OFFICIAL USE ONLY PROJECT DATA VICINITY MAP MASTER SITE PLAN DAB-A1.0 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE PROJECT INFORMATION
OFFICIAL USE ONLY FENCE PLAN DAB-A1.0F Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100
hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE PLAN KEYNOTES 2134567891011 121314151617181920 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL OFFICIAL USE ONLY SIGNAGE & TRUCK TURNING PLAN DAB-A1.0T Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE SIGNAGE & TRUCK TURNING PLAN KEYNOTES 21 SIGN INDICATING "OFF - SITE PARKING FOR ANY EMPLOYEE, TRUCK OR OTHER OPERATION RELATED VEHICLE IS STRICTLY PROHIBITED. NO TRUCK IDLING SIGN. FOR AUTOS FOR TRUCKS OFFICIAL USE ONLY PROJECT DATA VICINITY MAP PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING OVERALL SITE PLAN 1-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE SITE PLAN KEYNOTES 21345678 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. 91011 1213141516 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. 17181920 ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL LEGAL DESCRIPTION OVERALL FLOOR PLAN 1-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY.
ELEVATIONS 1-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 1-DAB-A4.1 KEYMAP OVERALL SITE PLAN 2-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA OFFICIAL USE ONLY PROJECT DATA VICINITY MAP SITE SITE PLAN KEYNOTES 2134567891011 12 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 1314151617181920 LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING LEGAL DESCRIPTION OVERALL FLOOR PLAN 2-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION.
ELEVATIONS 2-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 2-DAB-A4.1 KEYMAP OVERALL SITE PLAN 3-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA OFFICIAL USE ONLY PROJECT DATA VICINITY MAP SITE SITE PLAN KEYNOTES 21345678 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. 91011 1213141516 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. 17181920 ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING LEGAL DESCRIPTION OVERALL FLOOR PLAN 3-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION.
ELEVATIONS 3-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 3-DAB-A4.1 KEYMAP DAB-A4.2 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter
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-- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA TRASH ENCLOSURE & TYPICAL WALL SECTION
BUILDING 1 BUILDING 2 BUILDING 3 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING
CITRUS AVENUE
OLEANDER AVENUE SANTA ANA AVENUE N.A.P. EMPLOYEE BREAK AREA EMPLOYEE BREAK AREA TURF BLOCK 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box Brisbane Box Tristania conferta TREES 24" Box Afghan Pine Pinus eldarica 18 L 24" Box African Sumac Rhus lancea 38 L SYMBOL BOTANICAL/COMMON NAME PLANTING LEGEND SIZE QTY WUCOLS REMARKS 15 Gal 50 M Olive Olea europaea Standard Chitalpa tashkentensis Chitalpa 24" Box 25 L Standard Standard 25 L Multi Standard 48" Box 36" Box 41 24" Box Crape Myrtle Lagerstroemia i 'Muskogee' 63 M Street Tree Chilean Mesquite Prosopis chilensis 24" Box 12 L Standard 36" Box 19 Chilopsis linearis Desert Willow 24" Box 12 L Multi GROUNDCOVER SYMBOL SIZE SPACING SHRUBS BOTANICAL/COMMON NAME WUCOLS SYMBOL BOTANICAL/COMMON NAME SIZE SPACING WUCOLS REMARKS Texas Privet Ligustrum j. Texanum Lonicera j. 'Halliana' Hall's Honeysuckle 1 Gal 48" O.C. L Altas Fescue Festuca mairei 1 Gal 24" O.C. M Chalk Sticks Senecio mandraliscae 1 Gal 24" O.C. M 5 Gal M Callistemon 'Little John' Dwarf Bottle Brush 5 Gal M Pineapple Gauva Acca sellowiana 5 Gal M Deer Grass Muhlenbergia rigens 5 Gal M Carissa m. 'Green Carpet' Prostrate Natal Plum 1 Gal 36" O.C. M 3' OC 3' OC 3' OC 4' OC hardscape hardscape hardscape 2.5' from hardscape 2' from 2' from 2' from Rhaphiolepis i. 'Clara' Indian Hawthorn 5 Gal M 3' OC hardscape 2' from Russelia equisetiformis Coral Bush 5 Gal M 5' OC hardscape 3' from PARKING LOT TREE REQUIREMENTS 1 TREE FOR EVERY 4 PARKING SPOTS TOTAL PARKING SPOTS: 264 TOTAL PARKING TREES REQUIRED: 66 TOTAL PARKING TREES PROVIDED: 118 PARKING LOT SHADING REQUIRMENTS BUILDING 1 - 3,212 SF REQ, 3,382 SF PROVIDED BUILDING 2 - 6,025 SF REQ, 6,263 SF PROVIDEDBUILDING 3 - 6,025 SF REQ, 6,380 SF PROVIDED Fontana, California 22-048 04.19.22 Oleander Ave and Santa Ana Ave HUNTER LANDSCAPE 711 FEE ANA STREET 714.986.2400 FAX 714.986.2408 PLACENTIA, CA 92870 08.24.22 11.22.22 01.31.23 03.19.23 10.24.23 11.06.23 0 30' 60' 120' N