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1700 E St Andrew - Plan
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Last modified
6/6/2025 1:19:16 PM
Creation date
6/6/2025 1:18:35 PM
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Plan
Permit Number
30147489
101120027
101120028
Full Address
1700 E St Andrew Pl
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GFI <br />FE <br />ENLARGED SITE PLAN EAST <br />PARKING LOT - <br />CONSTRUCTION PLAN <br />AS NOTED <br />ENLARGED PLAN @ MAIN ENTRANCE AND EAST PARKING AREA 1- CONSTRUCTION PLAN 1SCALE: <br />1/8" = 1'-0" <br />N <br />PROJECT: <br />DATE: <br />DRAWN: <br />SCALE: <br />PROJECT NO: <br />REVIEWED: <br />SHEET NO: <br />SHEET TITLE: <br />STAMP AND SIGNATURE: <br />CONSULTANTS: <br />DATE DESCRIPTION DELTA <br />DRAWINGS ISSUE <br />06/21/2024 ISSUE FOR PLAN CHECK <br />6083 Bristol Parkway <br />Culver City, CA 90230 <br />515 South Flower St., Suite 1200 <br />Los Angeles, CA 90071 <br />18600 MacArthur Blvd., Suite 100 <br />Irvine, CA 92612 <br />485C US Route 1 South, Suite 105 <br />Iselin, NJ 08830 <br />www.saaia.com <br />T 310.553.3252 <br />T 213.929.1400 <br />T 949.724.8958 <br />San Francisco, CA 94105 <br />T 415.390.6793 <br />T 848.200.1200 <br />New York, NY 10017 <br />T 917.512.6688 <br />575 Market St., Suite 502 <br />711 3rd Ave., 6th Floor <br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL <br />REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, <br />OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. <br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED <br />10/09/2024 <br />D.S. <br />K.L./M.P. <br />635330 <br />1700 E ST ANDREW <br />ACCESSIBLITY <br />UPGRADES <br />1700 E ST ANDREW PL <br />SANTA ANA, CA 92705 <br />C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A <br />S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y <br />IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN <br />RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS <br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT <br />ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON <br />THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS <br />AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS <br />REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR <br />COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT <br />BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. <br />08/20/2024 ISSUE FOR PLAN CHECK - OCFA <br />09/06/2024 PLAN CHECK COMMENTS 01 1 <br />10/09/2024 INSPECTION CORRECTIONS 2 <br />A-0.8b <br />CONSTRUCTION KEYNOTES <br />0.0%0. <br />0 <br />%FINISH SLOPES <br />NEW CONCRETE PAVING. <br />SITE LEGEND <br />C.1 <br />C.2 <br />C.3 <br />C.4 <br />C.5 <br />C.7 <br />EXISTING PARKING STRIPING TO REMAIN, PROTECT IN PLACE. RE-PAINT STRIPING AFFECTED BY CONSTRUCTION. <br />EXISTING CONCRETE CURBS TO REMAIN. CLEAN, REPAIR, AND PAINT AREAS AFFECTED BY CONSTRUCTION. PAINT <br />AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON SHEET A-0.4. <br />EXISTING CONCRETE PAVING TO REMAIN. CLEAN AND REPAIR PAVING AFFECTED BY CONSTRUCTION. <br />EXISTING ASPHALT PAVING TO REMAIN. PATCH AND REPAIR PAVING AFFECTED BY CONSTRUCTION. <br />NEW ACCESSIBLE STALL PARKING STRIPING TO BE CODE COMPLIANT. PROVIDE NEW PARKING STALL EMBLEM. <br />RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS 12 & 17/A-0.5. SEE CIVIL <br />DRAWINGS. <br />NEW CONCRETE CURBS. PAINT AND LETTER FIRE LANES PER OCFA REQUIREMENTS. SEE OVERALL SITE PLAN ON <br />SHEET A-0.4. SEE CIVIL DRAWINGS. <br />NEW ACCESSIBLE CONCRETE WALKWAY FLUSH WITH ASPHALT PARKING LEVEL. RE-GRADE TO PROVIDE A 5% MAX. <br />SLOPE IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH <br />AND COLOR. SEE CIVIL DRAWINGS FOR MORE INFORMATION. <br />REPAIR EXISTING CONCRETE ACCESSIBLE WALKWAY TO BE CODE COMPLIANT WITH A 5% MAX. SLOPE IN THE <br />DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE <br />CIVIL DRAWINGS FOR MORE INFORMATION. <br />C.8 <br />C.9 <br />C.11 <br />C.12 <br />C.13 <br />EXISTING ENTRANCE SIGN MISSING TEXT. MODIFY EXISTING OR REPLACE WITH NEW SIGN AT EXISTING POST, <br />REFER TO SHEET A-0.5, DETAIL 13 FOR ENTRANCE SIGNAGE. <br />MODIFY EXISTING SUB-BASE AS REQUIRED AND RESURFACE WITH NEW ASPHALT PAVING AT ACCESSIBLE STALLS <br />AND ACCESS AISLES. NEW PAVING SURFACE TO BE LEVEL AND CODE COMPLIANT WITH A MAXIMUM 2% SLOPE IN <br />ALL DIRECTIONS. SEE CIVIL DRAWINGS. <br />C.8 <br />C.14 NEW TRUNCATED DOME/DETECTABLE WARNING SYSTEM. PROVIDE 6" MIN. - 8" MAX. WIDE DEMARCATION <br />BETWEEN THE WALKWAY AND VEHICULAR AREA. SEE DETAIL 18/A-0.5. <br />NEW CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES TO PREVENT ENCROACHMENT OF VEHICLES <br />OVER REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES, PER CODE SECTION CBC 11B-502.7.2C.15 <br />NEW ACCESSIBLE SIGN AT ACCESSIBLE PARKING STALLS, WITH POST AND FOOTING. SE DETAILS 19 AND 20/A-0.5. <br />C.1 C.1 <br />C.1 C.1 <br />C.4 <br />C.4 C.4 <br />C.4 <br />C.12 <br />C.6 NEW ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALL TO BE CODE COMPLIANT. DENOTE WITH 12" MIN. <br />HIGH "NO PARKING" LETTERING. RE-GRADE AREA TO PROVIDE A 2% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL <br />17/A-0.5. SEE CIVIL DRAWINGS. <br />KEY PLAN <br />SCOPE OF WORK <br />NEW ACCESSIBLE 6" HIGH CONCRETE CURB RAMP. SLOPE 8.33% MAX. IN DIRECTION OF TRAVEL AND 2% MAX. <br />CROSS SLOPE. MATCH EXISTING ADJACENT PAVING FINISH AND COLOR. SEE CIVIL DRAWINGS FOR MORE <br />INFORMATION. <br />C.10 <br />AREA NOT IN CONTRACT (N.I.C.). <br />EXISTING SITE ELEMENT TO REMAIN, PROTECT IN PLACE. <br />CLEAN/REPAIR/REPAINT AREA AFFECTED BY SCOPE. <br />EXISTING WALL TO REMAIN. <br />EXISTING DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR AFFECTED BY SCOPE. <br />NEW SITE ELEMENT. <br />3 <br />A-0.9 <br />3 <br />A-0.9 <br />8 <br />A-0.9 <br />3 <br />A-0.9 <br />3 <br />A-0.9 <br />3 <br />A-0.9 <br />19 <br />A-0.5 TYP. <br />6'-0" <br />(E)WALK <br />5' <br />- <br />0 <br />" <br />(E <br />) <br />W <br />A <br />L <br />K <br />6'-0" <br />(E)WALK <br />3 <br />A-0.9 <br />15 <br />A-0.5 <br />15 <br />A-0.5 <br />8 <br />A-0.9 <br />8 <br />A-0.9 <br />8 <br />A-0.9 <br />±10 <br />' <br />- <br />0 <br />" <br />(9'- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />8'-0" <br />MIN.±10'-0"(9'-0" <br />M <br />I <br />N <br />. <br />) <br />±10'-0" <br />(9'-0" MIN.) <br />±10'-0" <br />(8'-0" MIN)±10'-0" <br />(9'-0" MIN.) <br />±10'-0" <br />(9'-0" <br />M <br />I <br />N <br />. <br />) <br />8'-0" <br />MIN. <br />±10 <br />' <br />- <br />0 <br />" <br />(9'- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />EXISTING CULVERT TO REMAIN, PROTECT IN PLACE. REPAIR AREAS DAMAGED BY SCOPE. SEE CIVIL DRAWINGS FOR <br />MORE INFORMATION.C.16 <br />C.2 <br />C.2 <br />C.2 <br />C.3 <br />C.3 <br />C.5 <br />C.11 <br />C.6 <br />C.7 <br />C.7 <br />C.7 <br />C.7 <br />C.7 <br />C.7C.8 <br />C.9 <br />C.9 <br />C.9 <br />C.9 <br />C.10 <br />C.10 <br />C.11 <br />C.5 <br />C.11 C.5 <br />C.11 <br />C.5 <br />C.11 <br />C.5 <br />C.11 <br />C.5 <br />C.11 <br />C.6 <br />C.11 <br />C.6 <br />C.11 <br />C.13 <br />C.13 <br />C.13C.13 <br />C.13 <br />C.15 <br />C.15 <br />C.15 <br />C.15 <br />C.15 <br />C.16 <br />SLOPE PAVING TO CONCRETE WALKWAY FLUSH WITH PARKING LEVEL. SLOPE 5% MAX. IN DIRECTION OF TRAVEL <br />AND 2% MAX. CROSS SLOPE. SEE CIVIL DRAWINGS.C.17 <br />C.17 <br />RELOCATED BENCH. CLEAN AND REPAIR AS REQUIRED.C.18 <br />C.18 <br />C.18 <br />C.15 <br />18 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />. <br /> <br />C <br />L <br />E <br />A <br />R <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />, <br /> <br />T <br />Y <br />P <br />. <br />3'-0 <br />" <br />MIN <br />. <br />3'-0 <br />" <br />MIN <br />. <br />3'-0 <br />"MIN <br />. <br />3'-0 <br />"MIN <br />. <br />1'-0" <br />18'- <br />0 <br />" <br />MIN. <br /> <br />C <br />L <br />E <br />A <br />R <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />, <br /> <br />T <br />Y <br />P <br />. <br />C.14 <br />2 <br />NEW BOLTED BOLLARDS AT 4'-0" O.C. MAX. SPEC: TBD.C.19 <br />2 <br />C.19 <br />6" <br />TYP. <br />C.19 <br />TYP. <br />NELSON <br />ALGAZE <br />No. C-21090 <br />REN. 03/31/2025 <br />L <br />CENSE ARC <br />EC <br />SAE O CAL ORNA <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024
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