COVER SHEETA0.01
ENTITLEMENT DOCUMENTSCEDARWOODS FULLERTONNEW SPECULATIVE SHELL CONSTRUCTIONLTCGG LLC2461-2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN24-059 No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] CIVIL ENGINEERLANDSCAPE ARCHITECTPACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
EVCAP.
EVCSEVCHARGINGONLY
EVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCS
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT6'-0"6@8'=48'-0"10@8'=80'-0"6'-0"10@8'=80'-0"6'-0"6@8'-6"=51'-0" 6'-0"4@8'-6"=34'-0"27@8'-6"=226'-2"20'-0"7@8'-6"=59'-6"6'-0"5@8'-6"=42'-6"4'-0"49'-2"23'-8"40'-0" 6'-0"6@8'-6"=51'-0"26'-0"31'-11" 48'-0"11"503'-0"21'-2"50'-0"55'-6"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"55'-6"6'-0"26'-0"16'-0" POTENTIALOFFICE19'-0"
26'-0"DRIVEWAY 40'-0"DRIVEWAY
57'-6"
15 DOCK DOORS
TYP.TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
25'-6"8'H WI FENCE20'-0"8'H WI FENCE
25'-6"8'H WI FENCE20'-0"8'H WI FENCE139'-10"8'H WI FENCE TYP.TYP.TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.TYP.
26' WIDE FIRE LANE
26' WIDE FIRE LANE
26' WIDE FIRE LANEC Y P R E S S W A Y
O R A N G E T H O R P E A V E N U E POTENTIALOFFICETYP.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
40'-0"
329'-7"
573'-0"
369'-0"
470'-7"
29'-2"101'-6"
6'-6"
139'-4"RETAINING WALL W/WI FENCE
TYP. 59'-7"43'-5"88'-6"RETAINING WALL
TYP.TYP.
TELESC. GATE, TYP.
175'-0"8'H WI FENCE
528'-7"8'H WI FENCE
TYP.
TYP.
TYP.
TYP.TYP.
3@8'-6"=25'-6"43'-0"19'-0"
143'-0"186'-0"66'-0"60'-0"60'-0"34'-0"6'-0"8'-0"26'-0" 123'-6"19'-0"6" 3@8'-6"=25'-6"6'-6" 34'-4"
SWING GATE, TYP.43'-11"
19'-0"40'-0"19'-0"6'-6"57'-6"
24'-1"
154'-2"
TYP.TYP.TYP.
64'-0"DRIVEWAYR20'-0"
R20'-0"
R10'-0"
R9'-0"
TRASH SERVICE MIN.30'-0"10'-0"CLEAR SPACE
ARCHITECTURALOVERALL SITE PLAN
DRC-A1.011" = 30'-0"SCALE1 OVERALL SITE PLAN
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
GENERAL NOTES
SITE PAVING WITH HEAVY BROOM FINISH. SEE CIVIL1KEYNOTESDECORATIVE PAVEMENT AT ENTRY - COLORED CONCRETE W/SAW CUT PATTERN2PRIMARY BUILDING3PEDESTRIAN CONCRETE WALKWAY WITH MEDIUM BROOM FINISH4RETAINING WALL.58'H WROUGHT IRON FENCE.68'H BLACK PAINTED VEHICULAR ROLLING GATE WITH KNOX PADLOCK. MANUALLY OPERATED. PROVIDE CONDUITS FOR FUTUREOPERATOR75'-6" X 6' X 4" THICK CONCRETE LANDING PAD AT ALL EXTERIORMANDOORS WITH MEDIUM BROOM FINISH.8NOT USED9NOT USED10TRASH ENCLOSURE11PUMP HOUSE12EXTERIOR CONCRETE STAIR13APPROXIMATE LOCATION OF ELEC. TRANSFORMER WITHBOLLARD PROTECTION AND LANDSCAPE SCREENING1415 LEGEND
1.ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, FACE OFCONCRETE CURB OR GRID LINES UNLESS NOTED OTHERWISE,2.ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH A SMARTAUTOMATIC IRRIGATION SYSTEM.3.SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SITEDRAINAGE, TOPOGRAPHY AND UTILITIES.4.FOR PAVING SECTIONS, CONCRETE CURBS, SWALES AND GUTTERSSEE CIVIL DRAWINGS.5.PROPERTY LINE ARE REFERENCE ONLY. REFER TO CIVIL DRAWINGSFOR HORIZONTAL CONTROL.6.LANDSCAPE AREAS SHALL BE DELINEATED WITH A MIN. 6" CONCRETECURB.
STANDARD PARKING STALL 8'-6" X 19'COMPACT PARKING STALL 8'-0" X 16' SHORT TERM - BICYCLE RACK 5% OF PARKING STALL16DESIGNATED SMOKING AREA - 25' AWAY FROM ANY ENTRY17 ADA PARKING VAN 12' X 19' WITH 5' CLR AISLE
PROPERTY LINEACCESSIBLE PATH OF TRAVEL. MAX 5% SLOPE AND MAX 2%CROSS SLOPE WITH 48" MIN. CLEAR, UNLESS NOTED OTHERWISEWITH ADA ACCESSIBLE RAMPLANDSCAPE, SEE LANDSCAPE DRAWINGS
APPLICANT/OWNERPROJECT ADDRESS / APN
LTCGG LLC.13925 CITY CENTER DRIVE, SUITE 200CHINO HILLS, CA [email protected]: ANNIE TAVETIAN GALLAGHER
PROJECT DESCRIPTION
2461-2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831APN: 338-172-24 NEW CONSTRUCTION FOR (1) SPECULATIVE 110,232 SF TYPE III-B,S-1/B OCCUPANCY WAREHOUSE WITH ESFR FIRE SPRINKLER SYSTEM.PROPOSED SITE IMPROVEMENTS CONSIST OF TRASH ENCLOSURE,PUMP HOUSE, SITE LIGHTING STANDARDS, WROUGHT IRON FENCEAND HARDSCAPE/LANDSCAPE IMPROVEMENTS PER CITY STANDARDSTOTAL OCCUPANT LOAD; WAREHOUSE (S-1): 201 AND OFFICE (B): 40.PROJECT DATA
VICINITY MAP
NOT USED.
E. ORANGETHOPE AVE
S. STATE COLLEGE BLVD
S. PLACENTIA AVE
PROJECT SITE
CYPRESS WAY
VAN (12'X19') EVCS WITH ISA SIGN AND MARKING "EVCHARGING ONLY" WITH 5' ACCESSIBLE AISLE.EVCHARGINGONLY STANDARD EVCS PARKING STALL 8'-6" X 19'EVCSEVCAP.
EVCS
STANDARD EV CAPABLE PARKING STALL 8'-6" X 19'
COMPACT
TRUENORTH
EVCAP.
EVCSEVCHARGINGONLY
EVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCS
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
C Y P R E S S W A Y
R20'-0"R46'-0"
O R A N G E T H O R P E A V E N U E R20'-0"R20'-0"
R20'-0"R20'-0"
26'-0"DRIVEWAY 40'-0"DRIVEWAY
64'-0"DRIVEWAY
FIRE DEPARTMENT ENTRY SIGNPER FIRE DEPT. STANDARDS.SE DETAIL 3 & 4FIRE DEPARTMENT ENTRY SIGNPER FIRE DEPT. STANDARDS.SE DETAIL 3 & 4 FIRE DEPARTMENT ENTRY SIGNPER FIRE DEPT. STANDARDS.SE DETAIL 3 & 4 PAINTED CURB PER FIRE DEPT.STANDARD. SEE DETAIL 2
PAINTED CURB PER FIRE DEPT.STANDARD. SEE DETAIL 226' WIDE FIRE LANE 26' WIDE FIRE LANE
26' WIDE FIRE LANE
26' WIDE FIRE LANE
SPECULATIVE HIGH PILE STORAGE CONC. TILT WAREHOUSETYPE III-B, S-1 AND B OCCUPANCYESFR FIRE SUPPRESSION SYSTEMFIRE ACCESS DOORS @ 125' O.C. MAXUNLIMITED BUILDING AREA PER CBC 507:60' SIDE YARD WITH REDUCED SIDE YARD GREATER THAN 40'.3HR RATED WALL AT REDUCED YARD 26'-0"26'-0"
26'-0"
26'-0"
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
NEW F.H. EXISTING F.H.
F.H.
F.H.
F.H. R33'-0"
R20'-0"R46'-0"R33'-0"
NEW FDC
ARCHITECTURALFIRE ACCESS PLAN
DRC-A1.021" = 30'-0"SCALE1 FIRE ACCESS PLAN
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
TRUENORTH
NTSSCALE2 RED CURB DETAIL
NTSSCALE3 ENTRANCE SIGN DETAIL
NTSSCALE4 ENTRANCE SIGN POLE MOUNT DETAIL
EVCAP.
EVCSEVCHARGINGONLY
EVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCS
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
C Y P R E S S W A Y
O R A N G E T H O R P E A V E N U E 279'-2"8'H WROUGHT IRON FENCE
20'-0"8'H W.I.F.40'-0"8'H GATE25'-6"8'H W.I.F.
25'-6"8'H W.I.F.40'-0"8'H GATE20'-0"8'H W.I.F.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
175'-0"8'H WI FENCE
528'-7"8'H WI FENCE
26'-0"8'H TELESC.GATE16'-9"8'H W.I.F.6'-0"8'HW.I.F.
26'-0"8'H SWINGGATE8'-0"8'HW.I.F.6'-0"8'HW.I.F.
8' H GATE . SEE DETAIL 2TYP.
8' H W.I.F. SEE DETAIL 1TYP.
8' H W.I.F. SEE DETAIL 1TYP.
1 12" x 1 12" ANGLE WITH NELSON STUDANCHOR BOLTS @ 24" O.C. AND 6"FROM ENDS#4 CONTINUOUS BAR EACH SIDE WITH#4 BARS X 15" LONG @ 24" O.C.
CONCRETE PAVING PER CIVILCOMPACTED NATIVE PER CIVIL6" WIDE STEEL CHANNEL PAVING AS OCCUR3"3"6"6"6"
#4 CONTINUOUS BAR @ 24" O.C.
GATE TRACK1 1/2"=1'-0"SCALE7
SCREEN AS OCCUR4"X6"X14" TUBE STEEL BOLTEDBETWEEN STEEL POSTS, WELD TOPLATE14" PLATERUBBER ROLLER ASSEMBLY TOP ANDBOTTOM4"X6"X14" GATE FRAME TYP4"X6"X14" TUBE STEEL AS OCCUR1" X 1" X 14GA PICKET @ 8"O.C.4"X6"X14" GATE FRAME TYPGATE WHEELPAVING PER CIVILSTEEL TUBE FOOTING DETAIL 5GATE TRACK DETAIL 7 GATE SECTION3/4"=1'-0"SCALE4
1'-0"
1'-6"
GRIND SMOOTH ALL WELDS, SAND,PRIME AND PAINT BLACK
4"X4"14" STEEL TUBULAR POST @ 8'O,C. WITH CAP, WELD ALL AROUND FENCE HEIGHT PER PLAN3"6"4'-6"
4"5"1'-6"
6" TYP.2" SQUARE TUBE X 14 GA TOP ANDBOTTOM
1" SQUARE PICKETS X 16GA @ 6" O.C.WELD CENTERED BETWEEN TOP ANDBOTTOM TUBULAR MEMBERS. TYP6"X6" CONCRETE MOW CURBCOMPACTED SUBGRADECONCRETE FOOTING WITH 1.25"NELSON STUD AT ALL 4 SIDES GRIND SMOOTH ALL WELDS, SANDPRIME AND PAINT BLACK.WROUGHT IRON METAL FENCE1/4"=1'-0"SCALE1 4"X6"X14" GATE FRAME TYPICAL1"X1" SQUARE PICKETS @ 8" O.C.BETWEEN FRAME
GATE WHEEL ON FRAME
SLIDING GATE ELEVATION1/4"=1'-0"SCALE2
GATE HEIGHT PER PLAN
5'-0"
GRIND SMOOTH ALL WELDS, SANDPRIME AND PAINT BLACK.GENERAL CONTRACTOR TO ENGINEERAND DETAIL TO WITHSTAND WINDEXPOSURE "C" WIND FORCES. SUBMITDEFERRED SHOP DRAWINGS FORAPPROVAL
USE OF GATE UNDER WINDYCONDITIONS IS PROHIBITEDLEAVE GATE LOCKED OPEN ORLOCKED CLOSEDCAUTION NTS GATE SIGNSCALE3
SIGN SHALL BE PERMANENTLYAFFIXED REFLECTORIZED SIGN OFPORCELAIN ON STEEL WITH BEADEDTEXT AT HEIGHT OF 60" ABOVE FINISHGRADE TO TOP OF SIGN.SIGN SHALL BE AFFIXED ON THE BOTHSIDES OF THE GATE AND AT EACHPAIR WHERE APPLICABLE. 4" X 4" X 14" TUBE STEELPAVING PER CIVILGATE WHEEL
GATE TRACK DETAIL 7
3,000 PSI CONCRETE FOOTING4" X 4" X 14" TUBE STEEL
GRIND SMOOTH ALL WELDS, SANDPRIME AND PAINT BLACK3'-2"
5'-6"1'-6"2'-0"
NTS GATE FOOTINGSCALE5
ARCHITECTURALFENCING PLAN
DRC-A1.031" = 30'-0"SCALE6 FENCING PLAN
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
TRUENORTH
EVCAP.
EVCSEVCHARGINGONLY
EVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCS
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
C Y P R E S S W A Y
O R A N G E T H O R P E A V E N U E
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
AUTO AND EMERGENCYVEHICLES ONLYNO TRUCKS ALLOWEDSIGN: NO TRUCK ALLOWED SIGN: TRUCK RIGHT TURN ONLY
PRIMARY TRUCK INGRESS AND EGRESS WILL FROM CYPRESS WAY
SECONDARY INGRESS AND ENTRY FOR TRUCKSCANNOT ACCOMMODATE BOTH MOVEMENTS AT THE SAMETIME 132'-0"
GATE SIGN:"GATE TO BE OPENEDDURING BUSINESS HOURS"
GATE SIGN:"GATE TO BE OPENEDDURING BUSINESS HOURS"
ARCHITECTURALTRUCK CIRCULATION PLAN
DRC-A1.041" = 30'-0"SCALE1 TRUCK CIRCULATION PLAN
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
TRUENORTH
O R A N G E T H O R P E A V E N U E
ARCHITECTURALPHOTOGRAPHS OF THE SITE
DRC-A1.05N.T.S.SCALE1 PHOTOGRAPHS OF THE SITE
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
TRUENORTH
12 3
4 5
2 1
3 5
4 55'-6" 56'-0"5"19'-2"3'-0"4'-10"12'-0"6'-0"14'-0"6'-0"10'-0"26'-0"1'-6"9'-0"6'-0"7'-0"7'-0"6'-0"7'-0"7'-0"6'-0"6'-0" 57'-6"9'-0"1'-6"26'-0"10'-0"6'-0"14'-0"6'-0"12'-0"4'-10"3'-0"6'-0"6'-0"7'-0"7'-0"6'-0"4'-0"6'-0"4'-0"6'-0"
POTENTIALOFFICE
TYP.TYP.TYP.TYP.TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.TYP.
TYP.
TYP.
37'-6"
37'-6"
TYP.
55'-6"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"55'-6"503'-0" 55'-6"56'-0"55'-7"56'-0"56'-0"56'-0"55'-7"56'-0"55'-6"503'-0"5" 5" 243'-6"60'-0"60'-0"66'-0"57'-6"
243'-6"60'-0"60'-0"66'-0"57'-6"
3'-0"31'-10"6'-0"20'-6"3'-0"2'-2"
3'-0"26'-3"3'-0"27'-4"3'-0"25'-8"3'-0"26'-9"
3'-0"2'-2"3'-0"31'-10"
6'-0"20'-6"3'-0"19'-2"3'-0"19'-2"POTENTIALOFFICE
TYP.
TYP.
TYP.
TYP.
TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.
TYP.TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.TYP.TYP.
TYP.
TYP.TYP.
TYP.TYP.
TYP.
TYP.TYP.TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.TYP.
TYP.POTENTIALOFFICE
TYP.TYP.TYP.
TYP.
TYP.TYP.TYP.
TYP.
ARCHITECTURALOVERALL FLOOR PLANDRC-A2.01
CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] CIVIL ENGINEERLANDSCAPE ARCHITECTPACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
GENERAL NOTES
CONCRETE TILT UP PANEL.1KEYNOTESSTRUCTURAL STEEL BUILDING COLUMN2STOREFRONT SYSTEM AND GLAZING SEE ELEVATION FORSPECIFICATION3CONCRETE RAMP WITH 42" H CONC. TILT UP GUARD WALL ORBUILDING WALL49'X10' X 24 GA OVER HEAD ROLL UP DOOR, COUNTER BALANCEDWITH 24" X 6" VISION PANEL. STANDARD GRADE WITH WHITEFACTORY FINISH512'X14' X 24 GA OVER HEAD ROLL UP DOOR, COUNTER BALANCEDWITH 24" X 6"VISION PANEL STANDARD GRADE WITH WHITEFACTORY FINISH.63'X7' HOLLOW METAL DOOR AND FRAME.7PROTECTIVE BOLLARD8CONCRETE STAIR9LONG TERM INTERIOR BICYCLE RACK10ROOF ACCESS LADDER11
1.REFER TO CIVIL DRAWINGS FOR SLAB ON GRADE FINISH FLOORELEVATION AND DIRECTION OF SLOPE IF ANY.2.SLOPE POUR STRIP 12" TO EXTERIOR AT ALL MAN DOORS AND DOCKDOORS. SEE STRUCTURAL DRAWINGS FOR POUR STRIP LOCATIONS.3.ALL DIMENSIONS ARE TO FACE OF CONCRETE PANEL WALL, GRIDLINE OR FACE OF STUD UNLESS NOTED OTHERWISE.4.REFER TO CIVIL DRAWINGS FOR POINT CONNECTION TO OFF-SITEUTILITIES AND CONTRACTOR TO VERIFY ACTUAL UTILITYLOCATIONS.5.CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS TOPREVENT OIL SPILLS.6.CONCRETE SLAB TO HAVE STEEL FLOAT TROWEL BURNISHEDFINISH.7.ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES SHALL BE FILLEDWITH APPROVED 2 PART EPOXY COMPOUND TO MATCH CONCRETECOLOR.8.PROVIDE MM-EP-90 AT CONTROL/EXPANSION JOINTS AT THESPEEDBAY ONLY.PAINT NOTES1.INTERIOR CONCRETE WALL: SINGLE COAT OF ACRYLIC PAINT ONINTERIOR WALLS. SHERWIN WILLIAMS, "SNOWBOUND" SW 7004 -FLAT SHEEN.2.ALL STRUCTURAL STEEL MEMBER INCLUDING COLUMNS, LEDGERS,JOISTS, GIRDERS SHALL RECEIVE LIGHT GRAY SHOP PRIMER. ANYFIELD WELDS SHALL BE TOUCHED UP TO MATCH SHOP PRIMER.3.STRUCTURAL COLUMNS SHALL, SHALL RECEIVE A COAT OF OSHAYELLOW SAFETY WARNING COLOR, PAINT UP TO 12' ABOVE FINISHFLOOR.4.ARCHITECTURAL COATINGS REQUIRE USE OF HVLP SPRAYINGEQUIPMENT OR MINIMUM TRANSFER RATE OF AT LEAST 50% ORMANUAL APPLICATION TECHNIQUE.5.PAINT SHALL BE OF "SUPER COMPLIANT" LOW VOC PER SCAQMDRULE 1113. 1/8" = 1'-0"SCALE2 ENLARGED FLOOR PLAN1" = 50'-0"SCALE1 OVERALL FLOOR PLANTRUENORTH TRUENORTH 503'-0"55'-6"56'-0"55'-7"56'-0"56'-0"56'-0"55'-7"56'-0"55'-6" 243'-6"60'-0"60'-0"66'-0"57'-6"
243'-6"60'-0"60'-0"66'-0"57'-6"
503'-0"55'-6"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"55'-6"3'-0" 3'-0"
3'-0"
3'-0"
3'-0"
3'-0"8'-6"8'-6"
3'-0" 3'-0"
4'-0"7'-8"7'-8"
20'-0"30'-0"10'-0"20'-0"10'-0"20'-0"10'-0"20'-0"26'-0"20'-0" 32'-0"16'-0"16'-0"32'-0"8'-0"24'-0"31'-6"8'-0"32'-0"24'-0"8'-0"32'-0"16'-0"24'-0"32'-0"8'-0"32'-0"16'-0"16'-0"32'-0"8'-0"24'-0"31'-6"27'-6"224'-0" 16'-0"14'-0"16'-0"30'-0"14'-0"14'-0"10'-0"16'-0"14'-0"12'-0"30'-0"
RIDGE LINE
TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
5"5"
TYP.TYP.TYP.
TYP.TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
SLOPE 1/4" PER FT. MIN. TO DRAINSLOPE 1/4" PER FT. MIN. TO DRAIN SLOPE 1/4" PER FT. MIN. TO DRAINSLOPE 1/4" PER FT. MIN. TO DRAINRIDGE LINE TYP.TYP.
7'-8"7'-8"
TYP.
TYP.
TYP.
TYP.TYP.TYP.TYP.
TYP.TYP.14'-0"
14'-0"14'-0"
14'-0"14'-0"
ARCHITECTURALOVERALL ROOF PLANDRC-A2.10
CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] CIVIL ENGINEERLANDSCAPE ARCHITECTPACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
1" = 20'-0"SCALE1 OVERALL ROOF PLANTRUENORTH
GENERAL NOTES
1KEYNOTES4 PLY, CLASS "A" BUILT UP ROOFING, JOHNS MANVILLE 4GNC OR EQUAL. PROVIDE15 YEAR NO DOLLAR WARRANTY WITH 20 YEAR ALTERNATE.2EXHAUST FAN PER MECHANICAL.4MECHANICAL ROOF TOP EQUIPMENT PER MECHANICAL/STRUCTURAL.5 LEGEND
1.VERIFY THAT ALL AREAS HAVE A POSITIVE 14" PER FOOT MIN DRAINAGE PRIOR TOINSTALLATION UNLESS NOTED BY THE STRUCTURAL DRAWINGS2.COORDINATE WITH STRUCTURAL DRAWINGS FOR ROOF ELEVATIONS.3.CONTRACTOR SHALL VERIFY ALL MECHANICAL UNIT LOCATIONS, CURBS AND HOOKUPS WITH SUBCONTRACTORS, MECHANICAL / STRUCTURAL ENGINEERS ANDARCHITECT PRIOR TO INSTALLATION.4.BEFORE SETTING AND ANCHORING OF ANY ROOF MOUNTED EQUIPMENT.CONTRACTOR TO CHECK IF SUCH EQUIPMENT ARE VISIBLE FROM PUBLIC WAY.ALERT THE ARCHITECT IF VISIBLE.5.PROVIDE INVERTED CAP SHEET CRICKETS ALONG UPPER SLOPE OF ALLSKYLIGHTS, MECHANICAL EQUIPMENT UNITS AND OTHER OPENINGS TO FACILITATEPOSITIVE DRAINAGE.6.WHEN REQUIRED BY LOCAL JURISDICTION AND PRIOR TO TRUSS INSTALLATION,TRUSS MANUFACTURE TO SUBMIT PLANS TO BUILDING DEPARTMENT FORAPPROVAL.7.CONTRACTOR SHALL INSURE PRIOR JOB-SITE STORAGE OF MATERIALS TOMINIMIZE EXPOSURE TO MOISTURE DURING THE CONSTRUCTION CYCLE.8.CONTRACTOR TO VERIFY ALL ROOF DEPRESSIONS PER STRUCTURAL DRAWINGS.9.REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN AND SIZING.10.ALL ROOF FASTENERS SHALL MEET ALL LOCAL CODE AND REGULATIONS ANDREQUIREMENTS. PRIOR REQUIREMENTS ARE IN PROJECT JURISDICTION AND ALSOFACTORY MUTUAL WIND UPLIFT PRESSURE REQUIREMENTS.11.WHEN APPLICABLE, FUSEABLE LINKS FOR SMOKE VENTS SHALL BE ONETEMPERATURE RANGE HIGHER THAN THE ESFR SPRINKLER SYSTEM.12.WHEN APPLICABLE, SMOKE VENTS SHALL BE REQUIRED IF AREAS FOR "POTENTIALOFFICES" WILL BE USED FOR HIGH PILE COMBUSTIBLE STORAGE.13.ROOF DRAINS, OVERFLOW DRAINS AND RAINWATER PIPING WITHIN THE INTERIOROF THE BUILDING SHALL BE TESTED IN ACCORDANCE WITH THE PROVISIONS OFTHE PLUMBING CODE FOR TESTING DRAIN, WASTE, AND VENT SYSTEMS.14.ROOF DRAINS, OVERFLOW DRAINS AND PIPING WITHIN THE BUILDING SHALLUTILIZE APPROVED DRAINAGE FITTINGS.15.MANUFACTURE ROOF DRAINS AND OVERFLOWS SHALL BE IAPMO LISTED.16.REFER TO 5/A9.20 FOR MINIMUM CLEARANCE REQUIREMENT.17.AT THE END OF CONSTRUCTION, CLEAR ALL CONSTRUCTION DEBRIS ON ROOF ANDAROUND ROOF DRAINS AND SCUPPERS PLUMBING VENT PIPE PER PLUMBING.6STRUCTURAL JOIST/GIRDER BELOW3CONCRETE PARAPET WALL PER STRUCTURAL. PAINT INSIDE FACE AND TOP OFPARAPET WALL WITH DOMINANT BUILDING COLOR WITH ELASTOMERIC PAINT. TOPOF PARAPET SHALL BE SACKED SMOOTH. 5' WIDE WALK PAD, JOHNS MANVILLE DYNATRED OR EQ.789EXTERIOR DOWN SPOUT AND OVERFLOW SCUPPERS.10INTERIOR ROOF DRAIN AND OVERFLOW SCUPPERS.11INTERIOR ROOF DRAIN AND OVERFLOW DRAIN.12
WHITE SCRIM UNDER ROOF DECK
13ROOF ADDRESS NUMBER, 4'H TEXT, BLACK STENCIL
CONCRETE PARAPET RETURN
4'X8' CURB MOUNTED SKYLIGHTS ICC ESR 3177.BRISTOLITE T4896-SS-CM-1-HS1 OR EQUAL1430" X 54" ACCESS ROOF HATCH WITH 42" BUILT IN GUARD RAIL.
SKYLIGHT & SMOKE HATCHSOLAR READY AREA CALC.
4'X8' CURB MOUNTED SMOKE HATCH UL - 793 - 12/A6.10ARCRALIGHT SOLAR, S-ULSV2DSOLAR READY AREA, SEE SOLAR READY CALCULATION BELOWROOF AREA:105,232 S.F.36' CLEAR MIN FROM 1ST COLUMN LINE + 6"SMOKE HATCH PROVIDED: 0.5% - 512 S.F. (16 EACH)SKYLIGHTS PROVIDED:2.0% - 2,176 S.F. (68 EACH)TOTAL:2.5% - 2,688 S.F. (84 EACH)BURGLAR BARS REQUIRED:YES15% OF ROOF AREA REQUIRED TO BE SOLAR READYROOF AREA: 105,232 S.F.AREA OF SMOKE/SKYLIGHTS:2,688 S.F.(ROOF AREA - AREA OR SMOKE/SKYLIGHTS) X 0.15 = NET AREA REQ105,232 - 2,688 X 0.15 = 15,382 S.F. REQUIREDSOLAR READY AREA PROVIDED: 16,576 S.F. PROVIDED 42'-0"
40'-0"
243'-6"60'-0"60'-0"66'-0"57'-6"
TYP.TYP.
TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.
42'-0"10'-0"5'-0"10'-0"17'-0"
F.F.
T.O.P.57'-6"66'-0" 9'-0"1'-6"6'-2"19'-10"10'-0"4'-0"7'-0"15'-0"26'-0"8'-0"17'-0"3'-9"23'-9"
TSTSTSTS
TSTSTSTS
TVTVTVTV
TVTVTVTV
TVTVTVTVTVTV
TVTVTVTV
TVTVTVTV
TVTVTVTV
TVTVTVTVTSTSTVTVTS
4'-0"2'-0"
2'-0"
4'-0"
1'-0"3'-0"TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 42'-0"
40'-0"
503'-0" 55'-6"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"56'-0"55'-6" TYP.TYP.TYP.TYP.
TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP. TYP.TYP.TYP.TYP. 42'-0"
42'-0"
503'-0"55'-6"56'-0"55'-7"56'-0"56'-0"56'-0"55'-7"56'-0"55'-6"5"5" TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.
TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP. TYP.TYP.TYP.TYP. TYP.TYP.TYP. 42'-0"
42'-0"
243'-6"60'-0"60'-0"66'-0"57'-6"
TYP.
TYP.TYP.TYP.TYP.TYP.
40'-0"
57'-6"TYP.TYP.TYP.TYP.40'-0"
57'-6"TYP.TYP.TYP.TYP.
ARCHITECTURALELEVATIONSDRC-A3.01
CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] CIVIL ENGINEERLANDSCAPE ARCHITECTPACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
1/8" = 1'-0"SCALE7 ENLARGED NORTH ELEVATION
1" = 20'-0"SCALE1 NORTHWEST ELEVATIONGENERAL NOTES
1KEYNOTESCONCRETE PANEL JOINT2PAINTED CONCRETE REVEAL.39' X 10' OVER HEAD DOCK HIGH DOOR412' X 14' OVER HEAD GRADE LEVEL DOOR5ALUMINUM STOREFRONT GLAZING SYSTEM. SEE GLAZINGLEGEND63'X7' HOLLOW METAL DOOR AND FRAME.7
GLAZING LEGEND
1.ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERSUNLESS NOTED OTHERWISE.2.ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3.STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS ANDLINTELS SHALL BE DESIGNED TO RESIST WIND EXPOSURE "C"WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TOINSTALLATION.4.CONTRACTOR SHALL FULL PAINT ONE CONCRETE PANEL WITHSELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVEPRIOR TO PAINT REMAINDER OF BUILDING.5.BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTEDWITH ELASTOMERIC PAINT.6.FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TOBREATH BY PROVIDING A MINIMUM 34" DIAMETER HOLE ON THECORNER.7.USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.8.FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COATTO BE SPRAYED ON.9.WATER BLAST EXTERIOR FACE OF BUILDING WALLS PRIOR TOPAINT.10.ALL CONCRETE PANEL JOINTS SHALL BE CLEARED OF DEBRIS BYPRESSURING WASHING THE CAVITY AND GRIND ANY SHARP EDGESPRIOR TO APPLY PANEL CAULK JOINT.11.ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED ANDWEATHER STRIPPED TO WITHSTAND WIND EXPOSURE "C"12.CONTRACTOR TO PROVIDE MOCK UP PAINT FOR OWNER ANDARCHITECT'S APPROVAL PRIOR TO COMMENCING THE WORK.CONCRETE TILT UP WALL, SEE PAINT AND FINISH LEGEND BELOW 4'X8' PAINTED METAL LOUVER8ROOF DRAIN9
TEMPERED VISION GLASSTEMPERED CONCRETE BACKED SPANDREL GLASSOFFICE / POTENTIAL OFFICE AREAS:VITROGLAZING, VISTACOOL (2) PACIFICA + SOLARBAN 60 (3)VLT: 26, SHGC: 0.17, U VALUE: 0.291" INSULATED UNIT WITH 12" AIRSPACE AND (2) 14" UNITSWAREHOUSE GLAZING AREA:SINGLE PANE 14" VITROGLAZING VISTALCOOL PACIFICA.COLOR / FINISH LEGENDPAINTED CONCRETE SHERWIN-WILLIAMSSW 7005 PURE WHITEPAINTED CONCRETE SHERWIN-WILLIAMSSW 2819 DOWNING SLATEPAINTED CONCRETE SHERWIN-WILLIAMSSW 7076 CYBERSPACEFITZGERALD FORMLINERS. 16021PAINTED W/ SW 7076 CYBERSPACECANOPY: REYNOBOND ACM DURAGLOSS 5000PROGRAM WHITE ROOF LINE BEYOND101" = 20'-0"SCALE2
NORTH ELEVATION
1" = 20'-0"SCALE3 SOUTHWEST ELEVATION
1" = 20'-0"SCALE4
1" = 20'-0"SCALE5
WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION1" = 20'-0"SCALE6
34" MAX JOINT PER STRUCTURAL
PAINT JOINT CAULKING OVER BACKING.POWER WASH, CLEAN AND DRY PRIORTO APPLYING CAULKING. ENSURE THATNO DEBRIS IS BETWEEN THE JOINTS34" CHAMFER TYPICAL34" MAX JOINT PER STRUCTURAL ALTERNATE CONDITION AT BUTT ENDS,SEE FLOOR PLANSREFER TO STRUCTURAL DRAWINGSFOR ADDITIONAL DETAILS.PROVIDE 3HR RATED PANEL CAULKJOINT WHERE AT ALL REQUIREDEXTERIOR WALLS AS NOTED ON THEFLOOR PLAN 1 1/2"CONCRETE TILT PANEL AS OCCUR
CONC. TILT TYP. PANEL JOINT1 1/2"=1'-0"SCALE12
LATCH AND CANE BOLT3"=1'-0"SCALE10
HINGE AT GATE3"=1'-0"SCALE11
58" DIA. X 8" LONG STEEL PIN LATCHWITH 4" LONG HANDLE.
3 - 34" DIM. STEEL HOLLOW PIPE X 1 LONG WELD TO GATE.
2 - 58" DIA. X 10" MIN LONG STEEL CANEBOLT WITH 2" LONG HANDLE 34" DIA. 2" LONG STEEL HOLLOW PIPEWELD TO GATE
GRIND SMOOTH ALL WELD, SAND,PRIME AND PAINT ALL ACCESSORIES LATCH
CANE BOLT
1"3"1"2"1"
1/2"
1/2"1 3/4"1"2"2"
CONCRETE TILT PANEL PERSTRUCTURAL AND ELEVATION
#4 REBARS @ EACH HINGE POINT4.5" X 4.5" X 12" CONTINUOUS STEELEMBED ANGLESTEEL HINGES, WELD TO EMBEDANGLE. 3"X3"X1.5" STEEL ANGLE FRAMEWELDED TO HINGES
18 GA X 1.5" DEEP STEEL DECKINGWELD TO STEEL FRAME WITH 1.5" X1.5" X 14" STEEL ANGLE CROSS BRACE
GRIND SMOOTH ALL WELDS, SAND,PRIME AND PAINT PER ELEVATION C12 @ PERIMETERSTRUCTURAL COLUMN ATTACH TOCONCRETE TILT PANEL SEESTRUCTURAL DRAWINGSCONCRETE TILT WALL AS OCCUR GRIND SMOOTH ALL WELDS, SAND,PRIME AND PAINT ALL STRUCTURALSTEEL MEMBERS PER ELEVATION4 20 GA GALVANIZED METAL DECK
SCALE
RIBS TO RUN DIRECTION OF SLOPE
3'-0"
1/2"=1'-0"
SLOPE 14" PER 12"
TRASH ENCLOSURE CANOPY SECTION
℄ OF COLUMN = ℄ OF PANEL
℄ OF COLUMN = ℄ OF PANELPER STRUCTURAL
MECH. SCREENING / PARAPET1/2"=1'-0"SCALE20
FINISH FLOOR
HVAC UNIT
TOP OF PARAPET
42'-0"VARIES, SEE ELEVATION2"1'-10"2"7'-8"2"1'-10"2"7'-8"2" 10'-0"5'-0"10'-0"
GRIDVARIES, SEE FLOOR PLAN
2" MULLION
2" MULLION
2" MULLION
2" MULLION
2" MULLION
2" MULLION
4'-6"CANOPY
3'-8"1'-4"2" 4'-6"2" 11'-2"2"1'-0"A2" REVEAL
A2" REVEAL
34" DIAMETER X 2" DEEP DRILLEDHOLES IN SLAB FOR CANE BOLTS FOREACH FATE AND ALSO HOLES FORTHE CAN BOLTS WITH THE GATES INTHE OPEN POSITION CONCRETE TILT UP PANELS PERSTRUCTURAL DRAWINGS. SACK ANDPATCH SMOOTH AND FINISH WITHPRIME AND PAINT PER ELEVATION 6" THICK MIN. CONCRETE SLAB WITHCONTROL JOINTS AS REQUIRED ANDMEDIUM BROOM FINISH 12" EXPANSION JOINT MATERIAL ATINTERIOR PERIMETER WALL6"H X 6"W CONCRETE CURB FORWALL PROTECTIONORGANIC2 CU YARD BID6'-10" X 3'-4" SLAB SLOPE @ 1% MAX
17'-4"EQ EQ
4'-0"4'-0"7'-0"
6'-2"
TRASH ENCLOSURE METAL CANOPY
MITERED CORNERS SEE DETAIL 12
STRUCTURAL STEEL CANOPY SEEDETAIL 3 AND 4
CONCRETE TILT UP PANELS PERSTRUCTURAL DRAWINGS. SACK ANDPATCH SMOOTH AND FINISH WITHPRIME AND PAINT PER ELEVATIONMETAL GATE WITH 1.5" X 1.2" X 14" STEEL ANGLE HORIZONTAL BRACEFOR SUPPORT. GRIND SMOOTH ALLWELD, PRIME AND PAINT PERELEVATION FINISH SURFACE10 10 11
8"8"EQEQ5'-6"3"
12"L X 6"H REFLECTED PORCELAINENAMELED STEEL SIGH WITH 1" HIGHBLACK LETTERS ON A WHITEBACKGROUND TYP EXTEND OF METAL DECK TYP.MITERED CORNERS TYP
#10 SMS WITH NEOPRENE WASHERS@ EVERY 4TH FLUE20 GA GALANIZED METAL DECK WITH1.5" DEEP RIBS, SHIP LAP MIN 8" 4X4 HSS PER STRUCTURAL
C12 @ PERIMETER PER STRUCTURALSLOPE 14" PER 12"
17'-10"EQ EQ℄ ℄℄ 10"10"
18'-6"
12'-3"
11'-6"10"10" ℄℄4
GRIND SMOOTH ALL WELDS, SAND,PRIME AND PAINT ALL STRUCTURALSTEEL MEMBERS 3/8"=1'-0"SCALE1 CONCRETE TILT TRASH ENCLOSURE
3/8"=1'-0"SCALE2 TRASH ENCLOSURE ELEVATION
3/8"=1'-0"SCALE3
2 SWALE PER CIVIL DRAWINGS
REFER TO SOIL'S REPORT FOR SLABPREPARATION AND REINFORCEMENTFOR SLAB AS REQUIRED
CONCRETE TILT UP PANEL
6" THICK COCNRETE SLAB WITHMEDIUM BROOM FINISH. PROVIDECONTROL JOINTS AS REQUIRED 12" EXPANSION JOINT MATERIAL6"H CONCRETE CURB
3/8"=1'-0"
CONCRETE APRON PER CIVIL
TRASH ENCLOSURE SECTION
FOOTING PER STRUCTURAL
SCALE5
34" CHAMFER AT ALL OUTSIDECORNERS TYP
FOR COMMERCIAL EDIBLE FOODGENERATORS, PLEASE REFER TOSAMC SECTION 16-37 FOR CITY'SREQUIREMENT
PROVIDE ANTI-GRAFFITI COATINGFOR THE TRASH ENCLOSURE
3'-3"9'-0" > 8'-0" MIN.
LANDFILL3CU YARD BID6'-11" X 3'-11"RECYCLE3CU YARD BID6'-11" X 3'-11" 30" MIN30" MINSLAB SLOPE @ 1% MAXDRAIN - SLOPE SLAB TO DRAINCONNECT TO SEWER ARCHITECTURAL ONSITE TRASH ENCLOSUREDRC-A4.01
CHECKEDSHEET TITLESHEET NUMBER
JOB No.DRAWN24-059
No.ISSUANCEDATE
STEVE HONG
CONSULTANTS
S T E V E K H O N G A R C H I T E C T
STEVE HONG
4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
PACIFIC CONSULTING GROUP, INC.COSTA MESA, CATEL: 818-800-6991EMAIL: [email protected]: KYLE PROUTYRODARTE LANDSCAPE ARCHITECTURE, INC.740 13TH. SUITE 320SAN DIEGO, CA 92101TEL: 909-771-8171EMAIL: [email protected]: LORENZO RODARTE
LTCGG LLC
EVCAP.
EVCSEVCHARGINGONLYEVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP. EVCS
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
ORANGETHORPE AVENUEBUILDING
CYPRESS WAY
R.O.W.
P.L.
P.L.
P.L.R.O.W. B
F
FAE D
1 2
3 6
6 2
2 AC
G
EF3
6 HI
H
J
20'-0"PROPOSEDWATER EASEMENTDESIGN KEY NOTES:1.NEW STREET TREE PER TREE LEGEND.2.DROUGHT TOLERANT SHRUB AND GROUNDCOVER PLANTING PER LEGEND. ALL SHRUBPLANTING AREAS TO RECEIVE A 3" LAYEROF SHREDDED WOOD MULCH.3.PROPOSED PARKING LOT SHADE TREE PERTREE LEGEND.4.FOUNDATION SHRUB PLANTING PERLEGEND.5.ALL TREES LOCATED 5' OR LESS TO CURB,WALKWAY OR WALL SHALL BE INSTALLEDWITH DEEP ROOT BARRIER PANELS. 18" MIN.DEPTH X 10' WIDE PANEL.6.ENHANCED PAVING AT VEHICULAR ENTRY.7.ENHANCED PAVING AT BUILDING ENTRY.
TREES SYMBOL TREE NAMEQTY.WUCOLSPARKING LOT SHADE TREERHUS LANCEA, AFRICAN SUMAC24" BOX SIZE. STANDARD TRUNK.7L EVERGREEN SCREEN TREEPINUS ELDARICA, MONDELL PINE24" BOX SIZE. STANDARD TRUNK.4L CHILOPSIS LINEARIS, DESERT WILLOW24" BOX SIZE. STANDARD TRUNK.7L OLEA E. , OLIVE TREE36" BOX SIZE. STANDARD TRUNK.7L REFERENCE KEY NOTES:A.VEHICULAR ROLLING GATE PER ARCH. PLANS.B.TRASH ENCLOSURE PER ARCH. PLANS.C.ELECTRICAL TRANSFORMER PER ELECTRICALPLANS.D.8' HIGH WROUGHT IRON FENCE PER ARCH.PLANS.E.BIKE RACK PER ARCH. PLANS.F.MONUMENT SIGN PER ARCH. PLANS.G.PUMP HOUSE PER ARCH. PLANS.H.DOMESTIC WATER BACKFLOW PREVENTORPER CIVIL PLANS.I.IRRIGATION BACKFLOW PREVENTOR PERCIVIL PLANS.J.DOUBLE CHECK DETECTOR VALVE ASSEMBLYAND WATER METER PER CIVIL PLANS.
GROUND COVERS SYMBOL NAMEWUCOLSCAREX DIVULSA, BERKELY SEDGE1 GAL. SIZE @ 18" O.C.L ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY1 GAL. SIZE @ 36" O.C.L BACCHARIS P. 'TWIN PEAKS', COYOTE BRUSH1 GAL. SIZE @ 36" O.C.L LANTANA MONTEVIDENSIS, PURPLE LANTANA1 GAL. SIZE @ 30" O.C.L HESPERALOE PARVIFLORA, RED YUCCA1 GAL. SIZE @ 36" O.C.L DIANELLA TASMANICA 'VARIEGATA', WHITE STRIPED TASMAN FLAX LILY1 GAL. SIZE @ 24" O.C.M LANTANA C. 'NEW GOLD', GOLD SPREADING LANTANA1 GAL .SIZE @ 36" O.C.L SALVIA LEUCANTHA, MEXICAN BUSH SAGE1 GAL. SIZE @ 42" O.C.L MUHLENBERGIA RIGENS, DEER GRASS1 GAL. SIZE @ 36" O.C.M SALVIA GREGGII, AUTUMN SAGE1 GAL. SIZE @ 36" O.C.L SHRUBS - SHRUBS SHALL CONSIST OF THE FOLLOWING: SYMBOL SHRUB NAMEWUCOLSALOE STRIATA, CORAL ALOE5 GAL. SIZEL CALLISTEMON 'LITTLE JOHN', DWARF BOTTLEBRUSH5 GAL. SIZEL OLEA E. 'LLITLE OLLIE', DWARF OLIVE5 GAL. SIZEL SALVIA GREGGII, AUTUMN SAGE5 GAL. SIZEL SALVIA LEAUCANTHA, MEXICAN BUSH SAGE5 GAL. SIZEL LEUCOPHYLLUM LANGMANIAE, RIO BRAVO RANGER5 GAL. SIZE. @ 60" O.C.L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER5 GAL. SIZE. @ 60" O.C.L LIGUSTRUM J. TEXANUM, TEXAS PRIVET5 GAL. SIZE. @ 48" O.C.M ROSMARINUS 'TUSCAN BLUE', TUSCAN BLUE ROSEMARY5 GAL. SIZE @ 48" O.C.L NOVEMBER 11, 2025CEDARWOODS FULLERTONFULLERTON, CACONCEPTUAL LANDSCAPE PLANSCALE: 1" = 20'-0"020'40'60'NORTHL-1 LANDSCAPE AND PARKING MATRIX91 STALLS PROPOSED25 SF LANDSCAPE / STALL = 2,275 SF OF LANDSCAPE REQ'D19,109 SF LANDSCAPE PROPOSEDOPEN PARKING AREA = 14,300 SF8% OF OPEN PARKING AREA = 1,144 SF ·ROCK RIP-RAP MATERIAL SHALL BE INSTALLED WHERE DRAIN LINES CONNECTTO INFILTRATION AREAS.·ALL UTILITY EQUIPMENT SUCH AS BACKFLOW UNITS, FIRE DETECTOR CHECKS,FIRE CHECK VALVE, AND AIR CONDITIONING UNITS WILL BE SCREENED WITHEVERGREEN PLANT MATERIAL ONCE FINAL LOCATIONS HAVE BEENDETERMINED.GENERAL NOTES:
THIS IS A CONCEPTUAL LANDSCAPE PLAN. IT IS BASED ON PRELIMINARYINFORMATION WHICH IS NOT FULLY VERIFIED AND MAY BE INCOMPLETE. IT ISMEANT AS A COMPARATIVE AID IN EXAMINING ALTERNATE DEVELOPMENTSTRATEGIES AND ANY QUANTITIES INDICATED ARE SUBJECT TO REVISION AS MORERELIABLE INFORMATION BECOMES AVAILABLE.IRRIGATION NOTE:THE PROJECT WILL BE EQUIPPED WITH A LOW FLOW IRRIGATION SYSTEMCONSISTING OF ET WEATHER BASED SMART CONTROLLER, LOW FLOW ROTORS,BUBBLER AND/ OR DRIP SYSTEMS USED THROUGHOUT. THE IRRIGATION WATEREFFICIENCY WILL MEET OR SURPASS THE CURRENT STATE MANDATED AB-1881WATER ORDINANCE.
CONCEPTUAL PLAN NOTE:
WUCOLS PLANT FACTORTHIS PROJECT IS LOCATED IN 'WUCOLS'REGION '3-SOUTH INLAND COASTAL'.H = HIGH WATER NEEDSM = MODERATE WATER NEEDSL = LOW WATER NEEDSVL= VERY LOW WATER NEEDS PER FMC CHAPTER 15.50 AND SECTION 15.40.040.F.2.a -LANDSCAPE AREA TO EQUAL A MIN. OF 25 SQUARE FEET PERPARKING SPACE, OR 8% OF THE SQUARE FOOTAGE OF THE OPENPARKING AREA WHICHEVER IS GREATER.
TREES SYMBOL TREE NAMEQTY.WUCOLSPARKING LOT SHADE TREERHUS LANCEA, AFRICAN SUMAC24" BOX SIZE. STANDARD TRUNK.7L EVERGREEN SCREEN TREEPINUS ELDARICA, MONDELL PINE24" BOX SIZE. STANDARD TRUNK.4L CHILOPSIS LINEARIS, DESERT WILLOW24" BOX SIZE. STANDARD TRUNK.7L OLEA E. , OLIVE TREE36" BOX SIZE. STANDARD TRUNK.7L DESIGN KEY NOTES:1.NEW STREET TREE PER TREE LEGEND.2.DROUGHT TOLERANT SHRUB AND GROUNDCOVER PLANTING PER LEGEND. ALL SHRUBPLANTING AREAS TO RECEIVE A 3" LAYEROF SHREDDED WOOD MULCH.3.PROPOSED PARKING LOT SHADE TREE PERTREE LEGEND.4.FOUNDATION SHRUB PLANTING PERLEGEND.5.ALL TREES LOCATED 5' OR LESS TO CURB,WALKWAY OR WALL SHALL BE INSTALLEDWITH DEEP ROOT BARRIER PANELS. 18" MIN.DEPTH X 10' WIDE PANEL.6.ENHANCED PAVING AT VEHICULAR ENTRY.7.ENHANCED PAVING AT BUILDING ENTRY.PLANTING LEGEND REFERENCE KEY NOTES:A.VEHICULAR ROLLING GATE PER ARCH. PLANS.B.TRASH ENCLOSURE PER ARCH. PLANS.C.ELECTRICAL TRANSFORMER PER ELECTRICALPLANS.D.8' HIGH WROUGHT IRON FENCE PER ARCH.PLANS.E.BIKE RACK PER ARCH. PLANS.F.MONUMENT SIGN PER ARCH. PLANS.G.PUMP HOUSE PER ARCH. PLANS.H.DOMESTIC WATER BACKFLOW PREVENTORPER CIVIL PLANS.I.IRRIGATION BACKFLOW PREVENTOR PERCIVIL PLANS.J.DOUBLE CHECK DETECTOR VALVE ASSEMBLYAND WATER METER PER CIVIL PLANS.
EVCAP.
EVCSEVCHARGINGONLYEVCSEVCS
EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.EVCAP.
EVCS
NOTE: ALL SHRUB PLANTING AREAS WITHIN LIMIT OF WORK SHALL RECEIVE A 3" LAYER OF SHREDDED WOODMULCH. PROVIDE SUBMITTAL FOR REVIEW PRIOR TO INSTALLATION. MULCH SHALL BE FREE OF RECYCLEDPALM MATERIAL.
GROUND COVERS SYMBOL NAMEWUCOLSCAREX DIVULSA, BERKELY SEDGE1 GAL. SIZE @ 18" O.C.L ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY1 GAL. SIZE @ 36" O.C.L BACCHARIS P. 'TWIN PEAKS', COYOTE BRUSH1 GAL. SIZE @ 36" O.C.L LANTANA MONTEVIDENSIS, PURPLE LANTANA1 GAL. SIZE @ 30" O.C.L HESPERALOE PARVIFLORA, RED YUCCA1 GAL. SIZE @ 36" O.C.L DIANELLA TASMANICA 'VARIEGATA', WHITE STRIPED TASMAN FLAX LILY1 GAL. SIZE @ 24" O.C.M LANTANA C. 'NEW GOLD', GOLD SPREADING LANTANA1 GAL .SIZE @ 36" O.C.L SALVIA LEUCANTHA, MEXICAN BUSH SAGE1 GAL. SIZE @ 42" O.C.L MUHLENBERGIA RIGENS, DEER GRASS1 GAL. SIZE @ 36" O.C.M SALVIA GREGGII, AUTUMN SAGE1 GAL. SIZE @ 36" O.C.L SHRUBS - SHRUBS SHALL CONSIST OF THE FOLLOWING: SYMBOL SHRUB NAMEWUCOLSALOE STRIATA, CORAL ALOE5 GAL. SIZEL CALLISTEMON 'LITTLE JOHN', DWARF BOTTLEBRUSH5 GAL. SIZEL OLEA E. 'LLITLE OLLIE', DWARF OLIVE5 GAL. SIZEL SALVIA GREGGII, AUTUMN SAGE5 GAL. SIZEL SALVIA LEAUCANTHA, MEXICAN BUSH SAGE5 GAL. SIZEL LEUCOPHYLLUM LANGMANIAE, RIO BRAVO RANGER5 GAL. SIZE. @ 60" O.C.L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER5 GAL. SIZE. @ 60" O.C.L LIGUSTRUM J. TEXANUM, TEXAS PRIVET5 GAL. SIZE. @ 48" O.C.M ROSMARINUS 'TUSCAN BLUE', TUSCAN BLUE ROSEMARY5 GAL. SIZE @ 48" O.C.LNORTHL-2 NOVEMBER 11, 2025CEDARWOODS FULLERTONFULLERTON, CAENLARGEMENTS & PLANTING LEGENDSSCALE: 1" = 20'-0"020'40'60' ENLARGEMENT 'A' - ENHANCED LANDSCAPE AT BUILDING ENTRYSCALE: 1/8" = 1'-0" BLDG.
PA
CONCRETECURB PER CIVILPLANSBIKE RACK PERARCH. PLANS
R.O.W.
15.50.045. CERTIFIED LANDSCAPE DESIGN PLAN. A. DESIGN REQUIREMENTS. 1. FOR THE EFFICIENT USE OF WATER, LANDSCAPES SHALL BE CAREFULLY DESIGNED AND PLANNED FOR THEINTENDED FUNCTION OF THEPROJECT. LANDSCAPED AREAS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: A. DESIGNS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS AS SET FORTH INSECTION 15.50.025; B. THE EAWU FOR THE TOTAL LANDSCAPED AREA SHALL NOT EXCEED THE MAWA AS SET FORTH IN SECTION15.50.035; AND C. PLANT MATERIAL. I. ANY PLANT MAY BE SELECTED FOR THE LANDSCAPE, PROVIDING THE EAWU IN THE LANDSCAPE AREADOES NOT EXCEED THE MAWA. METHODS TO ACHIEVE WATER EFFICIENCY SHALL INCLUDE ONE OR MORE OF THEFOLLOWING: A. PROTECTION AND PRESERVATION OF NON-INVASIVE WATER-CONSERVING PLANT, TREE AND TURFSPECIES; B. SELECTION OF WATER-CONSERVING PLANT, TREE AND TURF SPECIES; C. SELECTION OF PLANTS BASED ON LOCAL CLIMATE SUITABILITY, DISEASE AND PEST RESISTANCE; D. SELECTION OF TREES BASED ON SIZE AT MATURITY AS APPROPRIATE FOR THE PLANTING AREA; E. SELECTION OF PLANTS FROM LOCAL OR REGIONAL LANDSCAPE PROGRAM PLANT LISTS; F. IN HIGH FIRE HAZARD AREAS, SELECTION OF PLANTS FROM CITY OF FULLERTON VERY HIGH FIREHAZARD SEVERITY ZONEREQUIREMENTS. II. PLANTS SHALL BE SELECTED AND PLANTED APPROPRIATELY BASED UPON THEIR ADAPTABILITY TO THECLIMATIC, GEOLOGIC, ANDTOPOGRAPHICAL CONDITIONS OF THE PROJECT SITE, INCLUDING THE FOLLOWING: A. USE THE SUNSET WESTERN CLIMATE ZONE SYSTEM, OR EQUIVALENT GENERALLY ACCEPTED MODELS,WHICH TAKES INTOACCOUNT TEMPERATURE, HUMIDITY, ELEVATION, TERRAIN, LATITUDE, AND VARYING DEGREES OF CONTINENTALAND MARINE INFLUENCE ON LOCALCLIMATE; B. RECOGNIZE THE HORTICULTURAL ATTRIBUTES OF PLANTS (I.E., MATURE PLANT SIZE, INVASIVE SURFACEROOTS) TO MINIMIZEDAMAGE TO PROPERTY OR INFRASTRUCTURE (E.G., BUILDINGS, SIDEWALKS, AND POWER LINES); ALLOW FORADEQUATE SOIL VOLUME FOR HEALTHYROOT GROWTH; AND C. CONSIDER THE SOLAR ORIENTATION FOR PLANT PLACEMENT TO MAXIMIZE SUMMER SHADE ANDWINTER SOLAR GAIN. III. HIGH WATER USE PLANTS, CHARACTERIZED BY A PLANT FACTOR OF 0.7 TO 1.0, ARE PROHIBITED INSTREET MEDIANS. IV. TURF SHALL NOT BE TREATED AS A FILL IN MATERIAL, BUT RATHER AS A PLANNED ELEMENT OF THELANDSCAPE. THE USE OF TURFGRASS IS ONLY RECOMMENDED IN ACTIVE USE AREAS WHERE IT PROVIDES A PLAYING SURFACE.GROUNDCOVERS AND DROUGHT TOLERANTGRASSES THAT REQUIRE LESS WATER ARE RECOMMENDED IN NON-ACTIVE AREAS. TURF FOR NON-ACTIVE USESHALL BE LIMITED TO 25% OF THELANDSCAPED AREA OR AS OTHERWISE RESTRICTED BY THE MAWA. TURF SHALL NOT BE PERMITTED INLANDSCAPED AREAS WITH A SLOPEPERCENTAGE GREATER THAN 25%. WHERE TURF IS UTILIZED, IT SHALL BE SEPARATED FROM OTHER LANDSCAPEAREAS BY A BORDER, MOW STRIP,OR OTHER MATERIAL AS APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. V. PLANTING DESIGN (SPECIES, QUANTITY, SIZE AND SPACING) SHALL ACHIEVE 70% LANDSCAPE AREACOVERAGE WITHIN 2 GROWINGSEASONS FROM INSTALLATION. VI. PLANT MATERIAL SHALL BE UTILIZED TO: SCREEN TRASH ENCLOSURES AND PUBLIC UTILITIES ANDCONNECTIONS; RELIEVE SOLID,UNBROKEN BUILDING ELEVATIONS AND SOFTEN CONTINUOUS WALL EXPANSES; OR AS OTHERWISE REQUIRED BYFULLERTON MUNICIPAL CODE15.46.050A AND 15.47.050A. VII. ALL PLANTING AREAS SHALL BE SEPARATED FROM PARKING AND VEHICULAR CIRCULATION AREAS BY ARAISED, CONTINUOUS SIX-INCHPORTLAND CEMENT CONCRETE CURB. THE COMMUNITY DEVELOPMENT DIRECTOR MAY APPROVE OTHERMATERIALS THAT ACCOMPLISH THESAME PURPOSE. VIII. PROJECTS INCLUDING UNIMPROVED PRIVATE YARDS OR OPEN SPACES TO BE LANDSCAPED OROTHERWISE COMPLETED BY THEBUYER OF THE LOT SHALL COMPLY WITH SECTION 15.50.090.A. XIV. ARTIFICIAL PLANTS AND SURFACES PAINTED TO APPEAR AS PLANT MATERIAL ARE NOT ACCEPTABLEUNDER ANY CIRCUMSTANCES IN ALANDSCAPED AREA. SYNTHETIC TURF SHALL BE PERMITTED PURSUANT TO FULLERTON MUNICIPAL CODE SECTION15.56.140. 2. MATERIALS SHALL BE LOCATED BY HYDROZONE SUCH THAT: A. HYDROZONES SHALL CONSIST OF PLANTS MATERIALS WITH SIMILAR WATER USE EXCEPT WHERE SPECIFIEDAS A PERMITTED MIX. B. INDIVIDUAL HYDROZONES THAT MIX PLANTS OF MODERATE AND LOW WATER USE OR MODERATE AND HIGHWATER USE SHALL BE PERMITTED IF: I. THE PLANT FACTOR CALCULATION IS BASED ON THE PROPORTIONS OF THE RESPECTIVE PLANT WATERUSES AND THEIR RESPECTIVE PLANTFACTORS; OR II. THE PLANT FACTOR OF THE HIGHER WATER USING PLANT IS USED FOR THE CALCULATIONS. C. INDIVIDUAL HYDROZONES THAT MIX HIGH AND LOW WATER USE PLANTS SHALL NOT BE PERMITTED. 3. A LANDSCAPE DESIGN PLAN FOR PROJECTS IN FIRE-PRONE AREAS AND FUEL MODIFICATION ZONES SHALLCOMPLY WITH REQUIREMENTS OFTHE FULLERTON FIRE DEPARTMENT FULLERTON VERY HIGH FIRE HAZARD SEVERITY ZONE REQUIREMENTS. WHENCONFLICTS BETWEEN WATERCONSERVATION AND FIRE SAFETY DESIGN ELEMENTS EXIST, THE FIRE SAFETY REQUIREMENTS SHALL HAVEPRIORITY. 4. SOIL PREPARATION, MULCH AND AMENDMENTS. A. PRIOR TO THE PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLECONDITION. ON ENGINEEREDSLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THIS REQUIREMENT. B. SOIL AMENDMENTS SHALL BE INCORPORATED ACCORDING TO RECOMMENDATIONS OF THE SOIL REPORTAND WHAT IS APPROPRIATE FORTHE PLANTS SELECTED. C. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000SQUARE FEET OF PERMEABLEAREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6%ORGANIC MATTER IN THE TOP 6 INCHESOF SOIL, AS DETERMINED BY THE SOIL MANAGEMENT PLAN, ARE EXEMPT FROM ADDING COMPOST AND TILLING. D. THE EXPOSED SOIL SURFACES ON THE GROUND PLANE SHALL BE COVERED WITH A MINIMUM THREE-INCHLAYER OF MATERIAL TOIMPROVE WATERHOLDING CAPABILITIES OF SOIL THROUGH REDUCED EVAPORATION AND COMPACTION. ORGANICMATERIALS FROM RECYCLED ORPOST-CONSUMER SHALL TAKE PRECEDENT OVER INORGANIC MATERIALS OR VIRGIN FOREST PRODUCT. MATERIALMAY BE DECORATIVE GRAVEL,STONES, DECOMPOSED GRANITE, COMPOST, OR MULCH AS APPROPRIATE FOR THE PLANT MATERIAL AND OF ASIZE SUFFICIENT TO REMAIN INPLACE ONCE IT HAS BEEN INSTALLED. STABILIZING MULCHING PRODUCTS THAT MEET CURRENT ENGINEERINGSTANDARDS SHALL BE USED ONSLOPES. E. STABILIZING MULCHING PRODUCTS SHALL BE USED ON SLOPES THAT MEET CURRENT ENGINEERINGSTANDARDS SUCH AS THOSEDETAILED IN THE USDA/USAID LOW-VOLUME ROADS ENGINEERING BEST MANAGEMENT PRACTICES FIELD GUIDE. F. THE MULCHING PORTION OF THE SEED/MULCH SLURRY IN HYDRO-SEEDED APPLICATIONS SHALL MEET THEMULCHING REQUIREMENT.
ADDITIONAL NOTES
CONCRETE BAND
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C000TITLE SHEET
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C010EXISTING CONDITIONS
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
REVISIONS:NOT FORCONSTRUCTION
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C100EROSION & SEDIMENTCONTROL PLAN
AC201
BC201
DC201EC201
CC201
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C200ROUGH GRADING PLAN
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C201GRADING SECTIONS
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
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C202GRADING SECTIONSCONT'D
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C210PRECISE GRADING PLAN
EVCHARGINGONLY
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C211PRECISE GRADING PLANCONT'D
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C220GRADING DETAILS
EVCHARGINGONLY
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT 2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
REVISIONS:NOT FORCONSTRUCTION
24136
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
REVISIONS:NOT FORCONSTRUCTION
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C300WQMP/ DRAINAGE PLAN
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
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C310DRAINAGE DETAILS
EVCHARGINGONLY
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT 2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
10.31.2025CEDARWOODS FULLERTON
REVISIONS:NOT FORCONSTRUCTION
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C400UTILITY PLAN
2239 STATE AVE, #BCOSTA MESA, CA 92627T: 818 800 6991E: [email protected] JOB NO. 24136 JOB NO.:DATE:SCALE:SHEET TITLE:SHEET NUMBER:AS NOTED2461 - 2495 E. ORANGETHORPE AVE.FULLERTON, CA 92831
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REVISIONS:NOT FORCONSTRUCTION
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C401FIRE FLOW TEST