Laserfiche WebLink
NO PARKING <br />9'-0" <br />MIN. <br />8'-0" <br />MIN. <br />18 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />3'-0" <br />22 <br />' <br />- <br />0 <br />" <br />23'-2" <br />26'-10" <br />8'-6" <br />(TYP.) <br />16 <br />' <br />- <br />0 <br />" <br />(T <br />Y <br />P <br />. <br />) <br />9' <br />- <br />1 <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />6" <br />16 <br />' <br />- <br />0 <br />" <br />(T <br />Y <br />P <br />. <br />) <br />9'-0" <br />(TYP.) <br />4' <br />- <br />6 <br />" <br />NO PARKING <br />140'-0" <br />12 <br />8 <br />' <br />- <br />0 <br />" <br />4'-0" <br />59 <br />' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />27'-2" <br />6" <br />6" <br />0" <br />0" <br />17'-6" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />0" <br />0" <br />NO PARKING <br />9'-0" <br />MIN. <br />8'-0" <br />MIN. <br />18 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />3'-0" <br />22 <br />' <br />- <br />0 <br />" <br />8'-6" <br />(TYP.) <br />16 <br />' <br />- <br />0 <br />" <br />(T <br />Y <br />P <br />. <br />) <br />9' <br />- <br />1 <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />6" <br />4'-0" <br />6" <br />0" <br />17'-6" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />0" <br />0" <br />NEW CONCRETE SLAB AND <br />CURB SHALL BE STABLE, FIRM, & <br />SLIP RESISTANT PER CBC <br />11B-302.1 <br />PER 11B-403.3 RUNNING SLOPE <br />OF WALKING SURFACES SHALL <br />NOT BE STEEPER THAT 1:20 - <br />CROSS SLOPE NO STEEPER <br />THAN 1:48 <br />PROVIDE 48" CLEAR WIDTH PER <br />CBC 11B-403.5.1 EXCEPTION 3 - <br />CHANGE IN LEVEL BETWEEN 6" <br />CURB AND CONCRETE PAD <br />SHALL COMPLY WITH 11B-303 <br />PER 11B-307.2 OBJECTS WITH <br />LEADING EDGES MORE THAN <br />27" AND NOT MORE THAN 80" <br />ABOVE THE F.F. SHALL <br />PROTRUDE 4" MAX. HORIZ. INTO <br />THE CIRCULATION PATH <br />PER 11B-307.4 VERTICAL <br />CLEARANCES ALONG THE PATH <br />OF TRAVEL ARE 80" HIGH MIN. <br />NO GUARDRAILS OR OTHER <br />BARRIERS PRESENT ALONG <br />PATH. <br />SITE PLAN <br />Dr <br />. <br /> <br />K <br />a <br />l <br />a <br />n <br />t <br />a <br />r <br />i <br /> <br />D <br />e <br />n <br />t <br />a <br />l <br /> <br />O <br />f <br />f <br />i <br />c <br />e <br /> <br />SHEET NO. <br />2509 <br />REVISIONS: <br />5/30/2025DATE: <br />PROJECT NO. <br />DE <br />N <br />T <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />E <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />22 <br />2 <br />2 <br /> <br />S <br />. <br /> <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />A <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />A-0.1 <br />1/8" = 1'-0" <br />SITE PLAN <br />0.1 <br />A <br />STORM WATER POLLUTION PREVENTION NOTES <br />STORM WATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCE TO THE CITY WATER QUALITY STANDARDS <br />AND ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT. ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE ADEQUACY <br />AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. <br />COMPLIANCE TO THE WATER QUALITY STANDARDS ON ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING REQUIREMENTS: <br />1.EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED TO PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT <br />DISCHARGES. <br />2.SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, <br />NATURAL DRAINAGE COURSES OR WIND. <br />3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS SHALL BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER FLOW. <br />4.FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS SHALL BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL <br />APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE <br />WASHED INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE INTO SOIL. <br />5.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL <br />THEY CAN BE DISPOSED OF AS SOLID WASTES. <br />6.TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. <br />7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT <br />SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. <br />8.STORM WATER POLLUTION PREVENTION DEVICES AND /OR PRACTICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. <br />ADDITIONAL ENVIRONMENTAL REQUIREMENTS <br />AT LEAST 75% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED. <br />I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL <br />COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. <br />IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS CLEARLY SHOWING ALL EXISTING NON <br />COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY PROVISIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, <br />ETC.). THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR AND RESUBMITTED TO THE BUILDING DEPARTMENT. <br />07-31-2025 <br />ACCESSIBLE ENTRANCE/EGRESS NOTES <br />1 PER CBC 11B-405.8 EXCEPTION 4, 'AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP <br />RUNS LESS THAN 6 INCHES IN RISE OR 72" IN LENGTH.' <br />SIGNATURE: <br />DATE: . <br />1/4" = 1'-0" <br />ENLARGED SITE PLAN <br />0.1 <br />B <br />THE <br />SITE <br />2222 S. BRISTOL ST. <br />BRISTOL ST. <br />PATCH/REPAIR/SLURRY COAT/RESTRIPE <br />EXIST. LOT <br />NEW TACTILE EXIT SIGNAGE PER CBC <br />1011.3 & 11B-703. GRADE LEVEL EXTERIOR <br />EXIT DOOR SIGNAGE READS "EXIT". PLEASE <br />SEE DETAIL 10A7.0 FOR SIGNAGE <br />REQUIREMENTS. <br />EXISTING ENTRANCE: <br />NEW INTERNATIONAL SYMBOL OF <br />ACCESSIBILITY ADJ. TO DOOR <br />- ENTRY DOOR HAS 10" KICKPLATE <br />AND LEVER HARDWARE <br />NEW LANDSCAPING BY OWNER PUBLIC SIDEWALK <br />N.A.P. <br />EXIT DISCHARGE PATH & <br />ACCESSIBLE PATH OF TRAVEL - <br />48" MIN. CLEAR WIDTH & LESS <br />THAN 2% SLOPE/CROSS-SLOPE <br />AND MAX. 1:20 SLOPE IN <br />DIRECTION OF TRAVEL <br />9 <br />A7.0 <br />3 <br />A7.0 <br />7 <br />A7.0 <br />11 <br />A7.0 <br />PROPERTY LINE <br />- TYP. <br />PROPERTY LINE <br />- TYP. <br />NEW TRUNCATED DOMES <br />SPAN FULL WIDTH OF <br />LANDING <br />EXIST. VAN ACCESSIBLE PARKING <br />SPACE <br />NEW ACCESSIBLE PATH <br />OF TRAVEL FROM PUBLIC <br />RIGHT-OF-WAY <br />B <br />A0.1 <br />3 <br />A3.3 <br />1 <br />A3.3 <br />2 <br />A3.3 <br />NEW SUITE A <br />SUITE BEXIST. <br />SUITE A <br />SUITE C <br />A PLANCHECK <br />REVISIONS 10-15-25 <br />TO BE <br />ELIMINATED <br />N <br />REPLACE EXIST. <br />ACCESSIBLE PARKING <br />SIGN - WALL MOUNTED <br />CITY NOTES <br />1.NO KNOWN EASEMENTS ON SITE. <br />2.THE ACCESSIBLE ROUTE TO THE PUBLIC RIGHT OF WAY SHALL COMPLY WITH THE FOLLOWING: <br />A. CBC 11B-302.1 FLOOR SURFACES <br />B. CBC 11B-303 CHANGES IN LEVEL <br />C. CBC 11B-307.2 PROTRUDING OBJECTS <br />D. CBC 11B-307.4 VERTICAL CLEARANCE <br />E. CBC 11B-403.3 SLOPES <br />F. CBC 11B-403.5.1 WALKWAY WIDTH <br />6 <br />A7.0 <br />6 <br />A7.0 <br />PROVIDED: <br />STANDARD 21 <br />VAN ACCESSIBLE:1 <br />TOTAL 22 (UNCHANGED) <br />PARKING INFORMATION <br />NEW 6" CURBED <br />WALKWAY <br />FLUSH <br />INFILL EXIST. RAMP <br />AND LANDING TO <br />MATCH EXIST. 6" <br />CURB HT. <br />INFILL EXIST. RAMP <br />AND LANDING TO <br />MATCH EXIST. 6" <br />CURB HT. <br />NEW CONCRETE CURB RAMP <br />PER CBC 1012 - MAX 5% SLOPE <br />AND MAX 2% CROSS SLOPE <br />NEW CONCRETE CURB <br />RAMPS PER CBC 1012 - <br />MAX 5% SLOPE AND <br />MAX 2% CROSS SLOPE <br />FLUSH <br />B PLANCHECK <br />REVISIONS 12-10-25 <br />EXIT DISCHARGE PATH & <br />ACCESSIBLE PATH OF TRAVEL - 48" <br />MIN. CLEAR WIDTH & LESS THAN 2% <br />SLOPE/CROSS-SLOPE AND MAX. <br />1:20 SLOPE IN DIRECTION OF <br />TRAVEL