AS NOTED DATE:
5/1/2012 SHEET NUMBER
L-08 NORTH
Corea LA Designs
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
14
15 14.9 3/4"
16
16.5 1/2"
17
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1.5 1"
14 15 16 17
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1766 Garfield Ave Monterey Park, CA 91752
4.0 1"
THIS DESIGN IS DIAGRAMMATIC EQUIPMENT SHOWN IN PAVING AREAS IS FOR CLARIFICATION ONLY, AND IS TO BE INSTALLED IN PLANTING AREA WHEREVER POSSIBLE. UNLESS OTHERWISE NOTED, 120 VOLT ELECTRICAL POWER FOR CONTROLLER(S) TO BE PROVIDED BY OTHERS, THE IRRIGATION CONTRACTOR WILL MAKE FINAL ELECTRICAL CONNECTION TO AUTOMATIC CONTROLLER(S) FROM OUTLET PROVIDED BY OTHERS. ALL WIRES FROM CONTROLLER TO AUTOMATIC VALVES TO BE COPPER, DIRECT BURIAL, MIN. #14 GAUGE, INSTALL IN SAME TRENCH AS MAINLINE PIPING WHERE POSSIBLE, MIN, COVERAGE OVER WIRE TO BE 24", COMMON WIRE TO BE WHITE IN COLOR, CONTROL WIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED, BUNDLE AND TAPE WIRES TOGETHER MIN. 10' ON CENTER
PROVIDE MIN. 24" COVERAGE OVER ALL PRESSURE LINES, AND A MIN. OF 18" COVERAGE OVER ALL NON-PRESSURE LINES. ALL PIPING UNDER PAVING TO BE MIN. SCHEDULE 40 P.V.C AND TO HAVE MIN 24" IRRIGATION CONTRACTOR TO FLUSHED ALL LINES AND ADJUST ALL SPRINKLERS FOR MAXIMUM PERFORMANCE AND TO PREVENT EXCESSIVE OVERSPRAY ONTO WALKS, DRIVES, BUILDINGS AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS. ALL SHRUBBERY SPRINKLERS ADJACENT TO PARKING LOT OR ALONG WALKS OR ROADS WILL BE INSTALLED WITH HIGH POP-UPS BODIES. IRRIGATION CONTRACTOR WILL INSTALL SWING CHECK VALVES OR SPRING LOADED CHECK VALVES AS REQUIRED TO ELIMINATE EXCESSIVE DRAINAGE FROM LOW SPRINKLERS, THIS WILL BE IN ADDITION TO ANY CHECK VALVES SHOWN ON PLAN.
SYMBOL
UPON COMPLETION, IRRIGATION CONTRACTOR TO SUPPLY TO OWNER, A COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAWING, DRAWINGS WILL SHOW LOCATION OF ALL VALVES,CROSSING, QUICK COUPLING VALVES, ETC. EACH CONTROLLER TO HAVE IT'S OWN CONTROLLER CHART, CHART WILL CLEARLY SHOW EACH AREA SPRINKLED IN A DIFFERENT COLOR, AND WILL BE LAMINATED BETWEEN 2 LAYERS OF 10 MIL. CLEAR PLASTIC. INITIALLY THE IRRIGATION SYSTEM TO BE CONNECTED TO POTABLE WATER LINE, WHEN AVAILABLE SYSTEM WILL BE CONNECTED TO RECLAIMED WATER LINE, SYSTEM TO BE INSTALLED IN STRICT ACCORDANCE WITH REQUIREMENTS AND REGULATIONS PERTAINING TO THE USE OF RECLAIMED WATER FOR IRRIGATION SYSTEMS. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER, ANY DEFECTIVE MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY IRRIGATION CONTRACTOR AT NO COST TO OWNER.
MANUFACTURER
MODEL #
GALLONS PER MIN. FULL HALF QTR. 0.32 0.16 0.63 0.33 0.95 1.27 0.63 0.33 1.58 0.74 1.58 0.74 2" Pop Up Spray: red cap, with a 10' adjustable nozzle 1.96 0.98 0.49 4" Pop UP Spray: red cap, with a 10' adjustable nozzle 1.96 0.98 0.49 Multi-Stream Bubbler Nozzle: green cap 0.50 0- 15.7GPH (gal. per hour) 1" globe valve Ball Valve 3/4" Master Valve:1 1/2 " globe valve 3/4" PGV-AVS valve with 3/4 " HY075 filter system and 25 psi regulator 1" ICV global valve 1 1/2" ICV global valve Back Flow Preventer 1 1/2" Water Meter Quick Coupler: 3/4" Valve 3/4" key inlet DESCRIPTION
HUNTER MP1000-90 HUNTER MP2000-90 HUNTER MP2000-270 HUNTER MP2000-360 HUNTER MP3000-90 MP3000-270 HUNTER HUNTER PSU-02 - 10A HUNTER PSU-04 - 10A HUNTER MSBN-50H HUNTER SD - T HUNTER IBV-151G MUELLER 6700WS HUNTER ICV-151G HUNTER ACZ-075 HUNTER ICZ-101 HUNTER ICZ-151 FEBCO 825-YA AWWA HUNTER HQ-3RC Flow Meter Pressure Regulator Mainline Piping schedule 40 P.V.C Lateral Piping schedule 200 P.V.C 1/2" 0.00 G.P.M TO 3.00 G.P.M Lateral Piping schedule 200 P.V.C 3/4" 3.1 G.P.M TO 6.00 G.P.M Lateral Piping schedule 200 P.V.C 1" 6.1 G.P.M TO 12.00 G.P.M Lateral Piping schedule 200 P.V.C 1 1/4" 12.1 G.P.M TO 20.00 G.P.M Schedule 40 P.V.C: Sleeving for valve wires under paving- 2x the size of enclosed piping
RAD. P.S.I.
12' 18' 17' 17' 27' 27' 10' 10' 1.0' 0.5'
30 30 30 30 30 30 30 30 30 30
Matsui Spring 2012
IRRIGATION LEGEND
LA 333L
INSTALL EQUIPMENT AS PER DETAILS
ALL P.V.C MAINLINE FITTING TO BE "LONG SOCKET TYPE AS MANUFACTURED BY DURA COMPANY.
Jessie Corea
FINAL LOCATIONS FOR BACKFLOW PREVENTER(S) AND CONTROLLER(S) TO BE DETERMINED BY OWNERS AUTHORIZED REPRESENTATIVE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED, WHEN IT IS OBVIOUS THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING, SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
BY
IRRIGATION NOTES
REVISION
Scale: 1"=10'
DATE
P1
Irrigation Site Plan(contine)
Road House Pub and Grill: Irrigation Plan
M
SCALE:
3/32"=1'-0" DATE:
4/18/2012 SHEET NUMBER
L-09 NORTH
Corea LA Designs
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
D1
Controller
D5
HQ-3RC Quick Coupler
D2
Master Valve
D6
MP 1000/2000/3000 Rotator
Scale: 1 1/2"=1'0"
D3
Multi-Stream Bubbler MSBN
D7
PS Ultra Pop Up Spray Head
Scale: 3"=1'0"
D4
Remote Control Valve
D8
Drip Valve ACZ-075
Scale: 1 1/2"=1'0"
Matsui Spring 2012 LA 333L
Scale: 1 1/2"=1'0"
Jessie Corea
Scale: 3"=1'0"
DATE
REVISION
BY
Scale: 3"=1'0"
Road House Pub and Grill: Installation Details
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Scale: 1 1/2"=1'0"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1766 Garfield Ave Monterey Park, CA 91752
Scale: 1"=1'0"
SCALE:
3/32"=1'-0" DATE:
4/18/2012 SHEET NUMBER
L-10
PLD Tubing/Solo Drip Emitter Scale: 1 1/2"=1'0"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
D9
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
WATER FEATURE LEGEND MODEL #
DESCRIPTION
Crystal Fountain EQ- SERIES Crystal Fountain EQ- SERIES Fountain People CWW-002 Electricity Water Source Mainline Piping schedule 40 P.V.C MUELLER 6700WS HUNTER ICZ-151 FEBCO 825-YA AWWA Flow Meter Pressure Regulator Mainline Piping schedule 40 P.V.C
PF C E WS
Ball Valve 3/4" 1 1/2" ICV global valve Back Flow Preventer 1 1/2" Water Meter
P
Point of Connection
Power Line
E
BB
Supply line
Main Line
Supply line Drain Line
29'-7"
D1
Overflow Line
WS
Water Feature Piping Diagram
ML
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Scale: NTS
21'-6"
PF P
4'
6'
2'
11' 23'-8"
2.
M
P1
Site Plan Scale: 1"=10'
3.
THE CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE, DRAWINGS, AND SPECIFICATIONS TO OBTAIN FIRSTHAND KNOWLEDGE OF JOB CONDITIONS. ANY DISCREPANCIES OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. NO ALLOWANCE SHALL BE GIVEN FOR FAILURE TO COMPLY WITH THE ABOVE OR ANY CONDITIONS THAT CAN BE DETERMINED BY EXAMINING THE SITE, DRAWINGS, AND SPECIFICATIONS. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION LAYOUT. NO ALLOWANCE SHALL BE GIVEN TO THE CONTRACTOR OR SUBCONTRACTORS FOR CHANGES RESULTING FROM FAILURE TO COMPLY W/ THESE REQUIREMENTS.
5.
6.
7.
EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS/HER RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF HIS/HER BID OR PERFORMANCE OF THE WORK, NOTIFY THE CONTRACTOR AND LANDSCAPE ARCHITECT OF ANY WORK CALLED OUT IN THE DRAWINGS OR SPECIFICATIONS WHICH CANNOT BE FULLY GUARANTEED OR CONSTRUCTED AS DESIGNED OR DETAILED. DETAILS SHALL BE USED WHERE THE CONDITION OCCURS FOR WHICH THEY ARE INTENDED. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST-CLASS WORK FOR THE TRADE INVOLVED. THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY ALTERNATE, NON-STANDARD OR UNTESTED METHODS PROPOSED. LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED BY CONTRACTOR OF ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND APPLICABLE CODES OF GOVERNING BODY HAVING JURISDICTION. IT IS UNDERSTOOD THAT THE "FIELD INSPECTOR" FOR SUCH AGENCY HAS FINAL AUTHORITY TO APPROVE OR DISAPPROVE PROJECT CONSTRUCTION AND TO ASSESS THE CORRECTNESS OF ALL CODE RELATED ITEMS.
8.
CONTRACTOR AND APPROPRIATE SUBCONTRACTORS ARE RESPONSIBLE FOR HOOKUP OF ALL UTILITIES REQUIRED BY THE WORK, BOTH TEMPORARY AND PERMANENT.
9.
PRIOR TO EXCAVATION, CONTRACTOR SHALL DETERMINE LOCATIONS OF UTILITY SERVICES IN THE AREA AND THE SUITABILITY OF CONNECTIONS AS INDICATED ON THE DRAWINGS OR AS REQUIRED TO SUPPORT THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING UTILITY CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
10. TRADE NAMES AND MANUFACTURES REFERRED TO IN DRAWINGS AND SPECIFICATIONS INDICATE CHARACTER AND QUALITY STANDARDS OF MATERIALS AND EQUIPMENT TO BE FURNISHED. IF THE CONTRACTOR WISHES TO SUBSTITUTE MATERIAL OR EQUIPMENT OF EQUAL QUALITY BY ANOTHER MANUFACTURER, HE MAY SUBMIT ALTERNATES FOR APPROVAL BY ENGINEER. APPROVAL OF THESE SUBSTITUTIONS WILL BE CONSIDERED AFTER AWARD OF CONTRACT. 11. IT IS THE RESPONSIBILITY OF CONTRACTOR AND ALL SUBCONTRACTORS TO ORDER MATERIAL, EQUIPMENT AND LABOR SUFFICIENTLY IN ADVANCE SO AS TO INSURE TIMELY CONSTRUCTION SEQUENCE.
REVISION
2'
General Notes: 1. PRIOR TO FINAL INSPECTION A "CERTIFICATE OF CONSTRUCTION COMPLIANCE" SHALL BE MADE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE THAT "BASED UPON PERSONAL KNOWLEDGE THE WORK APPEARS IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY THE GENERAL CONTRACTOR.
DATE
3'-7"
BY
6'-10"
Matsui Spring 2012
19'-4"
LA 333L
13'-3"
Jessie Corea
Road House Pub and Grill: Water Feature Site Plan
PS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PS PF
Fill Line
Fill Line
ML
Water Pump Pump Filter System Controller
Corea LA Designs
MANUFACTURER
1766 Garfield Ave Monterey Park, CA 91752
SYMBOL
SCALE:
AS NOTED DATE:
5/15/2012 SHEET NUMBER
L-11 NORTH
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
3'-7" 2'-9"
1" 10'-112
9"
Fill Line
1" 13'-12
Corea LA Designs
1" 1'-52
6'
1' 5"
Equipment Vault
EQ Series Water Filter
PF
4"
Concrete Platform(Acid Washed)
EQ Series Water Pump
4'
P
Steel Grate Concrete Gutter Drainage Line
E2
Power Source
Edging Stone Poured Concrete Footing #4 Rebar 16" O.C. Prepared Sub-grade Aggregate Base
10"
L-11
PS
S1
Concrete Entrance Ramp Scale: 1/2"=1'0"
Cap Stone (Earth Tone) Water Level Water Basin Poured in Place Concrete(Smooth Finish) Vertical #4 Rebar Stucco Finish (P-192 Caramelo Base B) CMU Typical
Entrance Platform
13'-3" S2
1" 1'-52
S4
L-11
L-11
19'-6"
4'-3"
9"
13'-3"
1'
2"
4'-2"
1"
1" 112 4"
S1
1'
Entrance Ramp
7'
Edge Stone (Earth Tone) FEW-200 Return Line
1" 1'-84
S2
1'-93 4"
Concrete Drainage Gutter Scale: 1/2"=1'0"
S3
3'-7"
L-11
1" 32
3'-7"
Cap Stone (Earth Tone) Horizontal #4 Rebar Stucco Finish (P-192 Caramelo Base B) Poured in Place Concrete(Smooth Finish) Vertical #4 Rebar CMU Typical
4"
1" 5'-112
E1
4'-9"
4'-2"
L-11
Scale: 1/2"=1'0" 1" 94
2" Building
1'
1'
5"
S3
1" 1'-52
4"
Poured in Place Concrete/CMU Pilaster
1" 1'-84
2'-11"
Scale: 1/2"=1'0"
1'-93 4"
4"
1" 1'-102
63 4"
Cap Stone (Earth Tone) Water Level Poured in Place Concrete(Smooth Finish) Fill Line Nozzle Vertical #4 Rebar 2' x 4'Built in Equipment Vault 2' x 4' Steel Vault Door
Cap Stone (Earth Tone) Water Level Fill Line Nozzle Poured in Place Concrete(Smooth Finish) Vertical #4 Rebar CMU Typical
4"
1" 102
Custom Water Feature Elevation 1 Cap Stone (Earth Tone) Stucco Finish (P-192 Caramelo Base B) Cap Stone (Earth Tone) Poured in Place Concrete(Smooth Finish)
Cap Stone (Earth Tone) Poured in Place Concrete(Smooth Finish) Smooth Water Wall Stone Cap (Earth Tone)
1" 4'-22
EQ Series Water Pump w/ Filter Fill Line CMU Typical Mortar #4 Rebar Poured Concrete Footing Parking Lot Asphalt Paving
P
10'-11" 2' 1" 32
8"
4"
REVISION
Scale: 1/2"=1'0"
1" 3'-42 4" 4"
DATE
E1
BY
Entrance Ramp
SCALE:
1' 3" Prepared Sub-grade Aggregate Base
S4 E2
1" 1'-84
Matsui Spring 2012
Concrete Platform(Acid Washed)
LA 333L
Cap Stone (Earth Tone) Stucco Finish (P-192 Caramelo Base B) Entrance CMU Pilaster Poured in Place Concrete
Jessie Corea
4"
Road House Pub and Grill: Water Feature Details
P2
Enlarged Site Plan
4"
FEW-200 Return Line
Water Source Pipe #4 Rebar Poured Concrete Footing Aggregate Base Prepared Sub-grade
Edge Stone (Earth Tone) Steel Grate Concrete Gutter FEW 200 Suction Line Over Flow Line
Water Level line Over Flow Line #4 Rebar Poured Concrete Smooth Surface Aggregate bed Prepared Sub-Grade
AS NOTED DATE:
1'-93 4"
1" 1'-84
Prepared Sub-grade Aggregate Base
5/15/2012 SHEET NUMBER
Poured in Place Concrete/CMU Fountain Shell
L-12
Scale: 1/2"=1'0"
Custom Water Feature Elevation 2 Scale: 1/2"=1'0"
NORTH
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
L-11
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Steel Grate 3 1/2" Deep Concrete Gutter Drainage Line to Detention Basin #4 Rebar 16" O.C. Poured Concrete Aggregate base Prepared Sub-grade
1766 Garfield Ave Monterey Park, CA 91752
2'
1'
4"
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Transformer #
LIGHTING LEGEND SYMBOL
X X
MANUFACTURER
MODEL #
FINISH
PURPOSE
LAMP
NIGHTSCAPING GD-4015 Black (Standard) Pathlighting 2-LOx 1433 Uplighting MR-16 NIGHTSCAPING AU-6502 Earthtone FX LUMINAIRE PX-900 Desert Granite 900 Watt voltage controller #12 Direct Burial Wire #10 Direct Burial Wire #8 Direct Burial Wire Schedule 40 P.V.C: Sleeving for circuit wires under paving- 2x the size of enclosed piping Location of vegetation focal points.
Total Watts Circuit #
DETAIL KEY
WATTS
18 20
Corea LA Designs
X-X
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
2 128
T-1 5 144
T-1 1 180 T
T-1 4 60
T-1
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1766 Garfield Ave Monterey Park, CA 91752
T-1
3 164
P1 Site Plan Scale: 1"=10'
General Notes:
4.
5.
6.
DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS SPECIFIED GOVERN. DIMENSIONS ARE NOMINAL AND ARE TO THE FACE OF OBJECTS UNLESS OTHERWISE INDICATED.
7.
EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS/HER RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF HIS/HER BID OR PERFORMANCE OF THE WORK, NOTIFY THE CONTRACTOR AND LANDSCAPE ARCHITECT OF ANY WORK CALLED OUT IN THE DRAWINGS OR SPECIFICATIONS WHICH CANNOT BE FULLY GUARANTEED OR CONSTRUCTED AS DESIGNED OR DETAILED.
8.
9.
DETAILS SHALL BE USED WHERE THE CONDITION OCCURS FOR WHICH THEY ARE INTENDED. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST-CLASS WORK FOR THE TRADE INVOLVED. THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY ALTERNATE, NON-STANDARD OR UNTESTED METHODS PROPOSED.
FX
BY
THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION LAYOUT. NO ALLOWANCE SHALL BE GIVEN TO THE CONTRACTOR OR SUBCONTRACTORS FOR CHANGES RESULTING FROM FAILURE TO COMPLY W/ THESE REQUIREMENTS.
REVISION
THE CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE, DRAWINGS, AND SPECIFICATIONS TO OBTAIN FIRSTHAND KNOWLEDGE OF JOB CONDITIONS. ANY DISCREPANCIES OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. NO ALLOWANCE SHALL BE GIVEN FOR FAILURE TO COMPLY WITH THE ABOVE OR ANY CONDITIONS THAT CAN BE DETERMINED BY EXAMINING THE SITE, DRAWINGS, AND SPECIFICATIONS.
3.
LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED BY CONTRACTOR OF ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND APPLICABLE CODES OF GOVERNING BODY HAVING JURISDICTION. IT IS UNDERSTOOD THAT THE "FIELD INSPECTOR" FOR SUCH AGENCY HAS FINAL AUTHORITY TO APPROVE OR DISAPPROVE PROJECT CONSTRUCTION AND TO ASSESS THE CORRECTNESS OF ALL CODE RELATED ITEMS. CONTRACTOR AND APPROPRIATE SUBCONTRACTORS ARE RESPONSIBLE FOR HOOKUP OF ALL UTILITIES REQUIRED BY THE WORK, BOTH TEMPORARY AND PERMANENT. PRIOR TO EXCAVATION, CONTRACTOR
DATE
2.
PRIOR TO FINAL INSPECTION A "CERTIFICATE OF CONSTRUCTION COMPLIANCE" SHALL BE MADE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE THAT "BASED UPON PERSONAL KNOWLEDGE THE WORK APPEARS IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY THE GENERAL CONTRACTOR.
SCALE:
AS NOTED DATE:
5/24/2012 SHEET NUMBER
L-13 D1
Potenzax PX-900 Scale: NTS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1.
Matsui Spring 2012
Scale: NTS
LA 333L
Scale: NTS
Apprentice AU-6502
Jessie Corea
D2
Road House Pub and Grill: Lighting Plan
D1
Sagitta Catalina GD-4015
NORTH