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ALLEY ℄ HISTORIC BUILDING = 3263 SQFT. 3' - 0" 4' - 0 " 3' - 4 " PROPERTY LINE 150.04' PROPERTY LINE 150.05' PR O P E R T Y L I N E 5 0 . 4 0 ' PROPERTY LINE 50.93' (E) RESIDENCE (E) RESIDENCE (E) RESIDENCE SF2 SF2 SF3 SF3 SF2 SF1 SF1 SF1 32-01 32-02 02-35 TYP. 31-01 31-01 32-0532-05 TYP. 32-06 32-06 32-06 TYP. 32-03 32-03 32-03 32-04 TYP. 32-04 32-12 32-09 33-01 TYP. 32-06 02-40 02-41 TYP. 31-01 02-04 ROOF OVERHANG 17' - 0" 6' - 0" G1 G2 G5 G3 G4 EQ EQ 10'-0" MAX. 9' - 1" TYP. EQ EQ 10'-0" MAX. 9' - 4" TYP. 8' - 4 " 8' - 4 " 8' - 4 " 8' - 4 " 8' - 4 " 3' - 9 " 5' - 4 1/2"2' - 6" 18 ' - 7 " 11 A5.02 3 A5.02 TYP. 32-10 9 A5.02 TYP. 32-10 9 A5.02 3 A5.02 3 A5.02 4" 4" 1' - 6" 1' - 6 " 7' - 4 " 1' - 6"TYP. 32-10 9 A5.02 TYP. 32-10 9 A5.02 10 A5.02 TYP. 2 A5.02 6 A5.02 TYP. 6 A5.02 TYP. 23-03 23-03 7' - 6"11' - 6"7' - 10 1/2" 6' - 0 " 3' - 4 " EQ EQ 4" 26-02 7' - 1"7' - 1"7' - 1"VARIES 4" 23-07 23-07 32-11 32-12 08-08 22-10 32-13 32-14 26-09 26-09 24' - 7 1/8" ACCESSIBLE DOOR ACTUATOR PER CHBC 8-603.4, POWER-ASSISTED DOOR MAY BE CONSIDERED EQUIVALENT ALTERNATIVE TO STRIKESIDE CLEARANCE. (E ) 5 ' - 0 " 7' - 7" TYP. (E ) 4 ' - 1 0 " (E ) 3 ' - 0 " (E ) 4 ' - 0 " 6' - 1 " 6' - 1 " 6' - 1 " 6' - 1 " 8' - 3"8' - 6"8' - 6" CENTER DRIVEWAY ON (E) WALL 16 ' - 1 0 " V I F (E) 24' - 10 1/2" VIF (E) 90' - 6" VIF (E) 34' - 8" VIF (E) 24' - 9 3/8" VIF (E) 72' - 7" VIF (E) 52' - 8 1/8" VIF G6 5' - 6 " 5' - 3" SITE PLAN GENERAL NOTES 1. REFER TO ADDITIONAL NOTES ON SHEET T0.01. 2. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON THE DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY OF VARIATIONS OR DISCREPANCIES. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATIONS OR DISCREPANCIES ARE RESOLVED BY THE ARCHITECT. 3. RESTORE ALL SURROUNDING AREAS AFFECTED BY THE WORK. PROTECT ALL EXISTING ITEMS THAT ARE TO REMAIN. 4. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DIMENSIONS ARE TO FACE OF FINISHED WALL, U.O.N. DIMENSIONS OF (E) CONDITIONS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. WHERE NO DIMENSION IS PROVIDED CONSULT WITH THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH AFFECTED WORK. 5. CONTRACTOR SHALL VERIFY "CENTERLINE" AND "MATCHLINE" ALIGNMENTS OF ALL ARCHITECTURAL ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING. 6. WHERE ORIGINAL MATERIALS REMAIN AND ARE SALVAGEABLE, ORIGINAL MATERIALS SHALL BE REPAIRED AS NEEDED. IF DETERIORATION IS BEYOND REPAIR OR ORIGINAL BUILDING FEATURES ARE MISSING, ALL NEW MATERIALS SHALL MATCH ORIGINALS AS CLOSE AS POSSIBLE AND MEET THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION. 7. LANDSCAPE CONTRACTOR TO COORDINATE AND OVERSEE IRRIGATION DESIGN AND INSTALLATION. IRRIGATION SYSTEMS TO BE DESIGNED AND MAINTAINED TO PREVENT SPRAY ON TO STRUCTURES (CAL GREEN 5.407.2.1). ALL IRRIGATION COMPONENTS TO MEET THE CITY STANDARD EQUIPMENT LIST. SITE PLAN LEGEND KEYNOTES CONCRETE VEHICULAR PAVING; REFER TO PROPERTY LINE SITE LIGHT FIXTURE TAG, REFER TO A0.00 FOR FIXTURE SCHEDULE NOTE: REFER TO A1.20 FOR BUILDING LIGHT FIXTURE SCHEDULE FxSFx FIXTURE SCHEDULE -SITE LIGHTING GATE SCHEDULE GATE NO.SIZE MATERIAL FINISH DETAIL REMARKS G1 3'-0" W x 8'-0" H STEEL POWDER COAT 7/A5.02 1 G2 3'-2" W x 8'-0" H STEEL POWDER COAT 8/A5.02 3 G3 3'-5" W x 8'-0" H STEEL POWDER COAT 8/A5.02 3, 5 G4 2'-7" W x 8'-0" H STEEL POWDER COAT 8/A5.02 3, 5 G5 17'-0" W x 8'-0" H STEEL POWDER COAT - 2 REMARKS: 1. CUSTOM EGRESS GATE; CONTRACTOR TO SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR APPROVAL. PROVIDE SELF-CLOSING HINGES, PANIC HARDWARE AND GATE PULL BAR - INSTALLED PER MANUFACTURER'S INSTRUCTIONS 2. CUSTOM SLIDING GATE WITH WIRELESS ENTRY; CONTRACTOR TO SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR APPROVAL. 3. PROVIDE SELF-CLOSING HINGES AND LOCKABLE LATCH - INSTALLED PER MANUFACTURER'S INSTRUCTIONS 4. PROVIDE SELF-CLOSING HINGES, GATE PULL BARS, AND CANE BOLTS - INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 5. EMPLOYEE USE GATE ONLY. 6. CUSTOM EGRESS GATE; CONTRACTOR TO SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR APPROVAL. PROVIDE SELF-CLOSING HINGES AND GATE LATCH AND LEVER - INSTALLED PER MANUFACTURER'S INSTRUCTIONS. GATE TO NOT BE OPERABLE FROM ALLEY SIDE, PROVIDE NO ACEESS HARDWARE. PANIC HARDWARE IS NOT REQUIRED FOR OCCUPANT COUNT. NOTE: 1. CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS OF GATES AND GATE HARDWARE FOR APPROVAL PRIOR TO FABRICATION; REFER TO SPECIFICATION. GATE TAG, REFER TO GATE SCHEDULEGx CONCRETE PAVING / PATHWAY; REFER TO 1 A5.02 5 A5.02 GRAVEL SWALE; REFER TO CIVIL DRAWINGS G6 3'-0" W x 8'-0" H STEEL POWDER COAT 7/A5.02, SIM 6 4' 0' 4' 8'12' Scale Project number Date Drawn by Jen Dunbar, AIA phone: 310.435.3928 12314 La Maida Street Valley Village, CA 91607 jen@dunbararchitecture.com DUNBAR ARCHITECTURE JD/AP As indicated 4/ 7 / 2 0 2 5 9 : 2 1 : 1 9 P M A0.00 SITE PLAN 23004 CYPRESS CENTER RESTORATION CITY OF SANTA ANA 1/17/2025 625 S. CYPRESS AVE. SANTA ANA, CA 92701 3/16" = 1'-0"A0.00 1 SITE - PROPOSED 02-04 (E) SCORED SLAB TO REMAIN; CLEAN, PATCH AND REPAIR TOPPING SLAB AS REQUIRED FOR SMOOTH FLOOR SURFACE, ASSUME 10% OF SLAB WILL NEED TO BE PATCHED; REFER TO FINISH PLAN FOR SCORED PATTERN 02-35 (E) TREE AND ROOTS TO REMAIN, PROTECT IN PLACE; PROVIDE TREE PROTECTION FENCING AND CARE PER SPECIFICATIONS 02-40 (E) STREET LIGHT TO REMAIN 02-41 (E) POWER POLE TO REMAIN 08-08 ACCESSIBLE DOOR ACTUATOR PUSH PLATE, POLE MOUNTED. 22-10 RECESSED WALL MOUNTED HOSE BIB, LOCAKABLE HOUSING, REFER TO PLUMBING DRAWINGS 23-03 HVAC CONDENSING UNIT, FLOOR MOUNTED TO 6" CONCRETE HOUSEKEEPING PAD, REFER TO MECHANICAL & STRUCTURAL DWGS. 23-07 HVAC CONDENSING UNIT, WALL MOUNTED, REFER TO MECHANICAL AND STRUCUTRAL DWGS. 26-02 MAIN METER/ MAIN DISTRIBUTION PANELBOARD MOUNTED TO 4" CONCRETE HOUSEKEEPING PAD, REFER TO ELECTRICAL AND STRUCTURAL DRAWINGS 26-09 SITE POLE LIGHT, REFER TO LIGHT FIXTURE SCHEDULE ON A0.00 & STRUCUTRAL DWGS FOR FOOTING DETAIL 31-01 PLANTING AREA, REFER TO LANDSCAPE DWGS. 32-01 DRIVEWAY APPROACH PER CITY OF SANTA ANA STANDARDS; REFER TO CIVIL DWGS. 32-02 CONCRETE DRIVEWAY TO MATCH ORIGINAL CONFIGURATION 32-03 CONCRETE PAVING / PATHWAY, MATCH ORIGINAL CONFIGURATION 32-04 CONCRETE VEHICULAR PAVING 32-05 TRASH/RECYCLING 32-06 8'-0" TALL METAL FENCE AT SIDES AND REAR PERIMETER OF SITE 32-09 6" HIGH CONCRETE CURB 32-10 SAWCUT JOINT, TYP 32-11 CONCRETE V-GUTTER, REFER TO CIVIL DWGS. TYPE MARK COUNT DESCRIPTION COMMENTS SF1 3 PATH LIGHT REFER TO ELECTRICAL DRAWINGS AND CUT SHEETS FOR SELECTED PRODUCTS SF2 3 UP LIGHT REFER TO ELECTRICAL DRAWINGS AND CUT SHEETS FOR SELECTED PRODUCTS SF3 2 SITE POLE LIGHT REFER TO ELECTRICAL DRAWINGS AND CUT SHEETS FOR SELECTED PRODUCTS NOTE: REFER TO A1.20 FOR BUILDING LIGHTING FIXTURE SCHEDULE 32-12 GRAVEL SWALE, REFER TO CIVIL DWGS. 32-13 FLAG POLE, REFER TO STRUCTURAL DWGS. FOR FOOTING DETAIL 32-14 SAW CUT EXISTING FULL DEPTH PAVEMENT, REFER TO CIVIL DWGS; EXTENTS FOLLOWS CITY STANDARD PLAN REQUIREMENTS #319 CASE 2 33-01 WATER METER VAULT IN (E) LOCATION, REFER TO CIVIL DWGS. No. Description Date DESIGN DEVELOPMENT 1/12/2024 75% CD 3/15/2024 90% CD 5/14/2024 PERMIT SET 5/17/2024 OCFA SUBMITTAL 9/26/2024 BACKCHECK SET 1/17/2024 BACKCHECK SET_V2 4/8/2025