Exhibit 4 - Full Project Plans — Santa Ana City Council, August 6, 2024

130'35' 333'-8"
135'
35'361'-1" 40'
356'-8"63'-4"30'
10'
10'10'
10'-5"10'-4" 1-GradeDoor
91'-1"
FH
FH
FH
FH
FH
FH
FH
FH
FH
FHFH
1-GradeDoor
9-Dock HighDoors
CL
CL
1-GradeDoor1-GradeDoor
1-GradeDoor
11-Dock HighDoors
7-Dock HighDoors

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3
Potential MezzanieArea

WINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOW ABOVE
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL Building 1ABuilding 1BPOTENTIAL DEMISE WALL
Potential MezzanieArea

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEWINDOW ABOVE

OUTDOOR TRELLIS AREA
Building 1Building 2A
POTENTIAL DEMISE WALLBuilding 2B
Potential MezzanieAreaPotential MezzanieAreaWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVE

WINDOWS ABOVE

WINDOWS ABOVE
Building 2
300'114'-8"76'-5"72'-4"157'-2"
54'
60'-3"
73'-11"
179'-8"2-STORYSTICK-FRAME / PLASTERSLOPED AND FLAT ROOF 1-SGTORY STICK-FRAME /PLASTERSLOPED AND FLAT ROOF
2-STORYCONCRETE TILT BUILDINGFLAT ROOF
1-STORYCONCRETE TILT BUILDINGFLAT ROOF

TEM PORARY TRAILER BUILDING
6-STORYSTEEL FRAME BUILDING
2-STORYSTICK-FRAME / PLASTERSLOPED AND FLAT ROOF
2-STORYCONCRETE TILT BUILDINGFLAT ROOF
2-STORYCONCRETE TILT BUILDINGFLAT ROOF
1-STORYCONCRETE TILT BUILDINGFLAT ROOF1-STORYCONCRETE TILT BUILDINGFLAT ROOF 1-STORYCONCRETE TILT BUILDINGFLAT ROOF
1-SGTORY STICK-FRAME /PLASTERSLOPED AND FLAT ROOF
1-SGTORY STICK-FRAME /PLASTERSLOPED AND FLAT ROOF
99'-4"
62'-7"56'-1"67'-4"114'-9"67'-1"60'66'-3"367'-8"241'-6"60' 96'336'-10"84'-1"135'
79'-6"34'-8"
LAKE CENTER DRIVE (Private)

SUSAN STREET
LAKE CENTER DRIVE40'-1"25'-5"
142'-4"208'-1"
108'-8"
104'-11"109'-4"
15'-4"
136'-2"
29'-2"
10'-10"21'-8"29'-2"
40'
40'-2"
28'-1"

REFERENCE NORTH
TRUE NORTHSCALE: 1"=50'02650100200
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

PROJECT TITLE
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ASINSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION ORPUBLICATION BY ANY METHOD, IN WHOLE OR IN IS PROHIBITED EXCEPT BYWRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS AND/ORSPECIFICATIONS SHALL REMAIN WITH THE ARCHITECT WITHOUT PREJUDICE.AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCEOF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

OVERALLFIRE ACCESS &ACCESSIBLEPATH OF TRAVELSITE PLAN
FH - FIRE HYDRANT (EXISTING)FIRE ACCESS ROAD·20' WIDE·20' INSIDE RADIUS·42' OUTSIDE RADIUSACCESSIBLE PATH OF TRAVELGATE 'N'GATE 'E'

GATE 'G'GATE 'C'GATE 'D'GATE 'O'GATE 'R'
GATE 'S'VEHICULAR GATE REQUIRESFIRE KNOX BOX @LOCATIONS NOTED AS'GATE' BLUE FONT.

GATE 'B'
2024-02-08Misc. Corrections to 2nd EntitlementSubmittalA A

GATE 'F'GATE 'L'

GATE 'H'GATE 'I'

GATE 'T'GATE 'P'GATE 'J'

GATE 'K'GATE 'M'

GATE 'A'
E:\Projects-DRA\22000\22020\Autocad-Design\Site\22020_site_55.dwg, 4/22/2024 3:08:26 PM, AutoCAD PDF (General Documentation).pc3

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3
Potential MezzanieArea

WINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOW ABOVE
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL Building 1ABuilding 1BPOTENTIAL DEMISE WALL
Potential MezzanieArea

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEWINDOW ABOVE

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVE

WINDOWS ABOVE

WINDOWS ABOVE
Building 2
LAKE CENTER DRIVE (Private)

SUSAN STREET

LAKE CENTER DRIVE
11'-6" 16'40'
16'40'
16'40'
16'40'
16'40'40'16'
12'typ.15'typ.STAGINGAREA

STAGINGAREASTAGINGAREA

STAGINGAREA
STAGINGAREASTAGINGAREAR42'
R42' R42'
11'-6"
11'-6"
11'-6"
11'-6"
R42'R42'
R42' R42'
11'-6"
11'-6"
11'-6"

REFERENCE NORTH
TRUE NORTHSCALE: 1"=50'02650100200
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

NOTES CITY TRASHCOLLECTION INFORMATION:

E:\Projects-DRA\22000\22020\Autocad-Design\Site\22020_site_55.dwg, 4/22/2024 3:08:32 PM, AutoCAD PDF (General Documentation).pc3 2EVC10
9 1H2H
1HVEV1HEV2
10 37
99 10
10 1HV1HVEV5H1HEV3 9EV
22 10
12 8
10 6
10 8 7
6 85'5'-2"
51'9'-4"
9 23'-11"
374'
100'-7"
7'-11"
84'-1"5'76'-6"
18'35'
96'
10'
367'-8"
336'-10"
66'-3"
60'30'12'-4"241'-6"
10'-1"18'
11'-2"10'18'
18'
56'-10"
8'27'-10"5'
30'-8"9'9'9'9'
76'-6" 9'
85'
5'
51'
29'-11"
17'
40'-1"27'-8" 48' 5'
85'5' 76'-6"85'27' 5'
59'-6"
5' 9'-11"22'-11"76'-6"
10'-3" 23'
10'-10"
8'-3"
6'-8"
18'
10'-2"
9'-11"
269'-4"
10'
5'68'10'
10'-5"
10' 18'18'12'-8"18'
29'-1"
18'18'
23'
23'5'34'-5"59'-6"35'26'-1"7'-3"5'85'102'5'85'
45'-1"
79'-6"
102'18'-2" 5'5' 8'9'9' 35'9'9'
130'
361'-1"
15'-1"23'
9'-11"18'
18'
23'18'15'-2"
FH
FH
FHR25'
R25'
R25'
R25'
R25'R25'
9'9'5'9'8'
61'

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3Potential MezzanieAreaWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOW ABOVE
3-HOUR FIRE RATED WALL
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL Building 2A
POTENTIAL DEMISE WALLBuilding 2B
Potential MezzanieArea
Potential MezzanieArea

WINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVE

WINDOWS ABOVE

WINDOWS ABOVE
Building 2
1HV2H27'-10"8'9'
18'42'-6"
9'5'9'9'5'9'
LAKE CENTER DRIVE (Private)

SUSAN STREET
19'-10"35'-8"
40'-1"
7 755
5'59'-6"
5'42'-5"68'5'59'-6"
5EV9'
9'2'
2'
2'2'2'
2'
2'
10'12'16'18'
2'
135'10' 16'
8'8'
8'32'24'
22'30'30'22'
95'-1" 25'25'
15'15'
25'8'-6"typ.u.n.o.33'
40'-1"
63'-5"
8'12'
5' 5'710
8 9
735'
85'85' 76'-6"
24'-6"43'
59'-6"
5'40'68' 59'-6"20'-3"5'-8"11'-6"
76'-3"231'-8"
154'-5"
172'
1HV1H5EV
9'-5"
391'-1"10'3'-6"8'-4"9'8'9'25'-6"1HV1H 10'-6"
30'8'13'-3"2'23'18'15'-3"
12'-9"
10'-4"13'-1"2'
11'-8"
44'-3"40'-8"
61'-4"60'-1"68'-9"
40'-3"

REFERENCE NORTH

TRUE NORTH
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

DRAARCHITECTS
a California general partnership3315 Fairview RoadCosta Mesa, California 92626 3100 Lake Center DriveSanta Ana, CaliforniaAPN: 414-261-01APN(S): 414-272-09; 414-272-10South CoastTechnology Center C.J.Segerstrom & Sons
2023-08-211st Submittal Site Plan Review2024-01-222nd Submittal Site Plan Review2024-03-08Mtg. City - Bldg. 1 Fire Access &Bldgs 2 & 3 Unlimited Area2024-04-083rd Submittal Site Plan Review2024-04-23Slip Sheet Changes for Bldg. 3 SCALE: 1"=30'0153060120
BUILDINGS 2 & 3ENLARGED SITE PLANA-1.5
BUILDINGS 2 & 3ENLARGEDSITE PLAN
NEW ROLL'G WROUGHT IRON GATES W/ GATE CONTROLLERNEW BIKE RACKS SEE TABULATIONS FOR QUANTITIESNEW WROUGHT IRON FENCE, 8'-0" HIGH, SEENEW MONUMENT SIGNNEW CONCRETE TILT UP SCREEN WALL, 8'-0" HIGH, SEENEW WROUGHT IRON MAN GATETRUCK DRIVE ENTRYWROUGHT IRON GATES TO REMAIN OPEN DURING BUSNESS HOURSVISITOR DRIVE ENTRYNEW ROLL'G WROUGHT IRON (CURVED SPIKE) GATES W/ GATECONTROLLER NEW LANDSCAPE AREA WITHIN PROPERTYNEW CONCRETE TRUCK RAMP W/ CONCRETETILT-UP, HANDRAILSNEW STAIRS W/ CONCRETE TILT-UP HANDRAILSNEW ACCESSIBLE RAMP W/ CONCRETE TILT-UPHANDRAILSKEYNOTES - NEW SITE CONDITIONSNEW PROPERTY LINENEW CURBNEW CONCRETE WALKWAYNEW ACCESSIBLE PATH OF TRAVEL RAMPNEW DRIVE ENTRY APPROACHNEW ACCESSIBLE PATH OF TRAVEL PAINTEDSTRIPING16N 7N 1N2N3N4N5N6NNEW PARKING AISLE AND PARKING SPACE PAVINGNEW CONCRETE SLAB AREANEW SITE LIGHTING FIXTURE, WITH GLARE SHIELDSTO AVOID LIGHT INTRUSION ONTO OTHERPROPERTIESNEW 8'-0' HIGH TRASH ENCLOSURE CONCRETETILT-UP WALL; SWINGING GATES & ROOF, SEE -NEW TRANSFORMERNEW CONCRETE WHEEL STOPNEW CONCRETE OUTDOOR PATIO AREA-BLDG. 1 = 1,210 SF-BLDG. 2 = 707 SF-BLDG. 3 = 895 SF 15N
12N11N
14N
8N9N10N
17N18N19N20N21N23N24N 13N25N26N27N28N
NEW 15'x15' SIGHT TRIANGLE AT VEHICULARACCESS DRIVES.NEW 25' X25' DEDICATION FOR PUBLIC STREETPURPOSES AT STREET CORNERSNEW PARKING LOT LIGHT POLES TO BECONTEMPORARY AND COMPATIBLE WITHARCHITECTURE OF THE BUILDINGNEW FIRE HYDRANT30N29N31N32N EXIST. CENTER LINE OF EXISTING STREETEXIST. PUBLIC CURBEXIST. PUBLIC SIDEWALK TO REMAINEXIST. PROPERTY LINEEXIST. FIRE HYDRANTEXIST. PROPERTY LINE TO BE RELOCATEDEXIST.STREET LIGHTING EXIST. DRIVE ENTRYEXIST. RAIL ROAD TRACK1E2E3E4E5E6E
-BLDG. 3 = 895 SFKEYNOTES - EXIST. SITE CONDITIONS8E
7E9EPARKING LEGEND:STANDARD PARKING SPACE NUMBERACCESSIBLE PARKING SPACE NUMBERVAN ACCESSIBLE PARKING SPACE NUMBEREV CHARGING STATION SPACE NUMBER - WIREDACCESSIBLE-EV CHARGING STATION SPACENUMBER - WIREDVAN ACCESSIBLE-EV CHARGING STATION SPACENUMBER -WIRED 11H1HV1EV1HEV1HVEV
NEW ROLL'G WROUGHT IRON GATES W/ GATE CONTROLLERNEW BIKE RACKS SEE TABULATIONS FOR QUANTITIESNEW WROUGHT IRON FENCE, 8'-0" HIGH, SEENEW MONUMENT SIGNNEW CONCRETE TILT UP SCREEN WALL, 8'-0" HIGH, SEENEW WROUGHT IRON MAN GATETRUCK DRIVE ENTRYWROUGHT IRON GATES TO REMAIN OPEN DURING BUSNESS HOURSVISITOR DRIVE ENTRYNEW ROLL'G WROUGHT IRON (CURVED SPIKE) GATES W/ GATECONTROLLER NEW LANDSCAPE AREA WITHIN PROPERTYNEW CONCRETE TRUCK RAMP W/ CONCRETETILT-UP, HANDRAILSNEW STAIRS W/ CONCRETE TILT-UP HANDRAILSNEW ACCESSIBLE RAMP W/ CONCRETE TILT-UPHANDRAILSKEYNOTES - NEW SITE CONDITIONSNEW PROPERTY LINENEW CURBNEW CONCRETE WALKWAYNEW ACCESSIBLE PATH OF TRAVEL RAMPNEW DRIVE ENTRY APPROACHNEW ACCESSIBLE PATH OF TRAVEL PAINTEDSTRIPING16N 7N 1N2N3N4N5N6NNEW PARKING AISLE AND PARKING SPACE PAVINGNEW CONCRETE SLAB AREANEW SITE LIGHTING FIXTURE, WITH GLARE SHIELDSTO AVOID LIGHT INTRUSION ONTO OTHERPROPERTIESNEW 8'-0' HIGH TRASH ENCLOSURE CONCRETETILT-UP WALL; SWINGING GATES & ROOF, SEE -NEW TRANSFORMERNEW CONCRETE WHEEL STOPNEW CONCRETE OUTDOOR PATIO AREA-BLDG. 1 = 1,210 SF-BLDG. 2 = 707 SF-BLDG. 3 = 895 SF 15N
12N11N
14N
8N9N10N
17N18N19N20N21N23N24N 13N25N26N27N28N
NEW 15'x15' SIGHT TRIANGLE AT VEHICULARACCESS DRIVES.NEW 25' X25' DEDICATION FOR PUBLIC STREETPURPOSES AT STREET CORNERSNEW PARKING LOT LIGHT POLES TO BECONTEMPORARY AND COMPATIBLE WITHARCHITECTURE OF THE BUILDINGNEW FIRE HYDRANT30N29N31N32N EXIST. CENTER LINE OF EXISTING STREETEXIST. PUBLIC CURBEXIST. PUBLIC SIDEWALK TO REMAINEXIST. PROPERTY LINEEXIST. FIRE HYDRANTEXIST. PROPERTY LINE TO BE RELOCATEDEXIST.STREET LIGHTING EXIST. DRIVE ENTRYEXIST. RAIL ROAD TRACK1E2E3E4E5E6E
-BLDG. 3 = 895 SFKEYNOTES - EXIST. SITE CONDITIONS8E
7E9E
NEW ROLL'G WROUGHT IRON GATES W/ GATE CONTROLLERNEW BIKE RACKS SEE TABULATIONS FOR QUANTITIESNEW WROUGHT IRON FENCE, 8'-0" HIGH, SEENEW MONUMENT SIGNNEW CONCRETE TILT UP SCREEN WALL, 8'-0" HIGH, SEENEW WROUGHT IRON MAN GATETRUCK DRIVE ENTRYWROUGHT IRON GATES TO REMAIN OPEN DURING BUSNESS HOURSVISITOR DRIVE ENTRYNEW ROLL'G WROUGHT IRON (CURVED SPIKE) GATES W/ GATECONTROLLER NEW LANDSCAPE AREA WITHIN PROPERTYNEW CONCRETE TRUCK RAMP W/ CONCRETETILT-UP, HANDRAILSNEW STAIRS W/ CONCRETE TILT-UP HANDRAILSNEW ACCESSIBLE RAMP W/ CONCRETE TILT-UPHANDRAILSKEYNOTES - NEW SITE CONDITIONSNEW PROPERTY LINENEW CURBNEW CONCRETE WALKWAYNEW ACCESSIBLE PATH OF TRAVEL RAMPNEW DRIVE ENTRY APPROACHNEW ACCESSIBLE PATH OF TRAVEL PAINTEDSTRIPING16N 7N 1N2N3N4N5N6NNEW PARKING AISLE AND PARKING SPACE PAVINGNEW CONCRETE SLAB AREANEW SITE LIGHTING FIXTURE, WITH GLARE SHIELDSTO AVOID LIGHT INTRUSION ONTO OTHERPROPERTIESNEW 8'-0' HIGH TRASH ENCLOSURE CONCRETETILT-UP WALL; SWINGING GATES & ROOF, SEE -NEW TRANSFORMERNEW CONCRETE WHEEL STOPNEW CONCRETE OUTDOOR PATIO AREA-BLDG. 1 = 1,210 SF-BLDG. 2 = 707 SF-BLDG. 3 = 895 SF 15N
12N11N
14N
8N9N10N
17N18N19N20N21N23N24N 13N25N26N27N28N
NEW 15'x15' SIGHT TRIANGLE AT VEHICULARACCESS DRIVES.NEW 25' X25' DEDICATION FOR PUBLIC STREETPURPOSES AT STREET CORNERSNEW PARKING LOT LIGHT POLES TO BECONTEMPORARY AND COMPATIBLE WITHARCHITECTURE OF THE BUILDINGNEW FIRE HYDRANT30N29N31N32N EXIST. CENTER LINE OF EXISTING STREETEXIST. PUBLIC CURBEXIST. PUBLIC SIDEWALK TO REMAINEXIST. PROPERTY LINEEXIST. FIRE HYDRANTEXIST. PROPERTY LINE TO BE RELOCATEDEXIST.STREET LIGHTING EXIST. DRIVE ENTRYEXIST. RAIL ROAD TRACK1E2E3E4E5E6E
-BLDG. 3 = 895 SFKEYNOTES - EXIST. SITE CONDITIONS8E
7E9E
E:\Projects-DRA\22000\22020\Autocad-Design\Site\22020_site_55.dwg, 4/22/2024 3:08:39 PM, AutoCAD PDF (General Documentation).pc3 FH

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3Potential MezzanieAreaWINDOWS ABOVEKNOCK-OUT PANELS BELOW 3-HOUR FIRE RATED WALL
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL 40'
R40'
R40'R40'
R60'R40'R60'R60'R60'
R60'
60'-5"R60'
R60'R60'

REFERENCE NORTH

TRUE NORTH
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3Potential MezzanieAreaWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOW ABOVE
3-HOUR FIRE RATED WALL
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL Building 1ABuilding 1BPOTENTIAL DEMISE WALL
Potential MezzanieArea

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEWINDOW ABOVE

OUTDOOR TRELLIS AREA
Building 1
WAREHOUSEAREA - 107,230 s.f.OCCUP. TYPE - S1OCCUP. LOAD - 215MAX.TRAVEL DIST. - 250'-0" (500 s.f.)2 EXIT REQ.

Building 2A
POTENTIAL DEMISE WALLBuilding 2B
Potential MezzanieArea
Potential MezzanieArea

WINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVE

WINDOWS ABOVE

WINDOWS ABOVE
Building 2LAKE CENTER DRIVE (Private)

SUSAN STREET

LAKE CENTER DRIVE

REFERENCE NORTH
TRUE NORTHSCALE: 1"=50'02650100200
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

WINDOW ABOVEWINDOW ABOVEWINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEWINDOW ABOVE
Building 3Potential MezzanieAreaWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOW ABOVE
3-HOUR FIRE RATED WALL
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL3-HOUR FIRERATED WALL3-HOUR FIRERATED WALL NOT LESS THAN 3-HOUR PROTECTEDOPENINGS

WINDOW ABOVE
3-HOUR FIRERATED WALL
3-HOUR FIRE RATED WALL

WINDOW ABOVE
FAUX WINDOW AT MEZZ.LEVELWALL WILL STILL BE 3-HOURFIRE RATED WALL Building 1ABuilding 1BPOTENTIAL DEMISE WALL
Potential MezzanieArea

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEWINDOW ABOVE

WINDOW ABOVEKNOCK-OUT PANEL BELOWWINDOW ABOVEKNOCK-OUT PANEL BELOW

WINDOW ABOVEWINDOW ABOVE

OUTDOOR TRELLIS AREA
Building 1
Building 2A
POTENTIAL DEMISE WALLBuilding 2B
Potential MezzanieArea
Potential MezzanieArea

WINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOW

WINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVEKNOCK-OUT PANELS BELOWWINDOWS ABOVE

WINDOWS ABOVE

WINDOWS ABOVE
Building 2LAKE CENTER DRIVE (Private)

SUSAN STREET

LAKE CENTER DRIVE

REFERENCE NORTH
TRUE NORTHSCALE: 1"=50'02650100200
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

RESERVED

LOADING ZONE ONLY

RESERVED
OC 405 GUESTPARKING ONLYCARPOOLOC 405 GUESTPARKING ONLYCARPOOLOC 405 GUESTPARKING ONLYCARPOOLOC 405 GUESTPARKING ONLYCARPOOLOC 405 GUESTPARKING ONLYCARPOOL OC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLY OC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLYOC 405PARKINGONLY CAL TRANSPARKINGONLYCAL TRANSPARKINGONLYCAL TRANSPARKINGONLY CAL TRANSPARKINGONLYCAL TRANSPARKINGONLYCAL TRANSPARKINGONLYOC 405PARKINGONLY OC 405PARKINGONLY

NO PARKING

NO PARKINGNO PARKING

NO PARKING
~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~~FG~
~FG~
~AC~
~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~FG~~FG~
~FG~
~FG~~FG~
~FG~~FG~~FG~~FG~
~FG~
~FG~~FG~
~FG~
~FG~
~FG~~FG~
~FG~
~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~~FG~~FG~~FG~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~ ~SW~~SW~~SW~~SW~~SW~~SW~
~POND~
~POND~
~POND~~POND~
UNITED HEALTH GROUP BUILDING3110 W LAKE CENTER DRSANTA ANA, CA 92704 OC 405 PARTNERS JOIN VENTURE BUILDING3100 W LAKE CENTER DR, SANTA ANA, CA 92704 ~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~~CONC~~CONC~~CONC~~CONC~
~NG~ ~NG~~NG~
~NG~
~NG~
~NG~
~NG~
~NG~
~SW~
~SW~
~SW~
~SW~
43 43
4343
43 43
43434241403938
43 38
3737
38394041424343
36 37
36 36
37 37
37 37
37 37
38 38
38 3838
37 37 37
38 37
PARKINGSTRUCTUREPARKINGSTRUCTURE~9.5' HIGH~
PARKINGSTRUCTURE~9.5 HIGH

POND WITH FOUNTAIN FEATURES

CARPOOLCARPOOL
37 37
EL BOX

HEAVILY SHRUBBEDENTINTY W FABRIC FENCING
CMU WALLENCLOSURE~6' TALLCMU WALLENCLOSURE~9' TALL
CONC WALLENCLOSURE~5.75' TALL

37.11 RIM
SSMH37.18 RIMSDMH36.96 RIM
WV (2)37.10 RIM
WV37.22 RIM
CATCHBASIN36.95 FLCATCHBASIN36.53 FL
SDMH37.32 RIM
SDMH37.48 RIM
WV36.93 RIMWV36.77 RIMSSMH37.02 RIMSDMH36.33 RIM
WV36.59 RIM
WV36.35 RIM
WV36.29 RIM
WV36.44 RIM
SDMH36.73 RIM
TELE MH35.52 RIM
SDMH35.98 RIM
WV37.07 RIM
WV36.21 RIM
SDMH36.41 RIMCATCHBASIN36.12 FL TRANSFORMERAND PULLBOX

TRANSFORMERAND PULLBOX
FH
LPLP

FHLPSIGN
CONC WALL~3' TALL
UT RISEROPENINGSIGNEL SF EV CHARGSTA (TYP 3)LP
LP
FHFHLP

LPEL SF

W SFBFP

FHWMBIKERACK
SIGN
LPSIGN

UT VLTUKN
WM

LPUT VLTUKNWM
LP

METALGRATE
EL VLT
SIGN
UT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND EL PB

FDCPIVEL PB
LIGHTTYP (2)EL SFW/IRRVALVE SYS
SIGN

W/IRRVALVE SYS

TRENCHDRAIN
SIGNTYP (5)EL PBCOMM PB
ICV
SIGN
ICVICV
ICV
SIGN

ICVSIGNPIVFDCUT OUTLETTELEPHONEFEATURE
UT VLTUKNSIGNTYP (4)ICV ICV (2)
FHSIGN
ICV
CONC PED10"Ø

LPLPSIGNLP
CONC PED10"Ø
FIRE EXTINGUISHERBOL TYP (2)
FIRE EXTINGUISHERBOL TYP (2)
FIRE HOSEBOL TYP (2)FIRE EXTINGUISHERBOL TYP (2)LPLP
FIRE EXTINGUISHERBOL TYP (2)HOSE SFBOL TYP (4)

EL OUTLET
EL BOX

IRR BOXEL SFW RISERVALVE
EL SF
CONC PED10"Ø
CONC PED10"Ø
CONC PED10"Ø CONC PED10"Ø TYP (3)
CONC PED10"Ø

LPLPLPWHEELSTOP
CURBDRAINCURBDRAINCURB DRAINTYP (2)CURBDRAIN
CURB DRAINTYP (2)
ICV
CURB DRAINTYP (2)

CURBDRAIN

CURBDRAIN
CURBDRAINTYP (2)

CURBDRAIN
CURBDRAINTYP (8)
DRAIN TO POND(2)
DRAIN TO POND(2)
DRAIN TO POND(2)

DRAINTO PONDDRAINTO PONDDRAINTO POND
DRAINTO POND(2)
POND WATER FEATURETYP (3)
SDMH37.12 RIM
SDMH35.75 RIMCATCHBASIN35.20 FLLP
CATCHBASIN36.59 FL

EL PB CONC

SCAB-ONCURB RAMPSCAB-ONCURB RAMP

SCAB-ONCURB RAMP

PARALLELCURB RAMP

39.00 TC38.45 EG37.92 FL

37.74 TC37.19 EG37.07 FL

37.26 TC37.19 EG37.40 TC36.98 FS

37.37 TC37.37 EG37.27 FL

37.69 TC37.36 FS

37.67 EC

37.83 EC

38.03 EC

38.02 EC37.67 EC

38.22 TC37.95 FS

37.10 TC36.78 FS

36.78 TC36.52 FS

37.19 TC36.81 FS

38.29 TC37.86 FS

37.17 TC36.76 EG36.68 FL

37.11 TC36.58 FS

36.94 TC36.78 FS

37.11 TC36.87 FS

37.30 TC36.84 EG36.78 FL

37.43 TC36.98 EG/FL

37.90 EC

37.84 EC

37.60 EC

37.47 EC

37.04 EC
LP
GUTTER DRAIN~33.4 RIM~32.77 FL~27.13 INV IN NW~26.5 INV OUT E

TRENCH DRAIN
CONC PED10"ØCONC PED10"Ø
FIRE EXTINGUISHERBOL (2)
RECORD SD MH~37.3 RIM~28.2 INV IN N~27.88 INV IN W~27.61 INV IN S~27.1 INV OUT E 64'32'8'
24'

5.7' WIDESIDEWALK

5.4' WIDESIDEWALK
(38.39)FS
(37.80)FS
(37.57)FS
(37.99)FS(37.77)FS
(37.57)FS
(37.34)FS
(36.91)EG
(37.93)FS
(36.65)FS

35.68FS

36.50 TC36.00 FS
(38.12)FS
BUILDING 339.00±FF

LAKE CENTER DR(PRIVATE)

39.00FF

39.00FS39.00FS

39.00FF

39.00FF 39.00FF39.00 FF35.00 FS39.00 FF35.00 FS

36.20FS

37.00 FS

35.30 TC34.80 FS2%

4.0%38.80 TC38.30 FS
(37.63)FS

1.5%

38.80 TC38.30 FS

1.5%

38.03 FS38.30FS/TC

38.30FS/TC

38.03 FS

1.5%3.6%

39.50 TC39.00 FS
2%

36.00 TC35.50 FS

37.40 FS

34.00 TC33.50 FS

34.50 TC34.00 FS

38.15 TC37.65 FS

38.80 TC38.30 FS

0.5% 0.5%

36.55 FS
R
R
R
R R

1.8%

1.8%
2%
2% 2
2 2
2 4 4
2 2
2 2
2 2
2 4 4 4
2 2
2 2
9 9
1 7
11 6
6 6666666666
666
6 7
5 5
5 99999
9 9 9
55 5 5
5 5
5 5
5 5 5
9 3
3 3
3 3
3 3
3 3 3
3 3
3 3
3 33.0%

3.0%36.50 TC36.00 FS 1010

1.5%

37.65TC/FS

39.00FF4%38.80 TC38.30 FS
(36.26)FS
(37.30)FS2.1%

0.5%
10 10
7 7
10 ~(35.00)FG
~(33.00)FG (34.88)FS(35.32)FS
1INSTALL CONCRETE DRIVEWAY.2INSTALL AC PAVEMENT.3INSTALL PEDESTRIAN PCC PAVEMENT.4INSTALL VEHICULAR PCC PAVEMENT.5INSTALL 6" CURB.6INSTALL BIORETENTION WITHUNDERDRAIN BMP (BIO-1) OREQUIVALENTLY SIZED FLOW BASEDPROPRIETY BIOTREATMENT DEVICE.7INSTALL ADA COMPLIANT CURB RAMPWITH TRUNCATED DOMES. 8INSTALL ADA RAMP WITH HAND RAILS. 9INSTALL CURB AND GUTTER. INCLUDECURB CUTS WHERE NECESSARY FORBMP CONNECTION. 10INSTALL CONCRETE RIBBON GUTTER.11INSTALL STAIR WITH 6" RISER ANDRAILING.

CONSTRUCTION NOTES

1.THIS SITE WILL BE DESIGNED ANDCONSTRUCTED IN ACCORDANCE WITH THECALIFORNIA REGIONAL WATER QUALITYCONTROL BOARD SANTA ANA REGIONORDER NO. R8-2009-0030 DISCHARGEREQUIREMENTS (MS4 PERMIT).2.PRIOR TO THE ISSUANCE OF FINALCERTIFICATE OF OCCUPANCY, THEAPPLICANT IS TO 1) SUBMIT AND HAVEAPPROVED DESIGN PLAN FOR THECONSTRUCTION/RELOCATION OF ANYPUBLIC UTILITIES (I.E. WATER, FIRE, SEWER,STORM, ETC.), 2) OBTAIN A STREET WORKPERMIT, 3) CONSTRUCT ALLAFOREMENTIONED IMPROVEMENTS, AND 4)HAVE THE IMPROVEMENTS ACCEPTED BYTHE CITY ENGINEER AND /OR HISREPRESENTATIVE PRIOR TO THE ISSUANCEOF FINAL CERTIFICATE OF OCCUPANCY,UNLESS RELEASE IS APPROVED BY CITY OFSANTA ANA VIA OTHER MEANS.3.PENDING FINAL DESIGN, CROSS-LOTDRAINAGE WILL REQUIRE THE RECORDINGOF A COVENANT AND/OR CROSS-LOTRECIPROCAL DRAINAGE EASEMENT,REVIEWED AND APPROVED BY THE CITY OFSANTA ANA.4.ALL TRAFFIC IMPROVEMENTS WILL BECOMPLETED PRIOR TO ISSUANCE OF FINALCERTIFICATE OF OCCPANCY.

GENERAL NOTES
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020MI
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 JB2024-04-23

GRADING PLAN
C-3.3
R
04/22/2024

COMPACTCOMPACTCOMPACT
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~AC~~AC~
~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~POND~
~POND~
~POND~
35 35
36 37
38 38
3637
37 37
38 38
37 37
37 34
CMU WALL4.2' TALL
WV34.43 RIMWV34.41 RIMCATCHBASIN33.80 FLSDMH34.54 RIM
CATCHBASIN34.13 FLSDMH34.66 RIM
TELE MH34.77 RIM
SSMH37.13 RIM
WV37.08 RIMWV37.17 RIM
WV37.95 RIM
WV37.11 RIM
WV (2)37.21 RIMSDMH37.40 RIMSSMH37.47 RIM
CATCHBASIN36.95 FLCATCHBASIN36.53 FL
SDMH37.32 RIM
SDMH37.48 RIM
SDMH37.37 RIM
FH
UT CAN
LP
TELE MH37.78 RIMTELE MH37.84 RIMFH LP
SIGN
SIGN
LP
SIGN
EL PB
UT VLT

LPEL PBTELE PB
SIGN
LP

LP EL VLT
LIGHTFEAT (TYP 2)SIGNSIGN
ICVLP
EL VLT
SIGN
CONC PED10"Ø TYP(12)UT LINE OBSCUREDBY POND (2)UT FEATURE OBSCUREDBY POND EL PB
PIPE

W/IRRVALVE SYS

TRENCHDRAIN
DRAIN TO POND(2)
DRAIN TO POND(2)
DRAINTO POND(2)DRAINTO POND

PARALLELCURB RAMP

PERPENDICULARCURB RAMP

PARALLELCURB RAMP

37.15 FL

37.99 TC37.71 FS37.96 TC37.67 FS

34.72 TC 34.31 EG34.14 FL

34.50 TC33.94 EG

34.65 TC34.25 EG34.16 FL

34.59 TC34.18 EG

35.24 TC34.69 EG34.59 FL

36.58 TC36.21 EG36.05 FL

37.09 TC36.62 EG36.53 FL

37.80 TC37.30 EG/FL

37.89 TC37.50 EG37.31 FL

38.35 TC37.89 EG37.74 FL39.00 TC38.45 EG37.92 FL

37.74 TC37.19 EG37.07 FL

37.26 TC37.19 EG

37.70 TC37.19 EG37.07 FL38.05 TC37.78 FS

37.37 TC37.37 EG37.27 FL

35.13 EC36.83 EC37.97 EC

38.59 EC

37.67 EC

37.83 EC

38.03 EC

38.65 EC 35.67 ECICVICV
30'
64'32'
8'
64'32'8'
64'32'8'
24'24'
24'

5.5' WIDESIDEWALK5.7' WIDESIDEWALK5.6' WIDESIDEWALK

5.7' WIDESIDEWALK

5.4' WIDESIDEWALK

5.3' WIDESIDEWALK5.4' WIDESIDEWALK5.4' WIDESIDEWALK

5.4' WIDESIDEWALK

LAKE CENTER DRPRIVATE

LAKE CENTER DR

SUSAN ST
C-3.5E

EXISTING PUBLIC LIGHTPOLE TO BE PROTECTED INPLACE AND FIXTURESUPDATED TO LEDNEW PUBLICLIGHT POLENEW PUBLICLIGHT POLENEW PUBLICLIGHT POLE

NEW PUBLICLIGHT POLE
NEW CONC DRIVEWAY -STD APPROACH CASE 2(MODIFIED AS SHOWN) NEW TYPE I CURB RAMPPER CITY OF SANTA ANASTANDARD PLAN NO. 1122

NEW PUBLICRIGHT-OF-WAY LINE
64'32'
8'
64'32'8'
64'32'
8'

EXISTING CURB,GUTTER, ANDSIDEWALKTO REMAIN
EXISTINGCURB,GUTTER, ANDSIDEWALK TOREMAIN35'77' RELOCATE EXISTINGLIGHT POLE.REPLACE EXISTINGFIXTURE WITH LEDFIXTURE EXISTING PUBLICRIGHT-OF-WAY LINE NEW TYPE I CURB RAMPPER CITY OF SANTA ANASTANDARD PLAN NO. 1122 25' x 25' CORNER CUT-OFFDEDICATED FOR CITY OFSANTA ANA PUBLICSTREET PURPOSES

NEW PUBLICLIGHT POLE
NEW CONC DRIVEWAY -STD APPROACH CASE 2(MODIFIED AS SHOWN)8' 35'85'NEW 8" CURBAND GUTTER

EXISTINGCURB,GUTTER, ANDSIDEWALK TOREMAIN

EXISTING PAVEMENT TOREMAIN IN LAKE CENTER(PRIVATE)EXISTING PAVEMENT TOREMAIN IN LAKE CENTER(PRIVATE)

EXISTING PAVEMENT TOREMAIN IN LAKE CENTER(PRIVATE)

EXISTING PAVEMENT TOREMAIN IN LAKE CENTER(PRIVATE)
EXCEPTION 19
EXCEPTION 17
EXCEPTION 17
31 32
33 34
SCALE:VERTICAL: 1" = 1'HORIZONTAL: 1" = 10'E-
30 35
36 LAKE CENTER DRIVE (PRIVATE)37
38 25
26 24
25 26
24 31
32 33
34 30
35 36
37 38 64'
SO CAL EDISONLINE2'
32'TYP24'TYP 5.5' EXISTINGCONCRETESIDEWALKTYP2'TELECOM LINE 2" SO CAL GASLINE3'

5.64'

EXISTING CONCRETECURB AND GUTTERTYP

EXISTINGLANDSCAPE
10" ACPWATER LINE17'
24" RCPSTORM LINE14'
8" VCPSEWER LINE5'
LANDSCAPEOR BMPSEE SHEET C-6.18'

EXISTINGASPHALTROADWAY TOREMAIN
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020MI
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 JB2024-04-23

OFFSITEIMPROVEMENTPLAN
MATCHLINE - SEE SHEET C-3.6
1" = 20'2001020
MATCHLINE - SEE SHEET C-3.4
UTILITIESUNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY. LACKING EXCAVATION AND SOURCE INFORMATION, THE EXACTLOCATION AND DEPTHS OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED.UTILITIES ARE DRAWN PER RECORD DOCUMENTATION PROVIDED BY THE CITY OF SANTA ANA.

GENERAL NOTES1.THIS SITE WILL BE DESIGNED ANDCONSTRUCTED IN ACCORDANCE WITH THECALIFORNIA REGIONAL WATER QUALITYCONTROL BOARD SANTA ANA REGIONORDER NO. R8-2009-0030 DISCHARGEREQUIREMENTS (MS4 PERMIT).2.PRIOR TO THE ISSUANCE OF FINALCERTIFICATE OF OCCUPANCY, THEAPPLICANT IS TO 1) SUBMIT AND HAVEAPPROVED DESIGN PLAN FOR THECONSTRUCTION/RELOCATION OF ANYPUBLIC UTILITIES (I.E. WATER, FIRE, SEWER,STORM, ETC.), 2)OBTAIN A STREET WORKPERMIT, 3) CONSTRUCT ALLAFOREMENTIONED IMPROVEMENTS, AND 4)HAVE THE IMPROVEMENTS ACCEPTED BYTHE CITY ENGINEER AND /OR HISREPRESENTATIVE PRIOR TO THE ISSUANCEOF FINAL CERTIFICATE OF OCCUPANCY,UNLESS RELEASE IS APPROVED BY THECITY OF SANTA ANA VIA OTHER MEANS.3.PENDING FINAL DESIGN, CROSS-LOTDRAINAGE WILL REQUIRE THE RECORDINGOF A COVENANT AND/OR CROSS-LOTRECIPROCAL DRAINAGE EASEMENT,REVIEWED AND APPROVED BY THE CITY OFSANTA ANA.4.ALL TRAFFIC IMPROVEMENTS WILL BECOMPLETED PRIOR TO ISSUANCE OF FINALCERTIFICATE OF OCCUPANCY.5.STRIPING TO BE REPLACED IN KIND.

LEGEND EXISTING PROPERTY LINE EXISTING CENTER LINE HARDSCAPE LANDSCAPE 2" GRIND AND OVERLAY ASPHALT REPLACEMENT ASPHALT REPLACEMENT PER PAVEMENT CONSULTANT RECOMMENDATIONS C-3.5
04/22/2024

RESERVED

LOADING ZONE ONLY

NO PARKING

NO PARKINGNO PARKING

POND WITH FOUNTAIN FEATURES

CARPOOLCARPOOL
37 37
EL BOX

HEAVILY SHRUBBEDENTINTY W FABRIC FENCING
CMU WALLENCLOSURE~6' TALLCMU WALLENCLOSURE~9' TALL
CONC WALLENCLOSURE~5.75' TALL

TRANSFORMERAND PULLBOX
FH
LPLP

FHLPSIGN
CONC WALL~3' TALL
UT RISEROPENINGSIGNEL SF EV CHARGSTA (TYP 3)LP
LP
FHFHLP

LPEL SF

W SFBFP

FHWMBIKERACK
SIGN
LPSIGN

UT VLTUKN
WM

LPUT VLTUKNWM
LP

METALGRATE
EL VLT
SIGN
UT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND EL PB

FDCPIVEL PB
LIGHTTYP (2)EL SFW/IRRVALVE SYS
SIGN

W/IRRVALVE SYS

TRENCHDRAIN
SIGNTYP (5)EL PBCOMM PB
ICV
SIGN
ICVICV
ICV
SIGN

ICVSIGNPIVFDCUT OUTLETTELEPHONEFEATURE
UT VLTUKNSIGNTYP (4)ICV ICV (2)
FHSIGN
ICV
CONC PED10"Ø

LPLPSIGNLP
CONC PED10"Ø
FIRE EXTINGUISHERBOL TYP (2)
FIRE EXTINGUISHERBOL TYP (2)
FIRE HOSEBOL TYP (2)FIRE EXTINGUISHERBOL TYP (2)LPLP
FIRE EXTINGUISHERBOL TYP (2)HOSE SFBOL TYP (4)

EL OUTLET
EL BOX

IRR BOXEL SFW RISERVALVE
EL SF
CONC PED10"Ø
CONC PED10"Ø
CONC PED10"Ø CONC PED10"Ø TYP (3)
CONC PED10"Ø

LPLPLPWHEELSTOP
CURBDRAINCURBDRAINCURB DRAINTYP (2)CURBDRAIN
CURB DRAINTYP (2)
ICV
CURB DRAINTYP (2)

CURBDRAIN

CURBDRAIN
CURBDRAINTYP (2)

CURBDRAIN
CURBDRAINTYP (8)
DRAIN TO POND(2)
DRAIN TO POND(2)
DRAIN TO POND(2)

DRAINTO PONDDRAINTO PONDDRAINTO POND
DRAINTO POND(2)
POND WATER FEATURETYP (3)
SDMH37.12 RIM
SDMH35.75 RIMCATCHBASIN35.20 FLLP
CATCHBASIN36.59 FL

EL PB CONC

SCAB-ONCURB RAMPSCAB-ONCURB RAMP

SCAB-ONCURB RAMP

PARALLELCURB RAMP

39.00 TC38.45 EG37.92 FL

37.74 TC37.19 EG37.07 FL

37.26 TC37.19 EG37.40 TC36.98 FS

37.37 TC37.37 EG37.27 FL

37.69 TC37.36 FS

37.67 EC

37.83 EC

38.03 EC

38.02 EC37.67 EC

38.22 TC37.95 FS

37.10 TC36.78 FS

36.78 TC36.52 FS

37.19 TC36.81 FS

38.29 TC37.86 FS

37.17 TC36.76 EG36.68 FL

37.11 TC36.58 FS

36.94 TC36.78 FS

37.11 TC36.87 FS

37.30 TC36.84 EG36.78 FL

37.43 TC36.98 EG/FL

37.90 EC

37.84 EC

37.60 EC

37.47 EC

37.04 EC
LP
GUTTER DRAIN~33.4 RIM~32.77 FL~27.13 INV IN NW~26.5 INV OUT E

TRENCH DRAIN
CONC PED10"ØCONC PED10"Ø
FIRE EXTINGUISHERBOL (2)
RECORD SD MH~37.3 RIM~28.2 INV IN N~27.88 INV IN W~27.61 INV IN S~27.1 INV OUT E 64'32'8'
24'

5.7' WIDESIDEWALK

5.4' WIDESIDEWALK
(39'' RCP SD)(39'' RCP SD)(39'' RCP SD)
(39'' RCP SD)
(27'' RCP SD)(27'' RCP SD)(24'' RCP SD)(24'' RCP SD)(24'' RCP SD) (24'' RCP SD)
(24'' RCP SD)
(24'' RCP SD)
(27'' RCP SD)
(24'' RCP SD)
(24'' RCP SD)
(24'' RCP SD)
(24'' RCP SD)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(18'' RCP SD)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)(10'' ACP W)
(10'' ACP W)
GAS
GASGAS

GASGASGASGASGASGASGAS
GAS
(18'' RCP SD)
(8'' VCP SS)
(8'' VCP SS)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)
(6'' VCP SS)
E
E
E
E
E E
TEL
TEL
TEL
TEL

GASGASGASGASGASGASGASE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS

TELTELTELTELTELTEL
TEL
TEL

TEL TELTELTELTEL
TEL
TEL

GASTELTELTEL TEL
EE
(12'' ACP W)
TEL
TEL
TEL
TEL
E
E
E
E
EE
E
E
E
E
E
E
E
E
6" SS VCP
8" SD PVC8" SD PVC
18" SD RCP8" SD PVC8" SD PVC

LAKE CENTER DR

FWFWFWFWSD SD SD SD SD SD SD

FWFWFWFW
FW
FW
FWFW
///////////////////////////////////////////
/////////////////////////
////
/
/
//
////////////////////////////////////////////////////////// ////////
////////////////
/////
//// / /// ////
//

SDSDSDSD
SD
SDSDSD
SD
SD8(27.10)INV
SD2
SD2
SD2
SD2SD3SD3
SD3SD
SD

SD SD SD
/
SD6
SD6
SD6
SD4
SD4SD4SD4SD4SD4SD4SD4SD4
SD4
SD4SD4SD16
SD16 SD16
SD5SD5SD5SD5SD5SD5SD5SD5SD5
SD5
SD5 SD5
SD5
SD5
SD7
SD7
SD16
SD16
SD9
SD11
SD10
S=0.3%
S=0.3%
S=0.3%S=0.3%
S=0.3% S=0.3% S=0.3%

SD SD SD SD
SD
SD
SDSD16SD16SD16SD16SD16
FW
SS1
SS435.00INVSS2
S=13.8%
DW2FW4
FW1
SS
SS
SS3(25.99)INV
FW2FW1FW6
FW2FW6
FW1
INTERFERING PORTIONS OFEXISTING PUBLIC UTILITIES,INCLUDING WATER SEWER ANDSTORM DRAIN WILL NEED TOBE REMOVED AND EASEMENTSVACATED. PUBLIC WATER ANDSTORM DRAIN TO BEREROUTED AND EASEMENTSRE-ESTABLISHED. SEWERLATERALS SERVINGPROPOSED DEVELOPMENT TOCONNECT TO OFFSITE PUBLICMAINS OR UNAFFECTED MAINSONSITE. (TYP)

POSSIBLE STORMCONNECTION HEREPENDING FINAL DESIGN
EXITING SEWER LATERALCONNECTION TO BEDEMOLISHED IF INTERFERINGWITH PROPOSED WORK.SEWER TO BE ABANDONED INPLACE PAST THEINTERFERENCE(S) /////////////
FW12FW12FW12 FW6
IRR4IRR5
IRR3IRR2
FW5FW10
DW3
DWIRRDW4
DW5DW1
FW11
STORM DRAIN NOTESSD1INSTALL 18" N-12 STORM DRAIN PIPE.SD2INSTALL 24" RCP STORM DRAIN PIPE.SD3INSTALL 27" RCP STORM DRAIN PIPE.SD4INSTALL 12" N-12 STORM DRAIN PIPE.SD5CONNECT TO BMP CATCH BASIN ORUNDERDRAIN.SD6INSTALL MANHOLE PER SPPWCSTANDARD PLAN 321-2.SD7CONNECT TO EXISTING STORM DRAINLINE.SD8CONNECT TO EXISTING STORM DRAINMANHOLE.SD9INSTALL SUMP PUMP AND CONNECTTO TRUCK DOCK TRENCH DRAIN W/ 8"N-12 STORM DRAIN PIPE AT MIN 2.0%.SD10INSTALL 3" PVC PIPE SCHEDULE 80.SD11PENETRATE 3" PVC PIPE INTO CURBFACE.SD12 INSTALL LIFT STATION.SD13INSTALL MANHOLE AT POINT OFCONNECTION TO EXISTING PIPE.SD14INSTALL 21" N-12 STORM DRAIN PIPE.SD1524" WIDE UNDER SIDEWALK CULVERT.FINAL LOCATIONS AND QUANTITY TOBE CONFIRMED IN FINAL DESIGN.SD16INSTALL 15" N-12 STORM DRAIN PIPE.FIRE WATER NOTESFW1INSTALL 6" C900 CLASS 305 PVC FIREWATER PIPE. INSTALL DUCTILE IRONFITTINGS AND THRUST BLOCKS. ALLFERROUS METAL FITTINGS SHALL BEWRAPPED WITH 10MM VISQUEENMINIMUM.FW2INSTALL FIRE HYDRANT PER DETAIL 4,SHEET C5.4.FW3CONNECT FIRE WATER LINE TOEXISTING WATER MAIN WITHREDUCING TEE OR HOT TAP.FW4POINT OF CONNECTION. SEE FIRESPRINKLER PLANS FORCONTINUATION. FIRE SPRINKLER SIZETO BE CONFIRMED BY FIRESPRINKLER DESIGNER.FW5INSTALL FDC AND CHECK VALVE.FW6INSTALL RUBBER-SEATED GATEVALVE BOX.FW7INSTALL LEAD FREE 10" FEBCODOUBLE DETECTOR CHECKASSEMBLY.FW8INSTALL BOLLARD TO PROTECTFIRE HYDRANT.FW9RELOCATE EXISTING HYDRANT.FW10 INSTALL PIV.FW11INSTALL 10" C900 CLASS 305 PVCWATER PIPE. INSTALL DUCTILE IRONFITTINGS AND THRUST BLOCKS. ALLFERROUS METAL FITTINGS SHALL BEWRAPPED WITH 10MM VISQUEENMINIMUM.FW12INSTALL 8" C900 CLASS 305 PVCWATER PIPE. INSTALL DUCTILE IRONFITTINGS AND THRUST BLOCKS. ALLFERROUS METAL FITTINGS SHALL BEWRAPPED WITH 10MM VISQUEENMINIMUM.DOMESTIC WATER NOTESDW1INSTALL 2" SCHEDULE 80 PVCDOMESTIC WATER PIPE.DW2POINT OF CONNECTION TO BUILDING.SEE PLUMBING PLANS FORCONTINUATION.DW3CONNECT DOMESTIC WATER LINE TOEXISTING WATER MAIN WITHREDUCING TEE OR HOT TAP. DW4INSTALL 2" WATER METER PER CITYOF SANTA ANA STANDARD DETAILS.DW5 INSTALL LEAD FREE 2" ZURNBACKFLOW PREVENTOR.SANITARY SEWER NOTESSS1INSTALL 6" SDR 35 PVC SANITARYSEWER PIPE PER TYPICAL TRENCHDETAIL 1, SHEET C4.3.SS2INSTALL SANITARY SEWER CLEANOUT.SS3INSTALL MANHOLE AT POINT OFCONNECTION TO EXISTING SEWERLINE.SS4POINT OF CONNECTION TO BUILDING.SEE PLUMBING PLANS FORCONTINUATION.SS5POINT OF CONNECTION TO EXISTING8" VCP SEWER LINE. REMOVE CAP OFEXISTING LINE.

GENERAL NOTES1.A 20' WIDE EASEMENT IS TO BE GRANTEDTO THE CITY OF SANTA ANA FOR THEPURPOSE OF PERFORMING STORM DRAINREROUTES AND MAINTAINING REROUTEDINFRASTRUCTURE.2.ELECTRICAL, GAS, TELECOMMUNICATION,AND COMMUNICATION PER OTHERS.3.ONSITE IRRIGATION DESIGN PEROTHERS.4.ABOVE GROUND WATER SYSTEMAPPURTENANCES SUCH AS FIREHYDRANTS, BACKFLOW PREVENTIONDEVICES, FIRE CONNECTION STANDPIPESAND ABOVE GROUND METERS SHALL BEPAINTED AS FOLLOWS:A.PUBLIC FIRE HYDRANTS - WHITEB.PRIVATE FIRE APPURTENANCE - REDC.IRRIGATION APPURTENANCES - GREEND.DOMESTIC APPURTENANCES - BLUE5.APPROPRIATE PRIVATE BACKFLOWPREVENTION DEVICES ARE REQUIREDFOR ALL FIRE SERVICE, DOMESTIC ANDLANDSCAPE WATER METER PER THEGRADING AND STREET IMPROVEMENTPLANS.6.AVAILABILITY OF RECLAIMED WATER TOBE EVALUATED IN FINAL DESIGN.7.ALL UTILITY SIZES TO BE CONFIRMED INFINAL DESIGN.

IRRIGATION NOTESIRR1INSTALL 1 12 " IRRIGATION SERVICELINE.IRR2CONNECT IRRIGATION SERVICE TOEXISTING WATER MAIN WITHREDUCING TEE OR HOT TAP.IRR3INSTALL 1 12 " WATER METER.IRR4SEE LANDSCAPE PLANS FORCONTINUATION.IRR5INSTALL LEAD FREE 1 12" ZURNBACKFLOW PREVENTOR.

NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020MI
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 JB2024-04-23

UTILITY PLAN
C-4.3IRRRW
04/22/2024

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACT

RESERVED

LOADING ZONE ONLY

NO PARKING

NO PARKINGNO PARKING

NO PARKING

CARPOOLCARPOOL

CARPOOL

CARPOOL
~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~ ~FG~ ~FG~~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~~FG~~FG~~FG~~FG~~FG~
~FG~
~FG~
~DIRT/VEGETATION~
~DIRT~~DIRT~~DIRT~~DIRT~~DIRT~~DIRT~ ~DIRT~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~AC~ ~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~~AC~~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~~AC~~AC~~AC~
~AC~
~AC~ ~AC~
~AC~~AC~
~AC~
~AC~ ~AC~~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~FG~ ~FG~~FG~
~FG~
~FG~~FG~
~FG~
~FG~~FG~
~FG~~FG~~FG~~FG~
~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~
~FG~~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~~FG~
~FG~~FG~
~FG~
~FG~
~FG~
~FG~
~FG~ ~FG~~FG~~FG~~FG~
~SW~
~CULVERT~
~SW~ ~SW~ ~SW~ ~SW~~SW~
~SW~~SW~~SW~~SW~~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~
~SW~ ~SW~~SW~~SW~~SW~~SW~~SW~
~POND~
~POND~
~POND~
~POND~
~POND~
~CONC~~CONC~
~CONC~
~CONC~~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~~CONC~~CONC~~CONC~~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~CONC~
~AC~
~AC~
~AC~ ~NG~ ~NG~~NG~
~NG~
~NG~
~NG~
~NG~
~NG~
~NG~
~NG~
~NG~
~SW~
~SW~
~SW~
~SW~
~SW~
40 40
40 40393837
36 39
39 3938
38 38
37 36
37 373635
35 35
3434
34 35
36 35
34 33
34 35
35 34
34 35
34 36
43 43
4343
43 43
43 43
43434241403938
43 3535
35 35 35
35 35
36 37
38 38
3737
38394041424343
36 37
36 36
37 37
3637363636
36 36
36 37
37 38
35363738
37 37
37 35 35
3837
36 36
36 37
37 37
37 37
38 38
38 3838
37 37
37 37 37
38 3838
34 34
34 34
37 37

COMPACT

CARPOOLCARPOOL
37 37
34 33
~DIRT/VEGETATION~
~DIRT/VEGETATION~~DIRT/VEGETATION~
~DIRT/VEGETATION~
38 38
~SW~
METAL FENCE5' TALL

SHADE STRUCTURE
SHADED STORAGE SPACEAND CMU ENCLOSURE7.2' TO 9.5' TALL
CHAIN-LINK FENCEW/ GREEN PRIVACYSCREEN ~6' TALL
CHAIN-LINK FENCEW/ GREEN PRIVACYSCREEN ~6' TALL
CHAIN-LINK FENCEW/ GREEN PRIVACYSCREEN ~6' TALL
CHAIN-LINK FENCEW/ GREEN PRIVACYSCREEN ~6' TALL
CHAIN-LINK FENCEW/ OVERGROWNSHRUBS ~6' TALLCMU WALL5.5' TALL CMU WALL7.5' TALLCMU WALL7.5' TALL5.5' TALL

FW RISER SYSTEMBOTTOM LEVEL OFPKG STRUCTURE
EL BOX
CMU WALL4.2' TALL

HEAVILY SHRUBBEDENTINTY W FABRIC FENCING
CMU WALLENCLOSURE~6' TALLCMU WALLENCLOSURE~9' TALL
CONC WALLENCLOSURE~5.75' TALL

HEAVILY SHRUBBEDPOND UTILITY/EQUIPMENTENTITIES AND CONC SSMH34.37 RIM24.31 INV
WV34.43 RIMWV34.41 RIMWV34.23 RIMWV34.44 RIMWV34.64 RIM WV35.00 RIMWV (2)34.96 RIM SSMH35.62 RIMSSMH35.17 RIM SSMH33.79 RIM
SSMH33.47 RIM22.13 INVWV33.38 RIM
WV32.99 RIM
WV33.10 RIM
WV33.18 RIM
IRR WV33.40 RIMIRR WV33.35 RIM
CULVERT33.90 TC33.35 FL
WV33.53 RIM
TELE MH34.32 RIM
ELMH34.34 RIM
CATCHBASIN33.80 FLSDMH34.54 RIM
CATCHBASIN34.13 FLSDMH34.66 RIM
TELE MH34.77 RIM
SSMH34.81 RIM
SDMH35.39 RIM~29.50 INV IN E~29.48 INV OUT WWV35.75 RIM SSMH37.13 RIM
WV37.08 RIMWV37.17 RIM
WV37.95 RIM
WV37.11 RIM
WV (2)37.21 RIMSDMH37.40 RIMSSMH37.47 RIM
SSMH37.18 RIMSDMH36.96 RIM
WV (2)37.10 RIM
WV37.22 RIM
CATCHBASIN36.95 FLCATCHBASIN36.53 FL
SDMH37.32 RIM
SDMH37.48 RIM
SDMH37.37 RIM
WV (2)37.48 RIM
WV37.31 RIM
SSMH37.72 RIM
SSMH36.93 RIM
SDMH37.09 RIM
SDMH36.46 RIMWV36.93 RIMWV36.77 RIMSSMH37.02 RIMSDMH36.33 RIM WV36.59 RIM
WV36.35 RIM
WV36.29 RIM
WV36.44 RIM
SDMH36.73 RIM
TELE MH35.52 RIM
SDMH35.98 RIM
WV37.07 RIM
WV36.21 RIM
SDMH36.41 RIMCATCHBASIN36.12 FL SDMH36.77 RIMCATCHBASIN36.48 FLTRANSFORMERAND PULLBOX

TRANSFORMERAND PULLBOX

TRANSFORMERAND PULLBOX
CULVERT34.81 TC34.63 FL
WMWMWMWMWM (2)WM (2)WM (2)WM (2)
BOL (2)
FH
TELE MH37.15 RIM
UT CAN
LP
TELE MH37.78 RIMTELE MH37.84 RIMFH LP

LPEL PB

FH LP FH TRAIN X-INGFEATEL PB
AREA DRAIN42.67 RIMAREA DRAIN42.58 RIMAREA DRAIN42.78 RIM BOL (4)HOSE SF
SIGNCURB DRAIN (3)

SIGNSIGN
SIGN
LP
SIGN
EL PB
UT VLT

EL RISER

SIGN SIGN
SIGN
SIGN

LPEL PBTELE PB
SIGNLP
LP

FHLPSIGN
CONC WALL~3' TALL
UT RISEROPENINGSIGNEL SF EV CHARGSTA (TYP 3)LP
LP
FHFHLP

LPEL SF

W SFBFP

FHWMBIKERACK
SIGN
LPSIGN

UT VLTUKN
WM

LPUT VLTUKNWM
LP

LP EL VLT
LP

EL RISER
SIGN (3)

EL VLTLP
FHSIGN

FDCPIVDCDA
SIGNCONC WALL~3' TALL MAX
LPEL GATEEL SF LPSIGN (3)EL PBBOL

TELEVLT
LP
FH

EL RISER
LP
LIGHTFEAT (TYP 2)SIGN
SIGNMETALGRATEMETALGRATE ICV (4)SIGN
SIGN
ICV (2)
SIGN
ICVLP
SIGNLP
EL VLT
SIGN
CONC PED10"Ø TYP(12)UT LINE OBSCUREDBY POND (2)
UT LINE OBSCUREDBY PONDUT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND (2)UT LINE OBSCUREDBY POND

UT FEATURE OBSCUREDBY POND
EL PB
STEP(TYP 3)FH

LPFDCPIVUT VLTUKN
SIGN
SIGN
SIGNLP

SIGNWMPIVFDCSIGN

EL BOXEL SF

FDCPIVEL PB
LIGHTTYP (2)EL SFW/IRRVALVE SYS
SIGN

W/IRRVALVE SYS
W/IRRVALVE SYSPIPEAC UNITTYP (3)
SIGNTYP (4)
ICV
ICV
WM
ICV

W/IRRVALVE SYS

TRENCHDRAIN
LP
SIGNTYP (5)EL PBCOMM PB
ICV
SIGN
ICVICV
ICV
SIGN

ICVSIGNPIVFDCUT OUTLETTELEPHONEFEATURE
UT VLTUKNSIGNTYP (4)ICV ICV (2)
FHSIGN
ICV
CONC PED10"ØCONC PED10"Ø

LPLPLPSIGNLP
CONC PED10"Ø
CONC3'X3' TYP (2)
LPLPLP
LPLP LP BOL (4)HOSE SFBOL (4)HOSE SF
FIREEXTIGUISHERFIRE EXTINGUISHERBOL TYP (2)
FIRE EXTINGUISHERBOL TYP (2)
FIRE HOSEBOL TYP (2)FIRE EXTINGUISHERBOL TYP (2)LPLP
FIRE EXTINGUISHERBOL TYP (2)HOSE SFBOL TYP (4)

EL OUTLET
RISER

PIPE OULET

EL OUTLET
EL BOX

W/IRRVALVE SYS
EL SF

UT VLTUKNIRR BOXEL SFW RISERVALVE
EL SF
CONC PED10"Ø
CONC PED10"Ø
CONC PED10"Ø CONC PED10"Ø TYP (3)
CONC PED10"Ø
BOL (2)LPBOL (2)FH
LP

LPLPLPWHEELSTOP
CURBDRAINCURBDRAINCURB DRAINTYP (2)CURBDRAIN
CURB DRAINTYP (2)
ICV
CURB DRAINTYP (2)

CURBDRAIN

CURBDRAIN
CURBDRAINTYP (2)

CURBDRAIN
CURBDRAINTYP (8)
CURBDRAINTYP (2)

CURBDRAIN
CURBDRAINTYP (2)

CURBDRAIN
DRAIN TO POND(2)
DRAIN TO POND(2)
DRAIN TO POND(2)

DRAINTO PONDDRAINTO PONDDRAINTO POND
DRAINTO POND(2)
DRAINTO POND(2)DRAINTO POND
DRAINTO PONDPOND WATER FEATURETYP (3)
SDMH37.12 RIM
SDMH35.75 RIMCATCHBASIN35.20 FLLP
CATCHBASIN36.59 FL

EL PB CONC
SDMH33.71 RIMCATCHBASIN33.21 FL

PARALLELCURB RAMP

PARALLELCURB RAMPPARALLELCURB RAMP

PARALLELCURB RAMP

CURB RAMP

CURBRAMP

PARALLELCURB RAMP

PERPENDICULARCURB RAMP

SCAB-ONCURB RAMPSCAB-ONCURB RAMP

SCAB-ONCURB RAMP

PARALLELCURB RAMP

PARALLELCURB RAMP
FH34.93 TC34.97 EG34.83 FL

35.62 TC35.48 EG35.37FL35.36 TC35.03 EG34.92 FL

35.23 TC34.83 EG34.73 FL

35.27 TC34.87 EG34.70 FL

34.96 TC34.52 EG34.30 FL

34.75 TC34.41 EG34.22 FL

34.01 FL

33.75 FL

32.22 FL32.98 FL

35.30 TC34.78 FL37.21 TC36.85 FL

37.15 FL

37.99 TC37.71 FS

37.27 TC36.91 FS

36.73 TC36.26 FS

37.96 TC37.67 FS

34.77 TC34.23 FS34.72 TC 34.31 EG34.14 FL

34.50 TC33.94 EG

34.65 TC34.25 EG34.16 FL34.10 TC33.85 FL33.89 EG

34.35 TC33.93 EG33.83 FL

33.99 TC33.55 EG33.45 FL

33.94 TC33.53 EG33.43 FL

33.68 TC33.36 EG33.26 FL

33.85 TC33.37 EG33.27 FL

33.57 TC33.20 EG33.07 FL

33.53 TC32.98 EG32.90 FL

33.30 TC33.03 EG32.83 FL

33.50 TC33.17 TC/FS35.86 TC35.59 FS

34.50 TB34.00 FS36.50 TC/TB36.00 FS

35.59 EC35.47 EC35.23 EC

34.36 EC

34.11 EC

33.89 EC

34.32 EC

34.63 EC

34.03 EC

33.89 EC

34.59 TC34.18 EG

35.24 TC34.69 EG34.59 FL

36.58 TC36.21 EG36.05 FL

37.09 TC36.62 EG36.53 FL

37.80 TC37.30 EG/FL

37.89 TC37.50 EG37.31 FL

38.35 TC37.89 EG37.74 FL39.00 TC38.45 EG37.92 FL

37.74 TC37.19 EG37.07 FL

37.26 TC37.19 EG

37.70 TC37.19 EG37.07 FL38.05 TC37.78 FS

37.40 TC36.98 FS

37.37 TC37.37 EG37.27 FL

37.69 TC37.36 FS

37.93 TC37.65 EG37.50 FL

38.19 TC37.83 FS

37.46 TC37.00 FS

35.13 EC36.83 EC37.97 EC

38.59 EC

37.67 EC

37.83 EC

38.03 EC

38.65 EC

37.86 EC

35.67 ECICVICV

38.02 EC37.67 EC

38.06 TC37.80 FS37.67 TC37.23 FS38.22 TC37.95 FS

37.10 TC36.78 FS

36.78 TC36.52 FS

37.19 TC36.81 FS

38.29 TC37.86 FS

38.06 TC36.78 EG36.71 FL

36.94 TC36.48 EG36.40 FL37.17 TC36.76 EG36.68 FL

37.11 TC36.58 FS

36.94 TC36.78 FS

37.11 TC36.87 FS

37.30 TC36.84 EG36.78 FL

37.43 TC36.98 EG/FL

37.90 EC

37.84 EC

37.60 EC

37.47 EC

37.04 EC 37.00 EC

37.57 EC

37.23 EC
FH
LP
LP
SIGN
BOL

LPCURBDRAIN
LP
SIGN
GUTTER DRAIN~33.4 RIM~32.77 FL~27.13 INV IN NW~26.5 INV OUT E

TRENCH DRAIN

TRENCH DRAIN
CONC PED10"ØCONC PED10"Ø

FIREEXTIGUISHER

FIREEXTIGUISHER
FIRE EXTINGUISHERBOL (2) 33.76 TC33.34 EG33.16 FL
RECORD SD MH~37.3 RIM~28.2 INV IN N~27.88 INV IN W~27.61 INV IN S~27.1 INV OUT E ~AC~
60'30'8'
60'
30'8'
60'30'8'
60'30'
8'
60'30'
8'
64'32'
8'
64'32'8'
64'32'8'
24' 22' 23'24'
24'
22'
22'
22'

5.5' WIDESIDEWALK

5.4' WIDESIDEWALK

5.6' WIDESIDEWALK

5.3' WIDESIDEWALK

5.4' WIDESIDEWALK

5.5' WIDESIDEWALK

5.3' WIDESIDEWALK

7.1' WIDESIDEWALK

5.4' WIDESIDEWALK

5.6' WIDESIDEWALK 5.4' WIDESIDEWALK5.3' WIDESIDEWALK

5.5' WIDESIDEWALK5.7' WIDESIDEWALK5.6' WIDESIDEWALK

5.7' WIDESIDEWALK

5.4' WIDESIDEWALK

5.3' WIDESIDEWALK5.4' WIDESIDEWALK5.4' WIDESIDEWALK

5.4' WIDESIDEWALK
SITE FIRE WATERDEMAND: 3500 GPMSITE FIRE WATERDEMAND: 3750 GPM SITE FIRE WATERDEMAND: 3125 GPM
3415 W LAKE CENTER DRSANTA ANA, CA 927043411 W LAKE CENTER DRSANTA ANA, CA 92704 3401 W LAKE CENTER DRSANTA ANA, CA 92704
3510 S SUSAN STSANTA ANA, CA 92704
3500 W LAKE CENTER DRSANTA ANA, CA 927043512 W LAKE CENTER DRSANTA ANA, CA 927043524 W LAKE CENTER DRSANTA ANA, CA 92704 3700 S SUSAN STSANTA ANA, CA 92704
3101 W SUNFLOWER AVESANTA ANA, CA 92704
3101 W SUNFLOWER AVESANTA ANA, CA 92704 3000 W MACARTHUR BLVDSANTA ANA, CA 92704 3710 S SUSAN STSANTA ANA, CA 92704

FWFWFWFWFWFWFWFWFWFWFWFW
FW

FWFWFWFWFWFWFWFWFWFWFW
FWFW

FWFWFWFWFWFWFWFWFWFW
FW
FW

FWFWFWFWFWFWFWFWFW

FWFWFWFWFWFWFWFW
FWFWFW
FW

FWFWFWFWFWFW

FWFWFWFWFWFWFWFWFWFW
(8'' ACP W)(8'' ACP W)(8'' ACP W)
(8'' ACP W)
(8'' ACP W)
(8'' ACP W)
(8'' ACP W)
(8'' ACP W)
(8'' ACP W)(8'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W)(12'' ACP W) (10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)
(10'' ACP W)(10'' ACP W)
(12'' ACP W)
(12'' ACP W)
(10'' ACP W) (10'' ACP W)
(12'' ACP W)
(12'' ACP W)
//////
/
///////////////////////////////////////////////////// /////////////////// ///// ////
///
/
//

NEW FH WITH BOLLARDPROTECTION
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'
20'

20.00'
20'
20'20'
20'
20'
20'
20'
20'

NEW GATE

NEWGATE

NEW GATE

NEWGATE

NEW GATENEW GATE

EXISTING FHEXISTING FHEXISTING FH

EXISTING FH

EXISTING FH
156'

EXISTING FH

EXISTING FH TO BERELOCATED TO BOLDLOCATION SHOWN

EXISTING FH

EXISTINGFH

NEWFHNEW FH
NEW FH
NEWFH
NEW FH
20' WIDE FIREACCESS ROAD
20' WIDE FIREACCESS ROAD
20' WIDE FIREACCESS ROAD
20' WIDE FIREACCESS ROAD
20' WIDE FIREACCESS ROAD20' WIDE FIREACCESS ROAD
20' WIDE FIREACCESS ROAD
188.01'
314.34'

68.99'270.00'46.54'
329.33'120.23'
116.10'
282.20'
276.91'

41.59'
179.29'
187.60'

19.06'
NEW 10" WATER LINE
NEW 10"WATER LINE
NEW 10"WATER LINE
NEW 10" WATER LINENEW 10" WATER LINE
NEW 8" WATER LINE
NEW 10" WATER LINE

LAKE CENTER DRLAKE CENTER DR

SUSAN ST

LAKE CENTER DR

SUSAN ST
EXISTING 8"WATER LINEEXISTING 8"WATER LINEEXISTING 10"WATER LINE EXISTING 10"WATER LINE
EXISTING 10"WATER LINE
EXISTING 10"WATER LINE
EXISTING 12"WATER LINE
EXISTING 12"WATER LINE
EXISTING 10"WATER LINE

NEW DDC
EXISTING 10"WATER LINETO BE REMOVED
EXISTING 10"WATER LINETO BE REMOVED
EXISTING 10" WATER LINETO BE REMOVED
EXISTING 10" WATER LINETO BE REMOVED
EXISTING 12"WATER LINETO BE REMOVED
EXISTING 12"WATER LINETO BE REMOVED
EXISTING 12"WATER LINE
131.67'98.42'
294.53'
NEWGATE113.85'
305.12'387.01'152.01'58.74'124.18'

55.63'243.52'

27.36'

63.36'

65.99' NEW 6" CONNECTIONTO NEW BUILDING
NEW FDC AND DDCNEW FDC AND DDCNEW 6" CONNECTIONTO NEW BUILDING

41.82'
NEW 6" CONNECTIONTO NEW BUILDING

NEW FDC AND DDC

NEWFHNEW FH
NEW FH

NEW GATENEW DDCNEW DDC

NEW DDCNEW GATE
20'

NEW GATE

NEW GATENEW GATENEW GATE

NEW GATE

NEW GATENEW GATENEW GATE
NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020MI
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 JB2024-04-23

FIRE ACCESS ANDHYDRANT PLAN
1" = 50'5002550
OCFA FIRE HYDRANT PARAMETERSFLOW REQUIREMENTMINIMUM NUMBER OFHYDRANTS PER BUILDINGMAXIMUM DISTANCE TO AHYDRANT(THRU ROAD)MAXIMUM DISTANCEBETWEEN HYDRANTS(THRU ROAD)AVERAGE DISTANCEBETWEEN HYDRANTS(THRU ROAD) 3001-4000 GPM4210 FEET420 FEET350 FEET GENERAL NOTE:EASEMENT TO BE PREPARED FOR DESIGNATED FIRE LANES,AND SHALL ACCOUNT FOR RECIPROCAL AND EMERGENCYACCESS TO THE BENEFIT OF THE CITY OF SANTA ANA C-5.1
04/22/2024

////////////////////////////////////////////////////////////////////////////////////////////////// //
//////////
///
////
/
/
///
////////////////
///
//
/
3 1
2 2
2 2
2 2
5 5 5
4 3
3 3
33333
3 3
3 3
33 3
3 333
3 3
3 3 3
3 3333
33 3
3 3
3 3
3 3 3
3 3
3 3
3 33
3 3
3 3
3 3
3 3DRAINAGE OUTLET LOCATIONSTORM DRAIN TO CHANNEL
DRAINAGE OUTLET LOCATIONSTORM DRAIN TO EXISTING 18" LINE DMA W1

DMA SEDMA E
INTERFERING PORTIONS OFEXISTING PUBLIC UTILITIES,INCLUDING WATER SEWER ANDSTORM DRAIN WILL NEED TOBE REMOVED AND EASEMENTSVACATED. PUBLIC WATER ANDSTORM DRAIN TO BEREROUTED AND EASEMENTSRE-ESTABLISHED. SEWERLATERALS SERVINGPROPOSED DEVELOPMENT TOCONNECT TO OFFSITE PUBLICMAINS OR UNAFFECTED MAINSONSITE. (TYP)

POTENTIAL DRAINAGE OUTLETLOCATIONSTORM DRAIN TO CHANNELPENDING FINAL DESIGN 3 3
3 C-6.1

BMP EXHIBIT
WQMP NUMBER: TBDPERMIT NUMBERS: TBD
PROJECT INFORMATION:SITE ADDRESS:3100 LAKE CENTER DRIVE, SANTA ANA, CA 92704TRACT / LOT NUMBERS:TR11420 / 1 ; TR11420 / 1,2,3,4,5,10,34,ASITE CONSTRAINTS:GROUNDWATER DEPTH (~5-10') SEE GEOTECH REPORTLAND USE:SPECIAL DEVELOPMENT - INDUSTRIALLAND COVER:ASPHALT, CONCRETE, LANDSCAPING (TREES, GRASS,BUSHES, ETC.)MAP LEGEND:DRAINAGE MANAGEMENT/ SITE BOUNDARYSTORM DRAIN CONVEANCEFLOW PATH WITH DIRECTIONBMP AREADEMO/ABANDONED STORM DRAIN LINE DRAINAGE AREA AND BMP STATISTICSDMA A (ac) IMP% DCV (CF)BMP V (CF) LAT., LONG.W1 5.81 86 3260 3775SE 6.46 88 3689 3693E 4.48 83 2446 2540 NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020MI
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 JB2024-04-23

WQMP NOTES

33.698912, -117.91144633.698483, -117.91271933.698529, -117.914488 18"UNLESSOTHERWISENOTED24"

CATCH BASINPER PLAN

GRAVELLAYER
ENGINEERED SOIL MEDIAWITH 30% POROSITY
6" PONDINGLANDSCAPE PERLANDSCAPE PLAN
6" HDPE STORMDRAIN W/PERFORATIONS

SIDEWALK SECTIONPER PLAN SLOPED SIDESIDEWALK SIDE
30 MILS THICKGEOMEMBRANE LINER
30 MILS THICKGEOMEMBRANE LINER

EXISTING CURB ANDGUTTER
NOTE:COMPACTED SOIL PERGEOTECHNICAL REPORT
3:1 SLOPE
8" EMBEDMENT AT BMP
TYPICAL BMP DETAILS**PENDING FINAL DESIGN, EQUIVALENTLY SIZED FLOW BASED PROPRIETY BIOTREATMENT DEVICE MAY BE REQUIRED. 4"MULCH LAYER6"
VARIES12"12"MIN2:1 SLOPE
30 MILS THICKGEOMEMBRANE LINER3:1 SLOPE
12" PROPOSED CURB/ CURBAND GUTTER

CULVERT RELIEF FOREXCESS DISCHARGEGRAVELLAYER
6" HDPE STORMDRAIN W/PERFORATIONSPLANTER WALL INSTEAD OFCURB, AS NECESSARY, TOINCREASES BIOFILTRATIONAREAALL BMPS COMPONENTSEXTENDED TO EDGE OFPLANTER WALL IN PLANTERWALL CONDITION 1THE BMPS SHOWN ON THE APPROVED SITE PLAN ARE ONLYPRELIMINARY AND WILL BE REVISED OR MODIFIED AS NECESSARYUPON COMPLETION OF THE WQMP. PRIOR TO THE ISSUANCE OF THEGRADING PERMIT, THE APPROVED GRADING/UTILITY PLAN SHALLINCORPORATE ALL REQUIRED STRUCTURAL BMPS.ADDITIONAL NOTES 04/22/2024

NO:DATE:DESCRIPTION:

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

JOB NO:DATE ISSUED:DRAWN BY:CHECK BY:SHEET NO:

SHEET NAME

OWNER/ APPLICANT:
22020CMH
CONSULTANT:

PROFESSIONAL SEAL:
32 Executive, Suite 100Irvine, CA 92614T 949.833.3800 - F 949.833.3806 CMH2023-08-21

FIELD PAINT - A
WHITE

ACCENT PAINT - C

MEDIUM GRAY

ACCENT PAINT - F

BLUE-GREEN

ACCENT PAINT - B

LIGHT GRAY

ACCENT PAINT - D

DARK GRAY

ACCENT PAINT - E
BLACK

WEST ELEVATION
SCALE: 1/16" = 1'-0"

NORTH ELEVATION
SCALE: 1/16" = 1'-0"
2 8
4 MATERIAL LEGEND:
1 5
7 3

SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
6 9
KEYNOTES:
1 DUAL GLAZED, SOLARBAN 90 (2)
CLEAR + CLEAR INSULATING GLASS

UNIT, CLEAR ANODIZED ALUMINUM

STOREFRONT SYSTEM
3 METAL PANEL CANOPY
4 EXTERIOR BALCONY WITH GLASS

GUARDRAIL
5 7
2 CONCRETE TILT-UP WALL
CONCRETE "V" GROOVES

GLASS ENTRY DOORS
8 OUT DOOR PATIO WITH WITH TRELLIS
ABOVE
9 CONCRETE PANEL JOINT PAINTED
6 HORIZONTAL AND VERTICAL ALUMINUM

ACCENTS

METAL PANELS

CONCRETE FORM LINER

EXTERIOR WALL LIGHT FOR PARKING

LOT LIGHTING
10 10

CONCRETE FORM LINER PROFILE

4.5" HORIZONTAL PLANKS WITH 1" WIDE
X .5" DEEP REVEALS
44'-5"
42'-0"
33'-9"
BEYOND
15'
25'
10'
A-4.5
BUILDING 3

EXTERIOR

ELEVATIONS
2024-04-23 Slip Sheet Changes for Bldg. 3

3/4"
2nd floor line
2nd floor line
BUILDING 3
BUILDING 3

FIELD PAINT - A
WHITE

ACCENT PAINT - C

MEDIUM GRAY

ACCENT PAINT - B

LIGHT GRAY

ACCENT PAINT - D

DARK GRAY

ACCENT PAINT - E
BLACK
KEYNOTES:
1 DUAL GLAZED, SOLARBAN 90 (2)
CLEAR + CLEAR INSULATING GLASS

UNIT, CLEAR ANODIZED ALUMINUM

STOREFRONT SYSTEM
3 METAL PANEL CANOPY
4 EXTERIOR BALCONY WITH GLASS

GUARDRAIL
5 7
2 CONCRETE TILT-UP WALL
CONCRETE "V" GROOVES

GLASS ENTRY DOORS
8 OUT DOOR PATIO WITH WITH TRELLIS
ABOVE
9 CONCRETE PANEL JOINT PAINTED

EAST ELEVATION
SCALE: 1/16" = 1'-0"
2 6

HORIZONTAL AND VERTICAL ALUMINUM

ACCENTS
4 MATERIAL LEGEND:
1 3

BUILDING NORTH SOUTH CROSS SECTION
SCALE: 1/16" = 1'-0"
6 8
7 8
7 ACCENT PAINT - F

BLUE-GREEN

METAL PANELS

CONCRETE FORM LINER

EXTERIOR WALL LIGHT FOR PARKING

LOT LIGHTING
10 10

CONCRETE FORM LINER PROFILE

4.5" HORIZONTAL PLANKS WITH 1" WIDE
X .5" DEEP REVEALS
42'-0"
44'-5"
42'-0"
10'-0"
15'-0"
10'-0"
15'-0"
A-4.6
BUILDING 3

EXTERIOR

ELEVATION &

SECTION

WAREHOUSE

MEZZANINE OFFICE
FIRST FLR. OFFICE

TRUCK DOCK
ROOF TOP MECH. UNITS
SCREENED 100%

Santa Ana City CouncilAugust 6, 2024

Santa Ana City Council
August 6, 2024