Page 1

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

A Set of Construction Documents  
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